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Home My WebLink AboutTrussLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 2866990 - 2508 B 3C BLK NO HS MiTek USA, Inc. Site Information: 16023 Swingley Ridge Rd Customer Info: Adams Homes Port St Lucie Project Name: 2508 B 3CAR Mode414S0iCU 3OdAW Lot/Block: 35PH3 Subdivision: WATERSTON& 8682 Waterstone Blvd AR Address: 8682 Waterstone Blvd,. 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: FBC2O2O/TP12O14 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 49 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 Date 1 147882228 A01 9/14/21 23 147882250 B04 9/14/21 2 . 147882229 A01 A 9/14/21 24 147882251 B09 9/14/21 3 147882230 A01 B 9/14/21 25 147882252 B10 9/14/21 4 147882231 A02 9/14/21 26 147882253 B11 9/14/21 5 147882232 A03 9/14/21 27 147882254 B12 9/14/21 6 147882233 A04 9/14/21 28 147882255 B13 9/14/21 7 147882234 A05 9/14/21 29 147882256 Cl 9/14/21 8 147882235 A06 9/14/21 30 147882257 C1 V 9/14/21 9 147882236 A07 9/14/21 31 147882258 C3 9/14/21 10 147882237 A08 9/14/21 32 147882259 C3V 9/14/21 11 147882238 A09 9/14/21 33 147882260 C5 9/14/21 12 147882239 A10 - 9/14/21 34 147882261 C5V 9/14/21 13 147882240 All 9/14/21 35 147882262 D02 9/14/21 14 147882241 Al2 9/14/21 36 147882263 D03 9/14/21 15 147882242 A13 9/14/21 37 147882264 D04 9/14/21 16 147882243 A14 9/14/21 38 147882265 E1 P 9/14/21 17 147882244 A15 9/14/21 39 147882266 E7 9/14/21 18 147882245 A16 9/14/21 40 147882267 E7V 9/14/21 19 147882246 A17 9/14/21 41 147882268 G02 9/14/21 20 147882247 B01 9/14/21 42 147882269 H1 9/14/21 21 147882248 B02 9/14/21 43 147882270 H1 P 9/14/21 22 147882249 B03 9/14/21 44 147882271 H7 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 ANSVTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ��•��EW JO E N No 849 gy.NS, STA E OF '1.1• i, O N AL i��;S F1 I I M a eopy MiTek USA Inc. FL Cert 6634 16023 Seingley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 Johnson, Andrew 1 of 2 RE: 2866990 - 2508 B 3C BLK NO HS Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2508 B 3CAR Model: 2508 B 3CAR Lot/Block: 35PH3 Subdivision: WATERSTON& 8682 Waterstone Blvd Address: 8682 Waterstone Blvd, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 147882272 H7V 9/14/21 46 147882273 M02 9/14/21 47 147882274 PB1 9/14/21 48 147882275 PB2 9/14/21 49 147882276 PB3 9/14/21 2of2 Job Truss Truss Type Qty Ply 2508 B 3C BLK NO HS 147882228 2866990 A01 SPECIAL 5 1_ _ Job Reference (optional) t5uuuers rlrstaource triant t,Ity, raj, rlant t✓ay, M - 0000/, s rt-4-0 5-3-0 8-10.8 14-11-8 -� 1-4-d 5-3-0 6.00 F12 3x6 i 30 5 15.4JU S Aug 16 ZUZ1 m1 I eK In0U5irfeS, Inc. mon bep 1 J 1 b:U`d:Jb ZUZI rage 1 _ID:?1YDfitmYJiNmupVDA3te2z4H2S-zf—ghHTe_nHabCMDTvsxTEGFNOwgag6bg2ZmWXye??h - 5x6 - - 3x6 = 5x6 6 31 7 32 3334 8 35 3x6 9 5x6 3x6 ST1.5x8 STP_— 3 8-10- 19 1 2 3x4 = 18 38 39 17 16 40 6 22 21 20 3x6 = 3x8 = 3x8 = 4x6 = 2x4 11 6x8 = - AV- - - __ Ni� 41 15 14 42 - 43 13 3x8 = 4x8 = 3x6 = Scale = 1:91.5 5x6 -10 ST1.5xB-STP = r 36 11-w - v o IN 4x6 = LOADING (psf) SPACING- 2=0=0 CS1. - DEFL. in (loc) Well - 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 Weight: 271 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 puffins (4-3-0 max.): 6-8. 4-21: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-9-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-16, 7-15, 9-15 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=-187811327, 8-9=-2133/1362, 9-10=-3023/1620, 10-11=-3266/1758 BOT CHORD 2-22=-644/251, 21-22=-644/251, 19-21 =-1 949/939, 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, 10-13=7337/344,5-18=-779/542, 3-22=-547/217, 3-21=-402/888 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(l) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Intedor(1) 33-8-0 to 48-0-0 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 = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable -of withstanding 100 lb uplift -at joint(s) except{jt=lb) ILE COPY 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" gypsu 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. Andrew Johnson PEN&84943 3LTek USA, Inc FL Ced 6634 16023 Snfngley Ridge Road, Cheslettleld,110 63017 Dale: September 14,2021 .,& 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 MiT_e_k'_ is always required focstability 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 Ply 250E B 3C BLK NO HS 147882229 2866990 A0.1A SPECIAL 1 1 - Job Reference (optional) Builders Flrst50Urce (mart city, FL), Flan city, FL - 33567, 8.430 s Aug 16 2U21 MITek Industries, Inc. Mon Sep 13 1 ti:09:39 2021 rage 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-RrY2vdUG15PQDMxp 1 dNAOSpQroJsJJokvi IJ2zye??g-_ 11-4-0 6-1-8 7r2-129-7-11 i 14-11-8 21-0-0 25-4-0 i 29-8-0 35-8-8 41-10-15 46-7-4 8-0- -4-0-1- 2-4-15 ' 5-3-12 6-0-8 4-4-0 4-4-0 6-0-8 6.2.7 4.8.5 -4-1 - Scale = 1:91.5 5x6 = 3x6 = 5x6 = 6.00 F12 8 32 933 3435 10 - 3x6 i 31 36 3x6 7 11 5x8 6 5x6 5 i2Z STP-2x4 3x4 11 _ _ ST1.5x8 STP = 4 13II� .303 1 _1B o 2 4x6 = 1 20 39 40 19 18 41 42 17 16 43 44 15 0 N 38 23 22 3x6 = 4z8 - 3x8 =- 3x8 = 4x8 = 3x6 = 4x6 = 46 = 6x8 = 7-2-12 6-1-8 6-2-8 12-1 29-8-0 4674 s-1-a -0 4-1011 o -- 8-8-0 eat-n0- - - - 1-0.4 - - - - Plate Offsets (X,Y)--[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 L/d 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 Stress Incr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 270 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except* 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS 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=-1083(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2166(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/402, 3-4— 301/457, 4-6=-215/343, 6-7=-2494/1501, 7-8=-2223/1472, 8-9=-1949/1420, 9-10= 2084/1462, 10-11= 2362/1515, 11-12=-3250/1770, 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, 8-18=-323/768, 9.18=-343/212, 10-17=-349/783, 11-17=-782/563, 11-15=-93/584, 12-15=-329/340, 3-23=-170/344, 6-20=0/394, 6-21=-2730/1189 Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-0-4 max.): 8-10. Rigid ceiling directly applied. Except: 3-8-0 oc bracing: 21-23 1 Row at micipt 7-18, 9-18, 9-17, 11-17, 6-21 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 33-8-0, 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 40.0 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 = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=379, 13=968, 23=1083. 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. Andrelc Johasoa PE \a. 84943 Affek USA, lac. FL Cet16634 16023 Smogley Ridge Road, Chesterfield, J10 63017 Date: September 14,2021 _ A WARNING-- Verify desiggparameters and READ NOTES ON THIS AND INCLUDED_MITEK REFERENCE. PAGE MII-7473 rev_. 611912020 BEFORE USE. _` d _�' - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication,required fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 2508 B 3C BLK NO HS 147882230 2866990_ _ A01B _ HIP_ 1 1 _ Job Reference (optional) Buucers FirsrSource trlanr C1ry, FL), Plan Cky, FL - 33567, 8.430 s Aug i o tun tvu I ex incusirles, Inc. Mon Sep 13 16:09:41 2021 rage 1 _ _ _ _ _ _ ID:YuAUBcriPWCx6RhnNP_DwTzU6L_-NEgoJJVWHi.f8Sg5n81Qe5tunAby8n6FiMOnQ6sye?7e 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 48.0-Q 1-4-d 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 = 1:932 5x6 = 3x6 = _ 5x6 = 6.00 12 6 3032 731 33 8 - - - - - - 3x6 i 3x6 5 29 9 5x8 G 5x6 - 10 4 ST1.5xB STP = 2x4 ST1.5x8 STP = 3 11 ° 19 COy 1 2 4x6 = 18 17 16 35 36 15 14 37 38 13 IN _o 20 _ 3x8 21 = 3x8 = 3x8 = - 3x6 = 4x6 = - 4x6 = 6x8 = 3x8 = 4x8 = 7-6-15 _8 Ors 14-6-3 21-0-0 29-8-0 37-10-12 46-7-4 - - 7 6.15 D-5.6 6-5=13 - 6-5-13 8-8=0 8-2=12 - 8-8.8 - Plate Offsets (X,Y)--[4:0-4-0,0-3-01,[6:0-3-0,0-2-01,[8:0-3-0,0-2-01,[10:0-3-0,0-3-01,[18:0-3-8,0-1-81 LOADING (psf) -SPACING- - - 2-0=0 CSI. - DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.46 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0195 Horz(CT) 0:09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 273lb 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 (4-2-5 max.): 6-8. 4-21: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 5-1-0 oc bracing: 19-21 WEBS 1 Row at midpt 5-17, 7-17, 7-15 REACTIONS. (size) 2=0-8-0, 21=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-260(LC 12), 21=-987(LC 12), 11=-926(LC 12) Max Grav 2=343(LC 18), 21=2251(LC 17), 11=1804(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-384/245, 3-4=-336/379, 4-5=-1947/1153, 5-6=-1930/1242, 6-7=-1676/1214, 7-8=-1931/1295, 8-9=-2184/1347, 9-10=-3025/1617, 10-11=-3219/1692 BOT CHORD 19-21=-1942/994,.4-19=-1817/1027, 17-18=-737/1885, 15-17=-709/1880, _ 13-15=-1068/2313, 11-13=-1370/2823 . WEBS 3-21=-317/249, 4-18=-893/1954, 5-18=-323/331, 6-17=-237/642, 7-17=-427/253, 8-15=-310/702, 9.15=-758/537, 9-13=_164/639, 10-13=-347/343 _ 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,-Interior(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 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 -fora -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=260, 21=987, 11=926. - - - 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 puriin along the top and/or bottom chord. Andresr,lohnson PE No. 84943 3LTek USA, Inc. FL Cert 6634 16023 Sninglep Ridge Road, Chesterfield, 310 63017 Date: September 1.4,2021 _ A WARNING - Verify -design parameters and -READ NOTES ON THIS AND INCLUDED MITEK REFERENCE. PAGE MII-7473 rev_5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and 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/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 a c Job Truss Truss Type City Ply 2508 B 3C BLK NO HS 147882231 2866990- A02 SPECIAL 1 1 _ - Job Reference (optional) Builders rlrsibource (Plant City, FL), It_ 1-4- 6.0-14 Plant Chy, FL - 33567, _ 8-11-0 13.0-4 21-0.0 _ _ 8.430 s Aug 16 2021 NII T ex inousirles, Inc. Mon Sep 13 16:09;42 2021 rage 1 _ID:?1YDfltmYJlNmupVDA3te2z4H2S-rQEBXfW820n?4qg-ilxte4Qu5?IbWcmAbgXzflye-??d 25.4-0 29.8-0 37-7-12 45-7-8 -4- 6-0-14 ' 2-10-2 4-1-4 7.11102 4-4-0 4.4-0 7-11-12 7-11-12 - Scale = 1:88.7 5x8 = 6.00 FIT 2x4 11 5x8 = 6 29 7 30 31 8 5x8 i 28 32- - 5x6 5 - 9- 3x4 II - 2x4 �� 4 33 4x6 - -- -- - - 10 3 ST1.5x8 STP 27 - - - - - - -- --- - I� - 17 o ai 1 2 4x6 = 16 35 15 36 14 37 13 12 IN O 34 18 3x6 = 4x8 = 3x8 =- - 3x8 = 3x6 = 5x8 I - 19 46 = 6x8 = 8-8-0 811-0 15-4-5 , 25.4-0 , 35-3-11 1 45.7-8 - - 8-8.0 O- -0 6-5-5 - 9-11-11 - - 9-11_11 - --10.3-13 Plate Offsets (X Y)--[5:0-4-0,0-3-0],[6:0-5-0,0-2-0],[8:0-5-0,0-2-0][9:0-3-0,0-3-4],[11:0-6-0,0-0-6] [19:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. - in (loc) I/defl Ud PLATES GRIP- TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.41 19-22 >257 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.34 19-22 >304 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.10 11 rl/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. . 8-9,9-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except' 5-4-0 oc bracing: 17-19 4-19: 2x6 SP No.2 WEBS 1 Row at midpt 5-17, 6-16, 7-14, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Horz 2=403(LC 11) Max Uplift 2=-477(LC 12), 11=-772(LC 12), 19= 1137(LC 12) Max Grav 2=386(LC 23), 11=1663(LC 18), 19=2097(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/613, 3-4=-150/490, 4-5=-78/455, 5-6=-1743/1297, 6-7= 1765/1309, 7-8=-1765/1309, 8-9=-2530/1568, 9-11=-2662/1543 BOT CHORD 2-19— 610/190, 17-19=-1832/708, 16-17=-871/1438, 14-16=-749/1609, 12-14=-794/1664, 1.1-12=1218/2278 WEBS 5-17= 2269/949, 5-16=0/493, 6-14=-139/657, 8-14=-107/296, 8-12=-361/847, 9-12= 394/496, 3-19=-308/504 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 45-7-8 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 othermembers, 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=477,11=772,19=1137. 