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HomeMy WebLinkAboutTruss® Lumber design values are in accordance with ANSI/TPI 1 section 6.3. These truss designs rely on lumber values established by others. MiTek" RE: 2867272 - lot 42/1234 GATLIN MiTek USA, Inc. Site Information: 16023 Swingley Ridge Rd 1 3e�fiejd�MO 63017 Customer Info: Adams Homes Port St Lucie Project Name: 2508 A 2 car Model:pp car Lot/Block: 20PH3 Subdivision: WATERSTON& 8320 Amalfi Cir Address: 8320 Amalfi Cir, . City: Fort Pierce State: FL Name Address and.License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads .(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 43 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name 1 147882896 A01 9/14/21 23 147882918 B20 2 147882897 A01 A 9/14/21 24 147882919 B21 3 147882898 A01 B 9/14/21 25 147882920 . Cl 4 147882899 A02 9/14/21 26 147882921 C1 P 5 147882900 A03 9/14/21 27 147882922 C1V 6 /47882901 A04 9/14/21 28 147882923 C3 7 147882902 A05 9/14/21 29 147882924 CK 8 147882903 A06 9/14/21 30 147882925 C3P 9' 147882904 A07 9/14/21 31 147882926 C3V 10 147882905 A08 9/14/21 32 147882927 C5 11 147882906 A09 9/14/21 33 147882928 C5V 12 -147882907 A10 9/14/21 34 147882929 E5P 13 147882908 A11 9/14/21 35 147882930 E7 14 147882909 Al2 9/14/21 36 147882931 E7V 15 147882910 A13 9/14/21 37 147882932. H51? 16 147882911 A14 9/14/21 38 147882933• 'H7 17 147882912 A15 9/14/21 39 147882934 H7V 18 147882913 A16 9/14/21 40 147882935 J01 19 147882914 A17 9/14/21 41 147882936 P131 20 147882915 B13 9/14/21 42 147882937 PB2 21 147882916 B13B 9/14/21 43 147882938 PB3 22 147882917 B19 9/14/21 The truss drawing(s) referenced above have been prepared by MiTek. USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Johnson, Andrew My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification 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/rPl 1, Chapter 2. Date 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 9/14/21 .�`SW JOHNS . N 8 3 • ••op •�- 0: ST TE OF • •�: 4f,i`�,,0 Andrew'Jchnson'PE No.84943 MiTek USA, Inc. FL Cet 6634 16M Swingley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 Johnson, Andrew 1 of 1 Job Truss Truss Type Oty Ply lot4211234 GATLIN 147882896 2867272_ A0.1 _ _ _ .SPECIAL 5 1 Job Reference (optional) buueers rlrstbource triant uty, I-L), riant testy, I-L - 330br, 0.43U 5 /1Ug 10 ZUZ I IVII I eK I11UU51fIUS, Inc. orlon cep 10 1 o:uo;uv eue I raye I ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-JK4EeYcP-5Nsgg8TzsF9MOrvSSv2XriUv3mYOehye_Mu _ �1-4- 5-3-0 8-10-8 14-11.8 21-0-0 1 25-4-0 29-8-0 35-8-8 41-10-15 46-7-4 48-0-0 -4- 5-3-0 3-7-8 6-1-0 6-0-8 4-4-0 4-4-0 6-0-8 6-2-7 4-8-5 1-4-12 - - - - - - - -Scale = 1:91.7- 6.00 12 5x6 = 6 3x6 = 5x6 732 3334 8 - — 3x6 i 30 35 3x6 - 5 9 - -- - --- -- 5x6 i -- - - - --- ---- - - - - - 5x6 0 - - - -- _ 4 - -3x6 - -- - - - - - - - _ _ - - _ 1.0 _ ST1.5x8 STP =-- . 36 d 3 ST1.5x8 STP = - - — - - -- - - - - - - - - - - o - 29 12 Io - 8 10 19 O 1 2 3x4 = 18 38 39 17 16 40 41 15 14 42 43 13 IN 20 3x6 = 3x8 = 3x8 = 3x8 = 4xB = 3x6 = 4x6 = 22 21 4x6 = 2x4 II _6x6 = 5-3-0 8-8-0 8--812-0-4 21-0-0 29-8-0 38-7-11 -4 - -- 5-3-0 - 3-5-0 0--8.3-1-12 - -- - - 8-11-12 - - - -- B-8-0 - - -- 8-11-11 ---- _ - - 1_6 7-11-9 - - - - - - Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] [6:0-3-0 0-2-0],[8:0-3-0,0-2-0][10:0-3-0,0-3-0],[21:0-3-8,0-3-01 LOADING (psf) SPACING-- - 2-0-0-- -CSI. DEFL. in (loc) I/defl Ud-- -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.50 13-15 >907 180 BCLL 0.0 * Rep Stress Incr - YES WB 0.59 -Horz(CT) 0.-08 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 4-21: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=-492(LC 12), 11=-911(LC 12),.21=-1146(LC 12) Max Grav 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/761, 3-4=-310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=-1583/1214, 7-8= 1878/1327, 8-9=-2133/1362, 9-10=-3023/1620, 10-11=-3266/1758 BOT CHORD 2-22=-644/251, 21-22_ 644/251, 19-21=-1949/939, 4-19=-1946/916, 16-18=-696/1623, - 15-16=-712/1787, 13-15=-1133/2318, 11-13=-1452/2869 WEBS 4-18=-596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=-449/289, 8-15=-283/664, 9-15=-784/566, 9-13=-91/585, 10r13=-337/344, 5-18=-779/542, 3-22=-547/217, 3-21=-402/888 Weight: 271 lb FT = 20% Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-3-0 max.): 6-8. Rigid ceiling directly applied. Except: 3-9-0 oc bracing: 19-21 1 Row at midpt 7-16, 7-15, 9-15 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp-C; Encl., GCpi=0.18; MWFRS-(directional) and-C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0-to.21.0-0,-Exterior(2R)- - - - 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - -- 3) Building Designer/ Project engineer responsible for -verifying applied roof -live -load -shown -covers rain loading requirements specific - - --- - to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. a--5) -This truss has been designed for a 10:0 psf-bottom chord live -load -nonconcu rrent -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 wid will fit between the bottom chord and any other members, with BCDL = 10.Opsf. FIL Copy ®p 7) Provide mechanical -connection (by others) of -truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) - - - - 2=492, 11=911, 21=1146. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AndreryJohasoaPES0.84943 1hTekUSA, lac. R Cert6634 _ -16023 Styingley RideeRoad, Chesterfield ,110 63017 Date: September_ 14,2021 A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev. 5/19/2020 BEFORE USE. _ _ _ _ _ _ _ _ - Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an Individual building component, not W1" 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 ANSVTPI7 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147682897 2867272 A01A _ SPECIAL Job Reference (optional) tiwiciers F-IrstSource (Plant City, I-L), Plant City, FL - 33567, 8.430 s Aug 16 2021 MI I ek Industries, Inc. Mon Sep 13 15:53:11 2021 Page 1 _ ID:?11 YDfItmYJ1 NmupVDA3te2z4H2S-.FiC_2Eefd?6OvRdL-gCgTG_oginyJeQCX4l Xjaye_Ms 1�-4�Q 6-1-8 72-129-7-11 i 14-11-8 , 21-0-0 25.4.0 29.8.0 , 35-8-8 , 41-10.15 , 46-7-4 q8.0-p Y-4-0 6.1-8 -1- E-4.15 5-3.12 6-0-8 4-4-0 4-0-0 6-0-8 6-2-7 4-8-5 -4-1 - - - Scale =-1:91.7 5x6 = - - - 3x6 = 5x6- 6.00 FIT 8 32 933 3435 10 - 3x6 i 31 -- 36 3x6 7 11 - -5x8 - - - - - 6 5x6 m - 3x4 II 5 12 _ST1.5x8STP= _ a 2x4 Q 4 37 ST1.5x8 STP =3 ° - - - - - - 30 - - - - - - - - - -- — 13 - 10 - 1 14 0 co 1 2 4x6 = 20 39 40 19 18 41 42 17 16 43 44 15 Icu 38 22 3x6 = 4x8 = 3x8 = 3x8 = 4x8 = 3x6 = - 4x6 = 23 4x6 = _ 6x8 = - 7-2-12 6-1-8 6-1-8 , 12-1-7 21-0-0 29-8.0 38-7-11 46-7-4 6-1-8 0- -0 4-10-11 8-10-9 8-8-0 8-11-11 7-11-9 0-11-4 - - - Plate Offsets (U-- [8:0-3-0,0-2-01, [10:0-3-0,0-2-01, [12:0-3-0,0-3-01, [23:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.30 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.52 15-17 >931 180 BCLL 0.0 Rep Stresslncr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 270 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (4-0-4 max.): 8-10. 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-8-0 oc bracing: 21-23 WEBS 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 13=-968(LC 12), 23=-1082(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/402, 3-4=-301/458, 4-6=-215/344, 6-7=-2494/1501, 7-8=-2223/1472, 8-9= 1949/1420, 9-10=-2084/1462, 10-11=-2362/1515, 11-12=-3249/1770, 12-13=-3485/1901 BOT CHORD 2-23=-376/122, 21-23=-2052/907, 4-21=-266/201, 20-21— 1035/2162, 18-20= 1086/2397, 17-18=-881/2123, 15-17— 1266/2521, 13-15=-1578/3063 WEBS 7-18=-416/405, 8718=-323/768, 9-18=-343/212, 10-17=-349/783, 11-17=-782/563, 11-15=-93/584, 12-15=-329/340, 3-23=-169/344, 6-20=0/394, 6-21= 2730/1189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. - -11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) - 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer -/-Project engineer responsible for verifying applied roof -live -load shown -covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. - �- 5) This truss has been designed -for -a- -10.0 psf-bottom chord live -load nonconcurrent-with any other live loads. -- - 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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-Gt=lb) 2=379, 13=968, 23=1082. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AndrerrJohnson PE No.84943 SLTek GSA, Inc. FL Cert 6634 16023 Slsingley Ridge Road, Chesterfield, 310 63017 Date: September 14,2021 _ A WARNING_- Verify designparameters 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot42/1234 GATLIN 147882898 2867272 A01B _ _ HIP _ 1. _ 1_ Job Reference o tional t7Ullaers mrSlbOurce trianl lily, r-L), marl Gary, rL - JJbb/, 6.40D S Aug 15 ZUL1 mi I eK Inaustnes, Inc. mon bep 1 J I b:bd:1 Z ZU21 rage 1 ID:YuAUBcdPWCx6RhnNP_DwTzU6L_jvmNGafHOIEFXbCXYNj3OTX_06572_eLlkm4FOye_Mr -_ 1-4-0 4-3-6 8.0-5 14-6-3 21.0.0 25.4.0 29-8.0 35-1-14 40-7-11 46-7-4 48 4- 4-3-6 3-8-15 6-5-13 6-5-13 4-4-0 4-4-0 5-5-14 5-5-14 5-11-9 4-1 - - Scale=1:92.2 co O 5x6 - 4 3x6 5- 3 26 - 19 1 2 4x12 = ST1.5x8 STP = 20 6x8 = - 4x6 = - - - 5x6 = 6.00 F12 6 3x6 i 5 27 3x6 = 5x6 _ 72931 8 18 17 16 33 3x10 = 3x8 = 3x8 = - - 0-'5L6 - 6.5-13 - - ' - - - 6-5-13 - - - 3x6 9 34 15 14 35 36 13 3x8 = 3x6 = 48 = --8.2-12 LOADING (psf) SPACING- 2-0-0 CSI: DEFL.- in (loc)--1/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.27 15-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09- - 11 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 2-20: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) M-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-221(LC 12), 20=-1040(LC 12), 11=-915(LC 12) Max Grav 2=270(LC 21), 20=2318(LC 17), 11=1780(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 207/294, 3-4=-283/768, 4-5=-1795/1071, 5-6=-1858/1201, 6-7= 1610/1178, 7-8=-1883/1271, 8-9=-2131/1320, 9-10=-2973/1591, 10-11=-3167/1666 BOT CHORD 19-20=-2140/1139, 4-19=-2024/1174, 18-19=-481/292, 17-18=-662/1768, 15-17=-679/1833, 13-15=-1044/2266, 11-13=-1346/2776 WEBS 3-19=-613/354, 4-18=-998/2074, 5-18=-398/378, 6-17=-218/606, 7-17=-454/266, 8-15=-298/680,.9-15=-758/537, 9-13=-165/640, 10-13=-347/343 5x6 J 10 ST1.5x8 STP — 32 12 Iv 0 0 0 N 4x6 = 46-7-4 8-8-8 - PLATES GRIP MT20 244/190 Weight: 281 lb FT = 20% Structural wood sheathing directly applied, except 2-0-0 oc puffins (4-3-0 max.): 6-8. Rigid ceiling directly applied. 