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HomeMy WebLinkAboutTruss101-08-00 ---- --- - - 21-02-00 11-04-00 42-02-00 7-00-00 27-08-00 14-06-00 J 1 M Ln r9 rn 1--1 rl N L0 tU N N N CO 0) O ri ,-1 r_1 N r 1 M ri Cr ri 1.0 \•-I N 00 M rl ri ?-I O . -1 N N N N s U U ILL!a a a Q a ¢ a a a a a a a a a a s a a a a¢ U r1 r1 f I7,sl CJ 1 a J A CJ 3 `� �� AG u; �a TU2 d 3-0 00 Q H 7 HTU26 ' 10 8" CL HT� 0 EJ 7 ...... .: • "•., .: v t 9 'cL C I o EJ7 o`` o 0 0'•.• .o 0 0-•• o 0 0 © 0 0,°' o 0 0; JJ�� -00 •. I I 1'., I 6-00-00 EJ7 0 1 °, o '•, 1 0 T. 0 I 0", I 0:`` 1, I;' o 1 0 I 0 ', 1 � �+ 1 o`., 1 o. 1 •• o I a °• I 0 I' 0 I •••, '-, ,• : N ,�' N•'' N' ;,,. ;' ' N N N N • N,•` ': N N N N N .'' N 94" GL N G °•. : •. EJ7 0L 0 'I 0 EJ7 3 e r t0'-8" CLNG., , EJ7 7 1' I �I �I H7 HTU �. / i �I � — CJ3 V2 9' " LNG U U U U U U U U U #r, :. V4 1 -08Lni 9'4 CLNG 014 `CLN rric LW HTU26: DR ER NT CC ES R1'r� „ 9'-4" LNG 0 0 0 0 0 0 o Q o 0 0 0; o 5-00-0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 c0 o 0 0 0 0 0 0„'; o I I I I I 1 I I I I I I I rl M U U TRUSS END DETAIL SQUARE CUT OVERHANG 12 w/2X4 LEVEL RETURNS 6 4-3116" HEEL HEIGHT 5" 1/2" 2'-0" U Ln U U U U 37-06-00 Hatbh.L6gend 1 U U 22-00-00 101-08-00 20-00-00 2-0 -00 01 H6 EJ6B 0 0 EJ 6 0 �o EJ 6 EJ 6 w EJ6 ca m m co co m m co com 6A 9' " CLN 0 I 1 N I II HANGER LEGEN * - ALL 2x HANGERS SHOWN ARE HT 2 HGUS26-2 UNLESS NOTED OTHERWISE " - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 160 MPH Dimensions And Conditions Prior To "TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURREIbFT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF TCDL: 15 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF IBy Date TOTAL: 45 PSF TOTAL: PSF DURATION: 1.26 DURATION: CAUTIONf!1 DO NOT ATTEMPT TO ERECT` TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI•131 SUMMARY SHEETS. ALL PERMANENT BRACING MUSTIBE' IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING,' SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior' Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: GHO HOMES PROJECT: MeadOWOOd MODEL: Clementine - Classic ADDRESS: TBD LOT/BLOCK: 16 CITY: Fort Pierce COUNTY Saint Lucie DRAWN BY: CC 2446460 DATE: 12/03/20 SCALE: NTS FILE cow Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others��� W10 ���� �4P4►+d®® MiTek RE: 2445450 - GHO Homes - Clementine - Classic MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Ta a FL 33610-4115 Customer Info: GHO Homes Project Name: Meadowood Lot 15 Model: Clementine Mahslc Lot/Block: 15 Subdivision: Meadowood Address: TBD, - City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 64 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 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22068827 Al 12/3/20 23 T22068849 A23 12/3/20 2 T22068828 A2 12/3/20 24 T22068850 A24 12/3/20 3 T22068829 A3 12/3/20 25 T22068851 AGR 12/3/20 4 T22068830 A4 12/3/20 26 T22068852 B1 12/3/20 5 T22068831 A5 12/3/20 27 T22068853 B2 12/3/20 6 T22068832 A6 12/3/20 28 T22068854 BGE 12/3/20 7 T22068833 A7 12/3/20 29 T22068855 BGR 12/3/20 8 T22068834 A8 12/3/20 30 T22068856 Cl 12/3/20 9 T22068835 A9 12/3/20 31 T22068857 C2 12/3/20 10 T22068836 A10 12/3/20 32 T22068858 C3 12/3/20 11 T22068837 All 12/3/20 33 T22068859 C4 12/3/20 12 T22068838 Al2 12/3/20 34 T22068860 C5 12/3/20 13 T22068839 A13 12/3/20 35 T22068861 C6 12/3/20 14 T22068840 A14 12/3/20 36 T22068862 CGR1 12/3/20 15 T22068841 A15 12/3/20 37 T22068863 CGR2 12/3/20 16 T22068842 A16 12/3/20 38 T22068864 CJ1 12/3/20 17 T22068843 A17 12/3/20 39 T22068865 CJ1A 1213120 18 T22068844 A18 12/3/20 40 T22068866 CJ 1 B 12/3/20 19 T22068845 A19 12/3/20 41 T22068867 CJ3 12/3/20 20 T22068846 A20 12/3/20 42 T22068868 CJ3A 12/3/20 21 T22068847 A21 12/3/20 43 T22068869 CJ5 12/3/20 22 T22068848 A22 12/3/20 44 T22068870 EJ3 12/3/20 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 (Lady Lake, FL). Truss Design Engineer's Name: Finn, Walter 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 ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. luau/j� •'DENS • ti �. 39 '-0 ;Irz � ?*:• STATE OF II1111111 WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cerl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 Finn, Walter 1 of 2 IMIM N81 MiTek' MiTek USA, Inc. RE: 2445450 - GHO Homes - Clementine - Classic 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: GHO Homes Project Name: Meadowood Lot 15 Model: Clementine - Classic Lot/Block: 15 Subdivision: Meadowood Address: TBD, - City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T22068871 EJ5 12/3/20 46 T22068872 EJSA 12/3/20 47 T22068873 EJ6 12/3/20 48 T22068874 EJ6A 12/3/20 49 T22068875 EJ6B 12/3/20 50 T22068876 ER 12/3/20 51 T22068877 EJ38 12/3/20 52 T22068878 EJ38A 12/3/20 53 T22068879 EJ52 12/3/20 54 T22068880 H6 12/3/20 55 T22068881 H7 12/3/20 56 T22068882 HJ3 12/3/20 57 T22068883 HJ5 12/3/20 58 T22068884 HJ14 12/3/20 59 T22068885 HJ38 12/3/20 60 T22068886 HJ52 12/3/20 61 T22068887 V2 12/3/20 62 T22068888 V3 12/3/20 63 T22068889 V4 12/3/20 64 T22068890 V5 12/3/20 2 of 2 Jc�b a Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068827 2445450 Al Roof Special Girder 1 n L Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 Mt I ek industries, Inc. Thu Uec 61z:46:0u zuzu rage i ID:q I I8wLVNi6YkTT7fiB J8hFyw6E N-snFOL8XLTQ 147Y4B co7Twa LORJZc9iRszG EC axyCgM N i -2-0-0 3-1-1 7-0.0 12-0-0 17-0-0 19-8-0 24-1-0 25-11-4 28-3-8 32-8-0 36-0.0 i 39-6-0 _, 41-6-0 2-0-0 3-1-1 3-10-15 5-0.0 5-0.0 2-8-0 4.5-0 1-1 -_4 2-4 4 4-2-8 3-6-0 3-6-0 2-0.0 Scale = 1:73.8 5xB = 6.00 12 5x8 = 32 33 434 35 36 5 5x6 = avF = FvA = 3x4 II6x8 = 4x6 = 7x8 = 25-11-4 i 3-1-1 7100 12-0-0 17-0.0 138-0 24-0-0 244-0 20-3-8 32-6-0 36-0.0 , L_ i 3-1-1 3-0.15 5-0-0 5-0-0 2-8-0 44-0 0- 0 2-0-4 42-8 36-0 3-0-0 1-10-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 15.0 Lumber DOL 1.25 BC 0.82 BCLL 0.0 Rep Stress Incr NO WB 0.47 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except` 8-15: 2x4 SP No.3, 16-20: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 7-17: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 17=0-8-0 Max Horz 2=221(LC 7) Max Uplift 2=-1885(LC 8). 11=-430(LC 8), 17=-2675(LC 8) Max Grav 2=2097(LC 1). 11=924(LC 30), 17=4126(LC 1) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.16 21-29 >999 240 MT20 244/190 Vert(CT) -0.14 21-29 >999 180 Horz(CT) -0.03 17 n/a n/a Weight: 509 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3648/3224, 3-4=-3580/3357, 4-5=3580/3357, 5-6=3086/2946, 6-7=375/574, 7-8=-375/574, 8-9=-598/246, 9-10=-598/246, 10-11 =-1 133/351 BOTCHORD 2-21=-2609/3177, 19-21=-2640/3208, 18-19=-2353/2761, 17-18=2261/2574, 16-17=-574/533, 8-16=-1350/629, 14-15=-433/465, 13-14=-101/934, 11-13=103/925 WEBS 3-21=-750/792, 3-19=-495/552, 4-19=778/585, 5-19=-794/1018, 5-18=-486/414, 6-18=-399/376,6-17=-3542/3145,10-14=-529/242,10-13=0/342,9-14=-453/308, 8-14=-988/2265, 7-17=-862/403 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1885 lb uplift at joint 2, 430 lb uplift at joint 11 and 2675 lb uplift at joint 17. Continued on page 2 SO`'C ER 1 P I F pENs�.•�L No 22839 i 1O N A E�C� 11811111111100 Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® 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 �A a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall�e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality 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 i b f Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068827 2445450 Al Roof Special Girder 1 Job Reference (optional) Builders FirstSOurce (Lady Lake, FL), Lady Lake, FL - 344(Z, C.43u s NOV au zuzU rvu I eK Inuusmes, Inc. 1 nu uec a 1z:"0;01 LULU ray. c I D: q IIBw LV N i6YkTT7fi BJ BhFyw6E N-K_pPYUYzE)txkifNA>�SnuZAiuru9g?Cw_170yCgMM NOTES- 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 197 lb down and 209 lb up at 7-0-0, 197 lb down and 200 lb up at 9-0-12, 197 lb down and 200 lb up at 11-0-12, 197 lb down and 200 lb up at 12-11-4, and 197 lb down and 200 lb up at 14-11-4, and 197 Ib down and 209 lb up at 17-0-0 on top chord, and 503 lb down and 361 Ib up at 5-0-12, 89 lb down and 83 lb up at 7-0-12, 89 lb down and 83 lb up at 9-0-12, 89 lb down and 83 lb up at 11-0-12 , 89 lb down and 83 lb up at 12-11-4, 89 lb down and 83 lb up at 14-11-4, 89 lb down and 83 lb up at 16-11-4, and 503 lb down and 361 lb up at 18-11-4, and 1286 lb down and 565 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=70, 5-6=70, 6-10=-70, 10-12=-70, 2-16=20, 11-15=20 Concentrated Loads (lb) Vert: 3=-135(F) 5=-135(F) 21=-65(F) 18=-65(F) 14=-1286(F) 32=-135(F) 33=-135(F) 35=-135(F) 36=-135(F) 39=-395(F) 40=-65(F) 41=-65(F) 42=-65(F) 43=-65(F) 44=-395(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with 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 y building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Joih 1 Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068828 2445450 A2 Roof Special 1 1 Job Reference (optional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. I hU Dec 3 12:44:Uf 2UZU Hage 1 I D: q l l8wLV N i6YkTTlfiBJ8h Fyw6E N-s3nSvyk?TeuffAtS6toS69YCJ9MteMgM uQsbhSyCgM6 -2-0-0 4-0-10 9-0-0 15-0-0 17-8-0 241-0 2S2-02G11-0 32-3-8 i 3950 , 411r(1 2-0-0 4-0-10 6-0-0 2-8-0 6S-0 -1-0 1-9-8 5-0-0 7-2-8 6.00 5x8 = 5x6 = 4 36 37 5 5x12 = 5.8 = 10 3x4 = 3x4 = 3x6 = 25.2-0 i 9-0-0 15-M 17-8-0 240-0 24-1.0 02 11-8 i 32-3-8 _ 396-0 9-0-0 6-0-0 2-8-0 64-0 0- 1_. 5.4-0 7-2-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 TCDL 15.0 Lumber DOL 1.25 BC 0.80 BCLL 0.0 Rep Stress Incr YES WB 0.58 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-17: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 17=0-8-0 Max Horz 2=258(LC 9) Max Uplift 2=-1023(LC 10). 11=-452(LC 10), 17=1062(LC 10) Max Grav 2=1184(LC 1), 11=866(LC 16), 17=1868(LC 1) Scale = 1:75.1 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.32 21-30 >897 240 MT20 2441190 Vert(CT) -0.30 21-30 >937 180 Horz(CT) 0.05 17 n/a n/a Weight: 221 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1805/2246, 3-4=-147512009, 4-5=119111844, 5-6=1347/1977, 6-7=160/314, 7-8=-160/314, 8-9=219/378, 9-10=-809/625, 10-11=-961/586 BOT CHORD 2-21 =-1 679/1581, 19-21 =-1 321/1266, 18-19=-156511262, 17-18=-1575/1262, 13-14=-128/377,11-13=-231/741 — WEBS 4-21=-589/418,5-19=-586/298,6-19=-132/478, 14-16=426/799,8-16=-263/655, 9-14=-824/527,9-13=-.119/476,7-17=834/423,6-17=-1471/1964,3-21=-3601416 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 5-0-10, Exterior(2) 5-0-10 to 17-8-0, Interior(1) 17-8-0 to 21-2-10, Exterior(2) 21-2-10 to 26-11-8, Interior(1) 26-11-8 to 28-4-2, Exterior(2) 28-4-2 to 36-2-14, Interior(1) 36-2-14 to 37-8-1, Exterior(2) 37-8-1 to 41-7-7 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2, 452 lb uplift at joint 11 and 1062 Ib uplift at joint 17. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11111111/11., .���P•'CEIVb' ��i��i� Its,•• No 22839 OF s••� O R,OP•.\�`,�. Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrica0on, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 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 Jot Truss Truss Type Clty Ply GHO Homes - Clementine - Classic _ T22068829 2445450 A3 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:17 2020 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-Z OE7NsH6i9FsieNhz_oWGzuPBo4_gGgBzH70tyCgLy 25-1-0 5-0-13 11-0-0 13-0-0 15-B-0 19-2-6 23-2-0 24-1-q 29-11-8 i 343-8 i V21 _ r 41V r2-0.0 5-0-13 5-7-3 2-0-0 2-0-0 3EE 3-11-11 -11 3-10-8 5-0-0 5-2-8 2-0-0 1-0-0 Scale = 1:75.1 5x6 = 5x6 = 436 5 ..— 3.4= Av17 10 4x4 = 3x8 II 6x8 = 25-1-0 i 54-13 11-0-0 13-0-0 1S&0 19-26 24-0-0 241-0 2a-11-8 i 34-3-8 i _39�6-0 54-13 5-7-3 2-0-0 2-8-0 3E6 4-9-10 0. -0 1 3-10-9 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 TCDL 15.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 Rep Stress Incr NO WB 0.78 BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 10-17: 2x4 SP No.2, 9-20: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0, 20=0-8-0 Max Horz 2=299(LC 7) Max Uplift 2=-633(LC 25), 13=936(LC 8). 20=-1124(LC 8) Max Grav 2=1164(LC 13), 13=1702(LC 30), 20=3030(LC 1) DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.1415-16 >999 240 MT20 244/190 Vert(CT) -0.21 15-16 >903 180 Horz(CT) 0.03 20 n/a n/a Weight: 257 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1760/832, 3-4=-11801723, 4-5=-1004/707, 5-6=-122911033, 6-7=-1053/864, 7-8=-674/791, 8-9=-663/739, 9-1 0=-1 73/957, 10-11=-89/302, 11-12=-2829/1481, 12-13=-3145/1577 BOT CHORD 2-24=-497/1713, 23-24=-497/1713, 22-23=-275/1052, 21-22=-408/747, 20-21=-852/448, 16-17=-999/2140,15-16=-1018/2197,13-15=-1228/2721 WEBS 3-23=-662/279, 4-23=-138/269, 5-23=-74/320, 5-22=-499/394, 6-22=-719/582, 7-22=-252/798,7-21=-925/381,9-21=-508/1493,11-17=-2757/1314,11-16=338/1025, 11-15=-338/804, 12-15=-436/989, 17-19=-661/1479, 10-19=-650/1447, 9-20=1582/466, 10-20=-14851757 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=633,13=936,20=1124. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 168 lb down and 125 lb up at 33-0-15, and 119 lb down and 112 lb up at 34-3-8 on top chord, and 1449 lb down and 599 lb up at 31-6-12, and 52 lb down at 33-0-15, and 488 lb down and 328 lb up at 34-3-8 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). ddAM"Upbe%andard 1? O 4. p, O �- %%%% j ER P. / F ENSF•,�L ��•. i No 22839 ; X Z :��,0�� • • O R , o P �`��C/ %% 11111 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ®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® 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 t 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 ANSVTFII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jgb < Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068829 2445450 A3 Roof Special Girder 1 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 202U MI I eK IndUslnes, Inc. I nu Uec 3 12:44:1 f 1ULU rage 2 ID:g118wLVNi6YkTT7fiBJBhFyw6EN-Z OE?NsH6i9FsieNhz_oWGzuPBo4_gGgBzH70tyCgLy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-5=70, 5-6=-70, 6-8=70, 8-11=-70, 11-12=-70, 12-14=-70, 19-31=-20, 13-18=20 Concentrated Loads (lb) Vert; 15=-321(B)37=75(B)38=-1449(B)39=-36(B) WARNING - Vedfy 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 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 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 v 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 ANSNlP11 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 Jqb t Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068830 2445450 A4 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:19 2020 Page 1 ID:g118wLVNi6YkTT7fiBJ6hFyw6E N-VMV_Q3tXeKPz5OompOOGbh2Kw?PUSgv7eHm E5myCgLw -2-0-0 4-11-9 -0-0 12-M 13-8-0 21-2-0 23-9-15 25-5-3 31-6-0 2-0-0 4-11-9 0-7 6-M 1-8-0 7-6-0 2-7-15 1-7-4 6-0-13 r 2x4 0 3x4 = 48 = 4x4 5 6 2x4 11 4x8 = Scale = 1:60.8 3x6 i 3x4 = 5x8 = 3x4 = 14 12 11 2x4 11 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.26 17-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.56 17-23 >670 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.22 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=Mechanical Max Horz 2=275(LC 9) Max Uplift 2=-683(LC 10), 11=508(LC 10) Max Grav 2=1571(LC 1), 11=1431(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2637/1468, 3-4=-2225/1286, 4-6=2015/1421, 6-7=2165/1419, 7-8=2159/1414, 8-9=-2192/1350,9-10=-2669/1508,10-11=-1378/865- BOT CHORD 2-17=-1155/2380, 16-17=-859/1907, 15-16=-882/1902, 13-15=-122712307, 10-13=-1227/2307 WEBS 7-16=-448/339, 8-16=-198/420, 8-15=-184/454, 9-15=-583/427, 4-17=-22/467, 4-16=-236/499, 3-17=-528/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. >%%J1111111111. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; % .� ER p F I�� Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-4-15, Exterior(2) %� V �'XC E N 6-4-15 to 13-7-9, Interior(1) 13-7-9 to 15-6-15, Exterior(2) 15-6-15 to 26-9-1, Interior(1) 26-9-1 to 27-4-14, Exterior(2) 27-4-14 to ,�� S+'•�Y �� V F •• �� 31 4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate �� •• grip DOL=1.60 i N O 22839 •� 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. i •, OF ;141 i '. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=lb) 2=683,11=508. �),TAQ:••��`� 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �0 R% appliedsheetrock be chord. 1IS1Q N A' 9) Graphical purlin representation does not depicthe size or the orientation of the purlin along the top and/or bottom chord. Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not m� 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 onty. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Build/ng• Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jch Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068831 2445450 A5 Hip 1 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:20 2020 Page 1 I D: q l l8wLV N i6YkTT7fiB J8h Fyw6E N-_Z3M eP u9PdXpjANyN6XV7u bTm P n WB C QGtx Wnd CyCg Lv -2-0-0 5 8 8 12-4-0 19-2-0 23-94 24�2-12 31.6-0 2-0-0 5-8-8 6-7-7 6-10-0 4-7-15 0- 3 7-3-4 m 2x4 0 6.00 12 5x6 i 5 24 25 4x8 = Scale = 1:60.8 3x4 = 2x4 ll 3xB = -"" 3x4 = 12 10 9 3xs II 23-9-15 2x4 11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.34 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.25 9 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 179 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 1 Row at midpt 8-11 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-15 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=282(LC 9) Max Uplift 2=-686(LC 10), 9=-51B(LC 10) Max Grav 2=1566(LC 1),9=1415(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2664/1402, 3-5=-2034/1226, 5-6=1735/1214, 6-7=2000/1263, 7-8=-2557/1452, B-9=-13451861 BOT CHORD 2-16=-1118/2446, 15-16=-1118/2446, 13-15=-763/1719, 11-13=-115712192, 8-11=-1157/2192 WEBS 3-15=-737/386, 5-15=-92/472, 6-13=-209/572, 7-13=-671/488 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; ►�� ��I/� Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-15, Extedor(2) �0% I ER P 6-8-15 to 24-9-1, Interior(1) 24-9-1 to 27-4-14, Exterior(2) 27-4-14 to 31-4-4 zone; cantilever left and right exposed ;C-C for members ,�� -`Q.�• ........ G E !V5 +.•ti i� and farces & MWFRS for reactions shown; 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. No 22839 i 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 = IO.Opsf. • 6) Refer to girder(s) for truss to truss connections. truss to bearing 100 lb except 7) Provide mechanical connection (by others) of plate capable of withstanding uplift at joint(s) Ot=lb) 2=686, 9=518. 1/2" i 1 '. VSA F '. :�sheetrock 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum be directly to the bottom chord. P �i,•• applied R 1 Q ��,,♦♦ IiiWO Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 Jch f Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068832 2445450 A6 Hip 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:212020 Page 1 I D:ql l8wLV N i6YkTT7fiB J8hFyw6E N-Sld IrlvnAxfgLJy8wp2kg68eCo9NwIOQ6bFL9eyC g Lu 211 6-10-8 14-4-0 112-0 24-7.8 31-6-0 33-6-0 , 2-0-0 6-10-8 7-5, 2-10-0 75-8 6-10-8 2-0-0 5x6 = 6.00 12 Scale = 1:59.4 5x6 = 3x6 = 3x4 = 3x6 = 3x6 = 3x4 = 6-10-8 , 14-4-0 , 17-2-0 , 24-7.8 30-1%0 31-6-p 6-10-8 7-5-8 2-10-0 7-5-8 6-2-8 -8 Plate Offsets (X,Y)—[4:0-5-0,0-3-01,[5:0-3-8,0-2-41,[6:0-3-8,0-2-41,[7:0-5-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.22 11-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.41 11-12 >912 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 168 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 8-12 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-337(LC 8) Max Uplift 2=-682(LC 10), 9=682(LC 10) Max Grav 2=1566(LC 1), 9=1566(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2615/1308, 3-5=-1845/1086, 5-6=-1544/1096, 6-8=-1845/1086, 8-9=2615/1308 BOT CHORD 2-15=-910/2461, 14-15=-910/2461, 12-14=-479/1604, 11-12=-910/2264, 9-11=-910/2264 WEBS 3-15=0/309, 3-14=952/477, 5-14=-155/468, 6-12=-1551468, 8-12=-953/477, 8-11=0/309 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-8-15, Exterior(2) 8-8-15 to 22-9-1, Interior(1) 22-9-1 to 29-8-1, Exterior(2) 29-8-1 to 33-7-7 zone; cantilever left and right exposed ;C-C for members `,��I� and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ��� •� ER P F J. //L,^t 3) Provide adequate drainage to prevent water ponding.� 4) All 2x4 MT20 indicated. V E N ••••'Y ��� plates are unless otherwise `�� .••�C $ = F 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 No 22839 • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. * �• �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=682,9=682. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. i •, OF i Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 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 oftrusses and truss systems, see ANS11TPI1 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 Jcb 1. Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068833 2445450 A7 Common 3 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:22 202U Page 1 ID:g118wLVNi6YkTT/fiBJShFyw6EN-wxB735wPxFnXyTXLU WazDJgoGCTgfBRZKF?ui5yCgLt 211 7-10-8 15-9-0 23-7-8 31-6-0 33-6-0 , 2-0-0 7-10-8 7-10-8 7-10-8 7-10-8 2-0-0 Scale = 1:63.1 2x4 d 3x6 = 6.00 12 5x6 = 2x4 10-3-5 20-8-11 , 30-10-0 3j-6-p 10-3-5 10-3-5 10-3-5' 0-8 Plate Offsets (X,Y)— [2:0-5-4,Edge1, [8:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.46 10-12 >825 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.66 10-12 >570 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-366(LC 8) Max Uplift 2=-682(LC 10), 8=682(LC 10) Max Grav 2=1599(LC 15), 8=1597(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-2561/1171, 3-5=-2304/1163, 5-7=2215/1119, 7-8=2543/1176 BOT CHORD 2-12=-768/2454, 10-12=-345/1536, 8-10=-771/2166 WEBS 3-12=-629/443, 5-12=-328/1024, 5-10=-284/969, 7-10=644/449 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 11-9-10, Exterior(2) 11-9-10 to 19-8-6, Interior(1) 19-8-6 to 29-8-1, Exterior(2) 29-8-1 to 33-7-7 zone; cantilever left and right exposed ;C-C for members `,1111 I i 1 1 f ll.� and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 0" ER P. � 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 ,�% V •�G E IV g ••. �L �� will fit between the bottom chord and any other members, with BCDL = IO.Opsf. ,� . •• F �• �� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �� No 22839 •� 2=682,8=682. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum be directly to the bottom = * :• sheetrock applied chard. 41 %. .1SS/O N Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members any. 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/TPIf 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 Jop t Truss Truss Type City Ply GHO Homes - Clementine - Classic T22068834 2445450 A8 Hip 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:23 2020 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-OBIVGRw1 iYvOad6X2E5CIXD_ScgYOfVjZvkSEXyCgLs -2-0-0 6-8-9 1%2-8 1Me 24-9-7 31-6-0 33-6-0 2-0-0 6-8-9 7-5.15 3-1.0 7-5-15 6-8-9 2-0-0 o? d 5x6 = 6.00 12 5x6 = 3x6 = 3x4 = '- 3x4 = 3x6 = 17-3-8 24-9-7 Scale = 1:59.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.24 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.44 14-15 >861 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 168 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 8-12 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-335(LC 8) Max Uplift 2=-682(LC 10), 9=-682(LC 10) Max Grav 2=1566(LC 1). 9=1566(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2626/1316, 3-5=-1858/1092, 5-6=155611102, 6-8=1858/1092, B-9=-2626/1316 BOT CHORD 2-15=-921/2483, 14-15=-921/2483, 12-14=-489/1621, 11-12=-921/2277, 9-11=-921/2277 WEBS 3-15=0/306, 3-14=952/476, 5-14=148/466, 6-12=-148/466, 8-12=-953/476, 8-11=0/306 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-7-7, Exterior(2) 8-7-7 to 22-10-9, Interior(1) 22-10-9 to 29-8-1, Exterior(2) 29-8-1 to 33-7-7 zone; cantilever left and right exposed ;C-C for members and forces a MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 10% I ER P. 3) Provide adequate drainage to prevent water ponding. 4) All 2x4 MT20 unless indicated. `p. • •. • • • • • • /�/ i� E plates are otherwise load live loads. 5) This truss has been designed for a 10.0 psf bottom chord live nonconcurrent with any other 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 22839 •� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. * • * 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=682,9=682. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. i OF 44/: 0R10PG��: ONA� S1 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ,&` WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with 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 +lr ot 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/rPlf 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 Jqb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068835 2445450 A9 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:25 2020 Page 1 ID:gli8wLVNi6YkTT7riBJ8hFyw6EN-KWtFh6yIDA96pxFw9f7ggylKaQXgsXQ?1 DDYIPyCgLq -2-0-0 7-1-0 12-2-8 14-10-8 17-1-0 i 24-3-13 , 31-6-0 _ 331-0 2-0-0 7-1-0 5-1-9 2-2-8 7-2-13 7-2-3 2-0-0 M d1 6.00 12 5x8 = 3x6 = 5x6 i 7 Svn = 3x6 = 3x4 = X. — 3x8 = 3x6 = Scale = 1:60.4 M t d i 7-1-0 12-2-8 14-10-8 22-10-4 24-3-13, 30-10-0 3j-6-p 7-1-0 5-1-9 7-11-12 1-5-9 6-6-3 0-8- Plate Offsets (X Y)— [5:0-5-8,0-2-41,[7:0-3-0 Edge] [8:0-4-4,0-2-0] [9:0-3-0,0-3-0] 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 0.64 Vert(LL) 0.14 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.29 13-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 179 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-338(LC 8) Max Uplift 2=-682(LC 10), 10=-682(LC 10) Max Grav 2=1566(LC 1), 10=1566(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2566/1261, 3-5=-2014/1154, 5-6=-170811093, 6-8=-1481/947, 6-7=-254/182, 7-8=295/229, 8-9=-2004/1145, 9-10=-2555/1229 BOT CHORD 2-16=-878/2388, 15-16=-878/2388, 13-15=-610/1853, 12-13=-821/2190, 10-12=-819/2196 WEBS 3-16=0/250, 3-15=-663/327, 5-15=-127/558, 8-13=-144/530, 9-13=-673/298, 9-12=0/254 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=5.Opsf; BCDL=5.Opsf; h=15ft, B=102ft; L=40ft; eave=5f: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-3-2, Exterior(2) 8-3-2 to 21-0-6, Interior(1) 21-0-6 to 29-8-1, Extedor(2) 29-8-1 to 33-7-7 left for P I, zone; cantilever and right exposed ;C-C membersER F�/1 �� and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to water ,� `P.�� ,. • • • j, V E IV S prevent ponding. 4) All are 2x4 MT20 unless otherwise indicated. ,�� �C •� �' F•�'. �� plates �� 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 No 22839 0 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide connection others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except (]t=1b) * :• mechanical (by plate 2=682,10=682. 'O ' 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. •, S A F : 441: • 0 ' �� 9) Graphical representation does not depict the size or the orientation of the along the top and/or bottom chord. puriin pudin Walter P. Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ®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 MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Joo Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068836 2445450 A10 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 5.430 s Nov 30 2UZU Mil eK Industries, Inc. I hu Dec 3 12:43:bZ ZUZU rage 1 ID:q IIBwLVNi6YkTr7fiBJehFyw6EN-oANnmgYb?1?oMsEakD 1 x??Rhg6Bhdxz9Ra)JfgyCgML 2- 0 4 8-12 ' 1.0 2-8 12-10-8 17-1-0 24-8-8 , 31 6-0 2-0-0 4-8-12 5-5 13 2 8-0 4-2-8 7-7-8 6-9-B 2-0-0 Scale = 1:60.9 5x6 = M 61 3x8 = sxo 3x6 i 3x8 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 10-2-8 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.65 Lumber DOL 1.25 BC 0.97 Rep Stress Incr YES WB 0.72 Code FBC2017/TP12014 Matrix -AS OTHERS 2x4 SP No.2 *Except* 16-17,19-20: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-338(LC 8) Max Uplift 2=-682(LC 10),,9=-682(LC 10) Max Grav 2=1566(LC 1), 9=1566(LC 1) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.24 14-23 >999 240 MT20 244/190 Vert(CT) -0.53 14-23 >716 180 Horz(CT) 0.11 9 n/a n/a Weight: 175 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1426, 3-4=-2222/1225, 4-5=1921/1201, 5-6=-175711126, 6-8=1854/1097, 8-9=-2620/1293 BOT CHORD 2-14=-1076/2455, 12-14=-861/2061, 11-12=-895/2270, 9-11=-895/2270 WEBS 3-14=-546/341, 4-14=-219/631, 5-14=-357/218, 5-12=-862/567, 6-12=-562/1096, 8-12=-908/430, 8-11=0/305 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-3-2, Exterior(2) 6-3-2 to 21-0-6, Interior(1) 21-0-6 to 29-8-1, Exterior(2) 29-8-1 to 33-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 682 lb uplift at joint 2 and 682 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`,,�IIIIIIIl1j111I No 22839 X Z TA O F : It/ O N A � % 11111 Walter R'Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jqb , Truss Truss Type City Ply GHO Homes - Clementine - Classic T22068837 2445450 All Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:43:53 2020 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-GMx9zAZDm L7f_Opm HxYAXCzt_WZnM2xIgETsBGyCgMK 211 4-11-11 8-2-8 10-10 8 17-1-0 24 8.8 31 6-0 33 6-0 r2-0-O 4-11-11 3-2-13 2 8 0 6-2-8 7-7-8 6-9-8 2-0-0 ' Scale = 1:60.9 5x6 = 3x6 = " ° 3x8 = 8-2-8 17-1-0 24-8-8 30-10-0 3)-6 8-2-8 8-10-8 7-7-8 6-1-8 -B• LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.16 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.38 12-14 >992 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 171 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-12, 8-12 OTHERS 2x4 SP No.2 *Except* 16-17,19-20: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-338(LC 8) Max Uplift 2=-682(LC 10). 9=682(1-C 10) Max Grav 2=1566(LC 1), 9=1566(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2637/1386, 3-4=-2362/1280, 4-5=2087/1218, 5-6=1824/1077, 6-8=1864/1068, 8-9=-2614/1264 BOT CHORD 2-14=-1031/2405, 12-14=-1047/2411, 11-12=-869/2265, 9-11=-869/2265 WEBS 4-14=-396/860, 5-14=-606/409, 5-12=-1061/684, 6-12=-482/1057, 8-12=-896/428, 8-11=0/286, 3-14=-353/256 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 4-3-2, Exterior(2) 4-3-2 to 10-10-8, Interior(1) 10-10-8 to 13-1-10, Exterior(2) 13-1-10 to 21-0-6, Interior(1) 21-0-6 to 29-8-1, Exterior(2) 29-8-1 to 33-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 682 lb uplift at joint 2 and 682 lb uplift at joint 9. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. t. %i ER IP, •� �. 'DENS •.� ��� No 22839 Jr i 0 � 111111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with 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 applioabllity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality 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 Jib , Truss Truss Type City Ply GHO Homes - Clementine - Classic T22068838 2445450 Al2 Roof Special 1 1 Job Reference (optional) Builders First5ource (Lady Lake, FL), Lady Lake, FL - 34472, t3.43U s NOV 3U ZUZU MI 1 eK Industries, Inc. I hu Uec 3 12:43:b4 ZUZU Rage 1 ID:gl18wLVNi6YkMfiBJ8hFyw6EN-kZVXB WarXeF WbAOyre3P4Q WOmwuO5PbRuuCPjiyCgMJ 2-0-0 6-2 8 8-10-8 17-1-0 21-7-2 23 4 4 , 26-2-1 3%1,1 31� p 2-0-0 6-2-8 2 8 0 8-2 8 4 6-2 1-9-2 2-9-13 4 6-15 -9- 2-0-0 Scale=1:60.9 5x6 = 3x6 = 3x4 = 3x8 = 6-2 8 8-10-8 17-1-0 21-7-2 23 4 4 , 30-9-0 31-0-0 6-2-8 2-8-0 8-2-8 4-6-2 1-9-2 7-4-12 -9 Plate Offsets (X Y)-- [3:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.18 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.40 11-13 >936 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 6-7-0 oc bracing: 8-10 14-15,16-17: 2x4 SP No.3 WEBS 1 Row at micipt 4-11 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=338(LC 9) Max Uplift 2=-682(LC 10), 8=682(LC 10) Max Grav 2=1566(LC 1), 8=1566(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2556/1322, 3-4=-2844/1544, 4-5=-1811/1021, 5-7=-1847/1069, 7-8=-2510/1206 BOT CHORD 2-13=-940/2288, 11-13=-1237/2892, 10-11=-790/2149, 8-10=-790/2149 WEBS 3-13=-444/1022, 4-13=-615/438, 4-11 =-1 470/839, 5-11=-449/1042, 7-11=-824/396, 7-10=0/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 111111I M111 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; �P_.� E(� p Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 2-3-2, Exterior(2) ♦ 2-3-2 to 8-10-8, Interior(1) 8-10-8 to 13-1-10, Exterior(2) 13-1-10 to 21-0-6, Interior(1) 21-0-6 to 29-8-1, Exterior(2) 29-8-1 to 33-7-7 ,� •�C E N S+ •' ti 040 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip �� �•�•. �� DOL=1.60 NO 22839 � 3) Provide adequate drainage to prevent water ponding. * :• 4) All plates are 2x4 MT20 unless otherwise indicated. 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 ^ b = will fit between the bottom chord and any other members. .. 53 �OF 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 682 lb uplift at joint 2 and 682 lb uplift at .. O 40 joint 8. '00 **i �� R 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,��j tss sheetrock be applied directly to the bottom chord. �,1ON A� � `%% Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nat building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 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 Jqb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22066839 2445450 A13 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:43:55 2020 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-Cl3vOsbTlyNMDKz9PMbecd3DVKFugsCb7YyzG9yCgM I -2-0-0 4-2-8 8-10-8 12-2.12 17-1-0 19-7-1 23-1-9 25-2-1 30-9-0 3 -6- 33-6-0 2-0-0 4-2-8 2-8-0 5-4-4 4-10-5 2-6-1 3-6-8 2-0-7 16.15 9- 2-0-0 2x4 d 3x6 = 5x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-17: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 20-21,23-24: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=338(LC 9) Max Uplift 2=-682(LC 10), 9=-682(LC 10) Max Grav 2=1566(LC 1). 9=1566(LC 1) 5x6 = 46 = 2x4 14 3x8 = 4x10 MT20HS 11 13 4x10 MT20HS 11 3x6 = Scale=1:68.6 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.62 Vert(LL)-0.3713-14 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.79 13-14 >479 180 MT20HS 187/143 WB 0.88 Horz(CT) 0.09 9 n/a n/a Matrix -AS Weight: 188 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2667/1298, 3-4=-3438/1689, 4-5=-404212051, 5-6=-1818/1043, 6-8=-1844/1031, 8-9=-2344/1206 BOT CHORD 2-18=-934/2419, 16-18=-841/2215, 15-16=-787/1990, 12-15=-809/1702, 11-12=-80911702, 9-11=-787/1990, 13-14=0/386 WEBS 3-18=-638/1468, 4-18=-2016/1097, 5-18=-865/1847, 5-16=-954/600, 6-16=580/1225, 8-16=-636/453 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 6-10-8, Interjor(1) 6-10-8 to 13-1-10, Exterior(2) 13-1-10 to 21-0-6, Interior(1) 21-0-6 to 29-8-1, Exterior(2) 29-8-1 to 33-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 682 lb uplift at joint 2 and 682 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock bq applied directly to the bottom chord. ,,�IIIIIIIIIII��I ER P ,,, Fj�j �. LENS ." 4#�� .`` V 6 �� No 22839 VSA FO, OR 40 ,, • , O N AC �: Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN Quality Criteria, DSB-89 and 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 pb , Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068840 2445450 A14 Roof Special Girder 1 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:43:57 2020 Page 1 ID:gf lBwLVNi6YkTT7fiBJBhFyw6EN-98AgpYckpZd4Sd6XWmd6i28 Wl7uglk?ubsR4K1 yCgMG 17-9-8 31-M -2-0-0 2-2-0 4-t0A 8-8-8 i 11-0-11 16�13 17-2-11 19-11-15 21-11-15 i 24-3-1 , 28-64 1111:%30-9-0, 33-6-0 2-0-0 2.2-8 2-8-0 3-10-0 2-0J 5-3-13 10J 2-2-7 2-0-0 2-3-2 4-3-2 1-2-15 -9-0 2-0-0 r 0E-13 0-11-13 Scale = 1:60.4 5X6 = 6xB = 3x6 = 4x8 = ""-'-"--"- 7x8 = 3x4 II 5x8 = 16 15 14 44 = 31-6-0 2-2-0 410-8 6-e$ 11-0-11 17-2-11 19-11-15 21-11-15 243-1 L_ ,29-9-3 30-9-O 2-24 240 3-10-0 M 6-2-0 2-9� 2-0-0 23-2 4-3-2 1-2-15 0-11-13 9-0 Plate Offsets (X Y)— [3:0-10-0 0-2-8] [6:0-3-0 0-2-7] [7:04-0 0-1-15] [13:0-5-8 Edge] [17:0-2-4 0-2-4] [19:0-2-12,0341 [24:0-3-6 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.30 22-24 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.54 22-24 >695 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD 4-6: 2x4 SP No.1, 6-7: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 `Except* 2-23: 2x4 SP M 31, 6-21,16-18,10-14: 2x4 SP No.3 WEBS 20-23: 2x4 SP No.1 JOINTS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=323(LC 31) Max Uplift 2=-761(LC 8), 11=-684(LC 8) Max Grav 2=1634(LC 36), 11=1575(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2832/1046, 3-4=-4698/1775, 4-5=-2811/1057, 5-6=-2125/848, 6-7=-1818/808, 7-8=-2640/1100,8-10=-2659/939,10-11=-2943/985 BOT CHORD 2-25=-785/2707, 24-25=-792/2729, 22-24=-1688/5037; 6-19=-207/619, 18-19=-334/1753, 17-18=308/1717, 11-13=-735/2594 WEBS 3-24=-971/2554, 4-24=-1071/495, 4-22=-2521/989, 5-22=-46/384, 5-19=-877/437, 15-17=0/283, 8-17=-479/334, 10-17=-486/256, 19-22=-665/2350, 7-19=-108/391, 7-17=-420/1056, 13-17=-797/2600 Structural wood sheathing directly applied or 2-6-3 cc purlins. Rigid ceiling directly applied or 4-10-12 cc bracing. Except: 10-0-0 cc bracing: 19-21 1 Row at midpt 4-22 1 Brace at Jt(s): 17 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 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 761 lb uplift at joint 2 and 684 lb uplift at joint 11. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 Ib down and 125 lb up at 2-2-8 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 Continued on page 2 ,,`��11111111II�,,I PIER P • •DENS. No 22839 �O : .S ::�: i'0 � t9`S 1 0 N A 111111 Walter P. Finn PE No.22839 Milk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® WARNING - Verily 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 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 M iTek' Isalways 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 ANS11rPll 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 Jqb , Truss Truss Type Qty Ply GHO Homes - Clementine - Classic - T22068840 2445450 A14 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.43U s Nov 3U ZUZU MI I eK Inoustnes, Inc. I nu uec 3 1L:43:St LULU rage z ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-98AgpYckpZd4Sd6XWmd6i28Wl7uglk?ubsR4K1 yCgMG LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-7=-70, 7-12=-70, 21-32=-20, 20-21=-20, 18-19=-20, 14-16=-20, 13-35=-20 Concentrated Loads (lb) Vert:25=19(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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VliTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 J -b , Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068841 2445450 A15 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:43:58 2020 Page 1 ID:qIIBwLVN16YkTT7fiBJ8hFyw6EN-dKk2OtdMalmx4nhj4U8LEFhk?XJ_1 IV1 pWAdsUyCgMF 1-9-0 6-4-12 9-1-15 11-4-8 13-6-8 15-2-0 16-11.15 , 22-9-5 28-6-0 29-5-11i 1-9-0 4-7-12 2-9-3 2-2-9 2-2-0 1-7-8 i-9-15 5-9-5 5-8-11 -11-11 Scale = 1:56.0 3x4 = 5x6 = 5x6 i 5 5x8 13 12 11 5x6 = 3x6 II 1-0-8 0-1 12 119 - 6-0-12 9-1-15 11-4-8 13-9-15 16-11-15 22-9-5 28.6-0 0-1- 2 0-0 4-7-12 2-9-3 2-2-9 25-7 3-2-0 5-9-5 5�-11 Plate Offsets (X Y)— [1:0-1-4 0-0-91, [3:0-3-0 0-2-7] [5:0-2-0 Edge], 114:0-5-12 0-2-8] [16:0-6-8,0-8-12], [18:0-0-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.11 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.23 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* JOINTS 1 Brace at Jt(s): 18 1-17: 2x6 SP No.2,20-21,22-23,6-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-16: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. All bearings 1-8-0 except (jt=length) 11=Mechanical, 19=0-3-8. (lb) - Max Horz 1=-302(LC 8) Max Uplift All uplift 100lb or less atjoint(s) except 1=-249(LC 10), 11=-636(LC 10). 19=-232(LC 10) Max Grav All reactions 250 lb or less atjoint(s) except 1=728(LC 1), 1=728(LC 1), 11=141O(LC 1),19=606(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1949/1044, 2-3=-1814/1046, 3-4=-1550/1012, 4-6=-1453/980, 6-7=-1981/1090, 7-9=-1592/838, 9-11 =-1 351/950 BOT CHORD 1-19=-683/1735, 18-19=-683/1735, 16-18=-687/1747, 15-16=-563/1667, 14-15=-560/1665, 6-14=-116/506 WEBS 12-14=-506/1383, 7-14=-106/491, 7-12=-698/394, 9-12=-616/1332, 3-16=167/478, 6-16=-288/106 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-11-6, Interior(1) 3-11-6 to 7-5-2, Exterior(2) 7-5-2 to 19-1-6, Interior(1) 19-1-6 to 26-8-1, Exterior(2) 26-8-1 to 30-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 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 249 lb uplift at joint 1, 636 lb uplift at joint 11 and 232 lb uplift at joint 19. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `��1111111i���, IER P, �. ' GEN3' •.� 0* No 22839 � r S .0 s��� •��S'`S�ON A11 11100 Walter R Finn PE No.22839 .MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Inv 11 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Cdterfa, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jqb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068842 2445450 A16 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:43:59 2020 Page 1 ID:gllBW LVNi6YkTT7fiBJShFyw6EN-5WIQEDe_LAuoixGweBfanTDvwxa6mgSB2AwAPwyCgME 2-0-0 5-10-7 12 4-B 14-6-8 16-7-15 1&2-0 1 25-2-4 3"-o 2-0-0 5-10-7 6-6-1 2-2-0 2-1-7 1 6-1 7-0-3 6-3-12 Scale = 1:62.2 4x6 = M 2x4 0 ­11 ­7f Q II 3x4 = 5x6 = 3x4 II 3x4 = 3x6 = 5x6 = — 5-10-7 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171rP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except` 4-5,5-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except` 5-18,14-16: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except`- 8-13: 2x6 SP M 26 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=Mechanical Max Horz 2=325(LC 9) Max Uplift 2=-685(LC 10), 11=-522(LC 10) Max Grav 2=1565(LC 1), 11=1406(LC 1) 31-6-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.59 Vert(LL) 0.2616-17 >999 240 MT20 244/190 BC 0.98 Vert(CT) -0.49 16-17 >773 180 MT20HS 187/143 WB 0.87 Horz(CT) 0.23 11 n/a n/a Matrix -AS Weight: 212 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2633/1309, 3-5=-2630/1493, 5-6=-1854/1129, 6-7=-901/459, 6-8=-1072/805, 8-9=-1651/1051, 9-1 0=-1 885/1043, 10-11 =-1 340/806 BOT CHORD 2-19=-1144/2393, 5-17=-232/723, 16-17=-1162/2333, 15-16=-1022/2051, 13-14=-139/291, 12-13=-817/1611 WEBS 3-19=-392/336, 17-19=-1139/2385, 9-12=-232/252, 10-12=-738/1516, 13-15=-48/378, 7-15=-325/621, 7-8=-443/747, 9-13=-409/267, 5-15=-695/447 NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-2-9, Exterior(2) 8-2-9 to 22-1-6, Interior(1) 22-1-6 to 27-4-14, Exterior(2) 27-4-14 to 31-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) 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 685 lb uplift at joint 2 and 522 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. C6 Isla ,11111111//�� C ER • P ,,�. E N S•.2 �. No 22839 ATT' %RO F 411 11111 Walter R Flnn PE No.22839 MiTek USA, Inc. FL Cerl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' I s 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 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jqb t Truss Truss Type Oty Ply GHO Homes - Clementine - Classic T22068643 2445450 A17 ROOF SPECIAL GIRDER 1 e� L Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:03 2020 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-zHYx3bhVPPOEAYaht1 kWxJOaJY0oiTBmzouOYhyCgMA 13-6-8 -2-0-0 3-9-8 6-2.5 11-4-8 1 1-1 16-7-15 18-2-0 22.3.5 25-5-4 30.6-0 33-2-0 35-10-0 39-6-0 41-6-0 2-0.0 3-9-8 2.413 5-2-4 -9- 3.1-7 1-6-1 41-5 3-1-15 5-0.12 2.8-0 2-8-0 3-A 2-0.0 14.9 Scale = 1:75.1 5x6 = 3x6 = 5x6 = 4x8 = 5x12 = 4x12 = 4x6 = -15 13-6-8. 16-7-15 18-2-0, 22-3-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.40 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.65 15-16 >730 180 BCLL 0.0 Rep Stress Incr NO WE 0.95 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 537 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. 4-5: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 *Except* 6-0-0 oc bracing: 19-21 4-24,19-21: 2x4 SP No.3, 17-19: 2x6 SP No.2, 11-17: 2x6 SP M 26 9-11-10 oc bracing: 15-16 WEBS 2x4 SP No.3 *Except* 9-9-11oc bracing: 14-15. 