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 JohnsonPESo.84943 Mifek USA, Inc FL Ced 6634 160I3 Sningley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 A WARNING =Verify design parameters and READ NOTES ON THIS AND I-NCLUDED 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 1' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required. for stability and.to.prevent collapse with possible personal injury and property -damage. For general guidance regarding .the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-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 a c c Job Truss Truss Type Qty Ply 2508 B 3C BLK NO HS 147882232 2866990 A03_ SPECIAL 1 1 - Job Reference (optional) bulluers Mrsl0ource trianl L111y, rL/, rianl idly, rL - 0000/, 6.40U 5 Aug 10 eUe I IVII I UK IIIUUs1r1e5, Inu. Iv1u11 OUP 10 10:uv:99 LVG 1 raye I _ID:?1YDfltmYJ1NmupVDA3te2z4H2S_opLxy-LY0ad1jJ7gMgAzLjVWFsp- Q_ZgT2_04jBye??b- 1-4-0 6-0-10 8-11.0 12-11-to 19-0-0 25-4-0 31-8-0 37-6-6 45-7-8 4- 6-0.10 2-10.6 4-0-10 6-0-6 6-4-0 6-4.0 6-0-6 7-11-2 - - Scale = 1:88.2 ST1.5x8 STP = 27 4x6 = 6.00 F12 5x6 = 2x4 11 5x6 = _ 6 29 30 731 32 8 5x6 i - - - 5 2/ 4x6 = 19 -18 6x8 = 16 36 15 37 14 3x6 08 = - 3x8 = 1 13 1$9 3x8 = 3x6 =- LOADING (psf) SPACING- 2-0-0 CSI: DEFL. -in (loc) I/defl Ud PLATES -GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.40 19-26 >258 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.34 19-26 >305 180 BCLL 0.0 Rep Stress Incr- YES WB -0.52 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 250 lb 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* 5-4-0 oc bracing: 17-19 4-19: 2x6 SP No.2 WEBS 1 Row at midpt 5-17, 6-16 WEBS 2x4 SP No.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=362(LC 11) Max Uplift 11=-772(LC 12), 2=-479(LC 12), 19=-1135(LC 12) Max Grav 11=1650(LC 18), 2=381(LC 23), 19=2075(LC 17) - FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-230/618, 3-4=-108/494, 4-5=-48/501, 5-6=-1719/1261, 6-7=-1978/1413, 7-8=-1978/1413, 8-9= 2463/1519, 9-11= 2615/1529 BOT CHORD 2-19=-615/181, 17-19=-1816/713, 16-17— 842/1352, 14-16=-793/1607, 12-14= 888/1777, _ _ 11-12— 1204/2233 WEBS 5-17=-2153/877, 5-16=0/537, 6-14= 277/793, 7-14=-374/383, 8-14=-138/369, 8-12=-251/705, 9-12=-325/425, 3-19=-301/498 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 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 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) 11=772, 2=479, 19=1135. 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 1LTekUSA, Inc. FL Cert 6634 16023 Swingle112idge Road, Chesterfield,110 63017 Dale: September_14,2021 A WARNING _Verify design parameters and READ NOTES ONTHISAND INCLUDED MI_TEK 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 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 2508 B 3C BLK NO HS 147882233 2866990 A04 SPECIAL_ 1 1 _ Job Reference (optional) t5unoers rirsiz ource irlant l.lry, rL), riant Ury, rL - 33001, 0.4OU 5 AUy 10 ZU4I IVII I UK If IUUbLIIU5, 111U. IVIu1I oup 10 I u.ua.4u - I rays I _ _ ID:?1YDfltmYJiNmupVDA3te2z4H2S-G?vJ9hY1.Lx9axHPZNtUaFj2QMDKij2LdHeleFdye??a 1-4- 6-1-8 8-11-0 12-6-5 110.0 22-2-12 28-5-4 33-8-0 38-3.8 45-7-8 2-9.8 3-7-5 4-5-11 5-2-12 6-2-8 5-2-12 4-7-7 7-4-0 • - — Scale = 1:86.0 6.00 F12 5x6 = - 3x6 = 5x6 = 5x6 = 6 31 7 32 33 8 34 935 5x6 5 30 3x4 11 2x4 \\ 4 ST1.5x8:��4 = 9 2 `° 1 48 = 6 38 21 20 4x6 = 6x8 = 18 17 39 40 16 41 3x8 = -4x8 = 3x6 = - 42 15 14 - 3x8 4x8 = 8-1.0 1 - -- B-4-0 - . - - - 8-4--0 - 36 3x6 10 45-7-8 5x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.41 21-28 >255 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.35 21-28 >302 180 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: 258 lb 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* 5-2-0 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=-772(LC 12), 2=-476(LC 12), 21=-1138(LC 12) Max Grav 12=1619(LC 18), 2=353(LC 23), 21=2068(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-176/608, 3-4=-33/493, 4-5=0/489, 5-6=-1709/1253, 6-7=-1501/1197, 7-8=-2176/1481, 8-9=-2026/1380, 9-10=-2271/1451, 10-12=-2571/1503 BOT CHORD 2-21=-601/125, 19-21_ 1808/712, 18-19=-809/1171, 16-18=-1065/2024, 14-16=-1146/2133, 13-14=-1185/2192, 12-13- 1185/21.92_ _ - _ WEBS 5-19=-2032/873, 5-18=-46/621, 6-18=-251/564, 7-18=-851/473, 7-16=-40/439, 8-14=-429/293, 9-14=-347/743, 10-14=-366/313, 3-21=-299/495 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 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 formembersand 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) 12=77212=476, 21=1138. 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 No. 84943 1LTek USA, Inc. FL Cert 6634 160I3SrsbeeyItldgeRoad, Chesterfield, 31063017 - Date: September 1.4,2021. _ A WARNING - Verify design perameters_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 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 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 2508 B 3C BLK NO HS 147882234 2866990 A05 _ SPECIAL 1 1 _ Job Reference (optional) t5muers rrrsioource trlanr uny, rL/, rlanr tdry, rL - 0300/, 0.90V s Huy 10 GUL 1 IVII 1 M IlNuseltl,, 111u. 1VIu11 oap 10 1 O.UU.4u - I rays I ID:?1YDfitmYJiNmupVDA3te2z4H2S-kBThNI.Zf6FHRYR_Ixb?p_owbbRcfeSOMmWIVBo3ye??Z _ 1-4- 5-8-2 8-11-8 15-0-0 21-10.7 29.4-4 35-8-0 40-11-3 45.7-8 4- 5-8-2 3.3-6 6.0.8 6_10-7 7-5-13 6-3.12 5-3-2 4-8-5 e Scale = 1:86.0 2x4 ST1.5x8 STP = 3 27 co 1 2 - 36 4x6 = 6.00 12 5x8 — 5x6 = 3x6 = 5x6 = - 5 29 -30 - 6 31 7 32 33 8 5x8 34 2X4 28 4 _ _ — -g 35 4x6 10 a c 166 16 .17 - - - -- - - -19 - o 5x8 = 37 38 16 15 39 40 14 41 42 13 12 cv 19 18 3x6 = 48 = 3x6 - - = 4x8 = 3x8 5x8 11 - -- - - - 6x8 = - - - 8-3-9- - - - . - - -9_P-10- - - - - 9-2.4 - --- - - - - -- LOADING (psf) - SPACING= 2-0-0 CSI. DEFL, in- (loc) I/defl Ud PLATES -GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 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. -Ali 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=-18181770, 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=-348/1114, 6-16=-872/570, 6-14=-38/414, 7-12=-671/424, 8-12=-2541744, 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. 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 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 & 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 = I O.Opsf. - 7) Provide mechanical connection (by others) of truss to bearing -plate capable of withstanding-100 lb uplift at joint(s) except Ot=lb) 11=770, 2=469, 19=1147. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. - Andre0ohnsoo PE \o.84943 1LTekUSA, Iw%FL Cert 6634 16023 S9fngley Ridge Road, Chester6eld,110 63017 Date: September 14,2021 A WARNING. _Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rey. 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 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/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 2508 B 3C BLK NO HS 147882235 2866990 A06 _ Hip 1 1 _ Job Reference (optional) Builders Firstbource (Plant clty, FL), t lant Gity, FL - 33567, 8.430 s Aug 16 2U21 MI I eK Industries, Inc. Mon tiep 13 16:U9:41 ZU21 Vage 1 _ _ _ _ ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-CN14aMaHsYPIAbYxVIX2L88oF01FBrpwkyEkKVye??Y_ 1-4-0 6-9-4 13-0-0 21-0-0 29-0-0 37-0-0 37•$-0 42-0.0 46-1-5 50-8.0 52-0-p 4- 6-9-4 6-2-12 8--0 8-0-0 8-0-0 0-8-0 4-4-0 4-1-5 4-6.11 -4- Scale = 1-:97.4 6.00 12 5x8 = 3x4 II 5x6 = 5x8. _ - -5x6-= 4 29 5 30 31 6 32 7 8 5x6 328 ST1.5x8 STP 27 m. 1. 2 O 5x6 9 33 2x4 = c0 10 ST1.5x8 STP = 6 34 i 11 121v1No O 20 19 SD 18 Jb 17 16 1D 4x6 —_ 2x4 II 5x6 = 5x8 = 3x6 = 5x6 II 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 66 9.4 - - 6c2_12 - - - B-0.0 8-0-0 7-it-12 0- =q 5_0=p g=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], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 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/TP12014 Matrix -AS Weight: 295 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 7-16: 2x6 SP No.2 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Harz 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=-1828/1140, 6-7=-407/996, 7-8=-450/1024, 8-9=-508/1066, 9-10=-354/579, 10-11=-363/294 BOT CHORD 2-20=-108612644, 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=_-154/64915-18=-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 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 14-16 1 Row at midpt 4-18, 6-18, 6-14 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(1) 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 & MW FRS 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) 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 Ot=lb) 2=815, 16=1275, 11=246. AndreRJohnsonKIM.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 1IiTekUSA mt.FLCert6634 - sheetrock be applied directly to the bottom chord. 16023SnfngleyRidge Road, Chesterfield ,11063017 Date: September 14,2021 _ & 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 ANSI1rPI1 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 2508 B 3C BLK NO HS 147882236 2866990 A07 SPECIAL 1 _ 1. Job Reference (optional) timaers mrsmource trlam uly, ruf, rlanr ury, rt- - aaooi, t1.43U s Aug I o ZUZ I IVII 1 eK Inousines, Inc. orlon aep i a I o:ue:4a zuz i rage I _ ID:?1YDfltmYJ1 NmupVDA3te2z4H2S_8m9q?2bXOAfOPuiKcjZWQZD9XggHffeCCGjrOOye??W �1-4.0 5-11-14 11-0-0 16-7-1 24-0.0 31.4-15 37.0.0 39.8-0 44-8-11 50-8-0 $2-0.0 y� 5-11-14 5-0-2 5-7-1 7-4-15 7-4-15 5-7-1 2-8.0 5-0-11 5-11-5 -4- - - Scale =1-.89.7 5x6 = 6.00 FIT 4 3x6 5x6 = -3x6 = 3x4 II 5x6 31 5 6 32 33 7 34.8 9 22 2120 37 38 19 39 40 18 17 41 42 1 P15 13 6 8 I 4x6 = -2x4 I_ -48 = 3x6 = 3x6 = 6x8 = 3.00 12 46 3x8 = 4x8 = 1 LOADING (psf) SPACING= - - 2-0-0 CSI. DEFL. - in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) -0.26 19-21 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.46 19-21 >958 180 BCLL 0.0 Rep Stmss Incr YES WB 0.92 Horz(CT) - 0A2 16 n/a - n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 8-16: 2x4 SP No.3, 15-18: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-b, 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=-80/301, 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=_18971982, 9-14=-621/363, 9-13=-277/800, 10-13=-514/553 PLATES GRIP MT20 244/190 Weight: 266 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-0-0 oc bracing: 14-16 1 Row at midpt 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 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 39-8-0,-Exterior(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 -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, 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. Andrei Johnson PE \a. 84943 1UTek USA, Inc. R Cent 6634 .16023 Sningley Ridge Road, Chesterfield, 510 63017 Date: September 14,2021 _ & WARNING - Verifydeslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.-_ Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 2508 B 3C BLK NO HS 147882237 2866990 A08 SPECIAL 1 1_. Job Reference (optional) buiiaerS r1rsibource trlani Glty, rLJ, riant tiny, t-L - 33bbI, b.43U 9 Aug I ZUZ1 mi I eK InOUSUIes, Inc. mon bep 13 1 b:U`J:bU ZUZI rage l ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-cyjCCOc99Tnt12HWAQ4lymmlPE2POCrMQwTPxgye??V �1.4-0 6.416-2-14 23-0-0 29-9.2 37.0.0 41-8.0 , 44-8-8 50-8-0 $2-0-0 -4- 6-4-1 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 = 1:89.7 5x6 = 6.00 F12 2x4 4 30 31 3x6 = 5x6 = 5x6 = 5 6 32 33 7 3x4 -11 5x6 = 8 34 35 9 ZU le ]b I in 4x6 = 3x8 48 = 3x6 = 3x6 = 6x8 = 3.00112 4x6 Zz 3x8 = 9-0-0 18-9.12 27-2-5 36.10-0 371p-0 42-0-0 50-8-0 9_0_0 - - - - - 9-9-12 8=4:g 9.7-11 0- -0 5=0-0 B-8-0 - — - Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [6:0-3-0,0-3-0], [7:0-3-0,0-3-0], [9:0-3-0,0-2-0], [11:0-0-14,Edge], [16:0-3-8,0-3-0] 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) 0.31 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 Weiaht: 250 lb FT = 20% 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 2x4SPNo.