1 Row at midpt 5-17, 7-17, 7-15 NOTES- _ 1) Unbalanced roof live loads -have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Intedor(1).26=7-14-to 29-8-0, Exterior(2R) 29-8-0 to 35-1.14, Interior(1) 35-1-14 to 48-0-0-zone;C-C for -members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - - - - -- - — 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a -live load of-20.Opsf-on the -bottom chord -in -all areas where a rectangle-3-6-0 tall by 2-0-0 wide - - will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=221, 20=1040, 11=915. - - 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Andress Johnson PE \o. 84943 AM USA, Inc. FL Cer16634 - 16013S1sin81eyRidgeRoad,Chester6eld,11063017 Date: _ September 14,2021 ® WARNING -Verity design para_rnCers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev, 5/19/2020 BEFORE. USE ­ Design "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 ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply lot 42/1234 GATLIN 147882899 2867272 A02 SPECIAL 1 1- _ Job Reference o tional ouuuc,a nrarauuwe tnanr arty, rL/, rmnr Ulty, rL- OOOor, 0.4.71.0 s Mug to cue t NII I eK InuusTnes, Inc. Mon oep to lt)=:l4 zuzl rage 1 _ ID:?1YDfitmYJiNmupVDA3te2z4H2S-gHu7hGgYwwUzmvMwfolX5ucHkwnFWwjeD2FBKvye_Mp �1-4-Q 6-0-14 8-11-0 13.0-4 15-4-5 21-0-0 25-4.0 29-6-0 35.3-11 37-1-12 45-7-8 4- 6-0-14 2-10-2 4-1-4 2-4-1 5.7-11 4-4-D 4-4.0 5-7-11 2-4-1 7-11-12 Scale=1:87.2 1 2 do ST1.5xB STP = 4x6 = 5x6-= 22 21 SAO = 5x6 = 6.00 12 - 3x6 = 5x6 = 7 31 8 32 33 9 3x6 -5-30 5x6 i 5 19 3x6 — 18 37 5x12 = 38- 17 16 15 14 3x8 = 3x8 = 3x6 = 2x4 11 m 0 46 6 12 13 n -169 0 IN - 8-8-0 8-11-0 15-4-5 21-0-0 25-4-0 29-8-0 35.3-11 37-7-12 45-7-8 6- -1- 0--0 6-5-5 5-7-11 - 4_q_0 5-7-1 T 2=4-1 7=11-12 - Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [7:0-3-0,0-2-0], [9:0-3-0,0-2-0], [11:0-3-0,0-3-0], [13:0-6-0,0-0-6] [18:0-5-12,0-3-0], [22:0-3-8 0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.25 22-28 >423 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.45 17-18 >994 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0-.09 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 11-13: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 2-21: 2x6 SP No.2, 13-16: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 13=0-3-0, 2=0-8-0, 22=0-3-8 Max Horz 2=405(LC 11) Max Uplift 13=-773(LC 12), 2=-493(LC 12), 22=-1125(LC 12) Max Grav 13=1621(LC 18), 2=391(LC 23), 22=2029(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/514, 3-4=-204/416, 4-5=-155/515, 5-6— 159611224, 6-7=-1703/1273, 7-8=-1480/1236, 8-9=-1724/1309, 9-10=-1953/1346, 10-11=-2359/1528, 11-13=-2559/1491 BOT CHORD 2-22=-493/163, 20-22=-1802/744, 19-20=-770/1294, 18.19= 843/1566, 17-18=-801/1652, 15-17=-1079/2037, 14-15=-1151/2172, 13-14=-1150/2174 WEBS 5-20— 1955/794, 3-22= 263/407, 7-18=-234/557, 9-17=-263/590, 8-18=-402/242, 6r19=-316/208, 5.19= 151/569, 10-15=-164/354, 10-17=-624/450, 11-15=-287/215 Weight: 289 lb FT = 20%, Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-3-0 oc bracing: 20-22 1 Row at midpt 5-20, 8-18, 8-17 NOTES- 1) Unbalancedrooflive-loads have been considered for this design. _ _ - 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0,-Interior(1-) 25-0-0-to-29-8-0,-Exterior(2R) 29-8-0 to 33-8-0, Interior(l) 33-8-0 to 45-7-8-zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - -- - - - - - -- - -- - - -- - 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed -for a live load of 20.Opsf on the bottom chord in all areas where a rectangle-3-6-0 tall -by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=773, 2=493, 22=1125. 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. Andress Johnson PE \o.84943 \LTek USA, Inc FI, Cert 6634 16023 Slsfogley Ridge Road, Chesterfield, h10 63017, Date: September 14,2021 A WARNING: Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swmgley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot42/1234 GATLIN 147882900 2867272 A03 SPECIAL 1. 1 _ Job Reference (optional) tiUltaers mrSt50urce (mant L:Ity, t-L), t'lant tatty, rl-- 33bbl, 8.430 s Aug 16 2021 MI I eK Industries, Inc. Mon Sep 13 16:53:15 2021 Page 1 _ I D:? 1 YDfltmYJ i NmupVDA3te2z4H2S-8U RVubhAgDcgO3x6D W Gmd69SjJ7MFQ2oSi?ksLye_Mo �1-4-Q 5-3-9 8-11-0 , 12-11-10 , 19-0-0 25-4-0 31-8-0 37-8-6 45-7-8 -4- 5-3-9 3-7-7 4.0-10 6-0-6 6-4-0 6-4-0 6-0--6 7-11-2 — - - Scale =1:872 0 6.00 12 5x6 = _ 2x4 11 5x6 = 6 29 30 731 32 8 ST1.5xBSTP= 2x4 II 7x8= - 4x6 = 5-3-9 8-8-0 8-jj-0 15-7-9 25-4-0 35-0-8 45-7-8 5-3-9 -Y4-7 0- -0 6=6-9 — 9-8-7 9.8-7 10-7-0 K,Y)--15:0-3-0,0-3-01,[6:0-4-0,0-2-81,[8:0-4-0,0-2-81,111:0-6-0,0-0-61,[1 9:0-3-8,0.4-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP' TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.32 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.50 12-14 >880 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 258lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied. 8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 `Except' 4-6-0 oc bracing: 17-19 2-18: 2x6 SP No.2 WEBS 1 Row at midpt 5-17, 6-16 WEBS 2x4SPNo.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=364(LC 11) Max Uplift 11= 763(LC 12), 2=-451(LC 12), 19=-1177(LC 12) Max Grav 11=1650(LC 18), 2=356(LC 23), 19=2072(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/735, 3-4=-231/372, 4-5=-184/373, 5-6=-1.691/1109, 6-7=-1978/1342, 7-8=-1978/1342, 8-9=-2463M467, 9-11=-2615/1477 BOT CHORD 2-20=-683/242, 19-20=-683/242, 17-19=-1896/999, 16-17=-643/1318, 14-16=-698/1591, 12-14— 838/1776, 11-12==1159/2233 WEBS 5-17=-2139/1137, 5-16— 37/545, 6-14=-311/793, 7-14= 374/383, 8-14=-126/355, 8-12=-255/705, 9-12— 325/429, 3-20=-599/241, 3-19= 423/917 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second-gust)-Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft;-L=40ft;.eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate -grip DOL=1.60- - - - - - --- - - -- 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide -adequate drainage to prevent water ponding. - - - --- - - -- -- - - - - - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a jive 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 BCD L-=-10:Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 11=763, 2=451, 19=1177. 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. Andrew Johnson PE No.84943 1hTekUSA, Inc FI. Cert 6634 160I3 Sslingley Ridge Road, Chesterfield, SIO 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE. PAGE Mll-7473_rev. 5/19/2020_BEFORE USE. Design valid for use only with 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 ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty I Ply lot 42/1234 GATLIN 147882901 2867272 A04 SPECIAL_ _ 1 1 _ _ _ Job Reference (optional) CUIIaerS mrsunource triant tarty, t-L), rlant L;ity, rL - 33bb/, ts.4Ju s Aug l b ZUZI mi I eK InausineS, Inc. mon bep l J 1 b:bJ:I b ZUZI rage 7 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S_cg?t6xioRXkh?CVJnDn?AJhdPjS_Y_wfxgMklOnye_Mn 6.00 12 5x6 = 3x6 = 6 31 7 3233 5x6 5300 3x4 II 4 2x4 ST1.5x8 7:29- = 3 1 2 46 = di 38 21 20 46 = 6x8 = 18 3917 40 16 41 3x8 = 4xB = 3x6 = Scale = 1:84.9 5x6 = 5x6 = 8 34 935 36 3x6 10 37 4x6 C9 _ m 12 I� 42 15 14 13 a 2x4 3x8 = II - - 5x8 II - 4x8 = 4-10-15 B-8-0 8- -0 17-0.0 25-4-0 33-8-0 38-3-8 45-7-8 4=10-15 3-9-1 0- -0 6=1-0 8-4-0 - 8-4-0 4-7-7 7-4.0' Plate Offsets (X,Y)--[5:0-3-0,0-3-01,[6:0-3-0,0-2-01,[8:0-3-0,0-3-01,[9:0-3-0,0-2-01,[12:0-6-0,0-0-61,[15:0-3-4,0-0-01,[21:0-2-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. - in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.38 21-28 >275 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.32 21-28 >326 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 259lb FT=20% -LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 5-1-0 oc bracing: 19-21 2-20,12-15: 2x4 SP No.1, 4-21: 2x6 SP No.2 WEBS 1 Row at midpt 5-19, 7-18, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=321(LC 11) Max Uplift 12=-769(LC 12), 2=-464(LC 12), 21=-1153(LC 12) Max Grav 12=1619(LC 18), 2=345(LC 23), 21=2081(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-197/646, 3-4=-55/423, 4-5=0/436, 5-6— 1701/1236, 6-7=-1493/1182, 7-8=-2173/1470, 8-9=-2024/1374, 9-10=-2269/1444, 10-12=-2570/1496 BOT CHORD 2-21=-660/153, 19-21=-1886/806, 18-19=-782/1152, 16-18=-1052/2014, 14-16=-1137/2127, 13.14=-1179/2191, 12-13= 1.179/2191 WEBS 5-19=-2055/906, 5-18=-60/625, 6-18=-243/563, 7-18=-851/478, 7-16=-44/440, 8-14=-426/289, 9-14=-344l743, 10-14=-366/314, 3-21=-290/500 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7--16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft;-L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C --for members and -forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - -- 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage -to -prevent water ponding. - - - - - — - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the -bottom chord and any other members, with BCDL = 10.Opsf. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=769, 2=464, 21=1153. 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. Andrew Johnson PE\o.84943 MiTek USA, Inc FL Cent 6634 _ _ _ 16023 Stvingley Ridge Road, Chesterfield, 310 63017 Date: September 14,2021 A WARNING -Verify design parameters and READ NOTES 0_N THIS AND INCLUDED MITEK_ REFERENCE PAGE M11-7473 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 Mire_ k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot42/1234 GATLIN 147882902 2867272 A05 SPECIAL 1 Job Reference (optional) tfullaerS rtrsiAource (rlani Uiy, t-L), rlant taffy, rL - Jdb6/, a.46U S Aug 76 ZUZ1 MI I eK mausines, Inc. mon Sep i ii l u:bJ:1 / zuzi rage i I D:?l YDfltmYJI NmupVDA3te2z4H2S_ 4sZGJHiQCrsYdM4VKxi EjXEoW 7nUj Fk4v_OUrwDye—Mm t1-4-0 5-8-2 8-11-8 15.0-0 21-10-7 29-4-4 35-8-0 40-11-3 45-7-8 5-4.p 5-8-2 3-3-6 6-0-8 6-10-7 7-5-13 6-3-12 5-3-2 4-8-5 - - - Scale=1:84.9 6.00 12 5x8 = 5x6 = 3x6 = 5x6 = 5 29 30 6 31 7 32 33 8 5x8 i 28 34 2x4 4 9 35 4x6 2x4 �� 10 m 0 3 - - ST1.5x8STP= 11 Tr 27 66 A4 esI� 17 - — - - - - - - 6 Ic? 1 2 5x8 = 37 38 16 15 3940 14 41 42 13 12 N 36 19- 18 3x6 = 48 = 3x6 = 4x8 = 3xB 5xB II 46 = 6x8 = 8.8-0 8.11-8 17-3.2 26-5-12 35-8-0 45-7-8 8-8-p - pc�.8 B-3.9 - 9_P_10 9-2_4 - - g_1y_g- Plate Offsets (X,Y)--[4:0-4-0,0-3-01,[5:0-4-8,0-1-121,[6:0-3-0,0-3-01,[8:0-4-0,0-2-81,[11:0-6-0,0-0-61,[19:0-2-8,0-3-01 LOADING (psf) SPACING; 2=0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.40 19-26 >263 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.34 19-26 >311 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 243 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-19: 2x6 SP No.2, 15-17: 2x4 SP No.2 5-4-0 oc bracing: 17-19 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-12 SLIDER Right 2x6 SP M 26 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=280(LC 11) Max Uplift 11=-770(LC 12), 2= 469(LC 12), 19= 1147(LC 12) Max Grav 11=1613(LC 18), 2=367(LC 23), 19=2041(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-221/613, 3-4=-44/453, 4-5=-89/600, 5-6=-1798/1271, 6-7=-2605/1633, 7-8=-2171/1397, 8-9=-2415/1448, 9-11= 2549/1553 BOT CHORD 2-19=-611/169, 17-19=-1818/770, 4-17=-345/349, 16-17= 804/1472, 14-16= 1275/2353, . 12-14=-1367/2507, 11-12=-1249/2184 WEBS 5-17=-2004/742, 5-16=-348/11.14, 6-16=-872/570, 6-14 38/414, 7-12=-671/424, 8-12=-254/744, 3-19=-285/474 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0,.Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain -loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has-been designed -for a 10.0 psf bottom chord -live load-nonconcurrent-with any other live loads.. -- 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) - 11=770, 2=469, 19=1147. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directlyto the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AndrewJohnson PE \o.54943 1hTek DSA, Inc. FL Cert 6634 16023 Strmgley Ridge Road, Chesterfield,110 63017 Date: September 14,2021 _ ® WARNING - Versify 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1ot42/1234 GATLIN 147882903 2867272 A06 Hip 1 1 Job Reference (optional) ouucers rirsiouurce imam L111y, rL/, -1-4-0 6-9.4 4- 6-9.4 ST1.5x8 STP = 27 1 • o 46 = riani UIry, M. - aabbr, 13.0.0 21-0-C 6-2-12 8-0-0 b.4JU S Aug l b ZUZI MI I OK Inausrnes, Inc. mon bep 1 J 7 b:b3:l u ZU21 rage 1 I D:?i YDfltmYJ1 NmupVDA3te2z4H2S_ OFhOkzkgkS6GsgEuSLLioyJ93xW KB9SNNKzy?6ye_Mk 6.00 rl2 Sx8 = 3x4 II _ 5x6_= 5x8 = 5x6 = - 4 29 5 30 31 6 32 7 8 5x6 - 3 28 20 2x4 11 19 ab 5x6 18 5x8 = de 17 3z6 Scale: 1/8"=1' P14: x6 33 2x4 = C? 10 ST_1.5x8 STP34`o O0 = 12 0 16 15 5x6 ]I- - 4x6-� 3.00112 6-9-4 13-0-0 21.0.0 29-0.0 36-11-12 37- •0 42-0-0 50-8-0 6.9-4 6-2-12 8=0-0 - 6-0-0 " 7-11-12 " 0- -_4 5-0-0 8-8.0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-5-8,0-2-4], [5:0-3-0,0-3-4], [6:0-4-0,0-3-0], [8:0-3-0,0-2-0], [9:0-3-0,0-3-0], [11:0-0-14,Edge], [14:0-2-8,0-2-12], [18:0-4-0,0-3-0], [19:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.22 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.38 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS Weight: 295lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. Except: 7-16: 2x6 SP No.2 4-7-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-18, 6-18, 6-14 REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-815(LC 12), 16=-1275(LC 12), 11= 246(LC 12) Max Grav 2=1586(LC 17), 16=2618(LC 18), 11=379(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2779/1415, 3-4=-2153/1190, 4-5=-1828/1140, 5-6=-182811140, 6-7=-407/996, 7-8=-450/1024, 8-9=-508/1066, 9-10=-354/579, 10-11=-363/294 BOTCHORD 2-20� 1086/2644, 19-20=-1087/2638, 18-19=-659/2005, 17-18=-218/1039,. 14-16=-2477/1437, 7-14=-366/385, 13-14=-480/601, 11-13=-256/349 WEBS 3-20=0/255, 3-19=-727/_493, 4-19=-15.4L649, 5-18=-467/483, 6-18=-612/1171, 14-17=-269/1034, 6-14=-2211/1239, 8-14=-517/308, 9-14= 695/379, 9-13=0/352, 10-13=-658/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. - II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(l) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 zone;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip-DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. . - 4) Provide adequate drainage -to prevent water-ponding.