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HomeMy WebLinkAboutTrussLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. h , MiTek RE: 2813299 = 1780 B BLK NO HS MiTek USA, Inc. Site Information: 16023 Swingley Ridge Rd e le , MO 63017 Customer Info: Adams Homes Port St Lucie Project Name: 1780 2 Car Model: 1RO&I Lot/Block: 63/1 Subdivision: WATERSTONE-8617 Merano Ave Address: 8617 Merano Ave,. City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 36 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 147881753 A01 9/14/21 2 147881754 A02 9/14/21 3 147881755 A03 9/14/21 4 147881756 A04 9/14/21 5 147881757 A05 9/14/21 6 147881758 A06 9/14/21 7 147881759 A07 9/14/21 8 147881760 A08 9/14/21 9 147881761 A09 9/14/21 10 147881762 A10 9/14/21 11 147881763 All 9/14/21 12 147881764 Al2 9/14/21 13 147881765 A13 9/14/21 14 147881766 A14 9/14/21 15 147881767 B01 9/14/21 16 147881768 B02 9/14/21 17 147881769 CJ1 9/14/21 18 147881770 CJ 1 A 9/14/21 19 147881771 CJ1 B 9/14/21 20 147881772 CJ 1 V 9/14/21 21 147881773 CJ3 9/14/21 22 147881774 CJ3V 9/14/21 No. Seal# Truss Name Date 23 147881775 CJ5 9/14/21 -24 147881776 CJ5V 9/14/21 25 147881777 EJ7 9/14/21 26 147881778 EPA 9/14/21 27 147881779 EJ7V 9/14/21 28 147881780 EJ210 9/14/21 29 147881781 EJ210A 9/14/21 30 147881782 EJ210C 9/14/21 31 147881783 EJ21OD 9/14/21 32 147881784 HJ7 9/14/21 33 147881785 HJ7V 9/14/21 34 147881786 HJ210 9/14/21 35 147881787 HJ210A 9/14/21 36 147881788 HJ210B 9/14/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). .Truss Design Engineer's Name: Johnson, Andrew My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. NA LC V.:. S E OF ;�4/ O .� i��ss,�N A1L E?.�`. ltlrA llll Andrew Johnson PE No.84943 MiTekUSA, Inc. fL Cert 6634 16023 Swingley Ridge Road, Chesterfield, MO 63017 Date: September 14,2021 Johnson, Andrew 1 of 1 Job Truss Truss Type City Ply 1780 B BLK NO HS 147881753- 2813299 A01 — Special Truss - - 10 1 - - - Job Reference (optional) 41 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:50:58 2021 Page 1 I D:g65k6Z?uVli uQXUS7?YA4XyW 46R-mBJGdKv5lgAUD5lyshm l42tgCvjH9BRk7oFVCRye?HB 1- O 5-11-1 8-8.0 13-1-11 20-0.0 26-10-5 31-4-0 34-0-15 40.0-0 1-4- 1-4-0 5-11-1 2-8-15 4-5-11 6-10-5 6_10-5 4-5.11 2-8-15 5-11-1 1-4-0 5x6 5x8 : 3.00 FIT 5x8 Scale = 1:72.3 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 0.72 BC 0.83 WB 1.00 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud 0.60 12-13 >795 240 -0.91 12-13 >525 180 0.53 10 n/a n/a PLATES GRIP MT20 244/190 Weight:241 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 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2= 803(LC 10), 10= 803(LC 10) Max Grav 2=1552(LC 1), 10=1552(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5130/2822, 3-4=-4849/2622, 4-5=-4848/2720, 5-6=-2450/1553, 6-7=-2443/1548, 7-8=-4849/2720, 8-9=-4850/2622, 9-10=-5130/2822 BOT CHORD 2-15= 2394/4974, 14-15=-1360/2987, 13-14=-693/1888, 12-13=-1360/2876, 10-12=-2394/4670 WEBS 6-13=.474/947, 7-13=-1116/753, 7-12=-987/2055, 9-12=-300/286, 6-14=-478/1003, 5-14=-11851752, 5-15= 987/2220, 3-15=-289/286 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Exterior(2171) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ":+1 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. 6) Bearing at joint(s) 2, 10 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) 2=803, 10=803. 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 \Diek USA, Inc FL Ced 6634 16023 ST&Mey Ridge Road, Chesterfield, 310 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. --Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is MiTek. always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 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 City Ply 1780 B BLK NO HS 147881754 2813299 A02 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant tarty, FL), Plant city, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:50:59 2021 Page 1 - ID:g65k6Z?uVliuQXUS7?YA4XyW46R-ENtegfwjWzlLrEK8QPHXdGQ1QJ18umbUMS?2kuye?HA 1-4-0 5-11-1 8-8-0 14-4-11 19-0.0 21-0-0 25-7-4 31-4-0 34-0-151-4- 1-4.0 5-11-1 2.8.15 5-8-11 4-7-4 2-0-0 4-7-4 5-8-11 2.8-15 5-11-1 1-4-0 c co O 5x8 = 3.00 12 8-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC202OfTP12014 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-418(LC 8) Max Uplift 2=-803(LC 10), 11=-803(LC 10) Max Grav 2=1552(LC 1), 11=1552(LC 1) 5x6 = 5x6 = 4x4 = Scale = 1:74.3 5xB = 0 - o 21� CO N O 19.0-0 21-0-0 25-7-4 31.4-0 40-0-0 4-7-4 2-0-0 4-7-4 5-8-11 8-8-0 1, [7:0-3-0,0-2-01, [10:0-3-0,0-3-01, [11:0-3-11,0-1-21, [13:0-4-0,0-5-01 [19:0-4-0 0-5-01 CS]. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.63 Vert(LL) 0.55 17 >877 240 MT20 244/190 BC 0.85 Vert(CT) -0.79 14-16 >609 180 WB 0.49 Horz(CT) 0.51 11 n/a n/a Matrix -AS Weight: 257 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 5-17, 8-16, 9-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5098/2750, 3-4=-4862/2600, 4-5=-3051/1753, 5-6=-2262/1436, 6-7=-1979/1352, 7-8=-2262/1436, 8-9=-3051/1753, 9-10= 4862/2600, 10-11=-5098/2750 BOT CHORD 2-1 9=-2328/4920,18-19=-2008/4472, 17-18=-1150/2750, 16-17=-700/1979, 14-16=-1 150/2673,13-14=-2008/4262, 11-13=-2328/4638 WEBS 4-19=-525/1327, 4-18=-1870/931, 5-18=-327/911, 5-17= 1205/678, 6-17=-468/830, 7-16=-468/830, 8-16=-1143/678, 8-14=-327/845, 9-14=-1725/931, 9-13=-525/1244 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Exterior(2R) 1134-2 to 26-7-14, Interior(1) 26-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4-) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 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=803,11=803. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE No. 84943 Wrek USA, lac FL Ced 6634 16023 Swinety JUdge Road, Chester6eld,110 63017 Dale: September 14,2021 t; A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. m 'D'esign J .V 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 ANSViPl1 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 1780 B BLK NO HS 147881755 2813299 A03 Hip Truss - 1 1 - - Job Reference (optional) Builders F-IrstSource (Plant City, FL), Plant Glty, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:01 2021 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-Am?OFLy_2bY34YTXXpK?ihVMn7i7MZtApmU9pmye?H8 r1-40 5-11-1 8-8.0 12-6-4 17-0-0 23-0.0 27-5-12 31-4-0 34-0-15 40-0-0 Al-4-Q 1N 5-11-1 2-8-15 3-10-4 4-5-12 6-0-0 4.5-12 3-10-4 2-8-15 5-11-1 1-4-0 Co O 4x12 % 3.00 12 6.00 12 5x6 = 5x8 = 4x4 = 412 Scale = 1:74.4 tl-tl-0 17-0-0 23-0-0 31-4-0 40-0-0 8-8-0 8-4-0 6-0.0 8-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-2-7,0-0-91,[3:0-3-0,0-3-0] [6:0-3-0 0-2-0] [7:0-6-0 0-2-8) [10:0-3-0 0-3-0] [11:0-2-7 0-0-9] [17:0-7-0 0-5-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) 0.58 13-14 >823 240' MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.96 13-14 >500 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.56 11 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -AS Weight: 244lb 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 WEBS 1 Row at midpt 7-16 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=377(LC 9) Max Uplift 2=-803(LC 10), 11= 803(LC 10) Max Grav 2=1815(LC 15), 11=1818(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6160/2850, 3-4=-5859/2663, 4-5=-5890/2771, 5-6=-2938/1610, 6-7=-2626/1516, 7-8=-2840/1610, 8-9=-5615/2771, 9-10=-5585/2663, 10-11=-5893/2850 BOT CHORD 2-17=-2421/5896, 16-17=-1424/3697, 14-16=-919/2636, 13-14=-1424/3289, 11-13=-2421 /5362 WEBS 3-17=-277/271, 5-17=-994/2591, 5-16=-1299/695, 6-16= 412/1028,.7-16=-256/260, 7-14=-412/1136, 8-14=-1236/695, 8-13=-994/2426, 10-13— 287/271 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-2, Exterior(2R) 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; 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 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. fr) ' 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) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer shoyld 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=803, 11=803. 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. ABdrevrJolmsoa PE \0.84943 3LTek USA, Inc. FL Ced 6634 16023Sti OeyRidgeRoad, Chesterfield,31063017 Date: September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with 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-B9 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 1780 B BLK NO HS 147881756 2813299 A04 Hip Truss 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 15:51:02 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-eyYnThzcpugwii2j5XrEFu2W 3W 1 n55cK2QDiLDye?H7 11-4-Q 5-11-1 8-8.0 15.0-0 20.0-0 25-0-0 31-4-0 34-0-15 40-0-0 41-4-Q 1-4.0 5-11-1 2-8-15 6-4-0 5.0-0 5-0-0 6-4-0 2-8-15 5.11-1 1-4 00 M 0 4x12 3.00 12 6.00 12 5x6 = 3x4 = 5x6 = 25.0-0 Scale = 1:76.8 25 8� co 5x6 9 ST1.5x8 STP = 26 0 10 11 1v N O 4X12 zz LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.55 12-13 >872 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.95 13-15 >505 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.56 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 234lb 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 WEBS 1 Row at midpt 4-15, 8-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=336(LC 9) Max Uplift 2=-803(LC 10), 10=-803(LC 10) Max Grav 2=1818(LC 15), 10=1818(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6094/2922, 3-4=-5858/2813, 4-5=-3387/1787, 5-6=-3029/1701, 6-7=-2930/1701, 7-8=-3277/1787, 8-9=-5603/2813, 9-10=-5846/2922 BOT CHORD 2-16=-2483/5800, 15-16=-2210/5327, 13-15=-1279/3141, 12-13=-2210/4854, 10-12=-2483/5315 WEBS 4-16=-551/1614, 4-15=-2358/1134, 5-15= 461/1179, 6-15=-342/180, 6-13= 342/180, 7-13=-461/1200, 8-13=-2226/1134, 8-12— 551/1505 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(2R) 9-4-2 to 30-7-14, Interior(1) 30-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3�, Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCD = 10.Opsf. - 7) Bearing at joints) 2, 10 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=803, 10=803. 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. AndrewJohnson PE \o.84943 \ITek USA, Inc. FI. Ced 6634 16023 SiAtioey 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. 511912020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVrPl1 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 B BLK NO HS147881757 2813299 A05 HIP TRUSS 1ob 7Ply-1780 Reference o tional Builders f-Irstdource (clan L:Ity, I-L), mant u ity, f-L - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:03 2021 Page 1 r1-4-0 5-11-1 73_ I D:g65k6Z?uVli uQXUS7?YA4XyW 46R-6869g1 zEa+ConKsdwfEMTn6anUwTtgSbTH4zGtfye?H6 70-5 2_740 3-400 34-0-1155 40-0-0 '1-405.11-1 7-8-0 600 4-2.8-5-11-1 1-4-0 Scale = 1:76.8 8x10 11 6.00 F12 2x4 II 4 26 27 5 28 5x8 = 296 ST1.5x8 STP = 5x12 = 3x4 11 3x6 Zz 3x8 6x8 = 3.00112 9-4-0 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 Incr YES Code FBC2020/TPI2014 CSI. TC 0.31 BC 0.61 WB 1.00 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Well Ud 0.46 17-20 >247 240 0.40 17-20 >284 180 0.14 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 222 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. Except: 2-16: 2x4 SP M 31, 5-15: 2x4 SP No.2 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at micipt 4-17 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 17=0-8-0 Max Horz 2=295(LC 9) Max Uplift 2=-492(LC 20), 9= 537(LC 10), 17=-1277(LC 10) Max Gram 9=1021(LC 16), 17=2406(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398/1376, 3-4=-655/1623, 4-5=-904/645, 5-6=-907/640, 6-7= 1453/880, 7-8=-2470/1350, 8-9=-2775/1522 BOT CHORD 2-17=-1237/447, 16-17=-415/447, 5-13=-429/417, 12-13=-376/1277, 11-12=-896/2141, 9-11 =- 1205/2473 WEBS 3-17=-457/640, 4-16=0/251, 4-13= 724/1429, 6-13=-512/271, 6-12= 253/652, 7-12= 1083/607, 7-11=-293/784, 8-11=-280/258, 13--16=-412/497, 4-17=-2231/1077 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. -111; 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 7-4-2, Exterior(2R) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 21-4-2, Exterior(2R) 21-4-2 to 32-7-14, Interior(1) 32-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=492, 9=537, 17=1277. AudretsJohosonPEA. 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 3LTekUSA, Inc. RCent 6634 sheetrock be applied directly to the bottom chord. 