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 =-1 509/2690, 17-19= 1377/2624, 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 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, Extedor(2R) 41-8-0 to 45-8-0, Interior(1) 45-8-0 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 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 fora live load of-20.Opsf on the bottom chord in all areas where -a rectangle 3-6-0-tall by-2-0-0 wide-- - - - -- -- -- - - - wilj fit between the bottom chord and any other members. 7) Bearing of 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. AndrelrJohesonPE\o.84943 111Tek USA, Inc. FL Cert 6634 16023 Sssiogley ftidgeRoad, Chesterfleid, MO 63017 Date: _ September 14,2021 A WARNING - Verify design. parameters and READ NOTES ON THIS AND INCLUDED M[TEK 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 ANSIrrPI1 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 2508 B 3C BLK NO HS 147882238 2866990 A09 _ SPECIAL 1 2 Job Reference (optional) t sunaers rIrSIJOurce Imam t ny, rl_), manr L ny, rL - JJbbf, a.4sU S Aug t b ZUz1 IVII I eK Inousines, Inc. Ivion oep I o i b:ue:b i zue 1 rage i _ I D:_?1 YDfltmYJi NmupVDA3te2z4H2S_49GaQkdnwnvjfCsik8b_V_I0bd007eOVfaCyTHye??U i1-4.0 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 2.0-0 -4- 7.0-0 5.0.13 4-11-1 4-11-1 4-11-7 4-11-7 5-2-3 3-2-4 3-5.12 7-0-0 r1.4-0 - - Scale = 1.89.7 5x8 = 6,00 12 3 3x6 = 6x8 = 2x4 II 3x6 = 5x6 = 4x6 = 5x8 304 5 6 31 7 8 9 32 10 0 - 23 22 21 -20 - 19 - 18 - 17 4x6 — 2x4 II 5x6 = 3x6 = 3x8 = 3x6 = 46 = 48 = c� 0 N 111v - O 1 15 - - - 3x6 14x6 zz 3.00 12 7-0-0 12-0-13 16-11-15 21-11-0 26-10-7 31-9-13 36-10-0 L%040-2-4 43-5-0 i 50-8-0 - 7-0-0 5-0-13 4-11-1 4-11-1 4_11-7 _ 4-it-7 5-0-3 0- -0 3-2-4 1 _ 3.2-12 - 7-3-0 Plate Offsets (X,Y)-- [3:0-6-0 0-2-81, [8:0-3-0,0-3-01, [10:0-6-0,0-2-81, [11:0-0-14,Edge1, [22:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. - DEFL. in (loc) I/defy CJd 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/TP12014 Matrix -MS Weight: 516 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 9-16: 2x6 SP No.2 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. (lb) -Max. Comp./Max. Ten. -All forces_250 (lb) 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, 9-10=-1076/2330, 10-11=-1988/970 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=252/414, 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 Structural wood sheathing directly applied or 4-1-4 oc purlins. Rigid ceiling directly applied or 5-9-12 oc bracing. Except: 5-1-0 oc bracing: 14-16 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= 1 24mph; TCDL=42psf; 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) 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. Andrew Johnson PE No.84943 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify 3hTekUSA, Inc. PLCed6634 capacity of bearing surface. I6023SningleyEdge Road, Chesterfield, MO63017- 10) Provide mechanical connection (by others) of truss to bearing plate capable. of withstanding 100 lb uplift at joint(s) except at=lb) Date: 2=1927, 16=3082,11=531. September 14,2021 11) Girder carries hip end with 7-0-0-end-setback. - _A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev.. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIrTPI1 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 2508 B 3C BLK NO HS 147882238 tlunoers r-Irsmource (riant Lmy, I-L), rlant Gny, 1-1-- JJb6/, t1.43U S Aug I b ZUZI m1 I eK Inoustnes, Inc. mon Jep I J I b:UV:bl ZUZI rage z ID:?1YDfltmYJi NmupVDA3te2z4H2S-49GaQkdnwnvjfCsik8b_V_IObd007eOVfaCyTHye??U _ 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) - - & WARNI-NG - Verify design_ parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1.9/2020 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 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 2508 B 3C BLK NO HS 147882239 2866990 A10 SPECIAL 2 1 Job Reference (optional) tjunaers t-1rSIJOUrce Imam UI[y, I-L), Flan Uity, rL. - 33b6/, 8.43U 8 Aug 1 b ZUZ1 mi I eK InausmeS, Inc. mon Jep 13 1 b:U`J:bJ ZUZ7 rage 1 ID•?1 YDfltmYJl.NmupVDA3te2z4H2S-1 X0Lr0f2SO9RuW05rZdSaP0o7R6gbYjo7uh3X9ye??S r1-4-0 6-1-8 14-1.12 21-0-0 29-8.0 33-4-0 38-3-6 44.4.0 1-4-0 6-1-8 8-2-4 6-8-4 8-8-0 3.8.0 4-11-6 6-0-10 Scale = 1 i80.3 7xl0 = 6.00 F12 6x8 = 6 28 29 30 7 3x4 = 14 3x6 — 5x6 II 2x4 II 4x8 = 4x6 II 6-3-8 6-1-8 6-2 8 14-3-12 21-0-0 27-3-11 33-4-0 38-3-6 44-4-0 6-1-8 0-1 0 8-0-4 6-8-4 6-3-11 6-0-5 4-11-6 6-0.10 0-1-0 _ _ _ _ _ _ _ _ Plate Offsets (X,Y)-- [6:0-3-0,0-3-12], [9:0-3-0,0-3-01, [11:Edge,0-3-81, [15:0-2-8,0-3-01, [22:0-3-0,0-1-81 LOADING (psf) SPACING= 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.18 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 15-16 >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 FBC2020/TP12014 Matrix -AS Weight:291,lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied, except end verticals, and 6-7: 2x6 SP No.2 2-0-0 oc purlins (4-10-10 max.): 6-7. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 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=276(LC 23), 22=2056(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=-320/409, 3-5=-2415/1358,.5-6=-2034/1327, 6-7=_-1831/1268, 7-8=-2320/1479, 8-9=-2313/1354, 9-1 0=-1 639/905, 10-11=-1618/945 BOT CHORD 20-22= 2018/1109, 3-20= 1871/1154, 19-20=-269/337, 18-19= 110812276, 16-18=-835/1903, 15-16=-798/1776, 8-15=-216/294 WEBS 3-19=-846/1955, 5-18=-480/346, 6-18=-138/536, 7-16=-56/339, 7-15= 316/644, 12-15=-729/1540, 9-15=-298/847, 9-12=-1146/731, 10-12=-757/1535 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 Extedor(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.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=303, 22=1113, 11=773. 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 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. dhTekUSA,Inc. PLCeti 6634 - 16023 Swinoey RidgeRoa4 Chester6eld,310 63017 Date: September 14,2021 A WARNING - Verify design parameters and. READ NOTES ON THIS AND INCLUDED _M- ITEK REFERENCE PAGE MI I-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 2508 B 3C BLK NO HS 147882240 2866990 At1. _ _ SPECIAL 1 2 Job Reference (optional) tsullaers rtrstbource Iran Ury, t-t_j, rlant uly, t-u- JJbbf, 2x4 II 46 '5�- 4 ST1.5x8 STP = 29 3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 5x8 = 6.00- 12 7 7x8 5 s- -- -- ------ 1 2 6xB = 22 21 2x4 I I 3x4 = 25 3x6 = 4x6 = ts.4dU S AUg I6 GULI MI I eK InausirieS, Inc. mon aep I:! I6:U`.f:o4 2uzl rage I _ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-Vkyj2mfgDillWgbHPG9h7cw?W.rPzK?AyLXRc4bye??R 2x4 11 5x6 = 2x4 11 31 32 8 33 9 10 20 19 36 18 37 qg 3x6 = 3x8 = 16 39 15 3x4 = 2x4 I I Scale = 1:84..9 34 3x4 11 35 14 13 3x8 = 3x6 I I 6-4.11 9-7-13 14-2-1 19-0.0 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 [3:0-1-4,0-2-0], [5:0-3-12,Edge], [7:0-6-0,0-2-8], [9:0-3-0,0-2-0], [17:0-2-8,0-2-0], [23:0-2-4,Edge] t SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud - -PLATES GRIP Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.48 24 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.62 24 >858 180 Rep Stress Incr YES WB 0.84 Horz(CT)- 0.33 13 n/a n/a Code FBC2020/TP12014 Matrix -AS Weight: 603 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: 10-15: 2x4 SP No.3 9-5-0 oc bracing: 23-25 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 15-17 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) 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, 20-21=-1954/3941, 1820=-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: 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 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. AudrewJohmoaPE\0.84943 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3LTekDSA 1uc.Fl.Cert6634 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 - .16023 SpiueleyRidgeRoad,Cheiterfield,11063017 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Date: 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) September 14,2021 2=1018, 13=90.7. - A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 requlred.forstability and to prevent collapse with possible personal.lnjury 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 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 2508 B 3C BLK NO HS 147882240 2866990 Ai_1 _ _ .SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:09:55 2021 Page 2 _ ID:? 1 YDfitmYJ i NmupVDA3te2z4H2S-zwW 5F6g1_OQ97pAUz—gwfgTAGFI C3SQ5aBAAc2ye??Q 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. _ & 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 topreventcollapse 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 Ply 2508 B 3C BLK NO HS 147882241 2866990 Al2 SPECIAL 1_ _1 - Job Reference (optional) tsuuaers tIrsibource pt iani Uny, I-L), mant tiny, r-L - 33bbt, t1.43U S Aug l b 2U21 mi I eK InctustneS, Inc. mon bep 13 7 b:UbF:bb 2UZ1 rage 1 _ ID:? 1 YDfI1mYJ 1 NmupVDA3te2z4H2S_ R64TTRhwlJY01zigXhB9C1 OKUe5eotcEprwjBUye?? P T1-4•q 6-7-12 11-11-0 17-0-0 22-3-0 28-5.0 33-8-0 38-9-0 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 = 1:80.3 C" dl 0 5x6 = 5x6 = 6.00 12 5 28 29 6 30 3x4 = 5x6 = 7 31 32 8 12-00 21� u 4x4 = 14 13 12 11 3x6 — 48 = 3x4 II 2x4 II 5x8 = 4x6 II 6-7-12 11-11-0 17-0-0 25-4-1 33-B-0 38-9.0 44.4.0 6-7-12 5_8_4 5.1.0 8_4_i - 8_4_p - Sc1.0 - 5.7.p 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 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in- (loc)-1/defl - -Ud PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 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/TPI2014 Matrix -AS Weight: 308lb 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, B-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. 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, 9-1 0=-1 823/1019, 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=-1.189/767, 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 Gt=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. Andrew Jo6nsonPENo.84943 \LTek USA, Inc. FL Cert 6634 160I3 Soingley Ridge Road, CbesterLeld 310 63017 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 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 2508 B 3C BLK NO HS 147882242 2866990 A13 SPECIAL 1 1 Job Reference (optional) r3unaers rusioource trlant ldiy, t-L), riam filly, rL - 6500f, UAJU s Aug 113 ZUZ 11VIi t ex inausines, Inc. ivion oep i J i u:ue:or zuz i rage l ID?1 YDfItmYJI NmupVDA3te2z4H2S-vJesgniYW dgtN7Js4PiOl EYU22RzXLQ01 VfGgwye??O T1-4-q 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 = 1:80.3 5xfi = 6.00 12 5xfi = 5 29 6 30 3x4 = 2x4 II 6x8 = 7 31 8 9 23 22 " 15 14 13 12 3x6 — 48 = 3x4 12x4 11 6x8 = 6x8 = 6-7.12 11-11-0 15-0-0 24-1.12 33-0-0 35-8-0 , 44-4-0 _ 6-7-12 5-3-4 3-1-0 9-i-12"" 8-10-4 - 2=8-0 8-6.0 - - Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-3-0,0-2-0], [6:0-3-0,0-3-0], [9:0-6-0,0-2-8], [12:Edge,0-4-8], [16:0-3-0,0-3-8], [18:0-1-12,0-5-4], [20:0-7-12,0-5-4], [23:0-3-8,0-2-0] 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 >783 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.34 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight:316lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* BOT CHORD 2-21: 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 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=265(LC 11) Max Uplift 2— 1013(LC 12), 12=-907(LC 12) Max Grav 2=2064(LC 17), 12=1917(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3833/1928, 3-4=-5008/2661, 4-5=-4072/2250, 5-6=-3676/2100, 6-7=-3922/2200, 7-8=-2922/1763, 8-9=-2893/1749, 9-10=-2073/1244 BOT CHORD 2-23— 1834/3548, 22-23= 125/282, 4-20=-510/1154, 19-20— 2326/4575, 17-19=-1997/4010, 16-17=-1889/3763, 8-16=-250/303, 12-13=-724/1265 WEBS 323=-1155/776, 20-23=-1868/3563, 3-20=-468/993,_4_19=-1299/792, 5-19=-711/1569, 6-19= 574/290, 7-17=-67/491, 7-16=-1064/560, 13-16=-1027/2282, 9-16=-1424/2798, 9-13=-1778/943, 10-13=-228/844, 10-12=-2063/1212 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(i) 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 44-2-4 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 (jt=lb) 2=1013, 12=907. 