16-20: 2x4 SP No.2 10-0-0 oc bracing: 22-24 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=370(LC 7) Max Uplift 2=-964(LC 8), 11=-1515(LC 8) Max Grav 2=2259(LC 1), 11 =3232(LC 1) FORCES. (lb) - Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4136/1540, 3-4=-4727/1794, 4-5=-4139/1651, 5-6=-3963/1622, 6-7=-3954/1572, 7-8=-6504/2649,8-9=-9514/4040,9-10=-9514/4040,10-11=-6505/2797 BOT CHORD 2-25=-1187/3639, 4-22=-596/1700, 21-22=-1450/4563, 20-21 =-1 322/4308, 18-19=-128/255, 16-18=-147/356, 15-16=-4769/11914,.14-15=-4795/11985, 13-14=-2346/5787,11-13=-2339/5775 WEBS 3-25=-836/380, 3-22=-126/577, 5-22=-915/410, 5-20=-1512/637, 7-16=-621/1590, 8-15=-371/908, 10-13=-105/342, 18-20=0/437, 6-20=-1156/3039, 7-20=-2462/1217, 16-20=-1969/5411, 22-25=-1178/3629, 8-14=-2985/1137, 10-14=1821/4502, 8-16=-6539/2822 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 964 lb uplift at joint 2 and 1515 lb uplift COrtlWOM 6A.page 2 11111111iI1I No 22839 ;. V R;?F R'DP ,. `ONAC'�,�. ��!l11111111� Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not at russ system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jqb I Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068843 2445450 A17 ROOF SPECIAL GIRDER 1 2 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:03 2020 Page 2 ID:gllBwLVNi6YkT17fiBJ8hFyw6EN-zHYx3bhVPPOEAYaht1 kwxJOaJYOoiT8mzouOYhyCgMA NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 100 lb up at 32-4-15, and 121 lb down and 71 lb up at 34-4-15, and 194 lb down and 119 lb up at 35-10-0 on top chord, and 1503 lb down and 648 lb up at 31-6-12, 40 lb down and 23 lb up at 32-4-15, and 40 lb down at 34-4-15, and 224 lb down and 132 lb up at 35-10-0 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=70, 5-6=70, 6-8=70, 8-10=-70, 10-12=-70, 24-32=-20, 23-24=-20, 21-22=-20, 11-19=-20 Concentrated Loads (lb) Vert: 10=-11(F) 13=-6(F) 38=-39(F) 39=-18(F) 40=-1503(F) 41=-33(F) 42=10(F) WARNING - VedN 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 prop edyincorporate 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 MiTeks is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 J b , Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068844 2445450 A18 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:04 2020 Page 1 ID:gllSwLVNi6YkTT1fiBJBhFyw6EN-RU5JHxi7Aj W5oi9tRIFIU WwhSyH7RvmwCSdx47yCgM9 12-1-15 -2-M 5-0-5 94-8 11-0-8 16-7-15 18-2-0 22-11-3 28G0 33-10-0 39-0-0 41-6-0 2-0-0 5-0-5 4d-3 2-2-0 0-7- 4-6-0 tE-1 4-9-3 5£-14 5-0-0 5-8-0 2-0-0 Scale = 1:75.1 5x6 = 3x6 = 3x6 i 5x8 = 3x4 = 10x20 MT20HS = 4x4 = 12-1-15 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 TCDL 15.0 Lumber DOL 1.25 BC 0.99 BCLL 0.0 Rep Stress Incr YES WE 0.99 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 2-21: 2x4 SP No.2, 18-20: 2x6 SP No.2, 17-19: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-20,20-23,15-18: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-371(LC 8) Max Uplift 2=-813(LC 10), 10=815(1_C 10) Max Grav 2=1935(LC 1), 10=1930(LC 1) DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.4319-20 >999 240 MT20 244/190 Vert(CT) -0.76 19-20 >626 180 MT20HS 187/143 Horz(CT) 0.28 10 n/a We Weight: 251 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-15, 8-12, 6-16, 5-18 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3444/1797, 3-4=-3091/1645, 4-5=-4356/2335, 5-6=-3047/1642, 6-7=2964/1645, 7-8=-3476/1882, 8-9=-3049/1678, 9-10=-3430/1761 BOT CHORD 2-23=-1354/3101, 19-20=-1887/4381, 18-19=-1720/4175, 13-15=-2253/4871, 12-13=-2250/4876, 10-12=-1299/2992 WEBS 3-23=-442/297, 4-23=-1470/705, 7-15=-151/298, 8-15=2063/1134, 8-12=-2091/1062, 9-12=-460/1135, 6-1 8=-1 064/2192, 5-20=-736/476, 5-18=-199711113, 7-18=-722/495, 4-20=-1476/3129, 20-23=-1269/3189, 16-19=-209/265, 15-18=-1132/2932 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 5-5-2, Exterior(2) 5-5-2 to 11-6-8, Interior(1) 11-6-8 to 14-2-10, Exterior(2) 14-2-10 to 22-1-6, Interior(1) 22-1-6 to 29-10-10, Exterior(2) 29-10-10 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 815 lb uplift at joint 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0",0�VleR P. I F No 228390 �• ' S 11111 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 verity the applicability of design parameters and prop edy incorporate this design into the overall p �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ! VI 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 ANSI/rPlf 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 Jqb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068845 2445450 A19 Roof Special 1 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 3u zuzu ml I eK Industries, Inc. Thu Dec 3 12:44:06 2020 rage 1 I D:gll8wLVNi6YkTT7fiBJBhFyw6EN-OsD4icjNiKmp1 OJ GY9HDZx0041?svglCfm628OyCgM7 -2-0-0 7-4-8 9-6-8 12-1-15 16-6-8 19-9-8 26-6-0 31-10-0 39-6-0 41-6-0 2-0-0 7-4- Scale 2-7-7 4-4-9 3-3-0 6-8-8 5 4-0 7-8-0 2-0-0 Scale = 1:75.1 5x6 = 5x6 = 3x6 = 7x8 = 3x4 = 3x6 = 6x8 = 3x6 = 7-4-8 26-6-0 LOADING (psf) TCLL 20.0 TCDL 15.0 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/TP12014 CSI. TC 0.92 BC 0.85 WB 0.92 Matrix -AS DEFL. in (loc) Vdefl Ud Vert(LL) 0.44 18-19 >999 240 Vert(CT) -0.78 18-19 >608 180 Horz(CT) 0.25 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 254 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 7-8,9-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 8-17, 6-19, 13-17 5-20,16-18: 2x4 SP No.3, 17-19: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 19-21,13-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-338(LC 8) Max Uplift 2=-817(LC 10), 10=-817(LC 10) Max Grav 2=1926(LC 1), 10=1926(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3316/1787, 3-4=-2958/1740, 4-5=-4609/2522, 5-6=-4725/2714, 6-7=-2936/1781, 7-8=-3316/1833, 8-9=-3929/2283, 9-10=-3306/1777 BOT CHORD 2-21 =-1 300/3006, 5-19=-394/351, 18-19=-1116/2912, 17-18=-847/2668, 13-15=-270/437, 12-13=-128512863, 10-12=-128612857 WEBS 3-21=-421/1007, 4-21=-2385/1193, 19-21=-1872/4203, 7-17=-461/1130, 8-17=-1234/869, 6-17=-66/361, 6-19=-1209/2225, 111111111111111 8-13=-1439/851, 9-13=-738/1344, 9-12=0/274, t%J1 j, 15-18=-250/363, 13-17=-1690/3658 ��� ER P,• Fi' ,��� NOTES- • ✓ 1 ) Unbalanced roof live loads have been considered for this design. �� �' F•••• �i 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; No 2283.9 •� Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 3-5-2, Exterior(2) * 3-5-2 to 9-6-8, Interior(1) 9-6-8 to 12-7-2, Exterior(2) 12-7-2 to 23-8-14, Interior(1) 23-8-14 to 27-10-10, Exterior(2) 27-10-10 to 35-9-6 — Interior(1) 35-9-6 to 37-8-1, Exterior(2) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & DOL=1.60 MWFRS for reactions shown; Lumber DOL=1.60 plate grip i •, OF 3) Provide adequate drainage to prevent water ponding. i '• 4� 4) All plates are 2x4 MT20 unless otherwise indicated. �i�'�� • 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 O f3 `Q Q:`���,� ��� ss • •, • •! • • • • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ��11 N 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 817 lb uplift at joint 2 and 817 lb uplift at 0 lilt, t���� joint 10. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Walter R Finn PE No.22839 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 Inv It building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jqb , Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22066846 2445450 A20 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:09 2020 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-oRvCKemF?F8NuT1 rDlrwBaecsz276BQfLkLilLyCgM4 1-2-10 5-0-8 7-6-8 12-1-15 14-6-8 16-7-15 21-9-8 24-6-0 29-10 0 r 34-1-1 , 39-6-0 _ �41-6-0 2-0-0 5-4-8 2-2-0 4-7-7 2-4-9 2-1-7 5-1-9 2-8-8 5-4-0 4-3-1 5-4-15 2-" 5x6 = 5x8 = 5x6 = "rA = Scale = 1:75.1 3x6 = 5x12 = 7x8 = 4x6 = 3x8 = 3x6 � LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 5-20,7-17: 2x4 SP No.3, 12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except' 19-21,16-18: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=297(LC 9) Max Uplift 2=-817(LC 10), 12=-817(LC 10) Max Grav 2=1926(LC 1), 12=1926(LC 1) 39-6-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.63 Vert(LL) 0.39 18-19 >999 240 MT20 244/190 BC 0.81 Vert(CT) -0.69 18-19 >688 180 WB 0.90 Horz(CT) 0.24 12 n/a n/a Matrix -AS Weight: 248 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3386/1879, 3-4=-3853/2207, 4-5=-4558/2535, 5-6=4581/2687, 6-7=-3483/2107, 7-8=-3474/2108, 8-9=-3133/1947, 9-10=-2696/1658, 10-11=-3053/1747, 11-12=-3396/1884 BOT CHORD 2-21=-1414/2987, 5-19=-350/326, 18-19=-1426/3286, 7-18=-283/249, 14-16=-1612/3350, 12-14=-1426/2976 WEBS 6-19=-957/1704, 6-18=-255/585, 8-18=438/1040, 8-16=-306/476, 9-16=-1180/798, 9-14=-900/580, 10-14=-439/987, 11-14=-429/289, 4-21=2221/1249, 19-21=1931/3979, 16-18=-1233/2797, 3-21=-773/1513 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 7-6-8, Interior(1) 7-6-8 to 10-7-2, Exterior(2) 10-7-2 to 24-6-0, Interior(1) 24-6-0 to 25-10-10, Exterior(2) 25-10-10 to 33-9-6, Interior(1) 33-9-6 to 37-8-1, Exterior(2) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 817 lb uplift at joint 2 and 817 lb uplift at joint 12. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 3 0 1111111111I� �ER P No 22839 i % S i 0 R 1 p P,N,��. "1 "%'% Walter R'Flnn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MIMI) 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 my 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 ,(ob , Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068847 2445450 A21 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:10 2020 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-GeTaX_mulZGEWdcl n7M9jnAkzNM4rdUoaO4GHnyCgM3 13-2-0 i -2:0 4-0-0 6-2-0 11-1-15 12-1-15 16.7-15 22-0-8 � 285-0 r 33-9-8 2X 2-0-0 4-0-0 2-2-0 411-15 _" 35-15 5-0-9 6-5.8 53-8 SA-8 1-0-1 Scale = 1:73.8 5x8 - 3x10 = 5x6 = 6 736 8 37 38 399 3x6 = 6x8 = 3x4 II 4x8 =4x6 = 3x8 = 3x8 = 13-2-0 4-0-0 6-2-0 11-1-15 12-1-15 1'7-15 22-0-8 28-6-0 , 39-" 4-0-0 2-2-0 4- 1-11 -0-0 3- 5.4 65-8 11-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 15.0 Lumber DOL 1.25 BC 0.89 BCLL 0.0 Rep Stress Incr YES WB 0.91 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-16: 2x4 SP No.3, 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-21: 2x4 SP No.1, 15-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=269(LC 9) Max Uplift 2=-811(LC 10), 11=814(LC 10) Max Grav 2=1938(LC 1), 11=1931(LC 1) DEFL. in (loc) I/deft L/d Vert(LL) 0.4217-18 >999 240 Vert(CT) -0.78 17-18 >610 180 Horz(CT) 0.27 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 244 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3475/1737, 3-4=-4319/2260, 4-5=-4955/2507, 5-6=-4968/2675, 6-7=-4074/2202, 7-8=-4048/2194, 8-9=-2591/1517, 9-10=-2962/1578, 10-11=-3375/1762 BOT CHORD 2-22=-1328/3066, 21-22=-1324/3068, 17-18=-1523/3684, 7-17=-290/239, 13-15=-1316/3150,11-13=-1315/2976 WEBS 3-21=-981/1865, 4-21=-2413/1290, 18-21=-2170/4642, 4-18=-275/248, 6-18=-942/1798, 6-17=-266/711, 15-17=-1299/3121, 8-17=-479/1181, 8-15=-687/368, 8-13=-845/406, 9-13=-3171891, 10-13=-539/348, 5-18=381/352 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 6-2-0, Interior(1) 6-2-0 to 9-2-10, Exterior(2) 9-2-10 to 17-1-6, Interior(1) 17-1-6 to 24-6-10, Exterior(2) 24-6-10 to 32-5-6, Interior(1) 32-5-6 to 37-8-1, Exterior(2) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 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 chard 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 811 lb uplift at joint 2 and 814 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ```,11111111/II���I No 22839 •„ '-fS,0 N A; Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall MiTek' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTek• 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 ANSVTPII 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 Jqb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068848 2445450 A22 Roof Special Girder 1 1 Job Reference (optional) builders FlfslSOUfce (Lady LaKe, FL), Lady Lake, FL - 344/2, t1.43U S NOV 3U ZUZU MI I eK mciustnes, Inc. I nu uec 5 1L:44iz LULU rage -I ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-DOaLygoBHAWyixmQvQOdpCG9?A2eJXV51 iZMMgyCgM1 i -53-10 -2-0-0 3-0-0 5-2-0 8-2-12 12-2-0 1G7-15 17-11-15 20.5-15 2440 2&2-0 28,10,0 342-0 34 10 30-GO , 4150 i 33-10 2-0 2-2-0 3-0-12 3-11-0 4-5-15 -0-0 26-0 3-10-0 3-10-0 0 S-0-0 0.1 0 5-26 2-0-0 Scale=1:83.8 8x10 = 3x6 II 6x8 = 48 = Bx10 6 36 7 8 9 37 38 10 3x4 46 i10 1 48 6.00 12 6x8 = 8xio = 5 11 12 2x4 11 3 4 zxa I I 2x4 11 2x4 11 2 21 20 13 2x4 1 d 7x8 = 14 1 d 25 24 23 227x10 = 19 18 17 16 15 46 = 3x6 II 5x12 = 3x4 II 3x4 11 5x8 = 4x8 = 2x4 11 4x6 46 = 7x8 = 29-8-3 i 53-10 5-2-0 8-2-12 12-1.15 18-7-15 17-11-1$ 206-15 24-4-0 28-2-0 2953� r 31-11-5 , 4-3-10 1SB-1_ 3950 53-10 2-2-0 3-0-12 3.11-3 46-0 -0-0 26-0 3-10-0 3-10.0 3-3 23-2 2-0-5 16.1 3-9-5 03-0 Plate Offsets (X Y)— [3:0-2-8 0-3-12] [10:0-1-12,0-4-01,[11:0-4-0 Edge][14:0-2-0,0-0-9],[18:0-3-8,0-3-8][20:0-2-4,0-4-4],[21:0-5-8,0-5-0],[23:0-3-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.33 20-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.58 20-21 >823 180 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.21 13 file file BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 317 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x8 SP 240OF 2.0E *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins. 1-3,11-14: 2x4 SP No.2, 3-4,10-11: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-9 oc bracing. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 9-16 2-22: 2x6 SP M 26, 6-22,7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 18-20,21-23: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=249(LC 7) Max Uplift 2=-1018(LC 8), 13=834(LC 8) Max Grav 2=2168(LC 36), 13=1941(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4121/1670, 3-4=-5391/2209, 4-5=-4580/1827, 5-6=-4989/1908, 6-7=4934/1926, 7-9=-4901/1919, 9-10=-2671/1120, 10-12=-3137/1218, 12-13=-3549/1284 BOT CHORD 2-25=-1347/3826, 24-25=-1366/3878, 23-24=-2106/5689, 6-21=-503/1490, 20-21=-1391/4389,7-20=-285/190,16-18=-1145/3624,15-16=-972/3116, . 13-15=-972/3116 WEBS 3-25=-207/521, 3-24=-857/2200, 4-24=-1506/617, 6-20=312/830, 12-16=490/207, 9-18=-700/338,9-16=-1257/463,18-20=-110013492,9-20=-499/1536,5-23=753/326, 5-21=-101/513, 21-23=-1466/4216, 4-23=-1626/696, 10-16=-316/1019 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 1018 lb uplift at joint 2 and 834 lb uplift at joint 13. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 142 lb up at 3-0-0, and 172 lb down and 115 lb up at 3-4-12 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 Continued on page 2 ,`Illlllll////� CEN' No 22839 • OW : S 11111 Walter P. Ann PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 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 Not 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/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 36610 Jqb , Truss Truss Type City Ply GHO Homes - Clementine - Classic T22068848 2445450 A22 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34412, tI.43U 5 NOV 3U ZULU mi I eK Inciusmes, Inc. I nu uec .5 1Z:44aZ ZUZU rage z ID:gli8wLVNi6YkTT7fiBJ8hFyw6EN-DOaLygo6HAWylxmQvQOdpCG9?A2eJXV51 iZMMgyCgM 1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=70, 4-6=70, 6-10=-70, 10-14=-70, 2-22=20, 20-21=20, 13-19=-20 Concentrated Loads (Ib) Vert: 25=-190(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jqb Truss Truss Type City Ply GHO Homes - Clementine - Classic T22068849 2445450 A23 Roof Special 1 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:14 2020 Page 1 I D: q l IBw LV N i6YkTT7fiBJ8h Fyw6E N-9Pi5N M pOpn ng?FwoOrQ5udLUC_OmnQ50V?2TRYyCgM? 6 8 8 8 6 8 13 4 8 17-11-10 16-p 8 2211 25 4 8 30-8 8 361-8 38-0 8, 6 8 8 1-10-0 4-10-0 4-7-2 0-0-14 _. 