16023SwingleyRidge Road, ChesterGeld,31063017 Date: September 14,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. , - 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 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 City Ply 780 B BLK NO HS 1478817582813299 L1b A06- HIP TRUSS ^ "-'--- �:.,..�,......., roe_... �:... �� ^,__...:... Reference (optional) ouuucia 1.S 0U.Ce t� ,a�,, ..I,y, , �1' �,a, R .,,,y, 11- —.1, a.w3U S Aug 10 2U21 mi I eK Inausutes, Inc. mon sep 13 1 b:51:04 2021 Page 1 - ID:g65k6Z?uVliuQXUS7?YA4XyW46R-aKgXuN_sKWweyOC6DytiKJ7tmKkJZOIdVkipQ5ye?H5 1-4-0 5-9-4 11-0-0 16-4-0 20-8-0 29.0-0 32H 4.0 34-0-15 40-0-0 1-4- 1-4-0 5-9-4 5-2-12 5-4-0 4.4-0 8.4-0 2-4-0 2-8-15 5-11-1 1-4-0 Scale = 1:75.2 5x6 = 5x8 = 4x6 = 5x6 = 6.00 F12 428 29 530 6 31 32 7 33 3x4 8 2x4 2x4 3 9 ST1.5x8 STP = ST1.5x8 STP = o • 27 35 14 CO. 2 7x8 = 13 12 1 3x8 = 5x6 = 10 c� r' Iv 0 36 37 2p 19 18 17 15 16 11 0 - 3x8 i ST1.5x8 STP = 3x6 = 3x4 = 2x4 I I _ 3x6 zzz - - 3.00 12 6x8 = 4x4 = 9-4-0 11-0-0 16-4-0 20-8-0 1-8- 29-0-0 31-4-0 40-0-0 9-4-0 1-8-0 5-4-0 4.4-0 0- 7-4-0 2-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-2-9,0-1-81,[4:0-4-0,0-2-81,[5:0-4-0,0-3-01 [7:0-4-0 0-2-81 [10:0-2-10 0-0-7] [14:0-6-4 0-4-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.46 20-23 >244 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.40 20-23 >279 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.15 10 nla n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 2-18: 2x4 SP No. 1, 6-16: 2x4 SP No.3 WEBS 2x4SPNo.3 WEBS WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 20=0-8-0 Max Horz 2=254(LC 9) Max Uplift 2= 624(LC 20), 10=-530(LC 10), 20— 1321(LC 10) Max Grav 10=991(LC 16), 20=2562(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-496/1656, 3-4=-726/1838, 4-5=-350/939, 5-6=-1079/630, 6-7= 1577/973, 7-8=-1738/1013, 8-9=-2366/1285, 9-10==2680/1514 BOT CHORD 2-20=-1450/545, 19-20=-966/783, 6-14=-572/491, 13-14=-243/1147, 12-13=-818/2045, 10-1 2=-1 198/2407 WEBS 3-20= 379/574, 4-20=-2181/821, 4-19=-288/1063, 5-19=-1492/866, 5-14= 497/1256, 6-13— 327/527, 7-13=-102/501, 8-13=-756/405, 8-12= 324/727, 9-12= 323/330 Weight: 223 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 1 Row at midpt 4-20, 5-19 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. n 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 5-4-2, Exterior(2R) 5-4-2 to 16-7-14, Interjor(1) 16-7-14 to 23-4-2, Exterior(2R) 23-4-2 to 34-7-14, Interior(1) 34-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific - to the use of this truss component. 4)- Provide adequate drainage -to -prevent water ponding. - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSIIrPI 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=624,10=530,20=1321. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE No. 84943 1LTek USA, Inc.. FL Cerl 6634 16023 Stfingley Ridge Road, ChesterOeld,110 63017 Dale: September 14,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1rTPI1 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 1780 B BLK NO HS 147881759 2813299 A07 HIP TRUSS - 1 1 Job Reference (optional) ounue,a 1-„o— w—V s, ter, F-11L guy, "- ­, 0.4JU 5 Hug I D ZUZ 1 IVII I eK Inausine5, Inc. anon Sep I:1 l b:bl:Ub ZU21 Nage 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-2XEv5j?U5p2VZ9nimfOxsXg1 uk50lRymkOSMyXye?H4 r1-4-0, 6-0-1 9-0-0 15-4.0 20-8.0 26-4-0 31-0-0 34-0-8 40-0-0 ft1-4•Q 1.4.0' 6-0-1 2-11-15 ' 6-4-0 5-4-0 4.8-0 3-0-8 5-11-8 1-4-01 Scale=1:75.2 5x6 � 5x8 = 2x4 11 3x8 = 6.00 F12 4 29 30 315 6 32 7 33 8 5x6 = _ _ 3x4 2x4 ; 3 9 ST1.5x8STP2728 o 34 35T1.5x8STP= 14 c co 1 2 8x12 = 13 12 10 ? iN 2x4 II 11 Iv1 5x12 = 0 _ 3637 20 19 18 17 16 15 3x6 = 2x4 11 ST1.5x8 STP = 3x4 = 2x4 I I 3.00112 _ _ 3x6 3x6 = 6x8 = 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. TC 0.70 BC 0.80 WB 0.69 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.25 12-13 >999 240 Vert(CT) -0.38 12-13 >979 180 Horz(CT) 0.16 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 212lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied. Except: 6-16: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-19 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 19=0-8-0 Max Horz 2=-213(LC 8) Max Uplift 2=-809(LC 20), 10=-511(LC 10), 19=-1425(LC 10) Max Grav 10=940(LC 16), 19=2784(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-622/2029, 3-4=-1083/2202, 4-5=-953/1982, 5-6=-1070/521, 6-7=-1116/538, 7-8=-1858/1065, 8-9=-2220/1184, 9-10=-2532/1434 BOT CHORD 2-20=-1790/681, 19-20=-1790/681, 17-19=-300/390, 6-14=-283/237, 13-14=-709/1934, 12-13=-709/1934, 10-12=-1122/2276 WEBS 4-19=-1192/703, 5-19=-2093/1164, 5-17=-88/324, 14-17=-337/427, 5-14= 598/1496, 7-14=-906/596, 7-12= 262/87, 8-12=-317/782, 9-12=-331/364, 3-20=-603/197, 3-19=-390/972 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 Ato 14-7-14, Interior(1) 14-7-14 to 25-4-2, Exterior(2R) 25-4-2 to 36-7-14, Interior(1) 36-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has Been designed for a 10.0 psf bottom chord live load"nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 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=809, 10=511, 19=1425, 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE No.84943 \hTek USA, Inc. FL Cent 6634 16023 Sniogley Ridge Road, Chesterfield, MO63017 Date: September 14,2021 - ~ A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 141II-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 1780 B BLK NO HS 147881760 2813299- A08 HIPTRUSS T A G Job Reference (optional) t$uuaers 1-115t0utut:e tridnt uny, rL/, rid[ t inry, rt_ - ao001, b.43U S Aug l b ZUZI MI I eK Inaustnes, Inc. Mon Sep 13 15:51:09 2021 Page 1 A - - - ID:g65k6Z?uVliuQXUS7?YA4XyW46R-xITQx42?92Yw2n43?VTt1 NgiBLQEqEEbMfOQa5Jye?HO r1-4-0 3-9-4 7-0-0 9.4-0 11-10-11 16-9-5 21-8-0 25-5-5 29-2.11 33.0-0 36-3-5 40-0-0 . 1-4-0' 3-9-4 3-2-12 2-4-0 2-6-11 4-10-11 4-10-11 3.9-5 3.9-5 3-9-5 3-3-5 3-6-11 1-4-0 5x6 = 6.00 12 4 3x4 3 ST1.5x8 STP = co 1 2 o 5x8 = 6x8 = 5 32 33 34 35 6. 