- -- - - - -- - - - - - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, -with BCDL = 10:Opsf. - 7) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=815, 16=1275, 11=246. Andrew hbition PE No. 84943 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 Ngtk USA, Inc. FL Cent 6634 sheetrock be applied directly to the bottom chord. 16023StvWeyMdgeRoad, Chcstedield,S1063017 Date: September 14,2021 _ & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473_rev. 5/19/2020_BEFORE USE. ' D"esign 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882904 2867272 A07_ SPECIAL 1 1 _ Job Reference (optional) builders f-Irsttiource (Plant city, f-t_), i'lant Uity, I-L - 33567, 8.430 S Aug 16 2U21 Mi I eK Industnes, Inc. Mon Sep 13 16:53:213 2U21 Page 1 I D:?1 YD.fItmY.J1 NmupVDA3te2z4H2S-U RFOxJIJ VmF7Upp403sxK9sLcKo7wb 1 Xb_iVXYye_Mj i1.4-0 5-11-14 11-0-0 16-1-1 21.1-0 31-4-15 37-0-0 39-8-0 44-8-11 50-8-0 $2-0-t) 4- 5-11-14 5-0-2 5-7-1 7.4-15 7-4-15 5-7-15-0-11 5-11-5 4- - - - -- - Scale=1:89.0 6.00 12 5x6 = 3x6 4 31 5 5x6 = 3x6 = 3x4 11 bx6 = 6 32 33 7 34 8 9 22 2120 37 38 19 39 40 18 17 41 42 IF 15 13-6-6 4x6 = 2x4 11 - 4x8 = 3x6 = 3x6 =- 6x8 = 3 00 12 4x6 3x8 = 48 = 5-11-14 11.0.0 19-5.1 28.6.15 36-10-0 37 -0 4" 0 50-8-0 5-11=14 - 5:0:2 - 8-5-1 - 9:1_14 -8_3-1 0- :0- Plate Offsets (X,Y)-- [4:0-3-0,0-2-01, [6:0-3-0,0-3-01, [9:0-3-0,0-2-01, [11:0-0-14,Edge1, [16:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI.- DEFL: - in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.26 19-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.46 19-21 >958 180 BCLL - 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.12 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 266 lb FT = 20% LUMBER- BRACING" TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 8-16: 2x4 SP No.3, 15-18: 2x4 SP No.1 4-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 16=0-3-8 Max Horz 2= 254(LC 10) Max Uplift 2=-898(LC 12), 11=-445(LC 12), 16=-993(LC 12) Max Grav 2=1678(LC 17), 11=682(LC 18), 16=2182(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3027/1673, 3-4=-2530/1485, 4-5=-2251/1426, 5-6=-2561/1559, 6-7=-1742/1158, 7-8= SO/301, 9-10=-886/550, 10-11=-1351/929 BOT CHORD 2-22=-1343/2840, 21-22=-1343/2840,-19-21= 1213/2658, 17-19=-1096/2381, 16-17=-537/1255, 14-16=-774/464, 8-14=-248/274, 11-13=-727/1228 WEBS 3-21=-591/429,4-21=-344/865,5-21=-566/339,6-19=-59/445,6-17=-906/591, 7-17=-402/1211, 7-16=-1897/982, 9-14=-621/363, 9-13=-277/800, 10-13= 514/553 NOTES- 1) Unbalanced roof live loads have -been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 39-8-0,-Extedor(2R) 39-8-0 to 43-8-0, Interior(1) 43-8-0-to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - — - 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)-* This -truss has-been designed for alive -load-of 20.Opsf on the bottom chord in all -areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. - - - 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=898, 11=445, 16=993. 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. Andrew Johmott PE No, 84943 Welk USA, Inc. FL Cert 6634 16023SnmgleyRidgeRoad, Chesterfleld,31063017 _ Date: September 14,2021_ ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. _ f _ _ _ _ _ • ` 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply lot42/1234 GATLIN 147882905 2867272 A08_ SPECIAL Job Reference (optional) tiuuaers f-Irsmource tmani Lary, t-Lj, rfam Lay, rL - JJ00 t, d.43U S Aug 1 to ZU21 MI I eK InaUStrieS, Inc. Mon Sep 13 16:b3:21 2U21 rage 1 _ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-zdpm9fmxG3Nz6_OGZmNAtNPVUkAFf4DggeS34?ye_Mi. 1-4-0 6-4-1 9-0-0 i6-2-14 23-0-0 29-9-2 37-0.0 41-8-0 44.8-8 50-8.0 2-0- 4- 6-4-i 2-7-15 7-2-14 6-9-2 6-9-2 7-2-14 4.8.0 3-0-8 5-11-8 -4- Scale=1:89.0 5x6= 6.00 12 eve \ 4 30 31 3x6 = 5x6 = 5x6 = 5 6 32 33 7 3x4 11 = 8 34 35 9 5x6 eu lu to I to 46 = 3x8 = 4xB = 3x6 = 3xB = 3x6 = 6x8 = 3.00 ] 2 4x6 Zz 36-10-0 37,0.0 42.0-0 50-B-0 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0],[6:0-3-0,0-3-0] [7:0-3-0 0-3-01,[9:0-3-0,0-2-0],[11:0-0-14,Edge],[16:0-3-8,0-3-01 LOADING (psf) SPACING- - 2-0-0 CSI. DEFL. - in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.31 19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.52 19-21 >858 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.12 16 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except* BOT CHORD 2-20,15-18: 2x4 SP No.1, 8-16: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 11=0-8-0, 16=0-3-8 Max Horz 2=213(LC 11) Max Uplift 2=-888(LC 12), 11=-417(LC 12), 16= 1033(LC 12) Max Grav 2=1419(LC 21), 11=573(LC 18), 16=1948(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2515/1640, 3-4=-2326/1551, 4-5=-2070/1448, 5-6=-2686/1785, 6-7=-2037/1389, 9-10=-708/497, 10-11=-1112/839 BOT CHORD 2-21=-1301/2207, 19-21=-1509/2690, 17-19= 1377/2524, 16-17=-867/1645, 14-16= 771/550, 8-14=-377/407, 13-14=-112/471, 11-13=-638/975 WEBS 3-21=-296/364, 4-21=-421/783, 5-2 1 =-815/523, 6-19=-65/271, 6-17=-721/525, 7-17= 323/825, 7-16=-2025/1212, 9-14=-725/420, 9-13=-203/492, 10-13=-416/491 Weight: 250 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-0-0 oc bracing: 14-16 1 Row at midpt . 5-21, 7-16 NOTES- 1) Unbalanced roof live loads have been considered -for this design. _ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 41-8-0, Exterior(2R) 41-8-0-to 45-8-0,-Interior(1) 45-8-0 to 52-0-0 zone;C-C for members and forces.& MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - - - - - 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has-been designed -for a live -load of 20.Opsf on the bottom chord -in all -areas where a rectangle 3-6-0 tall by 2-0-0 wide--- - will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. - 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=888, 11=417, 16=1033. 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. Andrew Johnson PE \a. 84943 3LT& USA Inc FL CerI 6634 16023 Swingley Ridge Road, Chesterfield„ 110 63017 Date: September 14,2021 ® WARNING - Verify_design par -am eters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII_7473 rev. 6119/2020 BEFORE USE. ' -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply lot42/1234 GATLIN 147882906 2867272 A09 SPECIAL 1 2 Job Reference (optional) t5ullaers rlrsi0ource trlani l.1ty, t-L), rlani udiy, M - 00001, U.40D S Aug 1 b ZUZI m1 I eK Inausines, Inc. mon aep 10 1 b:00:ZJ Zuei rage 1 - _ ID:?1YDfltmYJlNmupVDA3te2z4H2S_vowXaLnBogdhLHYfhBPeyoUmQYsT7zOzHyx98tye_Mg 1-4- 7-0-0 12.0-13 16-11-15 21-11-0 26-10-7 31-9-13 37-0-0 40-2-4 43-8-0 50-8-0 2-0- -4-05-0.13 44-11-1 4-11-7 4-11-7 3-2-4 3-5-12 7-0-0 -4- - Scale=1:89-.0 5x8 = 6.00 F12 3x6 = 6x8 = 2x4 11 3x6 = 5x6 = 46 = 5x8 — 3 904 5 6 S1 7 8 9 32 10 071 2 1 at mom a - - 23 4x6 = 2x4 II 22 21 5x6 = 3x6 = 20 -19 18--- 3x8 = 3x6 = 48 = 0 111a ? - a 17 1 15 - - 4x6 = 3x6 II 46 3.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. - in (loc) I/defl Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.55 20-21 >801 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.56 20-21 >782 180 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(CT) 0.13 16 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 516lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-9-12 oc bracing. Except: 9-16: 2x6 SP No.2 5-1-0 oc bracing: 14-16 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1927(LC 8), 16=-3082(LC 8), 11=-531(LC 8) Max Grav 2=3208(LC 13), 16=5312(LC 13), 11=818(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.. TOP CHORD 2-3=-6416/3702, 3-4=-7627/4623, 4-5=-8266/5067, 5-6=-7691/4787, 6-7=-7691/4787, 7-8=-5926/3759, 8-9=-2922/1958, 9-1 0=-1 076/2330, 10-11 =-1 988/970 BOT CHORD 2-23=-3112/5770, 22-23=-3124/5811,,21-22=-4386/7748, 20-21=-4809/8349, 18-20=-3478/5962, 17-18=-1756/3021, 16-17=-1261/766, 14-16=-5244/3178, 9-14=-4012/2696, 13-14= 731/1864, 11-13=-706/1751 WEBS 3-23=-308/987, 3-22=-1504/2436, 4-22=-1216/1012, 4-21=-493/782, 5-21=252/41.4, 5-20= 734/405, 6-20=-647/633, 7-20=-1265/2217, 7-18=-1991/1409, 8-18=-2143/3661, 8-17=-2723/1846, 9-17=-3008/5129, 10-14=-4245/2154, 10-13=-416/1366 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 13-10 2x4 - 1 row at 0-4-0 oc. 2) All loads are considered -equally applied to all plies, except -if noted as front (F) or back (B) face -in -the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind:-ASCE-7-16;-Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;-BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - 6) Provide adequate drainage to prevent water ponding. 7) 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1927,16=3082,11=531. AndrevrJohnsoo PE N'o.84943 \IITek GSA, Inc. FL Ceti 6634 16013 Swiaeley Ridge Road, Chesterfield,110 63017 Date: Ccntominmr 1 A 91191 11)-Girder carries hip end with 7-0-0 end setback. ,A WARMING- Verity design.parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. "Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not'• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1ot42/1234 GATLIN 147882906 2867272 _ A09 _ .SPECIAL 2 _ Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:53:23 2021 Page 2 ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-v_OwXaLnBogdhLHYfhBPeyoUmQYsT7zOzHyx98tye_Mg NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 43-5-0, and 802 lb down and 391 lb up at 7_-0-0 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: 1-3=-54,3-10=-112(F=-58),10-12=-54,23-24=-20,16-23=-42(F=-22),15-16=-42(F=-22),13-14=-42(F=-22),13-27=-20 Concentrated. Loads (lb) Vert:13=-475(F) 23=-475(F) - _- -A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE, -"Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity 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 ANSUTPI7 duality Criteria, DSB-69 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882907 2867272 A10 SPECIAL 2 _1 __ _ Job Reference o tional tyuiiaers rlrsioource tr'lani L.tiy, t-L), rlam Lmy, t-L- ddbd/, 0 b.43U S Aug lb ZUZI MI I eK Inaustrles, Inc. Mon Sep ld ib:bd:24 Zu21 rage i ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-NCUvngopZ_IYzR7rFvwtV?tynyDatQ46WcgjgKye_M Scale = 1:79.2 6x8 = 6.00 FIT - 6x8 = dX4 — 14 --- - 3x6 — 5x6 II 2x4 II 4xB = 3x6 II 6-3-8 6-1-8 6-$r8 14-3-12 21-0-0 27-3-11 33-4-0 38-3-6 i 44-4-0 6-1-8 0- -0 8-0-4 6-8-4 6-3-11 6-0-5 4-11-6 6-0-10 o-1-p - cm 0 Plate Offsets (X,Y)-- [6:0-1-12,0-3-121, [9:0-3-0,0-3-0],[15:0-2-8,0-3-0] [22:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL.- in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.18 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.29 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MS Weight: 291 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins, 6-7: 2x6 SP No.2 except end verticals, and 2-0-0 oc purlins (4-8-15 max.): 6-7. BOT CHORD 2x4 SP No.2 "Except* BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. Except: 8-13: 2x4 SP No.3 4-2-0 oc bracing: 20-22 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 13-15 6-16: 2x4 SP No.2 WEBS 1 Row at midpt 3-19, 5-18, 6-16, 7-16 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2=-303(LC 12), 22=-1113(LC 12), 11=-773(LC 12) Max Grav 2=281(LC 23), 22=2050(LC 17), 11=1720(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-329/400, 3-5=-2426/1359, 5-6=-2034/1324, 6-7=-1829/1261, 7-8=-2327/1490, 8-9=-2314/1356, 9-10= 1640/905, 10-11 =-I 623/946 BOT CHORD 20-22=-2010/1108, 3-20=-1870/1151, 19-20=-261/303, 18-19=-1111/2288, 16-18=-827/1899, 15-16=-792/1774, 8-15=-228/312 _ WEBS 3-19=-857/2002, 5-18=-500/360, 6-18=-147/544, 7-16=-52/341, 7-15=-338/654, 12-15=-735/1536, 9-15=-299/845, 9-12= 1148/736, 10-12= 767/1554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind:-ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C-C for members and -forces & MWFRS for reactions shown; Lumber-DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water-ponding. -- 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members, with BCDL =-10.0psf: - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=303, 22=1113, 11=773. 8) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. AndrelrJoknsoo PE \a.84943 MiTek USA, Inc PL Cert 6634 16023 Soingiey Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 _A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MI-TEK REFERENCE PAGE MII-7473 rev 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters 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 ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882908 2867272 All SPECIAL. i 2 Job Reference (optional) Cuuaers mrsmource (mant Lary, 1-L), Plant cny, 1-L - 33b6/, 8.43U S Aug 16 2U21 MI I eK Industries, Inc. Mon tiep 13 lb:b3:Zb 2021 Vage 1 ID:?l YDfItmYJI NmupVDA3te2z4H2S-JbcfCMp45b?GCIGEMJzLaQ6NLIu2JKpP_v.9glCye_Md t1-4-0 4-1-14 5I 9.7-13 14-2-1 19-0-0 26.3.5 31-8-0 33-4.0 38-3.12 44-4.0 i-4.0' 4.1-14 r1-6-61 3.11-9 4-6-4 4-9.15 7-3-5 5-4-11 1-8.0 4-11-12 6-0-4 5x8 = 6.00 12 7 2x4 11 5x6 = 3132 8 33 9 2x4 II 0 Scale=1:81.7 25 3x4 = 16 15 14 13 3x6 — 4x6 =_ _ _ 2x4 II _ 3x8 = 3x6 II 6.4-11 9-7-13 14-2-1 1%0-0 26.3-5 33-4-0 38-3-12 44-4-0 —6-4.11- - 3-3-2 4-6-4 4-9-15 7-3-5 7-0-11 4-11-12 6=0-4 Plate Offsets (X,Y)-- [3:0-1-4,0-2-0], [5:0-3-12,Edge], [7:0-6-0,0-2-81, [9:0-3-0,0-2-0], [17:0-2-8,0-2-0] [23:0-2-4,Edge] LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in (loc)- Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.48 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.62 24 >858 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.33 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 603 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1018(LC 12), 13=-907(LC 12) Max Grav 2=2071(LC 17), 13=1951(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 9-5-0 oc bracing: 23-25 10-0-0 oc bracing: 15-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3982/2015, 3-4=-9843/5050, 4-5=-10002/5181, 5-6=-4288/2349, 6-7=-3253/1906, 7-8=-2793/1774, 8-9= 2793/1774, 9-10=-2737/1733, 10-11=-2745/1619, 11-12=-1881/1061, 12-13=-1849/1092 BOT CHORD 2-25= 1940/3749, 23-25=-1644/3298, 22-23=-2846/5660, 21-22=-2846/5667, 2021=-1954/3941, 18-20=-1397/3008, 17.18=-1103/2360, 10-17=-.194/307 WEBS 3-25= 4608/2441, 3-23=-4393/8546, 5-23=-2354/4584, 5-22=-24/298, 5-21= 2029/1049, 6-21=-482/1186, 6-20=-1375/815, 7-20=-516/1253, 8-18=-391/417, 9-18=-443/914, 9-17=-285/583, 14-17=-871/1787, 11-17=-417/1141, 11-14=-1366/864, 12-14=-917/.1785 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: 2x4 - 1 row at 0-9-0 oc. -Webs connected -as -follows: 2x4-- 1 row at 0-9-0 oc. -- 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)-Unbalanced roof live loads have been considered for this-design.- 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0; Interior(1) 23-0-0 to 31-8-0,-Exterior(2R) 31-8-0-to 35-8-0; Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1018, 13=907. - Andrew Johnson PE No. 84943 hfi'fek USA, Inc FL Cent 6634 16023 SniogleyFidge Road, Chesterfield, 310 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/20.20 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 , iviiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSDTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882908 2867272 _ A11_ _ SPECIAL 2 Job Reference o tional_ Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:53:26 2021 Page 2 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-JbcfCMp45b?GCIGEMJzLaQ6NLIu2JKpP_v9glCye_Md NOTES- 10) 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. A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEfC REFERENCE PAGE MII-7473 rev. 6/19l2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer muss 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1o142/1234 GATLIN 147882909 2867272 Al2 _ _ SPECIAL 1_ 1_ Job Reference (optional). tSUllaers t-IrS1J0urce Imam Gny, t'L), manr uny, I-L - 33bb7, 6.43U S Aug I b ZUZI MI I ek Inaustnes, Inc. mon Sep 13 I6:b3:'L/ 2U2I rage I ID?1YDfltmYJI NmupVDA3te2z4H2S-nnA2Pigisv77gvrQwl Ua7efXZ9DU21_ZCZvNHeye_Mc rt-4-q 6-7-12 11-11-0 17-0-0 22-3.0 28.5.0 33-8.0 3B-9-0 44-4-0 1-4.0 6-7_12 5-3-4 5-1-0 5-3-0 6-2.0 5-3-0 5-1-0 5-7-0 - Scale = 1:79.6 al O 5x6 = 5x6 = 3x4 = 5x6 = 6.00 12 5 28 29 6 30 7 31 32 8 12XO 21 �V 4x4= r14 13 12 11 3ic6I 4x8 = 3x4 I I VERTICAL SUPPORT OF FREE END 2x4 11 5x8 = 4x6 II = OF CHORD IS REQUIRED. 13-0.0 A 6-7-12 11-11-0 17-0.0 25-4-1 33-8-0 38-9-0 44-4-0 6-7=12 5 3 4 5 1-0 B.q_7 - 8_4=0 - - - - I-1-0 5 7-0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-01, [5:0-3-0,0-2-01, [6:0-3-0,0-3-01, [8:0-3-0,0-2-01, [11:Edge,0-3-81, [15:0-2-4,0-3-81, [19:0-7-12,0-5-01, [22:0-3-8,0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. - in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.46 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.62 20 >860 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.29 11 -n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 308 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20,11-14: 2x4 SP No.2, 8-13: 2x4 SP No.3 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-18, 6-18, 7-15 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=306(LC 11) Max Uplift 2=-1011(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17), 11=1953(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. l TOP CHORD 2-3=-3872/1920, 3-4— 5104/2650, 4-5=-3706/2047, 5-6=-3313/1940, 6-7=-3310/1919, 7-8=-2442/1498, 8-9=-2788/1613,-9-10=-1823/1019, 10-11=-1859/1082 BOT CHORD 2-22=-1825/3613, 21-22=-137/264, 4-19=-501/1288, 18-19=-2365/4741, 16-18=-1663/3470, 15-16_ 1524/3135, 8-15=-408/1026 WEBS 3-22=_-1189/767, 19-22=-1846/3653, 3-19=-470/1047, 4-18=-1678/964, 5-18=-586/1375, _ 6-18=-393/182, 7-16=-122/599, 7-15=-1053/591, 9-12=-1410/877, 10-12= 918/1777, 9-15=-437/1216, 12-15=-833/1722 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2). Wind: ASCE 7-16; Vult=160mph-(3-second gust) Vasd=124mph; TCDL=4.2psf;-BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber-DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. .-4) Provide adequate drainage -to prevent water ponding.- - - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between -the bottom -chord and -any other members, 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 Qt=lb) 2=1011, 11=901. 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. Andre0o6mou PE \o.54943 3111TAUSA, Inc FL Ceti 6634 .16023 Stvingley Ridge Road, Cbeiterfield,1l0 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIITEK REFERENCE PAG_E_MII-7473 rev. 5/19/2020 BEFORE -USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall 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 SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882910 2867272 A13 SPECIAL 1 _1 Job Reference (optional) tsuuoers rirstaource trtani Lny, ref, riant uny, rt_ -snob/, a.43u s Aug 1 e zun mi I eK inausmes, Inc. mon )ep Is 1 e:os:zss zun rage i ID:?1YDfitmYJI NmupVDA3te2z4H2S-F_kQd2rKdDF_R2QcUk?pfrBh7zzpnDpiRDewp5ye_Mb t1-44 6-7-12 11-11-0 15-0-0 , 21-3-10 26.11-15 33-0.0 35-8-0 , 40-4-6 44-4-0 1-4-0 6-7-12 5-3-4 3-1-0 6-3-10 5.8-5 6-0-1 2-8-0 4.8-6 3-11-11 Scale=1:79.5 Sx6 = _ 6.00 12 5x6 3x4 = 5 29 6 30 7 2x4 II 6x8 = 31 8 9 23 ' 22 15 ' 14 - 13 ' -12 3x6 — 48 = 3x4 11 2x4 11 6x8 = 6x8 = 6.7-12 "-11-0 15-0-0 24-1-12 33-0.0 35-8.0 44-4-0 B-T-12 5=3-4 3-1-0 9-1-12 - — _' 10-4 - 2-T0 8-8-0 LOADING (psf) - SPACING- 2-0-0 CSI. DEFL: -in--(loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.50 21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.68 17-19 >779 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.35 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except` BOT CHORD 2-21,12-15: 2x4 SP No.2, 8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except` WEBS 20-23,9-16: 2x4 SP No.2, 11-12: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=266(LC 12) Max Uplift 2=-1011(LC 12), 12=-905(LC 12) Max Grav 2=2064(LC 17), 12=1940(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3832/1924, 3-4=-5006/2656, 4-5=-4070/2246, 5-6=-3674/2096, 6-7=-3919/2194, 7-8=-2917/1754, 8-9— 2890/1740, 9-10=-2042/1225 BOT CHORD 2-23= 1832/3546, 22-23=-125/282, 4-20=-509/1154, 19-20=-2322/4572, 17-19= 1992/4006, 16-17=-1882/3759, 8-16=-250/302, 12-13=-695/1234 WEBS 3-23=-1.154/775, 20-23— 1866/3561, 3-20=-467/991, 4-19=-1298/792, 5-19=-709/1568, 6-19=-569/286, 7-17=-69/491, 7-16=-1064/563, 13-16=-1032/2326, 9-16=-1442/2860, 9-13=-1850/971, 10-13=-250/854, 10-12= 2003/1204. Weight: 309 lb FT = 20% Structural .wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 20-22, 14-16 1 Row at midpt 6-19, 7-16, 9-13, 10-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE-7-.16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft;.B=45ft; L=40ft; eave=7ft;.Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-1-4 zone;C-C for members and forces & MWFRS-for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water-ponding.- -- — -- - - - — — - — - — - - -- -- 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1011,12=905. 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. Andretr Johnson PE No. 84943 NhTek USA, Inc. FL Cerl 6634 16013 Swingley Ridge Road, Chesterfield, A10 63017 Date: September 14,2021 _ A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always-required.forstability.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 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882911 2867272 A14 SPECIAL 1 1 __ _ _ _ Job Reference (optional) timaers mrsibource Imam Lary, t-L/, rlani L ny, rL - JJ:)br, 11 4_Q 6-10-5 11-11-0 13.0-P 4-0 6-10-5 5-0-11 1- 0 6.00 12 5x6 — 2x4 4 5 b.43t1 S Aug lb ZUZI mi I eK Inausines, Inc. mon bep 13 lb:b3:3U ZUZ1 rage I ID:?1 YDfItmYJ 1 NmupVDA3te2z4H2S_ CMrA2ktaBgVihMa?b91 HkGG_CM ERF7u? uX71 uzye_MZ. Scale = 1:81.1 2x4 II 5x6 = 4x6 = 6x8 = 29 6 30 31 7 32- 8 -9 23 22 3x8 = 14 13 12 3x6 — 5x6 = 2x4 II 2x4 11 2x4 II 4x8 = 6-10-5 - 5=0-11 -- 7-10-5 - ' - - - -- "6.9-5 - - ' 2-1=6 ' - 4=B-0 44-0 - '6-8-0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-3-8 0-2-4], [7:0-3-0,0-3-0], [9:0-5-8,0-2-4], [10:0-2-12,0-2-0], [15:0-5-12,0-3-0], [20:0-3-0 0-3-0] - LOADING (psf) SPACING- 2-0-0 -CSI. DEFL. - in (]Do) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.66 17-19 >798 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.82 19-20 >647 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.37 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 281 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 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 "Except' WEBS 1 Row at midpt 9-12 20-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=264(LC 12) Max Uplift 2=-1020(LC 12), 11=-923(LC 12) Max Grav 2=1725(LC 1), 11=1640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3215/1947, 3-4=4133/2655, 4-5=-4058/2745, 5-6=-4002/2636, 6-7= 4002/2636, 7-8=-3872/2560, 8-9=-2962/2037, 9-10= 1681/1126, 10-11=-1573/1114 BOT CHORD 2-23=-1847/2813, 19-20=-2066/3346, 17-19=-2345/3887, 16-17= 1831/2993, 15A 6=-1 831/2994, 8-15_ 914/664 - _ WEBS 3-23= 1014/805, 20-23=-1969/3020, 3-20=-435/852, 5-20=-775/1196, 5-19= 447/931, 6-19=-371/403, 7-17=-479/435, 8-17= 623/1084, 12-15=-890/1514, 9-15=-1397/2288, .9-12= 1250/895, 10-12=-923/1533 NOTES- 1) Unbalanced roof -live loads have been considered for this design.