2 8-0 5 4-0 5-0-0 2-0-0 Scale=1:66.9 5x6 = 50 = 5x6 = 7x8 i 48 = 3x6 = 6x8 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 = 22-M 2x4 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 0.52 Vert(LL) -0.15 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.31 12-14 >867 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-2: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 20-21: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 18=Mechanical. (lb) - Max Horz 18=-235(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18 except 16=-184(LC 10), 14=-598(LC 10), 9=498(1_C 10) Max Grav All reactions 250 lb or less at joint(s) 18 except 16=422(LC 19), 14=1775(LC 1), 9=1032(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-9/354, 4-5=-1931772, 5-6=-888/621, 6-7=-1050/760, 7-8=-1228/719, 8-9=-1459/765 BOT CHORD 16-17=-437/400, 14-16=-801/585, 12-14=-14/297, 11-12=-1471773, 9-11=438/1251 WEBS 2-17=-419/367, 3717=-314/629, 3-16=755/424, 4-16=-241/545, 4-14=-69B/416, 5-14=-1367/733, 5-12=-354/847, 6-12=671/503, 7-12=-217/390, 7-11 =-1 83/530, 8-11=-428/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=l6omph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 10-7-14, Interior(1) 10-7-14 to 22-8-8, Exterior(2) 22-8-8 to 29-3-14, Interior(1) 29-3-14 to 34-2-9, Exterior(2) 34-2-9 to 38-1-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at joint(s) 18 except (jt=lb) 16=184,14=598,9=498. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ♦♦♦�♦ P�,C ER P No 22839 � r OF it/ i �s ..4t o N A� � %% Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 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 ANS11TPl1 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 Jqb , Truss Truss Type Qty Ply GHO Homes - Clementine -Classic T22068850 2445450 A24 Roof Special Girder 1 1 Job Reference o tional biuiiaers t-IrstJOurce (LaaY LaKe, t-L), Lacy LaKe, rL - 344tZ, 0.40U 5 Ivov aV cVCV rvu r ere nruu5uro5, a- r 1 w — J IL. 10 - raye I D: q I IBwLVNi6YkTr7fi BJBh Fyw6E N-dbGTbhgOa5vXdOV?aYyKQ ruaP 06P WvkXjfoOz?yCgM_ , 3-0-0 6-0-0 11-2-0 16-4-0 19-2-0 22-0-0 26-1-0 , 32-6-8 37-4-0 39-4-0 , 3-0-0 3-0-0 5-2-0 5-2-0 2-10-0 2-10-0-10-8 ' 4-9-8 ' 2-0-0 ' Scale = 1:69.6 5x6 = 6 5x8 = 6.00 12 2x4 II 4x6 = 5x12 = 2 3 4 3x4 28 7 30 31 32 27 2x4 11 2x4 11 of 1 8 2x4 11 ?I 9 .o 34 35 17 36 37 16 38 15 39 14 13 12 11 10 2x4 11 4x12 = 4x8 = 7x8 = 2x4 II 3x8 = 2x4 II 3x6 = 3x6 = 4xe = 3-0-0 , 6-0-0 , 11-2-0 16-4-0 19-2-0 22-0-0 26-8-0 32.6-8 , 37-4-0 , 3-0-0 3-0-0 5-2-0 5-2-0 2-10-6 2-10-0 4-8-0 5-10-8 4-9-8 ' Plate Offsets (X Y)-- [1:0-2-12 0-1-8] [2:0-6-0 0-2-8] [14:0-4-0 0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.22 17-23 >885 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.24 17-23 >824 180 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-MSH Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins. BOT CHORD 2x4 SP No.2 "Except" BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. 1-15: 2x4 SP No.1, 13-15: 2x6 SP No.2 WEBS 1 Row at midpt 4-16, 5-14 WEBS 2x4 SP No.3 "Except" 4-14: 2x6 SP No.2 OTHERS 2x4 SP No.2 "Except* 19-20: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 14=0-8-0, 8=0-8-0 Max Horz 1=-249(LC 6) Max Uplift 1=-749(LC 8). 14=-1500(LC 8), 8=-514(LC 25) Max Grav 1=1008(LC 17), 14=2708(LC 1), 8=1013(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1610/1267, 2-3=-894/929, 3-4=-894/929, 4-5=-485/1104, 5-6=-907/475, 6-7=-891/465, 7-8=-1479/579 BOT CHORD 1-17=-1054/1381, 16-17=-1070/1404, 14-16=-1104/734, 12-14=-300/852, 11-12=-302/848, 10-11=-355/1255, 8-10=-355/1255 WEBS 2-17=-397/555, 2-16=-693/387, 3-16=-660/522, 4-16=-1603/2219, 4-14=-1678/1184, 5-14=-1663/631, 5-11=-228/341, 6-11 =-1 84/417, 7-11=-663/273 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 100 lb uplift at joint(s) except Qt=lb) 1=749,14=1500,8=514. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 105 lb up at 3-0-12, 20 lb down and 48 lb up at 5-0-7, 172 lb down and 170 lb up at 7-0-7, 172 lb down and 170 lb up at 9-0-7, 172 Ito down and 170 lb up at 11-0-7, and 172 lb down and 170 lb up at 13-0-7, and 200 Ito down and 172 lb up at 15-0-7 on top chord, and 241 lb down and 181 lb up at 3-0-12, 187 lb down and 208 lb up at 5-0-7, 67 lb down and 104 lb up at 7-0-7, 67 lb down and 104 lb up at 9-0-7. 67 lb down and 104 lb up at 11-0-7, and 67 lb down and 104 lb up at 13-0-7, and 72 lb down and 21 lb up at 15-0-7 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 Continued on page 2 No 22839 • • 441 ,j • i C? ,'ss,O N A- E ♦�♦ !1 Walter R Finn PE No.22839 MITekUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 uponparameters 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 my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Jqb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068850 2445450 A24 Roof Special Girder 1 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 6.43U s NOV 3u zuzu ml I eK maustnes, Inc. I nu uec 3 iz:44:io zuzu rage - ID:qIIBwLVNi6YkTT7fiBJShFyw6EN-dbGTbhgOa5vXdOV?aYyKQruaPO6P WvkXjfoOz?yCgM_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-5=-70, 5-6=-70, 6-9=-70, 21-24=-20 Concentrated Loads (lb) Vert:16=-48(B) 3=-103(B) 27=-34(B) 29=-103(B) 30=-103(B) 32=-103(B) 33=-117(B) 34=-100(B) 35=-187(B) 36=-48(B) 37=-48(B) 38=-48(B) 39=-60(B) 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 M7ek0 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 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 AMSUTPl1 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 Jpb Truss Truss Type Qty Ply GHO Homes -Clementine -Classic T22066651 2445450 AGR Jack -Open Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:26 2020 Page 1 I D: q l l8wLV N i6YkTT7fiBJ Bh Fyw6EN-oj Qdu Szw_THzR5g6jMevN9rehp7xb5 P9Ftz6rsyCg Lp 3-0-0 3-0-0 Scale: V=1' 3x4 = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 15.0 Lumber DOL 1.25 BC 0.18 BCLL 0.0 Rep Stress Incr NO WB 0.02 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=77(LC 8) Max Uplift 1=-91(LC 8), 3=-95(LC 8) Max Grav 1=273(LC 1), 3=202(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl Ltd PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 2441190 Vert(CT) -0.01 5 >999 180 Horz(CT) 0.00 3 n/a, n/a Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) 1, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 100 lb up at 1-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pID Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 5=-208(B) ,,,,/1111111/////,, P�IER P, p/4 gee �. DENS . ti *.I. - No 22839 0,9�50 F Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 at russ 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?PI1 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 Jo qb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068852 2445450 131 Common 9 1 Job Reference o lional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34412, U.43U s NOV 31J ZUZU mi I eK Inaustnes, Inc. I nu uec a 'Ic.9v:Za ZVLG rage -I ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-Dl6mXU?oHOfYIYZhOVCc?oT2Q1 tfoL?bxrBmRByCgLm 2-0-0 5-1-4 10-8-0 16-2-12 21-4-0 23 4A 2-0-0 5-1-4 6-6-12 5-6-12 5-1-4 ' 2A-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 TCDL 15.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 Rep Stress Incr YES WB 0.41 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=262(LC 9) Max Uplift 2=-511(LC 10), 6=-511(LC 10) Max Grav 2=1109(LC 1).6=1109(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1622/831, 3-4=-1195/632, 4-5=-1195/632, 5-6=-16221831 BOT CHORD 2-8=496/1514, 6-8=-496/1420 WEBS 4-8=-150/670, 5-8=-561/351, 3-8=-560/351 Scale = 1:41.2 4x6 = DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.18 8-20 >999 240 MT20 2441190 Vert(CT) -0.38 8-17 >678 180 Horz(CT) 0.04 6 n/a n/a Weight: 108 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-10, Exterior(2) 6-8-10 to 14-7-6, Interior(1) 14-7-6 to 19-6-1, Exterior(2) 19-6-1 to 23-5-7 zone; cantilever left and 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=511, 6=511. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. PN-� EFt P.. ,c/ .� G E IV . �L .� ► No 22839 a OF nn1 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 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 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 ANSUTP/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 20601 Tampa, FL 36610 Jqb Truss Truss Type City Ply GHO Homes - Clementine - Classic T22068853 2445450 B2 Common 3 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MTek Industries, Inc. Thu Dec 312:44:30 2020 Page 1 I D: q IIBw LV N i6YkTT7fi B J BhFyw6E N-hUgBkgOQ2ioPwi8tyCj rX??D9RChXopIAVxJ_dyCgLl -21-0 5-1-4 10-M 16-2-12 21-4-0 2-0-0 5-1-4 5-6-12 5-6-12 5-14 2x4 0 10-8-0 4x6 = Scale = 1:39.3 I$ LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.52 BC 0.77 WB 0.44 Matrix -AS DEFL. in Vert(LL) -0.18 Vert(CT) -0.40 Horz(CT) 0.04 (loc) I/deft Lid 7-13 >999 240 7-13 >641 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=249(LC 9) Max Uplift 6=-349(LC 10), 2=-521(LC 10) Max Grav 6=953(LC 1), 2=1116(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1640/887, 3-4=-1214/688. 4-5=-1216/694, 5-6=-1667/974 BOT CHORD 2-7=-653/1498, 6-7=-769/1471 WEBS 4-7=-217/679, 5-7=-600/476, 3-7=-560/350 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-10, Exterior(2) 6-8-10 to 14-7-6, Interlor(1) 14-7-6 to 17-4-10, Exterior(2) 17-4-10 to 21-4-0 zone; cantilever left and right exposed ;C-C for members ,`,�1� P and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �-.� -C ER 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 �� `Q.�,.. ....... �� V:.G E N will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) No 22839 6=349,2=521. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum be directly to the bottom sheetrock applied chord. ; I—Q OF 441.1 Off. ., 4 O R �nnni�l, Walter P. Rnn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 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 M 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 ANSI/TPII 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 Jgti -r Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068854 2445450 BGE Common Supported Gable 1 1 Job Reference (optional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 0.4Ju 5 NOV JU ZUZU mi I eK Inousmes, Inc. I nu uec J iz:44:J­t zuzu rage ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-9gE WyA13pOwGXsj3WvE44DYNAgi5GKVuP9gtW3yCgLk -21-0 10-8-0 21-4-0 23-%4-0 , 2-0-0 10-8-0 10-8-0 ' N' 4x4 = 4x6 = Scale = 1:41.2 21-4-0 21-4-0 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 0.63 Vert(LL) -0.03 13 n/r 180 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.05 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WE 0.09 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017f rPI2014 Matrix-S Weight: 137 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 "Except" 1-24,25-26,13-27,28-29: 2x4 SP No.2 REACTIONS. All bearings 21-4-0. (lb) - Max Horz 2=-262(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 23, 17, 16, 14 except 2=-267(LC 10), 22=-133(LC 10). 15=-133(LC 10), 12=-267(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 18, 19, 20, 22, 23, 17, 16, 15, 14 except 2=329(LC 1), 12=329(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-103/381, 7-8=103/381 BOT CHORD 2-23=-85/306, 22-23=-85/306, 20-22=-85/306, 19-20=-85/306, 18-19=-85/306, 17-18=-85/306, 16-17=-85/306, 15-16=-85/306, 14-15=-85/306, 12-14=-85/306 WEBS 16-19=-173/300, 8-17=-172/300 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=1021t L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -2-1-7 to 1-9-15, Exterior(2) 1-9-15 to 6-8-0, Corner(3) 6-8-0 to 14-8-0, Exterior(2) 14-8-0 to 19-6-1, Corner(3) 19-6-1 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 23, 17, 16, 14 except (jt=lb) 2=267, 22=133, 15=133, 12=267. 10) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 12. • ENSF•.�' �. No 22839 4"'11 f0 N A"i- Walter R'Rnn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 at russ system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall l� A�s building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' V1iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and 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 Jgb r Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068855 2445450 BGR Jack -Closed Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34412, rs.4aU 5 NOV JU ZUZU w11 I eR InUU51rIe5, mu. I nu UeU J I Z:44.04 LULU r Yl I I D:gllBwLVNi6YkTl7fiBJ8hFyw6EN-dtov9V1 haJ26901G4dlJcQ5eKE05?o81 epQQ2 WyCgLj 3-8-0 , Scale = 1:13.8 0 3x6 I I 46 = 3-8-0 3-8-0 Plate Offsets (X Y)-- [1:0-6-0 0-1-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 3-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 3-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 3-8-0 oc purlins, BOT CHORD 2x8 SP 240OF 2.0E except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=94(LC 8) Max Uplift 1=-666(LC 8), 3=-628(LC 8) Max Grav 1=1575(LC 1), 3=1523(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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip.DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIIrPI 1. 3) Gable studs spaced at 2-0-0 oc. 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. `�� -� ER P, ,� J# �/� �j 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ��......... , • E N$ 1=666, 3=628. ��, v ••' \Ci V F•�'. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1393 lb down and 653 lb up at 0-8-12, and 1388 lb down and 540 lb up at 2-8-12 on bottom chord. The design/selection of such connection device(s) is the No 22839 �� 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 ' i ', F 141 Uniform Loads OSA (plf)�Vert: 1-2=-70,1-3=-20Q Concentrated ads R �Q�, \ �� ��0NAN Vert: 6� 3931(B)7=-1388(B) E %%% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING - Verity 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, notMal' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 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 JQb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068856 2445450 C1 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:33 2020 rage 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-53M HMr2J LdAzn9tSdKGY9edmveKykDNBsT9zbyyCgLi 2-0-0 5-0-0 8 6 0 13-6-0 15-M � 5-0-0 31:06 5-0-0 ' 2-0-0 Scale: 3/8"=l' 4x8 = 21 4x4 = x4 5-M , 8-6-0 , 13-0-0 5-0-0 3-6-0 5-0-0 ' Plate Offsets (X Y)— [3:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.07 8-17 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 70 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=146(LC 7) Max Uplift 2=-703(LC 8), 5=-707(LC 8) Max Grav 2=1130(LC 29). 5=1122(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1643/960, 3-4=-1428/917, 4-5=-1647/969 BOT CHORD 2-8=-750/1480, 7-8=-764/1502, 5-7=-733/1455 WEBS 3-8=-242/399, 4-7=-217/400 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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. �/� �j� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� `Q.�••. • • • E N S �• will fit between the bottom chord and any other members. ♦♦� �l �C �i V F•••. �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) ♦♦ 2=703, 5=707. No 22839 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 108 lb up at 5-0-0, and 150 lb down and 99 lb up at 6-9-0, and 271 lb down and 216 lb up at 8-6=0 on top chord, and 310 lb down and 245 lb up at 5-0-0, and 52 lb down and 86 lb up at 6-9-0, and 310 lb down and 245 lb up at 8-5-4 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). 