36 25 24 23 44 22 21 3x6 = 2x4 11 ST1.5x8 STP = 4x6 = 5x8 = 3x6 -11 - 3x6 = " FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 4x6 = 2x4 11 3x8 = 5x6 = 737 38 839 40 4B42 43 ' 10 45 20 46 19 47 3x4 = 2x4 II 8x12 = 13-0-11 16-9-5 , - 2 3-9-5 Scale=1:75.2 3x4 11 c? ST1.5x8 STP = m c� r 12 13 IT T 14 d 2x4 II 3.00112 3x6 16.3-5- , 40-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Inc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.44 16-17 >830 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.51 16-17 >719 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2020[TP]2014 Matrix-MSH Weight: 437lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins. 4-6: 2x4 SP_No.1 BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. BOT CHORD 2x4 SP No.2 `Except* 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 23=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1974(LC 18), 12= 1047(LC 8), 23=-4437(LC 8) Max Grav 2=1018(LC 4), 12=1705(LC 18), 23=5835(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2525/4393, 3-4=-2872/4697, 4-5=-2589/4289, 5-6=-1763/3137, 6-7=-2931/2281, 7-8=-4753/3065, 8-9=-4753/3065, 9-10= 5017/2951, 10-11=-5483/3176, 11-12=-5121/2898 BOT CHORD 2-25=-3899/2348, 24-25=-3899/2348, 23-24=-5743/3933, 21-23=-5743/3933, 20-21= 603/160, 7-18=-1221/725, 17-18= 2121/3070, 16-17=-3062/5448, 15-16=-3062/5448, 14-15=-2527/4641, 12-14=-2489/4576 WEBS 3-24=-515/497, 4-24=-2053/1276, 5-24=-2102/2858, 5-21=-2665/3605, 6-21=-3504/2553, 6-20= 271/551, 18-20= 734/255, 6-18=-2341/3744, 7-17=-788/1897, 8-17=-438/420, 9-17=-789/271, 9-16=0/297, 9-15=-602/440, 10-15=-938/1925, 11 -1 5=-674/586, 5-23=-5564/4234 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 Do. 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; 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 20.0psf 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. 9) Bearing at joint(s) 12 considers_ parallel to grain -value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Andrew Johnson PE No. 84943 3hTek USA, lot. EL Ced 6634 16023 Swhililey Ridge Road, Chesterfield, 310 63017 Date: September 14,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. T 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 ANS0TPI1 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 1780 B BLK NO HS 147881760 2813299 - - A08 HIP TRUSS - 1 2 1 - - - - - - Job Reference (optional) ouuueio 1- uuwc t, ,a, n vny, rI-h rvauy, r �+nr� - u000r , m43u s Aug it) zuzi MI I eK Inausines, Inc. Mon Sep 13 15:51:09 2021 Page 2 i NOTES- ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-xITQx42?92Yw2n43?VTt1 NgiBLQEEEbMfoQa5Jye?HO 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1974, 12=1047, 23=4437. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 173 lb up at 7-0-0, 28 lb down and 51 lb up at 9-0-12, 90 lb down.and 173 lb up at 11-0-12, 90 lb down and 173 lb up at 13-0-12, 90 lb down and 173 lb up at 15-0-12, 90 lb down and 173-lb up at 17=0-12, 90-lb down and 173 lb up at 19-0-12, 90 lb down and 173 lb up at 20-11-4, 116 lb down and 184 lb up at 22-11-4, 116 lb down and 184 lb up at 24-11-4, 116 lb down and 184 lb up at 26-11-4, 116 lb down and 184 lb up at 28-11-4, and 116 lb down and 184 lb up at 30-11-4, and 237 lb down and 407 lb up at 33-0-0 on top chord, and 272 lb down and 357 lb up at 7-0-0, 65 lb down and 102 lb up at 11-0-12, 65 lb down and 102 lb up at 13-0-12, 65 lb down and 102 lb up at- 15=0-12, 65-lb down -and 102 lb up at 17-0-12, 65 lb down and 102 lb up at 19-0-12, 65 lb down and 102 lb up at 20-11-4, 82 lb down at 22-11-4, 82 lb down at 24-11-4, 82 lb down at 26-11-4, 82 lb down at 28-11-4, and 82 lb down at 30-11-4, and 425 lb down and 169 lb up at 32-10-8 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 10-13=-54, 19-26=-20, 15-18=-20, 15-29� 20 Concentrated Loads (lb) - - Vert:4=-90(B) 10=-237(B) 15=-425(B) 24=-272(B) 5= 3 21=-39(B) 20=-39(B) 6=-90(B) 16=-60(B) 32=-90(B) 33=-90(B) 35=-90(B) 36=-90(B) 37=-90(B) 38=-116(B) 39=-116(B) 41=-116(B) 42=-116(B) 43=-116(B) 44=-39(B) 45=-39(B) 46=-39(B) 47=-39(B) 48=-60(B)49= 60(B) 50=-60(B) 51= 60(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE -PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 'Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .MITek� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-69 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 1780 B BLK NO HS 1478811 76 2813299 A09 Special Truss 2 1 Job Reference (optional) ounucm ruarwu— it i —y, rr_r, Hour _'y, rl-4-Q 5-11-1 8-8-0 13.7-1 r1-4-0 5-11-1 2.8-15 4-11-2 s CO oO m4JU s Aug l o xuei Mil eK Incusines, Inc. Mon Sep 13 15:51:10 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-PU1 o8Q3dwMgngxfGZC-6ZaNvJIpFzhQVug97diye? H? 6-5_-13 32-11-11 40-0-0 Al-4-9 -5- 13 13—� 6-5.13 7.0.5 1-4.0 Scale = 1:74.0 46 = 2x4 6 7 14 _ 6x8 = 3x6 = 3x4 = 3x6 = 3x6 = 3.00 12 8-6-0 13-7-1 20-0-0 2 -9 0 29-8-12 40.0.0 8-8-0 4-11-2 6-4-15 -9- 8-11-12 10-3.4 Plate Offsets (X,Y)-- [2:0-1-14,0-0-71, [3:0-3-0,0-3-01, [6:0-3-0 Edge] [9:0-3-0 0-3-01 [10:0-2-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.36 12-14 >643 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.55 12-14 >422 180 BCLL 0.0 Rep Stress ]nor YES WB 0.74 Horz(CT) 0.11 14 file n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS Weight: 210lb 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. 10-13: 2x4 SP No.1 WEBS 1 Row at micipt 5-15, 8-14, 7-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-583(LC 10), 14=-452(LC 10), 10= 570(LC 10) Max Grav 2=907(LC 15), 14=1867(LC 15), 10=1024(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2463/1556, 3-4=-2100/1382, 4-5=-900/910, 5-6=-252/556, 6-7=-199/539, 7-8=-208/576, 8-9=-1217/840, 9-10=-1458/920 BOT CHORD 2-17=-1236/2555, 16-17=-923/2051, 15-16=-416/983, 12-14=-280/545, 10-12=-623/1246 WEBS 3-17=-360/261, 4-17=-304/920, 4-16=-1200/569, 5-16=-197/791, 5-15— 1265/603, 8-14=-926/524, 8-12— 198/886, 9-12=-462/380, 14-15— 1335/260, 7-15=-515/80 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; 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)1Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Bearing at joint(s) 2-considers parallel to grain value using ANSPTPI 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 Ot=lb) 2=583, 14=452, 10=570. 