- _ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) -- 13-0-0 to 17-0-0,-Interior(1-) 17-0-0 to 37-8-0, Exterior(2R) 37-8-0 to 41-8-0, Interior(1) 41-8-0-to 44-2-4-zone;C-C for -members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -to-the-use of this truss component:- - - -- - --- - - -- — - - ----- - -- -- -- - --- ----- - 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a -live load of 20.0psf-on the bottom chord in all areas where -a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1020,11=923. - 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 AndrewJohasoaPENo.84943 sheetrock be applied directly to the bottom chord. MTekUSA tacFLCert66J4 _ 16023SningleyRidge Road, Chesterfield,,11063017 Date: September 14,2021 _ _ A WAIN RNG - Yerify designrampaeters 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 personalinjury_and property damage. For general guidance. regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSDTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882912 2867272 A15 MONO HIP _ 1 1. Job Reference (optional) t5unaers ru-siaource trlani L.Iry, r-Lf, rlam L.ny, rL - JJbb/, t7.40U s Aug lb ZUZI Iva I eK Inousines, Inc. ivion aep io l o:n i:3I ZUZ1 rage I ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-gZPYF4tCv8dZJW 9B9tYW HUpEQmZA_c?87BtaQQye—MY i1-4-q fi-4-4 11.0-0 16-7-12 24-0-11 , 31-3-5 38-8-3 44-4-0 1-4.0 6.4-4 4-7-12 5-7-12 7-4-15 7.2-10 7-4-15 5-7-13 Scale=1:78:1 Sx6 = 3x4 = 5x6 = 5x6 = 4x4 4 5 23 624 725 8 26 2x4 II 9 __ 2x4 -11 5x6 = 3x4. = 3x4 = 4x4 = 6z8 — 3x6 3x8 = 46 = LOADING (psf) SPACING-- 2-0-0 CSI. DEFL. - in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.44 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 14-16 >778 180 BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(CT) 0.19 10 n/a -n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 244 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.1 *Except* BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=941(LC 12), 2=-1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1606, 5-6=-3768/1950, 6-7=-3557/1801, 7-8=-2333/1150 BOT CHORD 2-17=-1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11 -1 3=-1 654/3139, 10-11=-895/1655 WEBS 3-16=-570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382, 7-13=-2700768, 7-1.1=-1268/805, 8-11=-574/1494, 8-10=-2309/1265_ _ NOTES- 1) Unbalanced roof live loads have -been -considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MWFRS.for reactions shown; Lumber-DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -- to -the use of this truss component. - — - 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed -for a live load-of-20.Opsf on -the bottom chord in -all areas where a -rectangle 3-6-0 tall -by 2-0-0-wide - - - -- will fit between the bottom chord and any other members, 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 Qt=lb) -10=941, 2=1015. - - - 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. AadrewJohason PE \o. 84943 JLTekUSA, iac. FL Cerf 6634 - 16023 Saingley R14ge Road, Chesterfield, 31063017 Date: September 1_4,2021 _ _ ® WARNING - Verity design.parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE -PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. "Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSVrPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply lot 42/1234 GATLIN 147882913 2867272 A16 _ _ MONO HIP_ 1 1 . _ _ Job Reference o tional builders t-Irstbource (Plant city, FL), F9ant city, FL - 33567, 8.430 s Aug 16 2021 Mi I eK Industries, Inc. Mon Sep 13 16:53:32 2U21 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S_-81zxSPuggRlQwgkNja4lghMLWAzzjO51Mrc8ysye_MX 11-4-0 6-4-1 9-0-0 15.4-15 22-5-11 30-1%5 37-11-2 44-4-0 1-4-0 6-4-1 2-7-15 6-4-15 7-0-13 8-4-9 7-0-13 6-4-14 Scale = 1:78.1 5x6 = 6.00 12 4 22 3x4 = - 5x6 _ _ 5x6 = _ - - - - 3x6-= -- 3x4 11 235 24 6 25 7 26 8 27 9 16 15 14 13 12 11 10 3x6 = 3x8 = 5x6 WB= 3x4 = 3x4.= 4x4 = 6x8 = 4x6 = 35-4-4 44-4-0 - 8.8-4 --8.11-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well -Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.58 13-14 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.74 13-14 >715 180 BCLL 0.0 Rep Stress Indr YES WB 0.98 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4.SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=-1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1886, 3-4=-2955/1804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7=-3768/2191, 7-8=-2542/1453 BOT CHORD 2-16=-1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380, 10-11=-1190/1959 WEBS 3-16=-302/352, 4-16=-583/1093, 5-16_ 1284/753, 5-14=-136/443, 6-14=-299/318, 6-13=-339/369, 7-13= 233/573, 7-11=-1194/837, 8-11=-550/1186, 8-10= 2379/1455 Weight: 229 lb FT = 20 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-16, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 - to 14-7-14, Interior(1) 14-7-14-to 44-2-4 zone;C-C for members and forces & MW FRS for reactions. shown; Lumber DOL=1.60 plate - grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - - - - 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) '-This truss -has been designed -for a -live load of 20.Opsf on the bottom chord in all -areas -where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=93412=1023: - - 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. Andrew Johnson PE No.84943 ShTek USA, Inc. PL Cert 6634 --16023 Swingley Ridge Road, Chesterfield, Mo 63017 Date: September 14,2021 _ A 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, 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 ANSVTPII Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot42/1234 GATLIN 147882914 2867272 A1.7 Half Hip Girder 1 2 Job Reference (optional) ounuer� 1-11610uurce tridnt i.ny, rL/, rmnr LAW, rL - JJbbr, m4JU s Aug 7 b zuzl mi I eK InoUSmes, Inc. mon )ep 10 1 b:bJ:Jb zurt rage 1 ID?1YDfltmYJlNmupVDA3te2z4H2S_OWDRInxLkgGrPH19yQ8h_XW3MnRafvOtHTaL5dye_MT " 4-4.0 7-0-0 9-11-0 15-2-0 20-5-0 25-8-0 30-11.0 36-2-0 41-5-0 44-4.0 1-4-Or 7-0-0 2-11.0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 2-11-0 — - Scale = 1:78.1 6x8 = - 12 7x8 = 7x8 = 2x4 II 6.00 3 22 4 23 24 5 25 26 6 27 28 29 730 31 32 8 33 34 35 9 36 37 10 36 1139 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 ST1.5x8 STP= 7x8 = 7x8 = 6x8 = 4x6 = - 7-0-0 12-6-6 17-9.8 23-0-8 28.3-8 33-6.8 38-9-8 44-0-8 44 -0 7-0-0 - - 5-6-8 5-3=0 - 5-3-0 5-3.0 — 5-3-0 — 5-3-0 - 5-3.0 O- -8 Plate Offsets (X,Y)-- [3:0-4-0,0-1-151, [6:0-4-0,0-4-81, [9:0-4-0,0-4-81, [12:Edge,0-4-41, [15:0-4-0,0-4-81, [18:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. - - in (loc) I/dell Ud - - -"PLATES -GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 244/1 go TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER- - BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2= 1875(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=-10094/6180, 7-8=-9288/5686, 8-9= 7365/4499, 9-10=-4313/2612 BOT CHORD 2-19=-3369/5491, 18-19= 4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16= 6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19_ 1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887, 6-17=-625/588, 7_l6=-81/387, 745=-987/758, 8-15=-610/1239, 8-14=-191611.335, 9-14=-1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 Weight: 591 lb FT = 20 Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-7 oc bracing. NOTES- _ 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to -distribute -only -loads noted as (F) or (B), unless otherwise indicated. - - - - 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. -----11; Exp C; Encl, GCpi=0.18;-MWFRS-(directional); Lumber-DOL=1.60 plate grip DOL=1.60- -- -- -- -- - - - - - - 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. - - - - - 7) All plates are 4x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. AndmwJohasoaPE o.8J943 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) SLTekUSA lac.FLCed6634 12=205212=1875. - - - - - - 16023SMugleyRidge Road, Chesterfield,11063017. Date: -Continued on page 2 - ' --" September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M_ITEK 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 forstabilfly_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 SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882914 2867272 A17 _ _ Half Hip -Girder _ _ _1 2 Job Reference (optional) ouuucio rnawvw uc tnarn wy, nanr uny, r� - 0000r, 0.4JU 5 MUg I D zUz t IVII I eK 1nOUSITIe5, Inc. MOn oep 13 1 b=:Jts ZUZ1 rage z _ ID:?1YDfltmYJiNmupVDA3te2z4H2S-O.WDRInxLkgGrPH19yQ8h-XW3MnRafyOtHTaL5dye_MT NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 Ib.down.and_168_lb up at 11=0-12, 91 lb down and 168 lb up -at 13-0-12,.91 lb down and 168 lb -up -at 15-0-12, 91.Ib_down and 168 lb -up -at 17=0-12, 91 lb _ down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb dawn and 168 lb up at 25-0-12, 91 lb down and 166 lb up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12, 91 lb down and 168 Ib.up at 37-0-12, 91 lb down and 168 lb up -at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and .91 lb down.and 168 lb -up at. 4370-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66.Ib down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lbdown-at33-0-12,-66 lb downat35=0-12, 66 lb down at- 37-0-12, 66.Ib down at-.39-0-12, 66 lb down at-41.0-12, and 66 lb downat 43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S). Standard -- - 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-11=-54, 2-12= 20 - -- Concentrated Loads (lb) Vert:3=-91(B) 11=-145(B) 12=-61 (B) 19=-323(B) 5=-91(B) 16=-41(B) 8=-91(B) 13= 41(B) 22=-91(B) 23=-91(B) 24=-91(B) 25= 91(B) 26=-91(B) 27=-91(B) 28=-91(B) 30=-91(B) 31=-91(B) 32=-91(13) 34=-91(B) 35=-91(13) 36=-91(B) 37=-91(B) 38=-91 (B)-39=-91 (B) 40=-41(B) 41= 41(B) 42=-41 (B)-43=-41 (B) 44=-41(B) - 45=-41(B) 46=-41(B) 47=-41(B) 48=-41(B) 49= 41(B) 50=-41(B) 51=-41(B) 52=-41(13) 53=-41(6) 54=-41(B) 55=-41(B) A WARNING -_Verity. design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to preventcollapsewith possible -personal injury and property damage. For general guidance regarding the _ _MiTek� _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-B9 and BC51 Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882915 2867272 B13 COMMON 4 1 _ _ Job Reference (optional) tauucers rtrslaource trlani L,Ily, rcl, -1-4-0 6-5-4 rlanr ury, rL - 56n0r, tl.4JU S Hug 10 ZUZ 1 IVII I eK InUU51neS, Inc. IVIOn oep I J I o:oJ:J/ ZUZ I rage I I D:5Q4EdW 9h21AUYT2rOU9U G8ykiQL-Vi mqW 7yzV-Oi 1 RcLV7fwX13FmBg8OQp1 V7Kve3ye_MS 12-4-0 18-2-13 24.8-0 126.0-0 1 5-10-12 5-10-12 6-5.3 1-4.0 - - Scale = 1:45.0 46 = - 4 - - - 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 8-6-12 16-1-5 24-8.0 8.6-12 --7.6-10 - — 8-6.11 - Plate Offsets fX.YI-- r2:0-0-4.Edoel. r6:0-0-4.Edoel LOADING (psf) - SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl -Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.13 10-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.27 10-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - PLATES - GRIP- MT20 244/190 Weight: 114 lb FT = 20% 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 REACTIONS. (size) 2=0-8-0, 6=0-5-0 Max Horz 2=281(LC 11) Max Uplift 2=-628(LC 12), 6=-628(LC 12) Max Grav 2=1132(LC 17), 6=1132(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1769/1137, 3-4=-1609/1093, 4-5=-1608/1093, 5-6=-1768/1136 BOT CHORD 2-10=-846/1744, 8-10= 403/1108, 6-8=-863/1533 WEBS 4-8=-362/771, 5-8=-414/480, 4-10=-362/77213-10=-414/480 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=_40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-4-0, Exterior(2R) 12-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load.nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) -of truss to bearing plate capable of withstanding 100 lb uplift at-joint(s) except Qt=lb) - 2=628, 6=628. 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.