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 3LTekUSA, Inc. FL Ced 6634 16023 Snfngley Ridge Road, Chesterfield, MO 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 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 City Ply 2508 B 3C BLK NO HS 147882243 286699D A14 SPECIAL 1 1 Job Reference (optional) bunaerS rlrstbource frlant ony, rLJ, riant Ldiy, rL - 33bb/, 1-4.0 6-10-5 11-11-0 1 -019-6 -4-0 6-10-5 5-0.11 1-- 6-6- 6.00 12 2x4 II 5x6 = 4 5 rs.43D s Aug I GULI mi I eK Inaustnes, Inc. mon Jep IS Ib:uu=,b p zuzl rage I I D:?1 YDfitmYJ 1 NmupVDA3te2z4H2S-rhlc5Tj p2 EwbcRTFCpksgfen7s6b? FW hVp8Nlpye??M 26-6-10 33-4-0 37-8-0 44-4-0 7-0.6 6-9-6 4-4-0 6-8.0 - Scale = 1-:82.0 - 2x4 II _ 5x6 = 4x6 = 6x8 =- - 29 6 30 - 31 7 32 8 9 - 23 22 14 13 12 11 3x8 = 3x6 — 5x6 = 2x4 II 2x4 II 2x4 II 4x8 = 3x6 11 6-10-5 11-11-0 19-9-5 26.6-10 28-8-0 33-4-0 37-6-0 44-4.0 6-10-5 -- 5-0-11 7-10=5- 6-9-5 P=1-6 4=8-0 4-4-0 — 6-8=0 - Plate Offsets (X,Y)--[3:0-3-0,0-3-01,[5:0-3-8,0-2-4],[7:0-3-0,0-3-01,[9:0-5-8,0-2-41,[10:0-2-12,0-2-01,[15:0-5-12,0-3-01,[20:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 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 cc 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 Horz 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=-I573/1114 BOT CHORD 2-23=-1847/2813, 19-20= 2066/3346, 17-19=-2345/3887, 16-17=-1831/2993, 15-16=-1831/2994, 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(211) 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.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) 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 AudlewJcbwouPE\0.84943 sheetrock be applied directly to the bottom chord. ShTekUSA IucFLCert 6634 _ 16013SuiugleyPJdgeRoad,Chesterflefd,11063017 _ 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 ANSVTPI1 Duality Criteria, DSB-s9 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 2508 B 3C BLK NO HS 147882244 2866990 _. A15 _ _ _ MONO HIP 1 1 Job Reference (optional) butters rlrstJOurce tviant uty, rL), t-lant La[y, rL- JJbb 1, U.43U S Aug Ili ZU21 MI I eK Inaustnes, Inc. Mon Sep lJ 1b:IU:UU ZU2l rage l ID:?1YDfitmYJlNmupVDA3te2z4H2S-KuJ-JpkRpY2SEb2RmXG5MtA1LGQJkkcgkTUWHFye??L T1-4-q 6-416-7-12 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 = 1:78.9 5x6 = 3x4 — 5x6 = 5x6 = 4x4 — 6.0n 4 5 — 23 6 24 725 8 —26 - 2x4 11 9 17 1611 �, I 1— „ 10 2x4 Il 5x6 = 3x4 = 3x4 = - - 4x4 = 6x8 — 3x6 = 3x8 = 4x6 = 11-0-0 , 19-5-11 27-8-0 35-10-4 44-4-0 g.4.4 47-10 _ 8-5=11 - g.2.5 - - -- - B.2rq- ---8.5-1P Plate Offsets (X,Y)-- [4:0-3-0,0-2-01, [6:0-3-0,0-3-01, [7:0-3-0,0-3-01 - LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 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 Indr 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 BOT CHORD 2x4 SP No.1 *Except* BOT CHORD 2-15: 2x4 SP No.2 WEBS 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(L•C 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, 11-13=-1654/3139, 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=:270/768, 7-11=-1268/805, 8-11=574/1494, 8-1.0 2309/1265_ Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-16, 7-11, 8-10 NOTES- 1) Unbalanced roof live loads. have been considered forthis.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 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 Ot=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. Andrew Johnson PE So.84943 1LTek USA, Inc FL Cert 6634 - — 16013 Stsiogley.Ridge Road, Chesterfield, H0 63017 Dale: 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 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/TPII 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 2508 B 3C BLK NO HS 147882245 286699D A16 _ _ MONO -HIP 1 1- _ Job Reference (optional) buiiaerS mrsnjource (viant Lmy, t-L), viant u ny, t-L - 33bby, t1-4-q 6-4-1 9-0-0 15-4-15 1-4-0 6-4-1 2-7-15 6-4-15 co - o t3.4JU S Aug l b ZUZI ml I eK Inaustrles, Inc. mon Jep 1 b 1 b:l u:U1 ZUZ7 rage 1 _ID?1YDfItmYJ1 NmupVDA3te2z4H2S_o4tMW913ZsAJskddJEnKv4j8Rfg6TBizy7dUghye??K _ 22-5-11 30-10-5 37-11-2 44-4-0 7-0-13 8-4-9 7-0-13 6.4-14 - - - - - - - - — - Scale -_ 1:78.9 5x6 = -- 3x4 = 5x6 = - - - 5x6_= _ 6.00 F12 4 22 235 24 6 25 7 26 16 15 14 3x6 _- 3x8 = 5x6 WB= 3x4 = 13 12 3x4 = 46 = 11 - 4x4-=- 3x4 I 8' 27 9 10 6xB = 17-11-12 26-8-0 35-4-4 44-4.0 g-0-09-0-0 - - - 8-11=12' -- IN - 8-8-4- Plate Offsets (X,Y)--[4:0-3-0,0-2-0],[6:0-3-0,0-3-41,[7:0-3-0,0-3-41 LOADING-(psf) SPACING- 2-0-0 CSI. - DEFL: in (loc) I/deft Ud - - PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 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 Incr YES WB 0.98 Horz(CT) 0.20 -10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 229 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-10 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=-12841753, 5-14=-136/443, 6-14=-299/318, 6-13=-339/369, 7-13=-233/573, 7-11 =-11 94/837, 841=-550/1186, 8-10=-2379/1455 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 14-7-14, Interjor(1) 14-7-14 to 44-2-4zone;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 Qt=lb) 10=934,2=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. AndrewJohasouPEN 49J3 \LTekUSA, Inc. FL Ced 6633 16023 Spingley RidgeRoad, Chesterfield,110 63017 Date: September 14,2021 w.__._-• -- _ _-- _-_-______.___.4 ._..__ _ .-------- __ _ WARNING - Verify design parameters and READ NOTES oN 473 THIS AND INCLUDED MITEK REFERENCE PAGE MII-7rev. 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 k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ _Mire_ _ 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 2508 B 3C BILK NO HS 147882246 2866990 A17 Half Hip Girder 1 2 _ _ Job Reference o tional nuuuers rusmource trianr Ltry, rLf, rianl ugly, rL- 16MI, 1-4-q 7-0-0 9-11-0 15-2-0 7-0-0 2-11-0 5-3-0 20-5-0 25-84 5-3-0 5-3-0 t1.4JU S Aug 1 b ZUZI ivu I eK Inaustnes, Inc. mon Jep 1 J 16:1 U:Ub ZUZI rage 1 JmupVDA3te2z4H2S-81 gFZspCOOobyW Vb6oMVc8Q11 gey8Uuj6PLFVvye??F_ 30-11-0 36-2-0 41-5-0 44-4-0 5-3-0 5-3-0 5.3.0 2-11-0 - - - - Scale = 1:78.9 6.00 F12 6x8 =_ _ _ -- - 7x8 = - - 7x8" = - - 2z4 11 3 224 23 24 5 25 26 6 27 28 29 730 31 32 8 33 34 35 9 36 37 10 38 11 39 m qI 0 ST1.5x8 STP = 4x6 = 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 7x8 = 7x8 = 6x8 = 7-0-0 12-'3 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 0-3-8 - Plate Offsets (X,Y)-- [3:0-4-0,0-1-15], [6:0-4-0,0-4-8], [9:0-4-0,0-4-8], [12:Edge,0-4-4], [15:0-4-0,0-4-8] [18:0-4-0 0-4-8] LOADING (psf) SPACING.;- -- -- 2-0-0 CSI. DEFL. - in (loc) I/defl- -Ud - PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 244/190 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 Weight:591 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-8-7 oc bracing. 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, 7.16=-81/387, Z15=-987/758, 8-15=-610/1239, 8.14=-1916/1335, 9-14= 1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 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 raw 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. - Il; 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 20.0psf or 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. AndrewJohmoaPENo. 84943 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1uTekDS"c.FLCent 6634 12=2052, 2=1875. - 16013SwingleyNdgeRoad, Chester0eld,11063017 Date: - - September 14,2021 Continued on page 2 -- - -- ® WARNING - Verify design parameters and READ NOTES ON THIS -AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev. 5/19/2020 BEFORE USE. - 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 M_ i_Te_ 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 ANSI1rP11 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 2508 B 3C BLK NO HS 147882246 2866990 A17 . _ _ _ Half Hip_Girder- 1 __ 2 Job Reference c tional tsuouers rtrstoource triam u1y, rL), riani Uty, rL - 33bb/, d.43U s Aug l b ZU21 MI I eK maustnes, Inc. Mon Sep 13 1 s:l u:U6 ZU21 rage 2 _ID:?1-YDfitmYJiNmupVDA3te2z4H2S_81gFZspCOOoby-WVb6oMVc8Q11gey8Uuj6PLFVvye??F _ NOTES- 11) Hanger(g) 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_Ib up at_11-0-12, 91 lb -down and 168-lb-up-at 13-0-12, 91 lb down and_168Jb up.at_15-0J2, 91 lb 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 down and 168 lb up at 25-0-12, 91 lb down and 168 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. 43-0-12,.and 1.45 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 lb 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 lb down at 33-0-12, 66 lb down -at 35-0-12,-66 lb down at 37-0-12, 66 Ib.down.at-39=0-12,_66-Ib-down.at-41-0-12, and 66 lb down at 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,-3-1-1=-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(8) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) - 28=-91(B) 30=-91(B)-31=-91(B) 32=-91(B) 34=-91(B)-35=-91(B) 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(B) 53=-41(B) 54=-41(B) 55=-41(B) WARNING Verifgdesign parameters and READ NOTES ON THIS AND INCLUDED MITEK_REFERENCE PAGE MII 7473 rev. 5/19/2020 BEFOREim. USE. _ - _ - _- _ _ _ _ -MI, `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 toprevent.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 Ply 2508 B 3C BLK NO HS 147882247 2866990- _ B01 Roof Special Job Reference (optional) 0U11Ueno r1[bL000[Ue triarit Idly, rLf, MUM ldry, rL - JJOO/, 1 4 0 6-6-8 7-10-7 1-4-0 6-6-8 1-3-15 ID:5Q4Ed1 15-0-0 7-1-8 5x6 = 5 t5.4JU S Hug lb ZUZI IVII I eK mausines, Inc. Mon bep 13 1b:IU:Uf Mel rage l 12lAUYT2r0U9UG8ykiQL-cEEenCpg9iwSaf4ngVuk9LzAV4rWts7sL34oILye??E- _ 21-6-12 28-8-0 30.0.0 6.6-12 7-1-4 Scale =154.5 -- - - IJ - - - IV - - - 3x4 = 2x4 11 3x4 = 3x8 = 2x4 I I 3x4 = 2x4 11 L_ 6-6-8 7-10-7 15-0.0 21-6-12 28-8-0 - 6_8:8- - -- --- -'1-3-15' 7_1_g - 6_6.1P - - — -- 7_1_4 - Plate Offsets (X,Y)-- [3:0-3-8,0-2-41,[6:0-3-0,0-3-4] LOADING (psf) — -SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft - Ud PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.30 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.41 10-12 >848 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.07 - 7 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS Weight: 141 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= 308(LC 10) Max Uplift 2=-711(LC 12), 7=-711(LC 12) Max Grav 2=1133(LC 1), 7=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2006/1365, 3-4= 1758/1352, 4-5=-1334/992, 5-6=-1358/1045, 6-7=-1888/1244 BOT CHORD 2-13=-1079/1773, 12-13=-1092/1793, 10-12=-1107/1805, 9-10=-931/1639, 7-9=-930/1642 WEBS 3-13=-286/509, 4-12=-333/358, 4-10=-767/676, 5-10=-444/755, 6-10=-668/514, 6-9=0/268 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=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 6-6-8, Exterior(2E) 6-6-8 to_7-10-7, Interior(l) .7-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 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 onthe bottom chord -in all areas where a -rectangle 3-6-04all 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) 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 JLTek USA, Inc. FI. Ced 6634 16033 Swiogley Ridge Road, Chesterfield, 610 63017 Date: _ September 14,2021 _ _ ev 5/1912020 BEFORE USE. _® WARNING=Verify_deslgn parameters and READ NOTES ON THIS -AND INCLUDED MITEK REFERENCE PAGE_ MII 7473 rev.