13 ; 0 F : ��/: • ��' Q;•'��,�♦ LOAD CASE(S) Standard 4 O R `Q ••.,,,, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ��, ss `�? �� Uniform Loads A�\���� Vert: 1(3I-70, 3-4=-70, 4-6=-70, 15-18=-20 QN Concentrated Loads (lb) Vert: 3=-45(B) 4=-45(B) 8=-129(B) 7=-129(B) 21=-45(B) 22=-26(B) - Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 Nat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSH-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 it r•b Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068857 2445450 C2 Common 5 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, -2-0-0 i _ 6-9 2-0-0 6-9 M 14 d 2x4 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:34 2020 Page 1 I D:gll8wLVNi6YkTT/fiBJBhFyw6EN-ZFvfaB3x6xlgOJReB2nnirAu92fgThjK57vX7OyCgLh 13-6-0 15-6-0 6-9-0 2-0-0 Scale = 1:31.2 44 = 6-9-0 i 13-6-0 6-9-0 6-9-0 ' LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 15.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr YES WB 0.12 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS 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) 2=0-8-0, 4=0-8-0 Max Horz 2=181(LC 9) Max Uplift 2=-380(LC 10), 4=380(LC 10) Max Grav 2=756(LC 1), 4=756(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-783/410, 3-4=-783/410 BOT CHORD 2-6=-60/628, 4-6=-60/628 WEBS 3-6=0/324 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.07 6-15 >999 240 MT20 2441190 Vert(CT) -0.12 6-18 >999 180 Horz(CT) 0.01 4 n/a n/a Weight: 63 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 2-9-10, Exterjor(2) 2-9-10 to 10-8-6, Interior(1) 10-8-6 to 11-8-1, Exterior(2) 11-8-1 to 15-7-7 zone; Cantilever 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=380, 4=380. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`�11111111///� C�.0 No 22839 CC OSA?IF= : 441 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 d& 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 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 ANSUIPII 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 J0 r Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068858 2445450 C3 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:35 2020 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-1 RT1 nX4ZtEQhOTOrIIJOE3j36SyNC8TUKne4fgyCgLg -2-0-0 6-9-0 8-3-6 13-6-0 15 6-0 2 0 0 6-9-0 1-0 6 5-2-10 2-0-0 Scale = 1:29.1 4x4 = 7-M 8-3 6 13-M 7-M 1-2-15 5-2-10 Plate Offsets (X,Y)— 12:0-0-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in '(loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.11 10-19 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.31 10-19 >522 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.22 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 3-10,4-7: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=181(LC 9) Max Uplift 2=-380(LC 10). 5=380(LC 10) Max Grav 2=756(LC 1). 5=756(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-721/402, 3-4=928/527, 4-5=-849/495 BOT CHORD 2-10=-53/578, 3-9=1931466, 8-9=-290/1127, 5-7=-177/689 WEBS 4-9=-497/293 PLATES GRIP MT20 244/190 Weight: 69 lb FT = 20% TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 2-9-10, Exterior(2) 2-9-10 to 10-8-6, Interior(1) 10-8-6 to 11-8-1, Exterior(2) 11-8-1 to 15-7-7 zone; cantilever left and 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=380, 5=380. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %%III111/////,, ,`�P�� G E•N S No 22839 �O .•. S A F � Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® WARNING - VedN design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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/rPl1 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 I Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068859 2445450 C4 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:36 2020 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-We1 P?t4BeYYYedb1 JTgFnGFE6rEdxU NdYQOeBHyCgLf 2-0-0 1-9-7 3-0-6 6-9-0 10-6-11 13-6-0 15-6-0 2-0-0 1-9-7 1-2-15 3-8-10 3-9-11 2-11-5 2-0-0 6 d 3-0-6 6-9-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 15.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr YES WB 0.56 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 `Except' 3-13,10-12: 2x4 SP No.3, 4-11: 2x4 SP No.1 WEBS 2x4 SP M 31 `Except` 6-9: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=181(LC 9) Max Uplift 2=-383(LC 10), 7=-380(LC 10) Max Grav 2=751(LC 1), 7=755(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/299, 3-4=-266/319, 4-5=-906/427, 5-6=-702/423, 6-7=-984/590 BOT CHORD 4-12=-64/841, 11-12=-64/841, 7-9=-295/855 WEBS 9-11=-22/290, 5-11=-72/377, 6-9=-365/265 Scale = 1:29.1 4x4 = DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL)-0.2411-12 >682 240 MT20 244/190 Vert(CT) -0.55 11-12 >297 180 Horz(CT) 0.35 7 n/a n/a Weight: 76 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-6-14, Interior(1) 1-6-14 to 2-6-8, Exterior(2) 2-6-8 to 10-9-1, Interior(1) 10-9-1 to 11-8-1, Exterior(2) 11-8-1 to 15-7-7 zone; cantilever left and 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=383,7=380. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 I� d d 1111111111j1 -�ER P i No 22839 A O F : �/: Walter'P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VI 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 ANSYM11 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 Jqb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22066660 2445450 C5 Common 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 Mi IeK Industries, Inc. I nu ueC 3 12:44:3/ LULU rage 1 I D: q I IBw LV N i6YkTT7fi B J BhFyw6E N-_gboC D5pPsg PFnADsALUJ Uo N_FeNg2P m n47BkjyCgLe -2 %O 6-9-0 13-6-0 2-0-0 6-9-0 6-9-0 Scale = 1:26.9 4x4 = .'t d 2* 6-9-0 6-9-0 6-9-0 Plate Offsets (X Y)-- [2:0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.12 5-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.16 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=169(LC 9) Max Uplift 4=-212(LC 10), 2=395(LC 10) Max Grav 4=596(LC 1), 2=768(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-816/494, 3-4=-810/478 BOT CHORD 2-5=-252/632, 4-5=-252/632 WEBS 3-5=-36/333 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 2-9-10, Exterior(2) 2-9-10 to 13-6-0 zone; cantilever 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=212, 2=395. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. 4 ER P, F�� • LENS .ti'�. No 22839 :��:. nnn Walter P.Tinn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pli 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 GHO Homes - Clementine - Classic T22068861 2445450 C6 Common 3 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. I Mu Dec 3 12:44:31 2U2U Hage 1 ID:gllBwLVNi6YkT17fiBJ8hFyw6EN-_gboCD5pPsgPFnADsALUJUoN_FeNg2Pmn47BkjyCgLe -2-0-0 6-9-0 i 13-6-0 2-0-0 6-9-0 6-9-0 Scale = 1:26.1 44 = 2x4 LOADING (psf) TCLL 201.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2X4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 , 6-9-0 1 13-6-0 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.68 Lumber DOL 1.25 BC 0.64 Rep Stress Incr YES WB 0.13 Cade FBC2017/TP12014 Matrix -AS REACTIONS. (size) 4=Mechanical, 2=0-8-0 Max Horz 2=169(LC 9) Max Uplift 4=-212(LC 10), 2=-395(LC 10) Max Grav 4=596(LC 1), 2=768(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-816/494, 3-4=-810/478 BOT CHORD 2-5=-252/632, 4-5=-252/632 WEBS 3-5=-36/333 DEFL. in floc) I/deft L/d PLATES GRIP Vert(LL) 0.12 5-11 >999 240 MT20 244/190 Vert(CT) -0.16 5-11 >999 180 Horz(CT) 0.01 4 n/a n/a Weight: 55 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 2-9-10, Exterior(2) 2-9-10 to 13-6-0 zone; cantilever 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing.plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=212,2=395. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 22839 : XX OF :�41-Z Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: December 3,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 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 Jmb I Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068862 2445450 CGR1 Jack -Closed Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:38 2020 Page 1 I D: q I IBwLV N i6YkTT7fiB J8hFyw6EN-SO9AQZ6S99oGtxlQQusjsh LeafxRP P?wOktkG9yCg Ld 4-0-14 7-0-0 4-0-14 2-11-2 I 3x8 = exw li 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=184(LC 8) Max Uplift 1=-351(LC 8), 4=-545(LC 8) Max Grav 1=1039(LC 1), 4=1306(LC 1) 4-0-14 7-0-0 CSI. DEFL. in (loc) I/defl Ud TC 0.30 Vert(LL) -0.03 5-7 >999 240 BC 0.78 Vert(CT) -0.06 5-7 >999 180 WB 0.49 Horz(CT) 0.01 4 n/a n/a Matrix -MP FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1463/473 BOT CHORD 1-5=-544/1293, 4-5=-544/1293 WEBS 2-5=-444/1282, 2-4=-1 5901669 Scale = 1:22.0 PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) except Qt=lb) 1=351, 4=545. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 576 lb down and 232 lb up at 1-10-12, and 576 lb down and 232 lb up at 3-10-12, and 576 lb down and 231 lb up at 5-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 1-4=-20 Concentrated Loads (lb) Vert: 5=-576(F) 8=-576(F) 9=576(F) No 2'2839 :jr S A F �141 • 11111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 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 MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V IiTek6 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/fP11 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 GHO Homes - Clementine - Classic T22068863 2445450 CGR2 Jack -Closed Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:39 2020 Page 1 I D:q I18wLVN i6YkTl7fi BJ 8h Fyw6E N-wDjYdv74wTw7 V4Kc_bNyPvinb3MeBnU3FO clocyC g Lc 3-2-6 5-2-8 3-2-6 2-0-2 Scale = 1:17.6 5x6 = 6x6 = 3-2-6 5-2-8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.41. BC 0.46 WB 0.79 Matrix -MP DEFL. in Vert(LL) 0.03 Vert(CT) -0.05 Horz(CT) 0.01 (loc) I/defl Ud 5-7 >999 240 5-7 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 29lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=136(LC 8) Max Uplift 1=-637(LC 8), 4=-579(LC 8) Max Grav 1=1789(LC 1), 4=1469(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1966/670 BOT CHORD 1-5=-691/1762, 4-5=-691/1762 WEBS 2-5=-745/2082,2-4=-2295/900 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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. ,t1tiII1171111111 4) Refer to girder(s) for truss to truss connections. � .� ER P 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) �� ``p.� 1=637, 4=579. `�� V ,•'�C F N S'• 'Y �i� 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1392 lb down and 538 Ito up at V F•'•,• �� 1-3-4, and 1411 lb down and 528 lb up at 3-3-4 on bottom chord. The design/selection of such connection device(s) is the No 22839 responsibility of others. .�• * * ► 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 53 •• Q F 44/ Uniform Loads (plf) .0 Vert: 1-3=-70, 1-4=-20 0i�'�•••, Concentrated Vert: 5=-14111(F)8=1392(F) Uilllll� Wafter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 Sale 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 ANSI11'"Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job % Truss Truss Type City Ply GHO Homes - Clementine - Classic T22068864 2445450 CA Jack -Open 15 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:40 2020 Page 1 I D: q ll8wLV N i6YkTT7fiBJ8h Fyw6E N-0 P HwgF8ihn2_6EvoY lu Bx6QwKTottQ7 DT2MrK2yCg Lb -2-0-0 1-0-0 2-0-0 1-0-0 �3 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 15.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frPI2014 Matrix -MP 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 Max Horz 2=113(LC 10) Max Uplift 3=-115(LC 1), 2=369(1_13 10) Max Grav 3=183(LC 10), 2=354(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:10.3 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.00 10 >999 240 MT20 244/190 Vert(CT) 0.00 10 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left 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 100 lb uplift at joint(s) except (jt=lb) 3=115, 2=369. ```0111111/III14I -C ER F No 22839 441 OF Walter R Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Cdteda, 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 GHO Homes - Clementine - Classic T22068865 2445450 CJ1A Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:40 2020 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-OPHwgF8ihn2_6EvoYluBx6Q?4TpXtQ7DT2MrK2yCgLb -1-6-3 1-0-0 1-6-3 1-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=86(LC 10) Max Uplift 3=-30(LC 1), 2=-210(LC 10) Max Grav 3=72(LC 10). 2=221(LC 15) Scale: 1.5"=l' CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.24 Vert(LL) 0.00 7 >999 240 MT20 2441190 BC 0.03 Vert(CT) 0.00 7 >999 180 WB 0.00 Horz(CT) 0.00 2 n/a n/a Matrix -MP Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left 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 100 lb uplift at joint(s) 3 except Qt=lb) 2=210. R P.GEN No 22839 . Inn Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 A WARNING - Ved/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jib r Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068866 2445450 CAB Jack -Open 1 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:41 2020 Page 1 I D: q I IBw LV N i6YkT17fiBJ8hFyw6E N-sbq I2a8KS4ArkOU_50P QU KzCys95ctNM ii5PtU yCg La 1-0-0 1-0-0 2x4 = 0 6 N 0 Scale = 1:7.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0 Max Horz 2=66(LC 10) Max Uplift 3=-3(LC 7), 2=-121(LC 10) Max Grav 3=21(LC 3), 2=146(LC 15) 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever 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 ahy 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 100 lb uplift at joint(s) 3 except Ot=lb) 2=121. +`��11/1111/III,,I �� �R • P' FAN J* No 22839 � r �O. OF RI `� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual builtling. 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 �1Y�e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//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, MD 20601 Tampa, FL 36610 ,lob Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068867 2445450 CJ3 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:412020 Page 1 I D: q I IBwLV Ni6YkTT7fi BJ8hFyw6E N-sbq 12a8KS 4ArkO U_50P QUKz31 s8N ctN Mii5PtUyC gLa -2-0-0 2-11-4 2x 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.01 2-4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.12 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 FBC2017/TP12014 Matrix-P 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=163(LC 10) Max Uplift 3=-25(LC 7), 2=-348(LC 10), 4=-36(LC 6) Max Grav 3=34(LC 6), 2=369(LC 1), 4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.1 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=348. GEMS � �i No 22839 S : 411ORI till III, Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 r 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 ANS11rioli 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 n Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068868 2445450 CJ3A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 2x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:42 2020 Page 1 I D:q l lBwLV N i6YkTT7fiB J8hFyw6E N-KoOhFw9yDOliMY3BfjxfOXVLFG ROLKcWxMryPwyC gLZ 3-0-0 3-0-0 3-0-0 Scale: V=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL .1.25 BC 0.20 Vert(CT) 0.02 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 10 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 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=79(LC 10) Max Uplift 1=-85(LC 10), 2=75(LC 10), 3=-52(LC 10) Max Grav 1=132(LC 1), 2=93(LC 15), 3=57(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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left 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 100 lb uplift at joint(s) 1, 2, 3. 