- - - - - --- -- --- -- -- -- AodresrJohnsoaPE, o.ff4943 3101'ek USA, lac FL Cer16634 16023 Swiagley Ridge Road, Chesterfield, Sf0 63017 Date: September 14,2021 _ T jo _ A WARNING - Verify des ignparamet_ers 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 ANSIfrPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882916 2867272 B13B COMMON - 1 1 Job Reference (optional) t3ullders rtrsl5ource (t'lant city, rL), 6-0-12 6-0-12 Flan city, l-L - 33bb1, 8.430 s Aug 15 2021 MI I eK Industnes, Inc. Mon bep 13 16:b3:38 2U21 rage 1 ID:zmbLkv_5ELI Dtgy ghSMnND7z4_Wx-zvKgTzbGH W ZebBX3rB93ycQVbOH7t7Akn3SAWye-M R 11-11-8 17-10-5 24-3-8 25-7-8 , 5-10-12 5-10-12 6-5-3 - - - - -Scale = 1:43.4 4x6 = 3 m Io 44 = 3x4 = 3x4 = 3x4 = 3x4 = 8-2-4 15-8-13 24-3-8 - --8-2-4 - - -7-6-10 - 8-6-11 PlateOffsets(X,Y)-- [1:0-0-0,0-1-41, [5:0-0-4,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/doff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.13 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.26 7-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.05 5 - n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 112 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 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-3-8, 5=0-8-0 Max Horz 1=-271(LC 10) Max Uplift 1=-503(LC 12), 5=-624(LC 12) Max Grav 1=1043(LC 17), 5=1118(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1691/1116, 2-3=-1526/1080, 3-4=-1580/1095, 4-5=-1740/1138 BOT CHORD _ 1-9=-802/1647, 7-9=-400/1079, 5-7— 863/1507 WEBS 3-7— 367/777,4-7=-411/482,3-9=-325/694,2-9=-365/457 NOTES-_ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0.0 to 11-11-8, Exterior(2R) 11-11-8 to 15-11-8, Interior(1) 15-11-8 to 25-7-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain -loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).' This truss has been designed for a live load of 20.Opsf on the bottom chord in all -areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=503; 5=624. - - - -- - - 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. Andrew Johnson PE No. 84943 \LTek USA, Inc. R Cerl 6634 16023 Smogley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 _ . _ A WARNING_ Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5E._ /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 ANSYTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot42/1234 GATLIN 147882917 2867272 B19 HIP 1 1. _ Jab Reference (optional) bUllUerS NFSlJource trlanr t✓ny, rLJ, riant ldry, rL - A3bb/, UAJU S Aug It) ZUZI IVII I OK InoUSlnes, Inc. ivion aep t3 I b:b3:Je ZUZ I rage i ID;zmbLkv5ELIDtgyehSMnND7z4—Wx-R5uaxpzDi beQGlmkdYiOcA8dl?PSsIUKzRpOiyye—MQ 1-4-0 5-9.4 11-0.0 13.8-0 18-10.12 24-8-0 26.0-0 1-4-0 5-9.4 5-2-12 2-8.0 5-2-12 5-9-4 1 4 0 - - Scale=1'.45.1 4x6 = - 46 = - - 4 5 C? _o 3x4 = 2x4 11 3x4 = 3x4 = 3x4 = 2x4 11 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 5:9-4 - - 5-2-12 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.42 Lumber DOL 1.25 BC 0.49 Rep Stress Incr YES WB 0.49 Code FBC2020/TPI2014 Matrix -AS .0- - - . - - 5-2-12 5-9_4 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.11 "9-10 >999 240 MT20 - 244/190 Vert(CT) -0.18 9-10 >999 180 Horz(CT) 0.06 7 n/a n/a Weight: 123 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 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=254(LC 11) Max Uplift 2= 628(LC 12), 7=-628(LC 12) Max Grav 2=1135(LC 17), 7=1135(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1882/1055, 3-4=-1320/855, 4-5=-1140/834, 5-6=-1320/855, 6-7— 1883/1055 BOT CHORD 2-13= 782/1821, 11-13= 782/1821, 10-11=-422/1222, 9-10=-814/1631, 7-9=-814/1631 WEBS 3-11=-694/450, 4-11=-159/406, 5-10= 159/405, 6-10=-695/450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=O.]8; MWFRS.(directional) and C-C Exterior(2E) -1-4-0 to.2-8-0, Interior(1) 2-8,O to 11-0-0, Exterior(2E) 11-0-0 to 13-8-0, Exte6or(2R) 13-8-0 to 19-3-14, Interior(1) 19-3-14 to 26-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip•DOL=1.60 3) Building Designer/ Project engineer responsible forverifyingapplied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load..nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift -at joint(s) except Qt=lb) - - 2=628, 7=628. 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. Aadrew,iobasou PE \o.84943 ,11iTek USA, Inc FE Ceti 6634 16023 Ssrfogley Ridge Road, Chesterfield, H0 63017 Date: September 14,2021 0 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 individualE._ 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 SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882918 2867272 B20 _- .Hip - _ _ -1 _1 Job Reference (optional) uuuuew niawuuwn ir-im a —Ly, riai a uuy, rL - 0000r, 0.43U S Aug 7 d ZUZI MI I eK In(auslrles, Inc. Mon sep l'J 1 b:b3:4U 2UZ1 rage 1 I D:zmbLkv5ELI DtgyehSMnN D7z4_W x_vHSy89_sovmHuuLwBGDdBNhnmOifbgaTC5YZEOye_MP 1-4-0 4-9-3 8-it-15 15-8.0 19-10-12 24-8-0 26.0-0 1-4-0 4-9-3 4.2-12 6-8-1 4-2-12 4-9-4 1-4-0 -Scale = 1:44.5 4x6 = 4x8 = 4 20 21 22 23 5 co 0 v 7 � e .I 0 4x4 = _ - 3x8 = 3x4 = 3x4 = _ _ _ - 4x4 = LOADING (psf) SPACING- 2--0-0 CS1. DEFL. in floc) I/defl -Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.15 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.32 9-17 >924 180 BCLL 0.0 Rep Stress Incr YES WB 0.-18 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 119lb 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 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2= 213(LC 10) Max Uplift 2=-628(LC 12), 7=-628(LC 12) Max Grav 2=985(LC 1), 7=985(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1625/1152, 3-4=-1367/955, 4-5=-1185/937, 5-6=-1367/956, 6-7— 1626/1152 BOT CHORD 2-11= 876/1470, 9-11=-588/1185, 7-9=-908/1434 WEBS 3-11=-347/362, 4-11=-66/373, 5-9= 80/374, 6-9=-350/362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;-eave=5ft;-Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-11-15, Exterior(2R) 8-11-15 to 14-7-13, Interior(1) 14-7-13 to 15-8-0, Exterior(2R) 15-8-0 to 21-3-14, Interior(1) 21-3-14 to 26-0-0 zone;C-C for members _and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. - - - -- - - - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=62817=628. 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. AudrelrJohason PE \o.54943 bLTek USA, Inc. FL Cer16634 16023 SsrmgleyPlidgeRoad, ChesterGeld,J1063017 Date: September 14,2021 Q WARNING - Verity designparameters and -READ -NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473-rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�,� a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ _ _MiT_ek� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1ot42/1234 GATLIN 147882919 2867272 B21 -.Hip-Girder Job Reference (optional) Dunuers nrxnaowce lndnr Uny, rL), mans uny, rL - 0000/, o.43U s Aug I U zuei rvii i eK inausrnes, Inc. mon Jep I J I U:b:5:41 ZUZI rage I ID:YARgCUhM7owkVEMpPNjefGzAwvz-NU.OKLU?UZCuBV2w6kzkshbEsUo1 RK8VcQll6ngye_MO -1.4-0 7-0-0 12-4-0 17-8.0 24.8-0 26-0-0 1.4-0 7-0-0 5-4-0 5-4-0 7-0.0 Scale=1:45.1 46 — 3x8 = 4x6 = -3 18 19 4 20 21 5 4x4 = 3x4 = 5x6 W B — 2x4 11 3x4 = 4x4 = 7-0-0 12-4.1 17-8.0 24-8-0 - 7-0-0 - 1 0 5-4_0 - - 7-0-0 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20:0 Plate Grip DOL- 1.25 TC 0.86 -Vert(LL) 0.24 9 >999 240 - MT20 - 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.29 8-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.71 Horz(CT) 0.11 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 114lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-2 oc bracing. 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=172(LC 7) Max Uplift 2=-1097(LC 8), 6=-1221(LC 8) Max Grav 2=1772(LC 1), 6=1862(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3299/1877, 3-4=-2920/1778, 4-5=-3090/2013, 5-6=-3496/2148 BOT CHORD 2-11=-1482/2879, 9-11=-2015/3621, 8-9=-2015/3621, 6-8=-1724/3055 WEBS 3-11=-377/1019,4-11=-953/706,4-9=0/409,4-8=-746/420,5-8=-214/901 NOTES- 1) Unbalanced roof live loads have been considered -for -this design. 2) Wind: ASIDE 7-16;, Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This -truss has been designed for a 10.0-psf-bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. T) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100-lb uplift atjoint(s) except Qt=lb) 2=1097,6=1221. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 164 lb up at 7-0-0, 87 lb down and 164-lb up at 9-0-12, 87 lb down -and 164 lb up at-11-0-12, 87 lb -down and-1 64 lb -up at 12-4-0, 87 lb down - and 164 lb up at 13-7-4, and 87 Ib down and 164 lb up at 15-7-4, and 295 lb down and 488 lb up at 17-8-0 on top chord, and 323 lb down and 92 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 12-4-0, 66 lb down at 13-7-4, and 66 lb down at 15-7-4, and 323-lb down and 92 lb up at-17-7-4 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=-54, 3-5=-54, 5-7=-54, 12-15=-20 Continued on -page 2 AedrewJohnmu PE \o. &4943 1UTekUSA, fac. FL Cert 6634 16023 Sniii4ey Ridge Road, Chesterfield, 310 63017 Date: September. 14,2021 _A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possibie.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 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss. Type Qty Ply lot4211234 GATLIN 147882919 2867272 _ B21 Hip Girder 1 t _ _ _ Job Reference (optional) Duuuerb nrbrauurce trinrn URy, r-L./, MUM ulty, rL - 3O00r, t1.4JU S Aug l b GUGI MI I eK IncusineS, Inc. Mon Sep l J 1 b:bJ:41 2U21 rage z ID:YARgCUhM7owkVEMpPNjefGzAwvz-NUOKLU?UZCuBV2w6kzkshbEsUo1 RK8VcQll6ngye_MO LOAD CASE(S) Standard Concentrated. Loads (lb) Vert: 3=-87(F) 5_ 295(F) 11=-323(F) 9=-40(F) 8=-323(F) 4=-87(F) 18=-87(F) 19=-87(F) 20=-87(F) 21=-87(F) 22=-40(F) 23=-40(F) 24=-40(F) 25=-40(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSI/rPlt Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1ot42/1234 GATLIN 147882920 2867272 C1 Jack -Open 8_ 1 Job Reference (optional) ttuuoers I rstbource (19ant aty, t-L), Ylant uty, rL - 33b67, - - -- 14 1-4-0 t5.43U 5 Aug l b 2UZI MI I eK mousirles, Inc. mon Sep l3 I b:b3:41 2U21 rage 1 I D:YARgCUhM7owkV.EMpPNjefGzAwvz-NUOKLU? UZCu8V2w6kzkshbE?toCtKJaCQI I6ngye_MC 0-11-4 0-11-4 Scale =1:7.6 m o� 0 N rn O 0-11-4 0-11-4 Plate Offsets (X,Y)-- 12:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. - DEFL.- - in (Ibc) - Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2= 226(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate -grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom.chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=226. Andrew Jollmon PE No.84943 3LTek USA, Inc FL Cell 6634 .16023 Wagley Ridge Road, C6eiterfield, lf0 63017 Date: September 14,2021 A WARNING -_Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE -PAGE MI_I-7473 rev. 5/19/_2020 BEFORE USE. • 'Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required. for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the_ _ _MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882921 2867272 Ci P JACK -OPEN 4 1 Job Reference (optional) t3unoers mrsibource triant Guy, I-L), rlani GIty, rL - JJbb/, b.4JU S Aug 7 ti 2U21 m1 I eK InOUS[rles, Inc. mon Jep I l ti:b3:42 zuzl rage 1 I D ?1 YDfltmYJ 1 NmupVDA3te2z4H2S-rgajZgO6KW O?7CV I IhF5Eom9dCYu3mgmfP1 gJHye_MN L -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 v 6 C9 dr 0 N u) O 1 0-11-4 - 0_11.4 Plate Offsets (X,Y)-- 12:0-0-4,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well - Ud- PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0- * Rep Stress Incr YES WB 0.00' Horz(CT) 0.00 4 n/a n/a- BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight:5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 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, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2= 246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten" -All forces 250 (lb) or Jess except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.- _ 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=246. Andrew Johnson PE No. 84943 Mlek USA, Inc. PL Cert 6634 16023 Sttingley Ridge Road, Chesterfield, \10 63017 Date: September 14,2021 ®. WARNING - Verify design parameters -and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. - "Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _MiTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply lot 42/1234 GATLIN 1478B2922 2867272 CiV Jack -Open 2 Job Reference (optional) buiiaerS rustbource (rlant city, rL), rlant city, rL - 33561, -1-4.0 1-4-0 lil Plate Offsets (X Y)-- 12.0-0-15 Edge] tl.4Ju 5 Aug It) 4U41 MI I eK InDUsines, Inc. Ivlon Jep 1J lU:UJ:4z zuzl rage 1 ID:zmbLkv5ELI.DtgyehSMnND7z4_Wx-rgajZgO6KW 0?7CVIIhF5EomAdCY73mgmfPl gJHye—MN 0-11-4 0-11-4 - Scale =1:7.6 4 o_ 0 rn 0 N N O Ia a LOADING(psf) -SPACING- 2-0--0 CSI. —DEFL. in (Icc) I/defl Ud- PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 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 FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-21 O(LC 12), 4=-14(LC 1) Max Grav 3=17(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(K) zone;C-C for members and forces & MWFRS for reactions _shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss.has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)-Refer to girder(s) for truss to truss connections. 6) 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. 