- 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 iviiTek° is always required for stability and to prevent collapse with possible peisonal 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 2508 B 3C BLK NO HIS 147882248 2866990 B02 _ _ Roof Special Job Reference (optional) Cutaers mrstboufce kmant Uty, t-L), mant L:Ity, t-L- 33bbf, 8.43U S Aug 16 2U21 mi I eK InaUStrieS, Inc. man Sep 13 16:1u:ub xuz1 rage 1 __ID:5Q4EdW9h21AUYT2rOU9UGBykiQL-5Qo0_YgSw?2JBpf_ECPzhZVNOUDOcMW?ZjgMZnye??D_ 1-4-0 4.6-8 5.10.7 10-5-3 15-0-0 21-6-12 28.8-0 30.0-0 1-4-0 4-6.8 1-3-151 4-6-12 4-6-12 6.6-12 7-1-4 Scale = 1:54.5 4x6 = 6 3x4 = 2x4 11 3x4 = 3x8 = 2x4 11 3x4 = 3x8 = _ 4=6-8 LOADING (psf) -SPACING- 2=0-0- CSI. -DEFL. in (loc) Vdefl Ud PLATES -GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.19 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.43 11-13 >807 180 BCLL 0.0 Rep Stress Incr YES WB- 0.72 Horz(CT) 0.07 8 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 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2000/1363, 3-4=-2113/1437, 4-5=-2473/1737, 5-6=-1318/1015, 6-7=-1349/1012, 7-8=-1893/1236 BOT CHORD 2-14=-1102/1810, 13-14=-1108/1809, 11-13=-869/1536, 10-11=-938/1645, 8-10=-936/1648. WEBS 3-13=-387/818, 4-13=-1180/881, 5-13=-593/933, 5-11=-621/587, 6-11=-558/856, 7-11=-680/547, 7-10=0/260 Weight: 148 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 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 4-6-8, Exterior(2E) 4-6-8 to 5-10-7, Interior(1) 5-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 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 Gt=lb) 2=711, 8=711. 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 IM. 84943 MiTek USA, Inc. FL Cert 6634 16023SwboeyPJdgeRoad Chesterfield M063017 Date: September 14,2021 WARNING - Verify_deslgn 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 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 2508 B 3C BLK NO HS 147882249 2866990 B03 RoofSpecialGirder Job Reference (optional) Dunuers rrrstauurce triant Ulty, I-L), riani L'Ily, rt. - JJbb/, 6.43U S Aug 1 b ZUZI mi I eK Industries, Inc. mon Sep 1 J 1 b:l U:uu 2u21 rage 1 • I D:5Q4EdW 9h21AUYT2rOU.9UG8ykiOL-ZcMOBur4hJAApzEAnwwCEm2ZBuX_LoD9oNZv6 Eye??C 4T-7 9-5-3 15-0.0 20-2.0 25-7-8 1-4-0 ' 2-6-8 1-3-15 5-6-12 5-6-12 5.2-0 5-5-8 Scale=1:52.2 4x4 = 6 to - r4 tJ - 11 1u - - 9 3x4 — 2x4 II 3x4 = 3x8 — 3x4 = 3x6 II HTU26. 3x4 = 44 = _ _ _ 9-5-3 15_0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 - CSI. TC 0.57 BC 0.87 WB 0.82 Matrix -MS DEFL: in (loc) I/defl Ud Vert(LL) 0.18 13-14 >999 240 Vert(CT) -0.23 13-14 >999 180 Horz(CT) 0.06 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 147 lb Fr = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlin"s, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=270(LC 7) Max Uplift 2=-851(LC 8), 9=-546(LC 8) Max Grav 2=1390(LC 1),.9=969(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2363/1273, 3-4=-2675/1476, 4-5=-1750/1001, 5-6=-1085/718, 6-7=-1078/722, 7-8=-1175/678, 8-9= 917/571 BOTCHORD 2-15=-1181/2100, 14-15=-1203/2140, 13-14=-1547/2746, 11-13=-832/1531, 10-11=-524/1000 WEBS 3-15=-217/365, 3-14=-439/991, 4-14=-646/473, 4-13=-1249/734, 5-13=-109/459, 5-11=-780/557, 6-11=-385/647, 8-10=-506/987 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); 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 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) -2=851, 9=546- - - - - - 8) Use Simpson Strong -Tie HTU26.(10-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 1-9-4 from the left end to connect truss(es) to front face of bottom chord. 9) Fill all -nail holes where hanger -is in contact with lumber. - 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Andrew Johnson PE No.84943 Uniform Loads (pif) 1ITAUSA,Inc.FLCM6634 Vert: 1-3=-54, 3-4=-54, 4-6=-54; 6-8= 54, 9-16=-20 16023SvingleyRidgeRoad, Chester6eld,11063017 Date: Continued on page 2 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 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 City Ply 2508 B 3C BILK NO HS 147882249 2866990__ B03_ Roof Special Girder Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:09 2021 Page 2 • ID:5Q4EdW9h21AUYT2rOU9UGBykiQL-ZcMOBur4hJAApzEAnwwCEm2ZBuX_LoD9oNZv6Eye??C LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 19=-401(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. _ _ _ . W. • 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/rPl1 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 2508 B 3C BLK NO HS 147882250 2866990 B04 _ Common 1 1 Job Reference (optional) uuuurna , nawwwo tr,a, it —y, ramI, F-1II lA ly, rL - JJOOr, 8.40u 5 Mug 1 O ZUe I IVII ILK InuuSir1e5, Inc. IVIun oep io I o: I U: I u eue I rage I • ID:5Q4EdW 9h21AUYT2rOU9UG8ykiQL-1 pwmPEsiSdJI,R7pMLdRRm-bjclxg4DC111 JSegye??B 6-7-3 13-2-0 18-3-8 23.8-8 6-7-3 6-6-12 5-1-8 - Scale = 1:46.2 46 = C> 0 7-9-15 7=9=15 — — 3 4x6 11 5x8 = 3x4 = 6x8 = 23-8-8 8.1-0 In 6 LOADING (psf) SPACING- 2-0=0- CSI. DEFL-. in -(loc) I/defl Ltd --PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) -0.13 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.20 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES -WB 0.90 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 123lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 6=0-2-8 Max Horz 1=243(LC11) Max Uplift 1= 488(LC 12), 6= 495(LC 12) Max Grav 1=1032(LC 17), 6=993(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (1b) or less except when shown. TOP CHORD 1-2=-1620/1048, 2-3=-1534/1110, 3-4=-1115/862 BOT CHORD 1-8=-921/1560, 7-8=-447/922, 6-7=-606/933 WEBS 2-8=-393/505, 3-8= 472/816, 3-7=-123/417, 4-7=-123/260, 4-6=.1059/736 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=5ft; 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 13-270, Exterior(2R) 13-2-0 to 17-2-0, interior(1) 17-2-0 to 23-6-12 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 loadshowncovers 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 thebottomchord-in all areas where a rectangle 3-6-0-tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide -mechanical -connection (by others) of truss -to bearing plate at-joint(s)-6. - - - -- -- - - 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=488, 6=495. 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. AndrewJohason PE No.54943 31TekDSA, Inc. FL Cent 6634 16023 5 Igley Ridge Road, Chesterfield, 3i0 63017 Date: September 14,2021 WARNING - Verity deslgn.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 ANSbTPl1 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 2508 B 3C BLK NO HS 147882251 2866990 B09 ROOF -SPECIAL _ 1 1 _ Job Reference (optional) ounuers nrstauurce trlant ugly, rL/, 1-4-0 1-4��— rlant uny, rL - woof, 7-6-8 8-10-7 7-6.8 1-3-15 6-1-8 u.4JU S Hug 1 b eu? I mi I eK Inousines, Inc. ivion aep 13 lb:l U:IU zuzl rage 1 I D:ZzuNOAd EB oQ d U20W uKTi6cz1 UIlk- 1 pwmPEsiSdJ1 R7p M Ld R R m_bixl rf4Ge 111 J Se gye?? E Scale = 1:54.5 5x6 = 5 IJ 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 7-6.8 7-9r3 10-5-2 19-6-14 28.8-0 - 7-6-8 0-2-1. _ 2-7-15 - 9-1-12 - 9-1.2 - Plate Offsets X,Y -- [2:0-0-12,0-0-01, [3:0-3-0,0-2-71, [8:0-2-10,0-1-81 LOADING (psf) SPACING- -2-0-0 CSI. DEFL. in (loc)- I/defl Ud PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.29 10-12 >999 240 MT20 244/190 tCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.49 10-12 >701 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 - Horz(CT) 0.07 8 -n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 141 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, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2= 711(LC 12), 8=-711(LC 12) Max Grav 2=1308(LC 17), 8=1310(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2086/1289, 3-4=-1874/1296, 4-5= 2027/1372, 5-7=-1969/1242, 7-8=-2162/1302 BOT CHORD 2-13=-997/2022, 12-13=-1055/2159, 10-12=-510/1335, 8-10= 990/1885 WEBS 3-13= 218/618, 5-12=-560/1037, 5-10=-348/893, 7-10=-455/500, 4-12= 663/623, 4-13=-492/230 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 7-6-8, Exterior(2E) 7-6-8 to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 1970-0 to 30-0-0 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 20.0psf 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) - 2=71 1, 8=71 1. - --- - - 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 Johuson PE No. 84943 1Riek OSA, Inc. PL Cert 6634 - - 160I3 Suingley Ridge Road, Chesterfield,110 63017 Date: September 14,2021 ® WARNING_- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 2508 B 3C BLK NO HS 147882252 2866990 B1.0 _ Roof Special 1 1 Job Reference (optional) Duuuers rublauurce trldrll Ursy, rL/, merit ugly, r-I-- aaoor, t1.4:SU S Aug I ZUZI MI I eK InouslrleS, Inc. Mon bep 7J 7ti:iu:l7 zuzi rage I _ ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-_V?U8catKDwRu2HOYvLygJB7uvhCuplUSFh2OA6ye??A 1-4-0 , 5-6-8 10-6-8 11-10-7 15-0-0 21.6-12 28-8-0 30-0-0 1-4-0 5-61 5-0-0 1-3-15 3-1-8 6-6-12 7-1-4 Scale = 1:54.1 4x6 = 6 ,3x4 = 2x4 II 3x4J= 'G 3x4 = 3x4 = 3x4 = 3x4 = 5-6.8 10-6-8 11-10-7 20-0.0 28-8.0 - -b-6-8 5-0-0 1-3-15 8-1-8 - 8-8-0 Plate Offsets (X,Y)-- [7:0-3-0,0-3-4],[8:0-0-12,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. - in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.26 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.44 10-12 >777 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight:151 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, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1306(LC 17), 8=1309(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2243/1351, 3-4=-1762/1155, 4-5=-1555/1131, 5-6=-1766/1339, 6-7=-2038/1321, 7-8= 2138/1281 BOT CHORD 2-14=-1099/2183, 13-14=-1099/2183, 12-13=-734/1701, 10-12=-501/1323, 8-10— 956/1854 WEBS 3-13=-562/422, 4-13=-207/397, 5-12=-657/608, 6-12=-581/921, 6-10_ 450/952, 7-10=-437/498 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, Intedor(1) 2-8-0 to 10-6-8, Exterior(2E) 10-6-8 to 11-10-7, Interior(1) 11-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 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 =-I O.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=711,8=711. 