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. AndrewJahasou PE No.84943 317ekOSA, lac. FL Cert6634 16023 Swmgley 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 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/TPlt 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 russ russ ype ty y 1780 B BLK NO HS 147881762 2813299 - - - A10 - - - ' GABLE - 1 _ 2 _ Job Reference (optional) Builders FirstSource, Plant city, FL. 33563 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Sep 14 09:31:50 2021 Pagel ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-I K_D W AHDQmgTFv7n2ukexl2KS ETaRzSs3i6Awkydmct s-10-iz 10-10-1z 1z-10-1z is-1-10 ,-1-4-01 4-10-12 5-24 8-10-12 i10-3-4 12-5-0 14-0-12 20-0-0 24-10-6 26-7-8 29-8-12 33-3-13 40-0.0 i-4-0 • 1-a-u a-1u-1[ u��81-e-8 2-0-0 1-4-8 -7- 1-6-4 1-6-0 4-10-6 4.10.6 1-9-2 3-1-0 3-7-1 6-8-3 T-4-0� 0-5-12 0-8-14 Scale=1:72.0 5x6 C1 0 6.00 12 13 14 3V 38 ---- JB 3X8 = 28 27 26 25 -_ -. Sx8 3x4 = 34 32 31 30 29 5x6 - 3x4 = 5x8 = = 3x6 = 13-4-2 6-10-12 10-10-12 13-3-3 15-1-10 2-3-14 4-10-12 6-4-14 i 9-6-0 1p-3.1 12-10-12 1A-4-12 20-4-0 20yy7 10 24-10-6 29-8-12 40-0-0 2-3-14 2-6-14 -6-2 2-7-0-9-d 2-0-0 0-4 -8-1 5-2-6 0-8- 0 4-2-12 4-10-6 10-3-4 1-5-14 0-7-8 0-0-15 2 m It LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.08 24-61 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.17 24-61 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) -0.01 29 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 639lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 27-35: 2x4 SP No.2 P WEBS 2x4 SP No.3 *Except* JOINTS 4-39,38-48,7-47,36-49,32-50,34-51: 2x4 SP No.2 OTHERS 2x4 SP No.3 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 22-24. 1 Brace at Jt(s): 41, 42, 43, 44, 46, 49 REACTIONS. All bearings 7-4-7 except (jt=length) 2=0-8-0, 22=0-8-0, 33=0-3-8. (lb) - Max Horz 2=424(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 30, 32 except 2=-969(LC 8), 29- 1297(LC 8), 22=-287(LC 8), 31=-176(LC 8),33=-479(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 30, 32 except 2=888(LC 17), 29=2393(LC 1), 22=701(LC 14), 31=318(LC 13), 33=415(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-62=-582/752, 3-62= 585/693, 3-4=-584/686, 4-5= 505/594, 5-6=-334/172, 6-7=-285/167, 7-8= 320/248, 8-9=-309/276, 9-10= 383/716, 10-11=-315/695, 11-12=-272/714, 12-13= 218/723, 13-14=-237/764, 14-15= 304/780, 15-16= 308/678, 16-17=-422/121, 17-18=-465/124, 18-63=-531/150, 19-63- 553/151, 19-20=-565/73, 20-21=-816/189, 21-22= 841/174 BOT CHORD 2-64=-629/466, 39-64=-629/466, 38-39=-629/466, 38-65=-629/466, 37-65=-629/466, 36-37=-324/366, 35-36=-324/366, 34-35=-324/366, 33-34=-324/366, 32-33=-324/366, 31-32=-324/366, 30-31=-324/366, 29-30=-324/366, 28-29= 23/329, 27-28=-23/329, 26-27=-23/329, 25-26=-23/329, 25-66= 23/329, 24-66=-23/329, 22-24=-21/718 WEBS 13-29= 858/358, 29-43=-1132/604, 43-44=-1092/582, 44-45=-1141/602, 16-45=-999/556, 16-46=-281/621, 24-46=-268/616, 24-40=-519/410, 20-40=-426/289, 9-51=-601/544, 50-51=-490/436, 42-50= 505/450, 41-42=506/452, 29-41=-510/455, 37-49= 607/693, 9-49=-644/735, 5-48=-226/7131 47-48=-235/702, 37-47=-365/803, 7-47= 258/191 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 0-6-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE-7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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 Ddails as applicable, or consult qualified building designer as per ANSI/TPI 1. - Andrew Johnson PE No. 84943 SfQek DSA, lac FL Cert 6634 16023 Swiagley Ridge Road, Chesterfield,110 63017 Date: September 14,2021 ® 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 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 1780 B BLK NO HS 147881762 2813299 A10 GABLE 1 n 2 _ Job Reference (optional) uslauurce, nam—y, r.. oc000 t1.4JU s Aug 1 b 2U21 MI I eK mausmes, Inc. I ue Sep 14 09:31:50 2021 Page 2 ID:g65k6Z?uVli uQXUS7?YA4XyW 46 R-1 K_D W AHDQmgTFv7n2ukexl2KSETaRzSs3i6Awkydmct NOTES- 6) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 cc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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 20r0.wide-will fit betweenthebottom chord and any other members. 11) 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 usedifit 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 32 except Qt=lb) 2=969, 29=1297, 22=287, 31=176, 33=479. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 334 lb up at 2-10-12, and 327 lb down and 143 lb up at -1-4-0 on top chord, and 469 lb up at 2-10-0, 16 lb up at- 4-10-12, 16 lb up at 6-10-12, 16 lb up at 8-10-12, 16 lb up at 10-10-12, and 195 lb up at-12-10-12, and 99 lb down and 136 lb up at 14-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-13=-84(F= 30), 13-63=-84(F=-30), 23-63=-54, 52-66=-50(F=-30), 57-66=-20 Concentrated Loads (lb) Vert: 39=16(F) 38=16(F) 36=16(F) 32=-99(F) 34=107(F) 1=-300(F) 62=148(F) 64=267(F) 65=16(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. "Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1780 B BLK NO HS 147881763 2813299 All Special Truss 1 1 - - Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:16 2021 Page 1 I D:g65k6Z?uV li uQXUS7?YA4XyW 46R-EeP3PU70W CRxOs7QwT5W prdwpAsaNOgOGbcSgPye?Gv r1-4•q 5-11-1 8-7-8 13-10.8 20-0-0 26-2-6 32-11-11 40.0-0 41-4-q 1-4-0 5-11-1 2-8-7 5-3.0 6-1-8 6-2-6 7-0-5 1-4.0 ca 0 3x6 : 3.00 12 3x6 = 2x4 11 6 7 14 - - 6x8 = 3x6 = 3x6 = Scale=1:74.0 3x6 = 10 Cq? jv Id e-7-e 13-10-11 20.0-0 2 -9 0 29.8-12 40-0.0 8-7-8 5-3-0 6-1-8 N. 8-11-12 10-3-4 Plate Offsets (X,Y)-- [2:0-1-14 0-0-7] [3:0-3-0 0-3-0], [6:0-3-O,Edge] [9:0-3-0 0-3-0] [10:0-2-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) 11defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.37 12-14 >623 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.56 12-14 >413 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 211 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. 