11111111//lI -CER P. R �J# 'LENS No 22839 Z OF :�141 F ,0NIA' E����• Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® 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 verily the applicability of design parameters and properly incorporate this design into the overall r 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 ANS117pil Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Jmb > Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068869 2445450 CJ5 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:43 2020 Page 1 I D: q I IBw LV Ni6YkTT7fiB J8hFyw6E N-o_y3TGAa_iQZ_ieN D RS uZi2Rugng4nsf9OaVxNyCg LY -2-0-0 4-4-0 2-0-0 4-4-0 c� d 2w 4-4-0 n Cb ry Scale = 1:18.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.02 4-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.04 4-10 >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 FBC2017rrP12014 Matrix -AS Weight: 21 lb FT = 20% 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=202(LC 10) Max Uplift 3=-75(LC 10), 2=-243(LC 10) Max Grav 3=132(LC 15), 2=381(LC 15), 4=74(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=243. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. -� ER • P No 22839 3 eTTI�. •; � -Z Intl Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or 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 ANSVTPII 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 Jeb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068870 2445450 EJ3 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:43 2020 Page 1 I D: q I IBw LVNi6Yk1T/fi BJ BhFyw6E N-o_y3TGAa_iQZ_ieN D RSuZl2Ragp44nsf90aVxNyCgLY -2-0-0 3-0-0 _ 2-M 3-0-0 0 0 2H 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.01 4-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP 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=166(LC 10) Max Uplift 3=-34(LC 7). 2=-251(LC 10) Max Grav 3=75(LC 15), 2=336(LC 15), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.3 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever 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 100 lb uplift at joint(s) 3 except Qt=lb) 2=251. t11111111/// P. No 22839 � 1 r ), 0�1 - %q r a C? ss/O N A' ��,`,� 00 Walter R Finn PE No.22839 MiTek USA, Inc.'FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.Sol 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 � A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VI iTe ke 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 ANS11TPI1 Duality 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 Ju'b Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22066671 2445450 EJ5 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 2x- 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:45 2020 Page 1 I D: ql ISw LV Ni6YkTT7f1B J8hFyw6EN-IN4puyBrWJ gGD7nm KsUMeA7lkU QLYhMydK3cOFyCgLW 5-0-0 5-0-0 Scale = 1:20.2 5-0-0 5-0-0 Plate Offsets (X Y)— [2:0-2-0 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 0.69 Vert(LL) 0.09 2-4 >607 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.08 2-4 >713 180 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-P Weight: 23 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=218(LC 10) Max Uplift 3=-81(LC 10), 2=-363(LC 10), 4=-66(LC 6) Max Grav 3=142(LC 15), 2=425(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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left 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 100 lb uplift at joint(s) 3, 4 except at=lb) `,11111 2=363. No 22839 XX S A F : �'C1 40 11111 Waiter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN 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 I Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068872 2445450 EJ5A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:46 2020 Page 1 I D: q I IBw LV N i6YkTT7fi BJBh Fyw6E N-DZe B 51CTHdp7r9MyuZ7bB NgxjtkYH8c5s_19YiyCgLV 5-0-0 5-0-0 2x4 = 5-0-0 Scale = 1:17.0 5-0-0 Plate Offsets (X Y)-- [1:Edge 0-0-4j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.14 3-6 >436 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.12 3-6 >501 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=132(LC 10) Max Uplift 1=-144(LC 10), 2=131(LC 10), 3=-82(LC 10) Max Grav 1=222(LC 1), 2=164(LC 15), 3=94(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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left 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 100 lb uplift at joint(s) 3 except Qt=lb) 1=144, 2=131. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,``,�t1111111II�',I ,�� . ER P.ZoEN 41 .� No 22839 r ry. OF OR IV Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: December 3,2020 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 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/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 36610 I Truss Truss Type Oty Ply GHO Homes - Clementine - Classic IJob T22068873 2445450 E.16 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, -2-0-0 2x, LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:47 2020 Page 1 ID:gllBwLVN i6YkT17fiBJ8hFyw6EN-hlCaleD52wx_SJx8SGWgjbC3?H2GOasF4eYj48yCgLU 6-0-0 Scale = 1:22.6 w N CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.77 Vert(LL) 0.22 4-10 >330 240 MT20 244/190 BC 0.67 Vert(CT) 0.19 4-10 >384 180 WB 0.00 Horz(CT) -0.01 3 n/a n/a Matrix -AS Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=246(LC 10) Max Uplift 3=-141(LC 10), 2=-361(LC 10), 4=-84(LC 7) Max Grav 3=186(LC 15), 2=442(LC 1), 4=107(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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left 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 100 lb uplift at joint(s) 4 except Qt=lb) 3=141, 2=361. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,��IIIIIIIIIII %%-� ER P, GENS, •: L �. No 22839 r • r � • S111"1 5 �U OR 11,111111110 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 Sol 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/rPll 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, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068874 2445450 EJ6A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:48 2020 Page 1 ID:gllSwLVNi6YkTT7fiBJ8hFyw6EN-9ymyW EjpE3r4TWL0_13GoIG8hOell5OJIIGcayCgLT 6-0-0 6-0-0 3x4 = 6-0-0 6-0-0 Plate Offsets (X Y)-- [1:0-2-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 15.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017fTP]2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=159(LC 10) Max Uplift 1=-59(LC 10), 2=-140(LC 10), 3=-l(LC 10) Max Grav 1=274(LC 15), 2=214(LC 15). 3=112(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.8 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.12 3-6 >583 240 MT20 2441190 Vert(CT) -0.14 3-6 >522 180 Horz(CT) -0.00 2 n/a n/a Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever 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 100 lb uplift at joint(s) 1, 3 except Qt=lb) 2=140. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 22839 OF :�44/ fill Walter P.Tlnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING -Verily 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 p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' IiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jbb ' Truss Truss Type city Ply GHO Homes - Clementine - Classic T22068675 2445450 EJ6B Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, n d 2x, 2-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:48 2020 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-9ymyV\EjpE3r4TWL0 13Goll2hKulObOJIIGcayCgLT 4-11-11 6-0-0 4-11-11 1-0-5 4x4 = Scale = 1:21.1 i 4-11-11 4-11-11 Plate Offsets (X Y)— [2:0-0-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.26 6-12 >273 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.22 6-12 >317 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.07 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=221(LC 10) Max Uplift 4=-21(LC 6), 2=-373(LC 10), 5=-188(LC 10) Max Grav 4=34(LC 1), 2=442(LC 1), 5=207(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-198/324 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; 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. �IIIII � 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 �� ER P. F� 1i�� will fit between the bottom chord and any other members. ,�� `P. . • ...... V ENS' ••• ":� �i 6) Refer to girder(s) for truss to truss connections. ��� �Ci •• V F �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4 except 0t=1b) �� 2=373, 5=188. No 22839 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. •.40R10 �N1�. 0 N AL Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 A WARNING - Vedfy 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 tfie applicability of design parameters and properly Incorporate this design into the overall Nil building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//rPlf 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 Jbb Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068876 2445450 EJ7 Jack -Open 1 6 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:49 2020 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-d8JKjJFLaYBiid5XZhZlpOIP75n5UULYYyl g9OyCgLS -2-0-0 7-0-0 2-0-0 7-0-0 Scale = 1:24.9 2x4 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) 0.32 4-10 >257 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.28 4-10 >299 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=273(LC 10) Max Uplift 3=-168(LC 10), 2=385(LC 10), 4=-101(LC 7) Max Gram 3=222(LC 15), 2=483(LC 1), 4=129(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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left 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 100 lb uplift at joint(s) except Gt=lb) 3=168, 2=385, 4=101. 6) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. R P, . �. -GEAf No 22839 • s .14 10N A i:�%% Intl Waiter Finn PE No.22839 MiTek USA, Inc. FL Cert.6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 n building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' I 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 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 J6b ' Truss Truss Type City Ply GHO Homes - Clementine - Classic T22068877 2445450 EJ38 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, -2-0-0 rr d 2x 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:44 2020 Page 1 ID: gll8wLVNi6YkTT7fiBJ8hFyw6EN-HAWRgcBCI?YPbsCZn8z76yacJ48bpE6oOgK3TpyCgLX 3-8-0 Scale = 1:16.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.01 4-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 4-10 >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 FBC2017rrPI2014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 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=184(LC 10) Max Uplift 3=-55(LC 10), 2=245(1_13 10) Max Grav 3=104(LC 15), 2=357(LC 15), 4=60(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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever 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 100 lb uplift at joint(s) 3 except Ct=lb) ```1/1111111111�, 2=245. No 22839 • r • 4#��s`S�O N A 1n11 Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® 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 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 veriy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 J6b Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22066878 2445450 EJ38A Jack -Open 1 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 2x4 = 3-8-0 3-8-0 3-M 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:44 2020 Page 1 ID: q ll8wLV Ni6YkTTTfi BJ BhFyw6E N-HAWRgcB C I?YPbsCZn8z76ya hA47JpE6oO g K3TpyCgLX m m Scale = 1:13.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 3-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.02 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=97(LC 10) Max Uplift 1=-35(LC 10), 2=81(LC 10), 3=-5(LC 10) Max Grav 1=166(LC 15). 2=125(LC 15), 3=70(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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever 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 100 lb uplift at joint(s) 1, 2, 3. ``�IIIIIIIl1III �•�%��P�'�c N0 22839 � r r � I. O•• S '•�1JJ` Ai E� %�• Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedy, 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 ANSI1rPI1 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 Jbb ' Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22068879 2445450 EJ52 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), 2X, Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:45 2020 Page 1 ID:gllBW LVNi6YkTT7fiBJ8hFyw6EN-DZeB51CTHdp7r9MyuZ?bBNgy7to9H8c5s_p9YiyCgLV -2-0-0 5-2-8 2-0-0 5-2.8 5-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.04 4-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.07 4-10 >852 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS 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=225(LC 10) Max Uplift 3=-100(LC 10), 2=-244(LC 10) Max Grav 3=168(LC 15), 2=415(LC 15), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:20.7 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever 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 100.Ib uplift at joint(s) 3 except at=lb) 2=244. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,11111111/!Il. 1I No 22839 r :�3 S A F ' �,`,� �!!!l1111110, Walter R Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® 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 MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent 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/TPil 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 Jbb ITruss Truss Type Qty, Ply GHO Homes - Clementine - Classic T22068880 2445450 H6 Jack -Open Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. I hu Dec 3 12:44:b0 2020 Page 1 I D: q l l8wLV N i6YkTT7fiB J8hFyw6E N-5KtixfFzLrJZJngj7P4XLDgfFV04DxghmcnN hTyCg LR -2-0-0 3-0-0 6-0-0 2-0-0 3-0-0 3-0-0 Scale = 1:17.2 4x4 = 3-0-0 6-0-0 , 3-0-0 3-0-0 Plate Offsets (X Y)-- [2:0-3-12 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 0.45 Vert(LL) -0.23 6 >306 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.32 6 >221 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.16 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2b14 Matrix -MP Weight: 28 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.1 BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=168(LC 8) Max Uplift 4=-67(LC 4), 2=-413(LC 8), 5=-161(LC 5) Max Grav 4=105(LC 36), 2=483(LC 36), 5=231(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-284/166 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This l ve load nonconcurrent with any other ve loads. ,J F Thistruss truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where allrectangle 3-6-0 tall by 2-0-0 wide 5) ������� ER P. �/�,1 �j� will fit between the bottom chord and any other members. 