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. AndrevrJohos o aPE,No. 84943 3LTekUSA, Inc. FL Cert 6634 16023 Snfngley Ridge Road, Chesterfield,110 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 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 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2508 B 3C BLK NO HS 147882253 2866990 B1.1 Roof Special _1 1 Job Reference (optional) oubuers mrstoource triant Laty, rLJ, rlant Ldty, rL - ddbb/, t5.461.1 S Aug l b ZUZ7 MI I eK maUSmeS, Inc. mon sep 16 1 b:1 D:1 Z ZUZ7 rage 1 ID.:ZzuNOAdEBoQdU2OWuKTi6czlU..lk-zB2Xgwty_EZlgRzIT.2TvrPg3P5azYBrbULoZiZye??9- - -1-4-0 , 6-6-8 12-6-8 tN0-7115-0-0 21-6-12 28-8-0 30-0-0 1-4-0 6-6-8 6-0-0 T3-15 1-1-8 6-6-12 7-1-4 1-4-0 Scale = 1:54.5 Cl) 0 1 5x6 = 46 = 5x6 = 6 3x4 = 2x4 11 5x6 = 3x4 = 3x4 = 3x4 = - ed-b-L —7-1-4 1061 0 n r; (; Plate Offsets (X,Y)--[7:0-3-0,0-3-41,[12:0-2-12,0-3-01 LOADING (psf) SPACING= 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.19 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.33 10-11 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.70 HOrz(CT) 0.07 8 n/a ei BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-10 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1304(LC 17), 8=131 O(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2195/1270, 3-4=-1567/1028, 4-5_ 1352/1014, 5-6=-1444/1096, 6-7=-2268/1485, 7-8=-2183/1225 BOT CHORD 2-13=-988/2135, 12-13=-988/2135, 11-12=-530/1472, 10-11=-487/1346, 8-10— 943/1888 WEBS 3-13=0/266, 3-12=-760/523, 4-12=-149/338, 5-11=-438/353, 6-11=-393/779, 6-10=-646/1074, 7-10=.463/547 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=5ft; 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 12-6-8, Exterior(2E) 12-6-8 to 13-10-7, Interior(1) 13-10-7 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 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, 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-Qt=lb) - 2=711, 8=711. 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 3hTekUSA, for. PL Cert 6634 16023 Sniogley Ridge Road, Chesterfield, 510 63017 Date: - September 14,2021 ® WARNING - Veritydesign-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/rPl1 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 2508 B 3C BLK NO HS 147882254 2866990 _ B12 Common 6 1 Job Reference (optional) oumueib n1b10uurrat trianr i.uy, rr-f, riant Uty, rL - 3000r, tf.43U s Aug I to 2ULI MI I eK maustnes, Inc. Mon Sep 13 16:1 U:13 2U21 rage 1 ID:5Q4EdW9h2lAUYT2rOU9UG8ykiQL-RObvi FublYhclaYxOm_BOcDEIVs9HhVkj?X6F?ye??8 1-4.0 7-5-4 14-4-0 21-2-12 28.8-0 30.0-0 1-4.0 7-5-4 6-10-12 6-10.12 7-5-4 1-4-0 Scale = 1:52.7 46 = 6.00 F12 4 4x4 i 3x4 = 3x4 = 3x4 = 4x4 1 LOADING (psf) SPACING- 2-0-0- CSI. - DEFL. in ([cc) I/defl - Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.24 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.53 10-13 >654 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 132 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, 6=0-8-0 Max Horz 2=-322(LC 10) Max Uplift 2=-711(LC 12), 6=-711(LC 12) Max Grav 2=1307(LC 17), 6=1307(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2060/1220, 3-4=-1840/1153, 4-5=-1841/1153, 5-6=-2061/1220 BOT CHORD 2-10= 915/2031, 8-10=-433/1297, 6-8=-932/1790 WEBS 4-8=-360/870, 5-8=-500/524, 4-10=-360/869, 3-10=-500/524 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. 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 14-4-0, Exterior(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 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 20.0psf 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, 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=711,E=711. 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: --- --- -- - — — - - - - - - - - Andrewhhason PE No. 84943 NWTAUSA, Inc FL Ced 6634 16013 Swingley Ridge -Road, Chesterfield, MO 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. - 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/TPII 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 2508 B 3C BLK NO HS 147882255 2866990 B13 Common Structural Gable 1 1 Job Reference (optional) Builders Firstsource (Plant uty, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:15 2021 Page 1 _ID: 5Q4EdW 9h21AUYT2rOU9UG8ykiQL-NmjfSxwrG9xKXuhK8A1 cT1 IZKJcmiaK1 AJODJuye??Q 1-4-0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0 1-4-0 7-5-4 6-10-12 6-10-12 1-4.0 - Scale = 1:57.8 4x6 = cm 0 4x8 i 3x4 = 4x4 = 11 10- - 3x4 = LOADING-(psf) SPACING- 2-0-0 CSI. - DEFL, in (loc)- I/deft L/d- PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.14 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.26 10-44 >452 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 192 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. 8-12: 2x4 SP No.2 P WEBS 1 Row at midpt 5-10 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except Qt=length) 2=0-8-0, 11=0-3-8 (lb) - Max Horz 2=-309(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11 except 2=-459(LC 12), 8=-199(LC 12), 10=-840(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 8 except 2=796(LC 17), 8=252(LC 22), 10=1469(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or Jess except when shown. TOP CHORD 2-4=-929/571, 4-5=-747/520, 5-6=-170/659, 6-8=-114/490 BOT CHORD 2-13=-360/1033, 8-10= 321/284 WEBS 5-10=-11971711, 6-10=-502/514, 5-13=-391/922, 4-13=-506/518 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 14-4-0, Exterior(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind. (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to -the -use of this -truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss -has been designed for-a-10.0 psf bottom chord jive 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance -values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. Andrew JObasonPENo. 84943 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except Ot=lb) bLTekUSA, Inc. FLCent 6634 2=459, 8=199, 10=840, 8=199. 16033SaingleyRidge Road, C6ester][1001063017 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Date: sheetrock be applied directly to the bottom chord. September 1.4,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance. regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 City Ply 2508 B 3C BLK NO HS 147882256 2866990_ C1 Jack -Open 6 1 _ Job Reference (optional) ouuuvia nia,o�urcc [limit ugly, rL/, rmnr Umy, rL - oa3or, t7.43U 5 Aug lb zuzl mi I eK InausTnes, Inc. Mon sep 13 lb:IU:lb ?UZI rage 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-NmjfSxwrG9xKXuhK8A1cT11fXJnBliR1AJODJuye??6 _ -1-4-0 0-11-4 1-4.0 0-11-4 Scale_—_ 1:7.6 Co. or 0 N u) O E 0-11-4 0_11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING-(psf) SPACING-- - 2-0-0 CS]. DEFL, in (loc) I/deft 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 FBC2020/TP12014 Matrix -MP Weiaht: 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. 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 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 Johnson PE No. 84943 SLTek USA, Inc FL Cerf 6634 16033l5whigley Ridge Road, Chesterliietd, MO 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 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 _ fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingiey 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 2508 B 3C BLK NO HS 147882257 2866990 C1V Jack -Open 2 1 Job Reference (optional) ouuueia nmro�u�ce main —ty, narn �ny, rL - 00001, t3.43u s Hug I o ZUZ I IVII I eK mousirles, Inc. Mon aep id MI U:16 ZU2l rage l ID:zmbLkv5ELlDtgyehSMnND7z4_W x-szH1 gHwTt T3A92GW iuYrOFrgHi7RU9hBPzmnrKye??5- -1-4-0 0-11-4 1-4-0 0-11-4 �— - - Scale = 1:7.6 v 6 m 0 N O co Io a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft - Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 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/TPI2014 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 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; 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 forverifying 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, 4 except (jt=lb) 2=210. Andrew Johnson PE No. 84943 JLTekDSA Inc. FL Cent6634 16823 Wrigley Ridge Road, Chesterfield,110 63817 Date: September 1.4,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND I-NCLUDED MITEK_REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. mwm _ "Dbsign 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/TP11 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 2508 B 3C BLK NO HS 147882258 2866990 C3 _ Jack -Open 4 - 1 _ _ - Job Reference (optional) .,uuuc�o uawwwc t"aur —y, rl/, m4ou S Aug it) zuzl mi I eK In0uSirles, Inc. Mon Jep 13 16:1 Ua ti 2U21 vage 1 • ID:zmbLkv5ELI Dtgy ghSMnND7z4_W x-szH1 gHwT1 T3A92G W.i uYrOFrgHi4bU9hBPzmnrKye??5 -1-4-0 2-11-4 1-4-0 2-11-4 - Scale = 1:12.7 2-11-4 - — -P-ii-4 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 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/rP12014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. 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(1_13 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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=245. Andrew Johnson PEA. 84943 31lfek USA, Inc FL Ced 6634 16013 Ssriagley Ridge Road, Chesterlleld,110 63017 Date: September_ 14,2021 A WARNING - Verity 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 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/TPII Quality 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 Job Truss Truss Type Qty Ply 2508 B 3C BLK NO HS 147882259 2866990 C3V Jack -Open 2 1_ Job Reference (optional) ounuc,a n,stauw un tndrn t,ny, ILI, cl 0 r,dnt UlEy, rL - 66001, t1.43U S Aug 16 ZUZI Mi I eK Inaustrles, Inc. Mon Sep 13 16:1 U:1 / 2U21 rage 1 ID:7mbLkv5ELIDtgyehSMnND7z4_Wx-K9rPtdx5omB1 mCriFb34YSN?16SODcxKecVKOmye??4 -1-4-0 2-11-4 1-4-0 2-11-4 JAq Scale = 1:12.7 I - - Plate Offsets (X,Y)-- [2:0-0-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 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 Stresslncr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020[TP]2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 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. Structural wood sheathing directly applied or 2-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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 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 ANSlfTPI 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 Qt=lb) 2=174. Andrew Johnson PE No. 84943 1LTek USA, Inc. FL Cert 6634 16023 Slsfngley Ridge Road, Chester0eid,110 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 verity 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-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 2508 B 3C BLK NO HS 147882260 2866990 C5 Jack -Open 4 1 Job Reference (optional) ouuucia nisrauuwe tnanr t Ry, rL), MUIR �,ny, rL - 06001, b.43U S Aug l b GU"Ll MI I eK Inaustrles, Inc. Mon Sep 13 115:1 U:18 2U21 Nage 1 _ ID:zmbLkv5ELlDtgyehSMnND7z4—Wx-oLPo4zyjZ4JuOMQvpJaJ5gw62WiPy3BUtGFtwCye??3 1-4.0 4-11-4 1-4-1 4-11-4 Scale = 1:17.6 - 3x4-= -LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 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/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 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=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 & 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. _ _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=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 Johnson PE No.34943 Ablek USA, Inc. FL Cert 6634 -16023SrringleyRidgeRoad, Chesterfield, \IO63017 _ Date: September. 