7) Provide mechanical. connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints)-3, 4 except (jt=lb) 2=210. Andrew Johnson PE No. 84943 NhTekUSA, Ina FL Cert 6634 16023SwingleyRidge Road, Chesterfield, 31063017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 AN31/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882923 2867272 C3 Jack -Open 8 _ 1 _ Job Reference (optional) ouuaers mrstaource triant L ny, ref, riant i ay, rt- - J3bbr, b.43U S Aug I to ZUZI Mi I ex InauslneS, Inc. Mon Sep 13 1ti:b3:43 2U21 I age 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-Js85mA1 k4g8slM4VsOmKmOJLNcrWoD4vu3nD-rjye_MM -1-4-0 2-11-4 1-4.0 2-11-4 Scale = 1:12.7 1 2-11-4 2-11.-4 Plate _Offsets _(X,Y)-- [2:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl - Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=245. Andrew Johnson PE No, 84943 1ifffek USA, Inc FL Cerl 6634 16023 SwIngley Ridge Road, Chesterfield, 310 63017 Date: September 14,2021 _© WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev_. 5/19/2020 BEFORE USE. • Design valid for use only with MTek0o 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 ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882924 2867272 C3C JACK -OPEN _ 1 1 Job Reference (optional) ounuers rubtouurue trlant LIRy, rLI, rlant ugly, rt_- oabbr, -1-4-0 m43u s Aug lb zuzl mi I eK Inclusmes, Inc. Mon Jep l3 1b:b3:43 zuzl rage i I D:zmbLkv5ELIDtgyehSMnND7z4_W x-JsB5mA1 k4g8sl M4VsOmKmOJGSci1 oAJvu3nDrjye_MM 2-11-4 2-11-4 Scale = 1:12.7 6.00 12 3x6 I I 3 I C IL co m 1 2 2x4 = IL 5 3x6 11 6 2-0-0 2-11-4 -2-0-0 0-11-4 Plate Offsets (X,Y)-- [2:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl - L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 6=0-3-8 Max Horz 6=152(LC 12) Max Uplift 4=-115(LC 1), 5=-150(LC 1), 6=-667(LC 12) Max Grav 4=146(LC 12), 5=208(LC 12), 6=549(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BOT CHORD 2-6=-109/303 WEBS 3-6=-278/810 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=115, 5=150, 6=667. Andrew Johnson PE So.84943 hLTekUSA Inc. FLCert6634 16023 Sumgley Ridge Road, Chesterfleld,110 63017 Date: _ September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 'Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-69 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882925 2867272 C31, JACK -OPEN 3 1 Job Reference o tional ouuuers 1 r L0.ur W trrdnr uny, r�/, rJUM Uuy, rL - 00001, a.4aU s Aug 10 zuz I Ivu I eK Inuumnes, Inc. Ivlon oep I I u:oJ:44 zuz I rage I I D ?1 YDfltmYJ1 NmupVDA3te2z4H2S-n3iT_W 1 Mr7GjM W ehQ5HZJDsV70BXXgK36j W nO9ye_ML 1-4.0 2-11-4 1-4-0 2-11-4 1 Scale=1:12.7 m N ^ T 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020[TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 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, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord -live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=245. AndrelrJohnsoo PE No.84943 1hTek USA, lac. FL Cert 6634 16023 %looey Rldge Road, Chesterfield, NO 63017 Date: September 14,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. --Design valid for use only with MiTek® connectors. This design is based only upon parameters 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 ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882926 2867272 C3V Jack -Open 2 1 Job Reference (optional) Cuuaers mrstSOurce trlant L:ny, r-Ll, mant raty, rL - 3356/, 6.43U 9 Aug 16 2021 MI I ex Industries, Inc. Man Sep 13 16:53:45 2UZ1 rage 1 I D:zmbLkv5ELI DtgyehS MnND7z4_W x-GFFrBs2_cROa—gDlzpporROhsPZYG7aCLNGKwcye_MK 1-4.0 2-11.4 1-4-0 2-11.4 E Plate Offsets fX.YI-- f2:0-0-15.Edae Scale = 1:12.7 I6 N dr c2 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >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 FBC2020lrP12014 Matrix -MP Weight: 12 lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0-psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=174. Andrew Johnson PE \o.94943 NUT& GSA, foc. FL Ced 6634 16023 Snfagley Ridge Road, Chesterfield, 310 63017 Date: September 14,2021_ WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK. REFERENCE PAGE 1,1II-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 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 ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty 1 Ply lot42/1234 GATLIN 147882927 2867272 C5 Jack -Open 8 1 _ _ _ Job Reference (optional) tiunaers rlrSt50Ufce (mant Lary, t-L), mant Laty, t-L - 33bb/, t3.43U S Aug 1 b 2U21 mi I eK mausineS, Inc. mon sep 13 I Wb3:4b ZUZI rage 1 ID.:zmbLkv5ELl DtgyehS MnND7z4_W x-G FFrBs2_cROa_gDtzpporROd7PTKG7aCLNG Kwcye_MK -1-4-0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 D 3x4 = 4.11-4 4-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud- PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18lb 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) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40fh eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=128, 2=196. 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. Andrew Johason PE So. 84943 3bTek USA, far. FL Cert 6634 16023 Slriagley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 A WARNING -Verify desiggparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19f202O 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 SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot42/1234 GATLIN 147882928 2867272 C5V Jack -Open 2 1 Job Reference (optional) ounuerb Mrsiauurue trrani t sly, rL/, Mani GRy, FL - 33567, 8.430 S Aug 16 202i MI I eK industries, Inc. Mon Sep 13 16:53:46 2U21 Page 1 I D:zmbLkv5ELIDtgyehSMnND7z4_W x-kRpDPC3cNI W Qcpo4XW K10exnEpou7apMa17tS2ye_MJ -1-4-0 4-11-4 1-4-0 4-11-4 Scale=1:17.6 B 3x4 Plate Offsets (X,Y)-- [2:0-1-3,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)- - I/defl Ud PLATES -GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 477 >818 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 4-7 >882 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 181b 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) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-188(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord jive 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding-100 lb uplift -at joint(s) except Qt=lb) - 3=133, 2=188. 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. Andrew Johnson PE No. 84943 Mffek USA, Inc. PL Ced 6634 16023 SwIngley Ridge Road, Chesterfield, 310 63017 We: September 14,2021 _ & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • _ Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 4211234 GATLIN 147682929 2867272 E5P JACK -OPEN 2 1 1. Job Reference (optional) ouuucm .... k wce inapt uny, rt-/, rmnt i Ity, rL - 00001, t1.43u s Aug 16 zuzl mi I eK mauslnes, Inc. Mon bep 13 16:b3:46 ZU21 Nage 1 ID:oQYCSCV2rRC1 CVlfi8VdCAz3w34-kRpDPC3cNlW Qcpo4XW K1 OexjbpiK?apMa1?tS2ye_MJ 1-4.0 5-0-0 1-4.0 5-0-0 0 LOADING (psf) SPACING= 2-0-0 CSI. DEFL. - in- (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) 0.19 4-7 >309 240 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.17 4-7 >340 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-147(LC 12), 2=-302(LC 12), 4=-82(LC 12) Max Grav 3=121(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale =1:17.8 PLATES GRIP- MT20 244/190 Weight: 18 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(211) 2-8-0 to 4-11-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has. been designed for a 10.0-psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=147, 2=302. 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. Andrew Johnson PENo. 84943 3hTekUSA, Inc. FL Cert 6634 16023 Soingley IDdge Road, Chesterfield,110 63017 Date: September 14,2021 -A WARNING -Verify design_ parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply lot 42/1234 GATLIN 147882930 2867272 E7 JACK -OPEN 42 1 Job Reference (optional) 0.4ou s Aug 10 eue I Ivu 1 er inuusmes, inc. Iwon oep io I0:03:4/ zue I rage I I D:YARgCUhM7owkV EMpPNjefGzAwvz-CeNbcY4F82eHDzNG5ErGwsUtvD2ck13Vphl R_Uye_MI 1-4.0 7-0.0 1-4-0 7-0.0 qAY — 7-0-0 7-0.0 m 19 Scale=1:23.1 Plate Offsets (X,Y)-- [2:0-1-8,Edgej LOADING (psf) SPACING- 2-0-0 CSI.- DEFL. in (loc) I/defl Ud- PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >390 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a- n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2= 217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=195, 2=217. 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. AndrewJohason PE So.84943 1hTek USA, Inc. FL Cert 6634 16023 Safngley Ridge Road, Chesterfield, MO 63011 Date: September 14,2021 _ A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED-MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with 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 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/TPI1 quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 4211234 GATLIN 147882931 2867272 E7V Jack -Open 4 1- Job Reference (optional) GUnuers rrrsiauunce triant idly, r-L), riant ldty, rL- 330b/, 0.40U s Aug I ZUZ1 MI I eK Inausales, Inc. mon Sep io ib:b3:4b zuzi rage i ID:YARgCUhM7owkV.EMpPNjefGzAwvz-ggx_p i4tv,Mm8r7ySfxMVT301 udNATUJe1 LU_Xwye_MH 1-4.0 7-0-0 1-4-0 7-0-0 Scale = 1:23.1 ch m N 4x4 ; - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.23 4-7 >356 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-21O(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Inte6or(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live- load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding .100 lb uplift at joint(s) except Qt=1b) 3=200, 2=210. 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. Andrew Jobasoe PE No.84943 1LTek DSA,Int. FL Ced 6634 - 160I3SniokleyRidoeRoad,Cbester0efd,11063017 Date: September 14,2021 _A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTPI1 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882932 2867272 H5P DIAGONAL HIP GIRDER 2 1 - Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:53:48 2021 Page 1 ID:oQYcScV2rRC1 CVIri8VdCAz3w34-gqx_pu4tvMm8r7ySfxMVT3OBsdV7TTse1 LU_Xwye_MH -1-10.10 4-2-5 7-0-14 1-10-10 ' 4-2-5 2-10-9 Scale = 1:17.6 3x4 =_ 6-11-6 7-p-14 6-11-6 0-' VB Plate Offsets (X,Y)-- [2:0-0-10,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP — TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.12 6-9 >723 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.12 6-9 >667 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 29 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-5-11, 6=Mechanical Max Horz 2=216(LC 8) Max Uplift 4=-49(LC 8), 2=-448(LC 8), 6=-240(LC 8) Max Grav 4=79(LC 13), 2=323(LC 1), 6=118(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-276/167 WEBS 3-6= 191/316 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 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) 4 except Ot=lb) 2=44816=240. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 60 lb up at 1-5-12, 3 lb down and 60 lb up at 1-5-12, and 5 lb down and 84 Ito up at 4-3-11, and 34 lb down and 135 Ito up at 4-3-11 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, and 5 lb down and 4 lb up at 4-3-11, and 94 lb up at 4-3-11 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: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Andrem Johnson PE No. 84943 Vert: 3=60(B) 12=69(F=-5, B=74) 1Rielt USA, Inc. FLCerl6634 16023 Wngley Ridge Road, Chesterfield], 110 63017 Dale: September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not. a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 4211234 GATLIN 147882933 2867272 H7 DIAGONAL HIP GIRDER 4 1 Jab Reference (optional) aunuers rirsrauurce triam uRy, rL/, -1-10-10 1-10-10 rlant u1y, rL - 0,50W, b.40U S Aug 16 ZUZI MI I eK InaLISTnes, Inc. Mon sep 13 1 b:b3:4`J ZUZ1 rage i ID:YARgCUhM7owkVEMpPNiefGzAwvz-BOVM1 D5Vggu?THXfCftkOHZLy1 gGCs0oG?EX3Nye_MG 5-2-5 9-10-13 5-2-5 3x4 = -Scale =1 *22.7 5-2-5 1- - - 4-7-12- 0• 112 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44- Vert(LL) 0.04 7-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress ]nor NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 43lb 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 7-11-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-147(LC 8), 2= 349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/459 BOT CHORD 2-7=-524/693, 6-7=-524/693 WEBS 3-7=-26/286, 3-6=-751/568 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4,2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live.load shown covers rain loading requirements specific to the use of this truss component. 3). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf.on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection -(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=147, 2=349, 5=178. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 64 lb down and 18 lb up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11,7and 37 lb down and 155 lb up at 7-1-10, and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. — - 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13— 75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F= 28, B=-28) Andrew Johnson PE' o. 84943 31tTek USA, Inc. FL Cert 6634 16023 Snfngley Ridge Road, ChesterOeld, N0 63017 Date: September 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 6/19/2020 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty I Ply lot 42/1234 GATLIN 147882934 2867272 _ H7V Diagonal Hip Girder 1 _ _ i.. _ _ _ _ _ - Job Reference (optional) Dunutlrs r1r iouiaiuu tridill ling, rL), rld[K guy, 00aul, 0.4JU 5 HUg 10 zUe I NII I eK inaustrles, Inc. ivion oep 1 J 10:0J:0U zuei rage 1 ID:zmbLkv5ELIDtgyehSMnND7z4-Wx-cD3kEZ67RzOs4R6rmMOzYU6S?Q6fxGAxVez5bpye-MF - -1-10-10 4-5-11 9-10-13 1-10-10 4-5-11 5-5.2 -- - - -- - - - - "" - - Scale-122.6 LOADING (psf) TCLL - 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 3x4 - 0-0-3 - - - - - - SPACING- 2-0-0 Plate Grip DO[:- " -1.25 " Lumber DOL 1.25 Rep Stress Incr NO Code FBC202OTrP12014 CSI. TC 0.68 BC 0.71 W B 0.55 Matrix -MS i-10-13 5-5-2 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.10 -6-7- >999 - 240 MT20 244/190 - Vert(CT) -0.16 6-7 >737 180 Horz(CT) 0.02 5 n/a n/a - - - Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=278(LC 8) Max Uplift 4=-182(LC 8), 5=-101(LC 9), 2= 283(LC 8) Max Grav 4=162(LC 1), 5=261(LC 1), 2=418(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1087T718 BOT CHORD 2-7=-681/1020, 6-7=-702/1029 WEBS 3-6=-1004/681 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific _ to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load -of 20.Opsf on the bottom chord in all areas where a rectangle.3:670 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) Bearing at joint(s)-2 considers parallel -to grain value using.ANSITfPI 1 angle to grain formula. Building -designer should verify - capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=182, 5=101, 2=283. -- - 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 50 lb up at 1-5-12, 60 lb down and 50 lb up at 1-5-12, 7 lb down and 103 lb up at 4-3-11, 7 lb down and 103 lb up at 4-3-11, and 38 lb down -and-159-lb up at-7-1-1Ofand 38 lb down and 159-lb up at 7-1-10 on top chord, -and 48 lb -up at 4-5-12,-48 lb up at 1-5-12, 1 lb - - -- - - - - - --- down and 15 lb up at 4-3-11, 1 lb down and 15 lb up at 4-3-11, and 29 lb down and 6 lb up at 7-1-10, and 29 lb down and 6 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. - 9) In the LOAD CAS E(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) Andrew JohnsonPENo. 84943 Vert: 11-4=-54, 5-8=-20 31i1ekUSA IntRCed6634 16023 Saingley Ridge Road, Chester0eld,110 63017 Date: Continued on page 2 September 14,2021 � - - - - - - - - _ WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 BEFORE_USE. _ Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not N 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. generai.guidance regarding the _ _ _ _ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-69 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1ot42/1234 GATLIN 147882934 2867272 H7V Diagonal Hip -Girder Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:53:50 2021 Page 2 I D:zmbLkv5ELIDtgyehSMnND7z4—W x-cD3kEZ67RzOs4R6rmMOzYU6S?Q6fxGAxVez5bpye_MF LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=32(F=16, B=16) 7= 2(F=-1, B=-1) 11=38(F=19, B=19) 12=-77(F=-38, B=-38) 13=54(F=27, B=27) 14=-55(F=-27, B=-27) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. "Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability.and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the. - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply lot 4211234 GATLIN 147882935 2867272 J01 Hip Girder 1 1 Job Reference (optional) ouimers rrrsraource trianr urry, rimy, riani erlry, rL - 00001, o.v3u s Aug I b zuzl nn1 I eK inausenes, Inc. rvion aep to I o:0a:0I zaz I rage 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-4Pd6Sv71CH9jibh1 K4vC5ieZGgRjgpl5jlje7Fye_ME 1.4.0 1-10-4 5-0-0 5.8-1 8-9-12 10-8-0 12.0.0 ,-4-0 1-10-4 3-1-12 0-8-1 3-1-11 1-10-4 1-4-0 Scale = 1:21.7 4x8 = 17 4 18 Ira CD 3x6 11 3x4 = 1-JQ-4 5.0.0 , 5-8-1 8-9.12 1-0 -0 1-8-8 0-1-y2 8-1=12 0-8-1 3-1=11 - 1-10-4 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0),[6:0-0-0,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.23 8-9 >458 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.20 8-9 >533 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4SPNo.3 REACTIONS. (size) 6=0-4-0, 10=0-3-8 Max Horz 10=134(LC 7) Max Uplift 6=-620(LC 8), 10= 957(LC 8) Max Grav 6=457(LC 1), 10=702(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/635, 3-4=-452/684, 4-5=403/611,.5-6=412/602 BOT CHORD 2-10=-618/342, 9-10=-508/342, 8-9=-508/342, 6-8=-508/342 WEBS 3-10= 381/499, 4-9=-327/213 Structural wood.sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 6-5-4 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 6=620, 10=957. - 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 216 lb up at 5-0-0, and 46 lb down and 125 lb up at 5-8-1 on top chord, and 69 lb down and 181 lb up at 5-0-0, and 69 lb down and 181 lb up at 5-7-5 on bottom chord. The design/selection of such connection devices) -is the responsibility of others. - 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 11-14=-20 Concentrated Loads (lb) Vert: 9=-24(F) 17=-41(F) 18=-46(F) 19=-69(F) 20=-45(F) AndrelrSohnson PE \0.84943 3LTek USA, lac Pl. Cert 6634 16023 Su,agley Ridge Road, Chesterfield, MO 63017. Date: September 14,2021 _ A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply lot42/1234 GATLIN 147882936 2867272 PB1 .VALLEY 4 1 Job Reference (optional) fIIM-1— it-IGI LL VLLy, 11), nai LL uuy, aouu" UAJU 5 Aug 10 ZUZ I MI I eK Inousifles, Inc. Mon oep 10 1 b:00:0Z ZUZI rage 7 ID ?1 YDfItmYJ1 NmupVDA3te2z4H2S-YbAUfFBNzbHaKkGDunRRdvBsW ExAPH6EyySCgiye_MD Scale=1:16.2 4x4 = 3 6 4x4 = 2x4 11 4x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 - n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 27lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1= 82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2= 264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate.grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 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) 5, 6 except Qt=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with -truss chord at joint(.,) 2, 4, 6. - 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. AndrewJohason PE No.84943 31Tek USA, Inc PL Cerf 6634 16023 Sniagtey Ridge Road, Chesterfield, 310 63017 Date: September 14,2021 N I7 O _ A WARNING --Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev _5119l2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must 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 iwiTek' 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-09 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot 42/1234 GATLIN 147882937 2867272 _ PB2_ VALLEY_ 2 1 Job Reference (optional) Du11uer5 1-11510Uurce tmmn uny, rLI, riani LAW, rL - ao001, U.43U S Aug I ZUZI MI I eK Intlusines, Inc. Mon tiep 13 16:53:53 2021 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-1nkttb-B?kuPRxugQRUygA7jiGeHP8jLOBcCIC8ye_MC _ 4-0-0 4-4-0 4-8-0 8-8-0 4-0.0 0-4-0 0-4-0 4-0-0 Scale = 1.16.5 4x6 = 3 6 4x4 = 2x4 11 4x4 = 4-4.0 8-8.0 4-4-0 4-4-0 Plate Offsets (X,Y)-- [2:0-1-12,0-0-0] [4:0-1-12 0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 -n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind:.ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 _ 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 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) 5, 6 except (jt=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. = 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. AndtesyJohnsoa PE \o.84943 3hTek USA, Inc FL Cerl 6634 16023 Safnglep Ridge Road CheslerGeld,,11063017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 'Design N�• 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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply lot42/1234 GATLIN 147882938 2867272 PB3 VALLEY 2 1 Job Reference (optional) 6.00 12 0.40U S MUy 10 ZUZ I IVII I BK Inuusines, Inc. 1vion aep l J I b:06:04 ZUZI rage I I D:?i YDfltmYJ 1 NmupVDA3te2z4H2S-V_IF4x9eVCXIZ2Pc?CTvj KGDR2cYt9dXQGxlkaye_MB 2-0-0 4-4-0 6-8-0 8-8.0 2-0-0 2-4-0 2-4-0 2-0-0 2x4 = 3x4 = 3 9 3x8 II 4 -8 3x4 = 10 5 2x4 = Scale = 1:16.5 O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC202OTrPI2014 Matrix-S Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2 except 8=-142(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-199/367, 3-4=-192/367, 4-5=-192/367, 5-6=-192/370 BOT CHORD 2-8=-258/148, 6-8=-258/148 WEBS 4-8=-218/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=_124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat._ II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-0-0, Exterior(2R) 2-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-8-0, Exterior(2E) 6-8-0 to 8-4-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 _ 3) Building Designer Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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 liveloadof-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 100 lb uplift at joint(s) 1, 7, 2 except Qt=lb) 8=142: 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Andrew 3ohnsoo PE \o.84943 3LTek USA, Inc. R Ced 6634 16013 Stsmgley Ridge Road, C6eslerf eld, HO 63017 Date: September 14,2021 _ & 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 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 temporaryand permanent bracing is MiTek' 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 Duality Criteria, DSB-89 and BCSI Building. Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 16023 Swingley Ridge Rd Chesterfield, MO 63017 Symbols PLATE LOCATION, AND ORIENTATION y 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-i'n-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'lid' from outside ! edge of truss. i 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 brushing only. Industry Standards: ANSI/TPI1: National Design Specification -for Metal Plate Connected Wood,Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907,, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 General Safety Notes Failure to Follow;Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials; on inadequately braced trusses. i 4. Provide copies bf 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 ANS,I/TPI 1. 7. Design,assumes trusses will be suitably protected from the environment in accord with'ANSI/TPI 1. ' 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless, expressly noted, this design is not applicable for use with fire retardant, preservative treated, ongreen lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. i 11. Plate type, size, orientation and location dimensions indicated are minimum,plating requirements. 12. Lumber used shall be of the species and size, and 'in all respects, equal to or better than that specified. 13.,Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior ,approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental,'health or performance risks. Consult with ' project'engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient: 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.