10-13: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 8-14, 7-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-584(LC 10), 14=-451(LC 10), 10=-570(LC 10) Max Grav 2=907(LC 15), 14=1870(LC 15), 10=1026(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2463/1557, 3-4=-2113/1393, 4-5=-870/892, 5-6= 251/560, 6-7=-195/534, 7-8=-210/582, 8-9=-1221/844, 9-10=-1465/926 BOT CHORD 2-17=-1236/2554, 16-17=-936/2066, 15-16— 393/929, 12-14=-268/514, 10-12= 629/1253 WEBS 3-17=-344/249, 4-17=-300/926, 4-16=-1259/602, 5-16= 197/785, 5-15=-1231/590, 8-14=-917/529, 8-12= 209/908, 9-12=-473/392, 14-15= 13301243, 7-15=-499/88 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=5.Opsf; h=15ft; B=45ft; L=401t; 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 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; 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 3y Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s)-2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=584,14=451,10=570. 8) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AndrewJohnssn PE,No.64943 hbTekUSA, lac. R Cert 6634 16023 Ssrmgley Fs dge Road, Chesterfield, 310 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 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 Qty Ply 1780 B BLK NO HS 147881764 2813299 - Al2 - Special Truss - 1 - 1 -- - Job Reference o tional �u„�= �•��� �� ^y, •y, 0.4JU s HU9 I0 ZUZ 1 IVII I eK Inausines, Inc. man Ziep 13 1 b:b1:1 Y 2021 Hage 1 I D:g65k6Z?uVli uQXUS7?YA4XyW 46R-iryScp8OHVZo??icTAcl L397pZCx6gOXVFM?Mrye?Gu r1-4-0 5-11-1 6-7-6 1.3 20-0-0 26-5-13 32-11-11 40-0-0 41-4-0 1-4-0' 5-11-1 0-e-7 6.8-15 6-7-9 6-5-13 6-5-13 7-0-5 1-4-0 S 3x6 = 2x4 II 5 6 Scale = 1:74.0 13- 5xB 11 3x6 = 3x4 = 3x6 = 3x6 3.00 F12 6x8 = 13-4-7 0-3-4 r c� N OIv 6 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. TC 0.51 BC 0.82 WB 0.81 Matrix -AS DEFL. in (loc) I/clef] Ud Vert(LL) -0.36 11-13 >644 240 Vert(CT) -0.55 11-13 >423 180 Horz(CT) 0.10 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 208lb 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. 9-12: 2x4 SP No.1 WEBS 1 Row at midpt 3-15, 4-14, 7-13, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 9=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-567(LC 10), 13=-486(LC 10), 9=-552(LC 10) Max Grav 2=892(LC 15), 13=1899(LC 15), 9=1002(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2447/1453, 3-4= 855/820, 4-5= 226/515, 5-6=-172/512, 6-7=-180/534, 7-8=-1169/799, 8-9=-1410/879 BOT CHORD 2-16=-1 135/2521,15-16=-1095/2413, 14-15=-359/906, 11-13=-242/501, 9-11=-587/1203 WEBS 3-16=-201/793, 3-15=-1564/763, 4-15=-128/716, 4-14=-1233/589, 7-13=-924/523, 7-11=-198/887, 8-11= 463/380, 13-14=-1368/297, 6-14=-546/57 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Extedor(2E) 37-4-0 to 41-4-0 zone; 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 34 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 = IO.Opsf. 6) Bearing at joint(s)-2 considers parallel to grain value using ANSI/TPI 1 angle to gain 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 Gt=lb) 2=567, 13=486, 9=552. 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 ShTekUSA, Inc FL Ced 6634 16023 Swidgley Ridge Road, Chesterfield, 3I063017 Date: September 14;2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/16/2020 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 - fabdcation, 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 City Ply 1780 B BLK NO HS 147881765 2813299 - A13 - � - -Special Truss- - - - - T - 1 - -- - - -- - - - - Job Reference (optional) S CO 0 o.Yov s rug io 4v 1 rvu i en 111UUbtlie6, rrlo. Iv1on Oep 1J lb:bl:ld Gu21 liage l ID:g65k6Z?uVliuQXUS7?YA4XyW46R-A1 Wgg99elphed9Hol u7_uGiGRzVarFNhjv5YuHye?Gt r1-4-q 4-7-8 S 11-1 12-4-9 20-0-0 26-5-13 32-11-11 40.0.0 41 4 Q 1-4-0 4-7-8 1-3-9 6-5-8 7-7-8 6-5-13 6-5-13 7-0-5 1-4 0 3x6 = Scale = 1:74.0 6.00 12 2x4 11 _ 5 6 5x8 11 6x8 = 3x6 = 3x4 = 3x6 = 3x6 3.00 12 - -v 0 Iv l* as 4-7.8 7-9.1 17-7-8 -9- 8.11-17 - - - 10-3-4 Plate Offsets (X,Y)-- [2:0-0-14,0-0-71,[4:0-4-0 0-3-01 [5:0-3-0 Edqe] [8:0-3-0 0-3-01 [9:0-2-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud ES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.36 11-13 >646 240 FMT20244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.55 11-13 >424 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) -0.07 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 9-12: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 9=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-531(LC 10), 13=-561(LC 10), 9=-514(LC 10) Max Grav 2=872(LC 15), 13=1986(LC 15), 9=957(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2559/1373, 3-4=-855/727, 4-5=-177/422, 5-6=-125/466, 6-7=-122/445, 7-8=-1068/710, 8-9=-1310/791 BOT CHORD 2-16=-1087/2623, 15-16=-1042/2464, 14-15=-319/943, 11-13=-160/409, 9-11=-508/1114 WEBS 3-16=-168/765, 3-15=-1538/735, 4-15=-48/667, 4-14=-1308/613, 7-13=-917/513, 7-11=-201/889, 8-11= 466/384, 13-14=-1463/383, 6-14=-638/83 Weight: 210 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. - 1 Row at midpt 3-15, 4-14, 7-13, 6-13 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; 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 - - 3r Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at j6int(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) 2=531, 13=561, 9=514. - - 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. AndrewJohnsom PE No.84943 %TekDSA lnc.PLCed6634 16023Suf -ley Ridge Road,-Chesterfield,31063017 Date: - - -September-14,2021 A WARNING -Verify design'parameters andREAD NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 5/19/2020 BEFORE USE. 4�• 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 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 -required MiTek" always 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 1780 B BLK NO HS 147881766 2813299 A14 Special Truss Job Reference (optional) ou,ide- niawuuwo taia <.Ry, ant Ity, L - 0000r, o.4au s Auy ro cuc i rvn i eK muusrnes, inc. rvwn oep is in:oi:19 zuzl rage 7 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-eD4C1 VAGo7pVFJr_bbeDRUFQ3Nq-akhgyZr6Rkye?Gs r14-0 2-7-8 5-11-1 11-8-0 14-11-8 20-0-0 26-5-13 32-11-11 40-0.0 tl. 1-4-0 2-7-8 3-3-9 5-8-15 3-3-8 5-0-8 6-5-13 6-5-13 7-0-5 1-4-0 1 Scale = 1:74.0 3x6 = 6.00 12 2x4 II 6 7 c CZ 0 Sx6 = 5x12 = 5x8 = 3x6 = 3x4 = 3x6 = 3x6 = 3x6 I I 3.00 F12 v 10 11 I� I,n 00 2-7-8 11-8-0 20-0.0 2 -9 0 29-8-12 40-0-0. - 2-7-8 9.0-8 8-4-0 -9- 8-11-12 10-3-4 Plate Offsets (X,Y)-- [2:0-1-10,0-0-7], [4:0-3-0,0-3-4], [6:0-3-0,Edge], [9:0-3-0,0-3-0], [10:0-2-12,0-1-8], [15:0-2-8,0-2-8] [17:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.37 12-14 >631 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.55 12-14 >423 180 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:221 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. 