14,2021 - A WARNING _Verlty 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 ANSUTPIII 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, 100 63017 ' Job Truss Truss Type Oty Ply 2508 B 3C BLK NO HS 147882261 2866990 C5V Jack -.Open 2 1 _ Job Reference (optional) Duuuers rusrauurue trrani L'ity, rr-J, riani Uly, rL - 3JOW, U."Id S Aug 16 MZ1 MI I eK maustnes, Inc. Mon Sep 13 16:1 U:18 2u21 rage 1 _ ID:zmbLkv5ELIDtgyehSMnND7z4—Wx-oLPo4zyjZ4JuOMQvpJaJ5gw5PWiky3BUtGFtwCye??3 1-4-0 4-11-4 1.4.0 4-11-4 Scale = 1:17.6 3x4 LOADING (psf SPACING= - - 2-0-0 CS]. DEFL. -in (loc) I/deft -L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >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: 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=-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: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=451t; L=4011; 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 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) 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 (jt=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 1hTekUSA, Inc FL Cerl 6634 16023 Snfngley Ridge Road, Chesterfield, J10 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 ANSUTPI1 Duality 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 2508 B 3C BLK NO HS 147882262 2866990 D02 GABLE 1 1 Job Reference (optional) ouuuerb nrbtauurce trianr k-.ny, rt-/, rianr airy, rL - aaoor, o.vou s Aug 113 eUZ t rou I ex tneusmes, Inc. iwon oep to i o: i u: ra cue i rage i I D:zmbLkv5ELl DtgyehSMnND7z4_W x-GXzAIJzMKORIOV?5N0.5ZetTJTw4RhV9d5w_RSfye??2 -1-4-0 5-4-0 10-B-0 12-0-0 1-4.0 5-4-0 5-4.0 1-4-0 i 5-4-0 - - 44 = 4 NAILED NAILED 4x8 = Scale = 1:22.2 m v 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 0.39 Vert(LL) 0.03 8-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.05 8-16 >999 180 BCLL 0.0 Rep Stress incr NO WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Weight: 53lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-124(LC 6) Max Uplift 2= 428(LC 8), 6=-428(LC 8) Max Grav 2=539(LC 36), 6=540(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-610/363, 4-6=-620/363 BOT CHORD 2-8=-181/591, 6-8=-181/591 WEBS 4-8=-55/259 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed.for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss -has been designed for a -live load of-20.Opsf-on-the bottom chord in all areas where a rectangle 3-6-0 tall-by-2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) - 2=42896=428: - - - - - - - 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 127 lb up at 9-6-15 on top chord, and 84 lb -down and 51 lb up -at 1-0-0, and 84 lb down and 51 lb up at 9-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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 Continued on page 2 AodrerrJohasoa PE No.84943 NhTek USA, Inc. FL Cent 6634 16023 SRb,,,Iey Midge Road, Cheslerfield, S10 63017 Date: September 14,2021 _ _ A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI_TEK 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 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 2508 B 3C BLK NO HS 147882262 2866990 D02 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, LOAD CASES) Standard Concentrated Loads (lb), Vert: 12=42(B) 15=42(B) 8.43U S Aug 16 2021 MI I eK Industries, Inc. Mon Sep 13 16:10:20 ZU21 Page 2 I D:zmbLkv5ELl DtgyehSMnND7z4—W x-kkXYVfz-5hZcdfaHxkcoA5?UDJQgQy. DmKak—?5ye??1 ® WARNING_ Verity design parameters and READNOTESON THIS ANDINCLUDED MITEK REFERENCE PAGE MII-7473 rev_5119/2020 BEFORE USE. - --Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �' a truss system. Before use, the building designer must 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 M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWTP11 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 2508 B 3C BLK NO HS 147882263 2866990 D03 COMMON 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:20 2021 Page 1 ID:?1 YDfltmYJI NmupVDA3te2z4H2S-kkXYVfz_5hZcdfaHxkcoA5?PVJKBQpXmKak_?5ye??1 1-4.0 5-4.0 10-8.0 12-0-0 1-4.0 5.4-0 5.4.0 1-4-0 6x8 = 6x8 = Scale = 1:22.4 5-4-0 8.9-12 6.11-8 10-8-0 - - 5-4-0 3-5-12 0_ _ 2 1_g_g - Plate Offsets (X,Y)-- [4:0-1-12,Edge) 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) 0.17 7-10 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.15 7-10 >705 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 48lb 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=0-4-0, 6=0-3-8 Max Horz 2=-137(LC 10) Max Uplift 2=-455(LC 12), 6=-596(LC 12) Max Grav, 2=368(LC 1), 6=565(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/1068, 3-4=-870/372 BOT CHORD 2-7=-713/229, 6-7=-713/229, 4-6= 282/1077 WEBS 3-7=-766/193, 3-6— 648/2183 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 5-4-0, Comer(3R) 5-4-0 to 9-4-0, Exterior(2N) 9-4-0 to 12-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right 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) 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 Gt=lb) - 2=45516=596. 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 IM. 54943 3111ekUSA, Inc FL Cert 6634 16023 SAilgley Ridge Road, Chesterfield, HO 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MI_TEK 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 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 2508 B 3C BLK NO HS 147882264 2866990 D04 _ COMMON 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:21 2021 Page 1 ID?1YDfltmYJ1 NmupVDA3te2z4H2S-Cw4wj_os?hTFp9TUR81jlYdLjiz9QbwZETYXXye??O -1-4-0 5-4-0 10-8-0 12-0-0 1-4-0 5.4-0 5-4-0 1-4-0 d 1 4x4 = - _ 7x10 II _ _ 8x10 II 5-4-0 8-9-12 - 3-8.0 3-5-12 Scale = 1:22.4 m v 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.49 BC 0.53 WB 0.02 Matrix -AS DEFL. in Verl(LL) 0.04 Verl(CT) 0.04 Horz(CT) 0.00 (loc) I/dell Ud 4 >999 240 4 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 57 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-4-0, 4=0-3-8 Max Horz 2= 137(LC 10) Max Uplift 2=-538(LC 12), 4=-593(LC 12) Max Grav 2=444(LC 1), 4=489(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-126/470, 3-4=-123/485 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=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 5-4-0, Corner(3R) 5-4-0 to 9-4-0, Extedor(2N) 9-4-0 to 12-0-0 zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 _ _ 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to -bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) - 2=538, 4=593. 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 So. 84943 .1hTek USA, Inc. PL Cert 6634 16013 Snmgley Ridge Road, Chesterfield, 310 63017 Dale: September 14,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE K 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 chard members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage._ For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 2508 B 3C BLK NO HS 147882265 2866990 E1 P JACK -OPEN 6 1 Job Reference (optional) ounucra ruJlOuulul tritun �Iuy, rLb Mani idly, rL - 0,300/, 0.40U s Aug 10 4UZ I IVII I eK Inoustrles, Inc. iviun oep I0 I0: I u:zz zuz I rage I ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-g6elwK?EdJpKtzkg29fGFW 5gm7AcutA3nuD53—ye??? -1-4-0 1.0.0 1-4-0 1-0.0 F 1-0-0 -LOADING (psf) SPACING- 2-0-0 CSI. DEFL. - in (loc) Udefl L/d TOLL 20.0 Plate Grip DOL 1.25 TO 0.32 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.06 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 LUMBER- BRACING - Scale =1:7.8 Cl) 6 0 CP T 0 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=93(LC 12) Max Uplift 3=-8(LC 9), 2=-242(LC 12), 4=-21(LC 17) Max Grav 3=13(LC 12), 2=157(LC 1), 4=31(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; 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 Qt=lb) 2=242. Andrew Johasoe PE No. $4943 hhTek USA, Inc. FL Cert 6634 16033 Swiagley Ridge Road, Chesterfleld,110 63017 Date: September 14,2021 A WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5f19/2020 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 webland/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 Ply 2508 B 3C BLK NO HS 147882266 2866990 E7 JACK -OPEN 35 1_ Job Reference (optional) �uuuoia , nawwiw lr runt ul'y, oDuf, 6.4JU 5 HUg IO ZUZ I IVII I eK InUU51rie5, Inc. orlon oep IJ I b:l U:zz zuzl rage i • I D.:YARgCUhM7owkV EMpPNjefGzAwvz-g6elwK? EdJpKtzkg29fG FW 5hJ7z9utA3nuD53_ye??? -1-4-0 7-0-0 1.4-0 7-0-0 a Scale = 1:22.6 1 L.5x8 — I 4.4 = 4 7.0-0 -- - - - 7-0-0 - - - Plate Offsets (X,Y)-- [2:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 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 W B 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD 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 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=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 (jt=lb) 3=195,2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applieddirectly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE No.84943 MTek USA, Inc. FL Ced 6634 16023 Slringley fudge Road, Chesterfield,110 63017 Date: September 14,2021 - 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 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 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 Oty Ply 2508 B 3C BLK NO HS 147882267 2866990 E7V Jack -Open 4 1- Job Reference (optional) uuuuc,a niatouuwe triant vuy, 11/, Want arty, r"- oaoor, C.4ou s Aug lb ZUZI Ivu I eK Inctuslrles, Inc. Mon oep IJ I unu:ZU Zu21 rage i •_ID:YARgCUhM7owkVEMpPNjefGzAwvz-BJChBgOsOcxBU7JscsAVojdrlXijdKQDOYyebOye47_ 1-4-0 7-0-0 1-4.0 7-0.0 z 1 44 Scale = 1:22.8 I - Plate Offsets (X,Y)-- f2:0-2-7,0-0-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud 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[TP]2014 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= 210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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) 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. _ 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 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=20012=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. - Andress Johnson PE No. 84943 3iffek USA, Inc. FL Ced 6634 16023 Swiogley Ridge Road Chesterfield, 310 63017 Dale: September 14,2021 WARNING - Verify design parameters and -READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.-5/19/2020 BEFORE. USE. - Design valid for use only with 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 2508 B 3C BLK NO HS 147882268 2866990 G02 Common Supported Gable 1 1 Job Reference (optional) o.voU s nuy 10 ZUZ I IVII I eK InUU5Ine5, Inc. ivion aep 1 J 1b:1 U:z4 zuzl rage 1 ID:?l YDfltmYJi NmupVDA3te2z4H2S-dVm3L01 U9w326Hu2AZhkLxAChxrwMIHMFCiC7sye?_2 18.8-0 , 20-0.0 , 4x4 = 6 a 1.4.0 Scale=1:35.5 Ili lb 14 13 12 `'^o 5x6 = 18-8.0 -18-8.0 Plate Offsets (X,Y)-- [2:0-4-0,0-1-151, [3:0-3-10,0-2-01, [9:0-3-10,0-2-01, [10:0-4-0,0-1-151, [15:0-3-0 0-3-01 LOADING (psf) SPACING- - 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 11 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 97lb 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 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=206(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-199(LC 12), 10=-199(LC 12), 16=-117(LC 12), 17=-118(LC 12), 18=-118(LC 12), 14=-117(LC 12), 13=-118(LC 12), 12=-118(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-101/329, 6-7=-101/329 WEBS 3-18=-175/300, 9-12=-172/298 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=2ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 9-4-0, Corner(3R) 9-4-0 to 13-4-0, Exterior(2N) 13-4-0 to 20-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown -covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6)-Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 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. 