6) Refer to for truss to truss connections. �� `P.� •.. • • • •. V E IV S+ •• Y �� girder(s) 7) Provide truss to bearing capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) ,�� �G •� 's. mechanical connection (by others) of plate 2=413,5=161. NO 22839 •� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274 lb down and 178 lb up at * 3-0-0, and 98 lb down and 47 lb up at 5-0-12 on top chord, and 254 lb down and 64 lb up at 3-0-0, and 76 lb down and 2 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) loads to the face the truss front or back section, applied of are noted as (F) (B). •; LOAD CASE(S) Standard • ,i�'��s 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • 0 R P ;��,, Uniform Loads (plf) 4=-70, 5-10=-20 '�ONA� Concentrated Loads (lb) Vert: 6=32(F) 13=-2(F) 14=2(F) Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 J b Truss Truss Type Qty Ply - Clementine - ClassicT22066681 2445450 H7 Half Hip Girder 2eference FGHOHomes (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MTek Industries, Inc. Thu Dec 3 12:44:51 2020 Page 1 I D: q I18wLV Ni6YkTT7fiBJBh Fyw6E N-ZW R48? Gb69RQxwFvh6bmuRNrqu WdyMAq?G WwDvyC gLQ -2-0-0 5-D-D 7-0-0 2-0-0 5-D-0 2-0-0 2XI LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL .1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrPI2014 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) 2=0-8-0, 5=Mechanical Max Harz 2=222(LC 8) Max Uplift 2=-452(LC 8), 5=380(1_C 8) Max Grav 2=524(LC 1), 5=520(LC 32) 4x4 = 3x4 = Scale = 1:21.1 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.40 Vert(LL) 0.04 6-12 >999 240 MT20 2441190 BC 0.26 Vert(CT) -0.04 6-12 >999 180 WB 0.17 Horz(CT) 0.00 5 n/a n/a Matrix -MP Weight: 40 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. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-430/215, 3-4=320/232 BOT CHORD 2-6=-237/325 WEBS 4-5=-535/388, 4-6=418/575 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left 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 100 lb uplift at joint(s) except Qt=lb) 2=452, 5=380. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 271 lb down and 216 lb up at 5-0-0 on top chord, and 365 lb down and 245 lb up at 5-0-0 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=-70, 3-4=-70, 5-10=-20 Concentrated Loads (lb) Vert: 3=-45(B) 6=-129(B) ♦♦��$0', 'CERPA i��� No 22839 . 44/ Z ,�O : OF 441 1 i �s %% Walter R Finn PE N0.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. f' 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 M 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 ANSIITP11 Quality Criteria, DSB.89 and BCSf 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 GHO Homes - Clementine - Classic T22068882 2445450 HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders Flrstbource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:52 2020 Page 1 ID:gll8wLVNi6YkTT7fiBJ6hFyw6EN-2j?TMLH EsTZHZ4g6Fg6?Qewwlln6hr5_EwGU ILyCgLP i-2-9-15 4-2-3 2-9-15 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.09 4-10 >541 240 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.09 4-10 >573 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=163(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=-452(LC 8) Max Grav All reactions 250lb or less atjoint(s) 3, 4 except 2=584(LC 28), 2=368(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.9 7 o d' d, PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 4-2-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; 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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=452. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 143 lb up at 1-4-15, and 182 lb down and 143 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-8=-20 Concentrated Loads (lb) Vert: 11=143(F=72, B=72) C C E'N No 22839 OF94 on R, I N �'-'s`S/O N A%- S 00 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 MTeM 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�e 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 ANSIMP/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 GHO Homes - Clementine - Classic T22068883 2445450 HJ5 Diagonal Hip Girder 4 1 Job Reference (optional) Builders Flrstbource (Lady LaKe, FL), Lady Lake, FL - 34472. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:54 2020 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-_57Dm 1 IU04p?oOzUMFBTW3?GD6VJ"U HhElbgEyCgLN -2-9-15 3-11-15 7-0-2 2-9-15 3-11.15 3-0-3 Scale = 1:19.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.06 2-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) . -0.06 2-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Harz 2=215(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 2=581(LC 8), 6=-134(LC 5) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=787(LC 28), 2=463(LC 1), 6=273(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-539/250 BOT CHORD 2-7=-294/514, 6-7=-294/514 WEBS 3-7=-187/404, 3-6=576/329 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 2=581, 6=134. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 143 lb up at 1-4-15, 182 lb down and 143 lb up at 1-4-15, and 79 lb down and 75 lb up at 4-2-15, and 79 lb down and 75 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (Ib) Vert: 7=-7(F=-3, B=-3) 11=143(F=72, B=72) EF P. �� `� • C E N 3 No 22839 �13 :• S A F : .4u� i % %%�, 11111 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® 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 a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22066884 2445450 HJ14 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady LaKe, I-L - 34412, 2-9-15 Plate t1.43U S NOV 3U ZUZU mi I eK mousines, Inc. I nu uec o 'IZ:4,i:oZ ZUZU rage -I ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-2j?TMLHEsTZHZ4g6Fg6?Qewwllgbhr5_EwGU ILyCgLP 0-9-11 3-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.77 Vert(LL) -0.03 4-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.03 4-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Harz 2=141(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=411(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=479(LC 28), 2=401(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:13.0 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% Structural wood sheathing directly applied or 3-0-12 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSlfTPI 1. 3) Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=411. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 8 lb up at 1-4-15, and 182 lb down and 143 lb up at 1-4-15 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=-70, 4-8=-20 Concentrated Loads (lb) Vert: 11=71(F=72, B=-1) ��`,,Q•�-J ER P E N 3F• ti �•� No 22839 �1.0: S A F %•:��� 'O N A� "fill11 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 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 q�p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII 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 Sob Truss Truss Type Qty Ply GHO Homes - Clementine - Classic T22066885 2445450 HJ3B Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 2-9-15 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:53 2020 Page 1 I D: q l l8wLV N i6YklT7fiBJ8h Fyw6 E N-WvZrZh Isdm h6AEOloXd EzsS4Vi8yQ I L7Ta? 1 IoyCgLO 5-1-8 Scale = 1:16.5 i 0-9-11 5-1-8 0.9-11 4-3-13 Plate Offsets (X,Y)— (2:0-0-4,0-1-81 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 0.77 Vert(LL) -0.14 4-10 >419 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.15 4-10 >411 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=181(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=483(LC 8). 4=-128(LC 5) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=646(LC 28), 2=390(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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=483,4=128. 11111111/lf, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 143 Ib up at ,.�`� .� ER p //��A! 1-4-15, 182 lb down and 143 lb up at 1-4-15, and 82 lb down and 75 lb up at 4-2-15, and 82 lb down and 75 lb up at 4-2-15 on �� `p`�', •�j •�G E N •• 'Y ��� bottom chord. The design/selection of such connection device(s) is the responsibility of others. ,�� S' F•••. �� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). NO 22839 LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 4-8=-20 '0 Concentrated Loads (lb) - •, T6-4 0 F =1/ Vert: 11=143(F=72, B=72) 12=-13(F=-6, B=-6) ���.•• Q �� �/ ��•.40R10, �N SS�ONAL��`�, 111111111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 Sal 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 ANSVTPII Qualify 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 GHO Homes - Clementine - Classic T22068886 2445450 HJ52 Diagonal Hip Girder 1 1 Job Reference o tional Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34412, 0.4JU s NOV aU ZUZU Ivn I eK Inouscnes, Inc. , nu uec a-,c.44:oo zuzu rage I ID:gl IBwLVNi6YkT17fiBJ8hFyw6EN-S Ihb_NJ690xsQYYhwygi2HYQ7WnHuAvQwuU8MgyCgLM -2-9-15 4A-3 7-3-10 2-9-15 44-3 2-11-7 Scale = 1:20.2 0-8-0 0-ho 4-4-3 3-8-3 , 7-3-10 2-11-7 Plate Offsets (X Y)— [2:0-0-12 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.08 7-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.07 7-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 39 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 8-10-10 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Ot=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=222(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 2=564(LC 8), 6=-300(LC 5) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=804(LC 28), 2=487(LC 1), 6=540(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-741/363 BOT CHORD 2-7=405/695, 6-7=405/695 WEBS 3-6=-797/464, 3-7=-233/480 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102tt; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb) 2=564, 6=300. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 143 lb up at 1-4-15, 182 lb down and 143 lb up at 1-4-15, 79 lb down and 75 lb up at 4-2-15, 79 lb down and 75 lb up at 4-2-15, and 127 lb down and 93 lb up at 6-1-9, and 127 lb down and 93 lb up at 6-1-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-11=-20 Concentrated Loads (lb) Vert: 7=-7(F=-3, B=-3) 14=143(F=72, B=72) 15=-207(F=-104, B=-104) `�11111111fIIII G E.N gFiNti 40 No 22839 't1 X ► S A 00,O4.s J. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/192020 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 ANSYTPII 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 GHO Homes - Clementine - Classic T22068887 2445450 V2 Valley 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, v a 0 2x4 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=2-2-0, 2=2-2-0, 3=2-2-0 Max Horz 1=43(LC 10) Max Uplift 1=-16(LC 10), 2=-45(LC 10) Max Grav 1=73(LC 15), 2=64(LC 15), 3=32(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:66 2020 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-wUEzBjKkwh3j1 i7tUfBxbU4ngvGOdf4Z9YEhv6yCgLL 2-2-8 , Scale = 1:8.3 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 2 n/a n/a Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-8 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. `,I/IIIIII/IIII �o% I ER P. F �4, 'GENS No 22839 � 1 r OF : �/� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality 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 GHO Homes - Clementine - Classic T22068888 2445450 V3 Valley 2 1 Job Reference (op! Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:56 2020 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-wUEzBjKkwh3j 1 i7tUfBxbU4movGydf4Z9YEhv6yCgLL 3-M 3-0-0 v a d Scale = 1:10.3 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 15.0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=2-11-8, 3=2-11-8 Max Horz 1=60(LC 10) Max Uplift 1=-22(LC 10), 3=-52(LC 10) Max Grav 1=103(LC 15), 3=112(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right.exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. `` 'till 11111111tr. ,`4.0 R. P �• •C'ENS;• No 22839 13 '.• S A F : lU RIV ;O Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 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 Welk'is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/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 Cty Ply GHO Homes - Clementine - Classic T22068889 2445450 V4 Valley 1 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 1 d 2x4 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 312:44:57 2020 Page 1 ID:gllBwLVNi6YkTT7fiBJBhFyw6EN-OgoMP3LMh7BZfri31 NiA7idtRJatM6KjOCzFRZyCgLK 4-2-8 2x4 II 2 Scale = 1:13.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 14 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 REACTIONS. (size) 1=4-2-0, 3=4-2-0 Max Horz 1=92(LC 10) Max Uplift 1=-35(LC 10), 3=-81(LC 10) Max Grav 1=159(LC 15),3=173(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-2-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 1, 3. ``I/IIIIIIfIII�I ER P, ,����P� • ENS /. J. No 22839 ry. r P��O 44/ ON A" E���� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 A WARNING -Vedty 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 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 ANS117PH 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 GHO Homes - Clementine - Classic T22068890 2445450 V5 Valley 2 1 Job Reference (optional) Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, 0 d d 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 12:44:57 2020 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-OgoMP3LMh7BZfri31 NiA7idrYJZeM6KjOCzFRZyCgLK 5-0-0 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-11-8, 3=4-11-8 Max Horz 1=114(LC 10) Max Uplift 1=-43(LC 10), 3=99(LC 10) Max Grav 1=195(LC 15), 3=213(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-171/261 Scale = 1:15.3 PLATES GRIP MT20 244/190 Weight: 17 lb . FT = 20% Structural wood sheathing directly applied or 5-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=102ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chard bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. ,11111111111" , No 22839 j "O •• S •�� R IV ��lllnn1n11�% Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 3,2020 ® 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 MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//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 213301 Tampa, FL 36610 a.. Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- ''+s' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 WEBS OUo- AL4 O C7-8 C8-7 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved Nil MiTek� MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 21.The design does not lake into account any dynamic or other loads other than those expressly stated.