10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of -the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 2, 199 lb uplift at joint 10, 117 lb uplift at joint 16, 118 lb uplift at joint 17,118 lb uplift at joint 18, 117 lb uplift at joint 14, 118 lb uplift at joint 13 and 118 lb uplift at joint 12. Andrew Johnson PE No. 54943 Well USA, Inc. FL Cert 6634 16023 Swin;ley Ridge Road, Chesterfield, MO63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND IN 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/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 2508 B 3C BLK NO HS 147882269 2866990 H1 Diagonal Hip Girder 1 1 Job Reference (optional) "'••""'�•'� 1. �•'� ^ " Y, • Y, . `- - •+•+•+ , o.90U 5 r Uy 10 NG I IVII I tlK I1IUU5111U5, IrIU. IVIUn Jep rJ 10: IU:e4 eue I rage 1 ID?1YDfItmYJiNmupVDA3te2z4H2S-dVm3L01U9w326Hu2AZhktxABJxrJMmgMFCiC7sye7_z -1-10-10 2-4-4 1-10-10 2-4.4 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 7 >999 180 BCLL 0.0 Rep Stress Incr - NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 8) Max Uplift 2=-239(LC 8) Max Grav 3=32(LC 8), 2=228(LC 1), 4=49(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% Structural wood sheathing directly applied or 2-4-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ,DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord.live load nonconcurrent with any other live loads. _ 4) ` This truss has been designed for a 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 9 lb up at 1-5-12, and 51 lb down and 9 lb up at 1-5-12-on top chord, and 11 lb up at 1-5-12, and 11 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-54, 4-5=-20 Andrew Johnson PE \a. 84943 MTek USA, Inc. FL Ced 6634 16023 Snfnllley Ridge Road, Chesterfield, 310 63017 Date: September 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED IAITEK 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 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type Oily Ply 2508 B 3C BLK NO HS 147882270 2866990 H1P DIAGONAL.HIP GIRDER 2 _1 Job Reference (optional) u m.wu,w V I. a vny, , 11, , ,ui a .nty, — ....... OAOU 5 Hug ID ZUZ I IVII I eK Inausme5, Inc. ivion bep 10 l b:l U:Zb ZUZI rage I ID:?1 YDfltmYJl NmupVDA3te2z4H2S-5hKRYM16wEBvkQSFj HCztBiGNKAR5DwW UsRiflye?_y -1-10-10 1-5.0 1-1 O-1 O 1-5.0 o� 6 6 1 Scale = 1:7.7 I - 1.5.0 Plate Offsets (X,Y)-- [2:0-2-2,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.68 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 6 nla n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=0-5-11, 3=Mechanical, 6=Mechanical Max Harz 2=93(LC 12) Max Uplift 2=-339(LC 12), 3=-11(LC 9), 6=-23(LC 17) Max Grav 2=223(LC 1), 3=17(LC 12), 6=45(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 1-5-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft B=45ft; L=40ft; eave=4ft; Cat. il; Exp C; Encl., GCpi=0.18; MWFRS (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 339 lb uplift at joint 2, 11 lb uplift at joint 3 and 23 lb uplift at joint 6. Andrew Johason PE No. 84943 Wlek USA, Inc EL Ced 6634 16023 Sniu fey Ridge Road, Chesterfleld,110 63017 Dale: 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 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 ANSUTP11 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 2508 B 3C BLK NO HS 147882271 2866990 H7 DIAGONAL HIP -GIRDER 2 1 Job Reference (optional) Builders FlrstSource (Plant Guy, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:26 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-Zuupmi2lhXKmMa1 RH jCQMFVskQHgbcfiWBJBIye?—x -1-10-10 5-2-5 9-10-13 1-10-10 5-2-5 4-8-8 Scale = 1:22.2 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(ILL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020lfP12014 Matrix -MS Weight: 43lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 670-0 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=0-8-0, 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; MWERS (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 147 lb uplift at joint 4, 349 lb uplift at joint 2 and 178 lb uplift at joint 5. 7) Hanger(s) or other -connection device(s) shall be provided sufficient -to support concentrated load(s) 64 lb down-and-18-lbup at 1-5-12, 64 lb down and 18 lb up at 1-5-12, 5 lb down and 100 Ib up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37 Ib 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 -clown and 54 lb up at 4-341,-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 No. 84943 SRfek USA, Inc. PL Cent 6634 16023 Sningley Ridge Road, Chestedieid, 310 63017 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 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 2508 B 3C BLK NO HS 147882272 2866990 H7V Diagonal Hip Girder 1 1 Job Reference (optional) irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:27 2021 Page 1 • ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-14SBz23NSrSdzkcddFRyZocu8igZ?moxAwsjBye?_w -1-10-10 4-5-11 9-10-13 1-10-10 4-5-11 5.5-2 Scald = 1:22.7 v N CV 3x4 — M N rV Lh 6 r\ ri 0-Q-3 0-0.3 4-5-11 4-5.8 9-10.13 5.5-2 " LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.16 6-7 >737 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 42lb 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=-1087/718 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; 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 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 182 lb uplift at joint 4, 101 lb uplift at joint 5 and 283 lb uplift at joint 2.- 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-7-1-10, and 38 lb down and 159 lb up -at 7-1-10 on top chord, and 48 Ib up at- 1-5-12; 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 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) Andrew JohmooPENo. 84943 Vert: 1-4=-54, 5-8=-20 3hTekUSA, Inc. FLCert6634 16023 Syvbgley Ridge Road, Chesfer6eld,110 63017 Date: Continued on page 2 September 14,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE -PAGE M_II-7473 rev. 5/19/2020 BEFORE USE. TDesign 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 ANSUTPh Quality 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 Job Truss Truss Type Qty Ply 2508 B 3C BLK NO HS 147882272 2866990 H7V Diagonal Hip Girder 1 1- - - Job Reference (optional) than[ city, FL), Plant city, rL - s65bi, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:27 2021 Page 2 ID:zmbLkv5ELI DtgyehSMnND7z4_W x-14SBz23NSrSdzkcddFRyZocuBigZ?moxAwsjBye?_w 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) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. --Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS1rTPI1 Quality 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 Job Truss Truss Type Oty Ply 2508 B 3C BLK NO HS 147882273 2866990 M02 Half Hip Girder 1 1 Job Reference (optional) Duuaers rustaource triant ury, FL), Plant City, FL - 3356r, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:27 2021 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-14SB723NSrSdzkcdriFRyZojRBmtZ4UoxAwsjBye?—w 1-8.8 2.6-8 1-8.8 0-10-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 2% Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.50 BCLL 0.0 Rep Stress Incr NO WB 0.25 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP 3 2x4 11 DEFL. in (loc) I/dell Ud Vert(LL) 0.01 5-8 >999 240 Vert(CT) -0.01 5-8 >999 180 Horz(CT) 0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 . TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=68(LC 7) Max Uplift 1= 292(LC 8), 4=-209(LC 5) Max Grav 1=606(LC 1), 4=421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-639/310 BOT CHORD 1-5=-293/586, 4-5=-177/325 WEBS 2-5= 306/660, 2-4=-539/271 Scale = 1:8.8 PLATES GRIP MT20 244/190 Weight: 11 lb , FT = 20% Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 1 and 209 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down at 2-4-12 on top chord, and 851 lb down and 409 lb up at 0-11-4, and 4 lb up at 1--8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 3= 2(B) 9=-851(F) 10=4(B) Andrew Johnson PE No. 84943 3LTek USA, Inr. FL Cert 6634 16023 Swi_ngley Ridge Road, Chesterfield, HO 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 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 -and MiTek is always required for stability to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see 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 Oty Ply 2508 B 3C BLK NO HS 147882274 2866990 P131 VALLEY 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:28 2021 Page 1 ID:?i YDfltmYJ1 NmupVDA3te2z4H2S-VG?aBO4?D9aTbuBgPPmgVnKsgYCzIZSyAggPGdye?_v 4.4-0 8-8-0 4.4.0 4-4-0 Scale=1:17.3 4x4 = 6 4x4 = 2x4 II 4x4 = 4-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2020/TP12014 CSI. TIC 0.36 BC 0.13 WB 0.08 Matrix-P DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 (loc) I/defl Ud n/a 999 n/a 999 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 27 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 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:. 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) 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(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. AndrewJobnson PE \o.84943 31QekDSA,Inc.FLCerf 6634 16023 Sutgley Ridge Road, Chesterfield, 31063017 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 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 Bost 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 2508 B 3C ELK NO HS 147882275 2866990 PB2 VALLEY 2 1 Job Reference (optional) ce trlam City, FL), rtant L;Iry, rL - JJbbf, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:29 2021 Page 1 ID:71 YDfItmYJ1 NmupVDA3te2z4H2S-zTZyOk4dzSiKD2mOy7Hv2_t1 QyYC10i5OUPzo4ye7_u 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 = 1:17.4 46 = 6 4x4 = 2x4 II 44 = 1 4-4-0 4-4-0 Plate Offsets (X,Y)-- [2:0-1-12,0-0-01 [4:0-1-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell 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: 26lb 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. 11; 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 (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. AndreseJohnson PE \o.84943 lffrekDSA, Inc FL Ced 6634 16013 Wa4ehRidge Road, Chesterlield,110 63017 Date: September 14,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. `V -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, OSB-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 2508 B 3C BLK NO HS 147882276 2866990 PB3 VALLEY 2 1 Job Reference (optional) /rce trlant Gay, t-uj, Vlant uty, t-L - 36bbr, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:10:30 2021 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-Rf7Kc35FkmgBgCLCW go8aCQDbLtLmS_Fd89 W KW ye?_t 2.0-0 4-4.0 6.8-0 2-0.0 2-4-0 2-4-0 2-0-0 3x4 = 3x8 I I 3x4 = 6.00 12 3 9 4 10 5 - 2x4 = 4-4-0 2x4 = Scale = 1:16.6 O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 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 FBC2020/TP12014 Matrix-S Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 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 joints) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-199/367, 3-4=-192/367, 4-5=-192/367, 5-6=-1921370 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 jive load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in ail 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 (jt=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 0.5001n. AudrelrJohnsoo PE \o.84943 ATek USA, Inc. FL Cerf 6634 16023 Snfogler 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 MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI 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 Numbering System 0, General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/1fir - -I- For 4 x 2 orientation, locate plates 0-'li ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-897 Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 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 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing; is always required. See BCSi.. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%lat time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance, risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.