10-13: 2x4 SP No.1 WEBS 1 Row at midpt 3-17, 8-15, 5-15 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 7-14 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-376(LC 10), 14=-879(LC 10), 10= 350(LC 10) Max Grav 2=728(LC 15), 14=2312(LC 15), 10=726(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2281/90113-4=-616/288, 4-5=-580/501, 5-6=01741, 6-7=0/371, 7-8=-14/749, 8-9=-558/309, 9-10=-803/391 BOT CHORD 2-18=-711/2395, 17-18=-716/2243, 16-17=-280/649, 15-16=-343/265, 10-12= 152/662 WEBS 3-18_ 33/642, 3-17=-1603/768, 4-16=-482/448, 8-15=-907/512, 8-12=-206/900, 9-12= 474/387, 14-15=-2171/1125, 7-15=-884/394, 5-16=-475/1195, 5-15— 997/504 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-9-4, Interior(1) 2-9-4 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 37 Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain -formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=376. 14=879, 10=350. 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 Jobason PE,No. 84943 11ifek USA, Inc. FL Cert 6634 16023 SaboeyRidge Road, Chesterfield, MO 63017 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 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 NO HS 147881767 2813299 B01 COMMON TRUSS 2 1 �178OBBLK Job Reference (optional) ) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:20 2021 Page 1 ID:g65k6Z?uV1iuQXUS7?YA4XyW46R-6PeaFrBuZQxMsTQB9JASzhndwnAFJHzzBDafzAye?Gr 1-4-0 L _ 6-8-4 _ 12-10.0 18-11-12 1�-6-11 25-4-0 1-4-0 6.8-4 6-1-12 6-1-12 0-6-15 5-9-5 co 1 5x6 Scale: 1/4'=1' i 4x4 3x4 = 4x6 = ST1.5x8 STP = 3x4 = = 19-6-11 3x4 = 6 m Io 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 0.52 BC 0.97 WB 0.42 Matrix -AS DEFL. in Vert(LL) 0.15 Vert(CT) -0.49 Horz(CT) 0.02 (loc) I/deft Ud 7-12 >452 240 7-9 >475 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 117lb 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 4-7 REACTIONS. (size) 6=0-4-0, 2=0-8-0, 7=0-8-0 Max Horz 2=279(LC 9) Max Uplift 6=-219(LC 10), 2=-448(LC 10), 7=-546(LC 10) Max Grav 6=178(LC 20), 2=927(LC 15), 7=1159(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1287/826, 3-4=-1067/739, 4-5— 156/543, 5-6=-115/263 BOT CHORD 2-9=-629/1299, 7-9=-227/603 WEBS 3-9=-456/444, 4-9=-241/860, 4-7=-930/113, 5-7=-454/569 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-10-0, Exterior(2R) 8-10-0 to 16-10-0, Interjor(1) 16-10-0 to 21-4-0, Exterior(2E) 21-4-0 to 25-4-0 zone; end vertical left and right exposed; porch 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. 57 * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=219, 2=448, 7=546. A) 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. - - Andrete Johnson PE No. 84943 MTek USA, Inc. FL Cent 6634 16023 Srihigley Ridge Road, Chesferfleld,116 63017 Dale: 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 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 ANSVTPlI 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 1780 B BLK NO HS 147881768 2813299 "" - 602 - 'GABLE - - - - T - 1 - - - -- Job Reference (optional) buuaers nrsrauurue tridnt Ulty, ru/, rider ugly, ru - 00001, a.4aU s AlIg 10 ZUe t IVII I eK Inausrrles, inc. ivion oep 1 a 1 b:b1 x2 ZU21 Vage 1 ID:g65k6Z?uVli uQXUS7?YA4XyW 46R=3omLfXC952B46naZGkCw26tytasgn2dGeX3m12ye?Gp 1.4-0 6-0-0 8-8-13 12-1%0 16-11-3 19-6-0 21-0-5 25-8-0 27-0-0 1-4.0 6.0-0 2-8-13 4-1-3 4-1-3 2-8-13 1-4-5 4-7-11 1-4-0 4x6 Scale = 1:52.0 2x4 11 9 2x4 11 8 10 6.00 F12 2x4 I 2x4 II 7 11 3x4 -:5- 3x4 2x4 11 6 12 2x4 11 012 11 5 2 .3 13 4x12 11 1 34 34 14 ST1.5x8 STP = 2x I 4 11 15 33 3x II 3 6 II co 2 16 m 17Iv 0 CS 29 28 27 26 25 46 24 23 47 21 s20 19 18 4x8 = 2x4 I - -- 3x6 11 2x4 I I 4x4 = 2x4 11 S11.5x8 STP = - 2x4 11 4x8-= 2x4 I I 2x4 II 3x10 = 3x6 11 2x4 11 2x4 11 12-10-0 . 14-10-10 , 19-8.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.21 25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.20 23-25 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(CT) 0.03 20 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 JOINTS OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-4-0, 20=0-8-0 Max Horz 2=-277(LC 6) Max -Uplift 2=-981(LC 8), 16=-330(LC 8), 20=-1472(LC 8) Max Grav 2=1258(LC 1), 16=264(LC 18), 20=1785(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2068/1546, 3-5= 2019/1554, 5-6=-2020/1601, 6-7=-1062/832, 7-8=-994/864, 8-9=-949/871, 9-10=-939/865, 10-11=-1009/876, 11-12=-1058/831, 12-13=-139/300, 13-15=-174/317, 15-16=-150/254 BOT CHORD 2-29=-1289/1846, 28-29=-1289/1846, 27-28=-1289/1846, 26-27=-1289/1846, 25-26=-1289/1846, 23-25=-1289/1846, 22-23=-234/254, 21-22= 234/254, 20-21=-234/254, 19-20=-234/254, 18-19= 234/254,16-18=-234/254 WEBS 12-20=-1235/927, 9-23=-434/445, 23-33=-771/1170, 33-34= 770/1162, 34-35=-802/1200, 12-35= 754/1155, 6-27=-410/538, 6-32=-1079/890, 31-32— 1039/859, 30-31 =-1 071/887, 23-30=-1090/901 Weight: 168 lb FT = 20% Structural wood sheathing directly applied or 3-4-2 oc purlins. Rigid ceiling directly applied or 4-9-6 oc bracing. 1 Brace at Jt(s): 30, 31, 33, 34 NOTES- 1) Unbalanced roof live loads have been considered for this design. 27 Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; 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 thismiss componerit — - - 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 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=981, 16=330, 20=1472. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 89 lb up at 2-10-12, 40 lb down and 89 lb up at 4.9-4, and 33 lb down and 87 lb up at 20-9-4, and 72 lb down and 186 lb up at 22-9-4 on top_ chord, and 28 lb up at 2-10-0, 5 lb down and 9 lb up at 4-9-4, 39 lb dawn and 81 lb up at 6-9-4, 39 lb down and 81 lb up at 8-9-4, 39 lb down and 81 lb up at 10-9-4, 39 lb down and 81 lb up at 12-9-4, 39 lb down and 81 lb up at 14-9-4, 39 lb down and 81 lb up at 16-9-4, 39 lb down and 81 lb up,at18-9-4, and 13 lb up at 20-9-4, and 6 lb down-a_nd 32 lb up at 22-9-4 on bottom chord.. The _ design/selection of such connection device(s) is the responsibility of others. AndrewJahason PE No.84943 fwLTAUSA, fac. FL Ced 6634 16013 Swkgley 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 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 andtoprevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 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 B BLK NO HS 2813299602 GABLE 7PIy1o7iJ0 Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:22 2021 Page 2 NOTES- ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-3omLfXC952B46naZGkCw26tytasgn2dGeX3m12ye?Gp 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 Uniform Loads (pif) Vert: 1-2=-54, 2-9=-74(F=-20), 9-42� 74(F= 20), 17-42=-54, 36-41=-40(F=-20) Concentrated Loads (lb) Vert: 23=-39(B) 25=-39(B) 26=-39(B) 28=-5(B) 5=0(B) 29=3(B) 3=0(B) 22=39(B) 21= 39(B) 19=6(B) 13=7(B) 18=23(B) 15=24(B) 46=-39(B) 47= 39(B) r �A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE "Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 1780 B BLK NO HS 147881769 2813299 - - CJ1 JACK -OPEN TRUSS -4 1 Job Reference (optional) t3wlders mrS16OUrce keiarn Laiy, rLJ, viam cny, t-L - Jdbb/, 1:1.4aU s Aug 16 2U21 MI I eK Inoustrles, Inc. Mon Sep 13 15:51:22 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-3omLfXC952B46naZGkCw26t2ua5CnHyGeX3m12ye?Gp -1-4-0 0-11.4 1-4-0 T 0-11.4 Scale =1:7.6 / 3x4 = 0-11.4- 0-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 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 Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4= 15(LC 1) Max Grav 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) « This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=195. Andrew Sohason PE \o.84943 3LTek USA, Inc FL Cert 6634 16023 Swingley Ridge Road, Chesterfield, 310 63017 Date: September 1-4,2021 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1780 B BLK NO HS 147861770 2813299 CAA JACK -OPEN TRUSS 2 - 1 - Job Reference (optional) ��"�� � • .. �.���.�� •�,.• --••,, �Y' o.wou s Muy 10 cuc r rvn i en uwusuies, nrc. ivion oep l o 1 b:bl:z3 zuzi rage 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-X- KjttDnsLJ- 4w9mgRj9bKPDe_OVWkCQtBpJaVye?Go 1-4-0i 0-11-4 1-4-0 0-11-4 0 3x4 = Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. _ DEFL. in (loc) I/deft _ _ Ud _ PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-4-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=-63(LC 1), 2=-305(LC 10) Max Grav 3=71(LC 10), 4=103(LC 10), 2=248(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or Jess except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=305. AndrerrJohnson PE \o.84943 3LTekDSA,lne. FL Cert 6634 16023 Stsiegleg Ridge Road, Chesterfield, MO 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 City Ply 1780 B BLK NO HS 147881771 2813299 CAB JACK -OPEN TRUSS 2 1 -- Job Reference (optional) buimers rrrsrauurce trunk uny, rL/, non[ idly, rL - OJ001, U.4JU S Aug lb ZU41 MI I eK Inaustnes, Inc. Mon Sep 13 15:51:24 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW 46R-?Bt54DEPdfRoL4kyO9EO8XyP401JFBSZ6rYt6xye?Gn 1-4-0 0-11-4 1-4-0 r 0-11-4 Scale = 1:10.2 c2 m 6 N ui O - Plate Offsets (X,Y)-- [2:0-3-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.01 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 Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 3=94(LC 10) Max Uplift 1=-109(LC 10), 3=-7(LC 10), 4=-59(LC 10) Max Grav 1=93(LC 15), 3=43(LC 1), 4=48(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; end vertical left 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 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) 1=109. AbdrewJ9.bmoa PE \o.84943 SDfekUSA, lac FL Cert 6634 16023 Srlfogtef 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 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 ANSVTPlt 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 1 1780 B BLK NO HS 147881772 2813299 CA V - Jack -Open Truss - 2 1 - Job Reference (optional) ���_� �•����� o • �•r, c.43u s Aug i o zuzi MI I eK Inausines, Inc. Mon Ziep 13 15:51:24 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-?Bt54DEPdfRoL4kyO9EOBXyONOmi FBSZ6rYt6xye?Gn -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 r 10 Io as LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 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 BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC-10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 0-11-4 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed 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 atjoint(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=181. AndrerrJohmon PE \o.84943 3SIekUSA, Inc FL Cert 6634 16023 Sitkoey 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. 6/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 1780 B BLK NO HS 147881773 2813299 CJ3 - JACK -OPEN TRUSS 2 1 - - - - Job Reference (optional) r3UllOerS nrsrauw ce tnarn ­uy, 11/, Want —uy, ID:g65k6Z?uVliiuQXUS7?YA4XyW46R-TNRTIYE10zZfzEJBxsldglVZ7o4Z_e KVIQeNye?Gm -1-4-0 2-1 1-4 1-4-0 2-1 1-4 Scale = 1:12.7 00 rn a 2-11-4 Plate Offsets (X,Y)-- [2:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-11-4 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=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=-41(LC 7) Max Grav 3=65(LC 15), 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; 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 jive 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=212. Andrew Johnson PE No. 84943 \LTek USA, Inc. FL Ced 6634 16023Swi_ jeyRidge Road, Chesterfield, hi063017 Dale: -September 14,2021 - A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not'+ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 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 CityPly NO HS 147881774 2813299- CJ3V Jack -Open Truss 2 1 - Job Reference (optional) t3uiiaers mrsizource kt-iant city, mj, riant t,Ily, I"L- 00001, 1-4-0 a.43D S Aug 16 ZUZ7 MI I eK Inaustrles, Inc. mon Sep 13 1 b:b1:Zb ZUZ1 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-xZ?rVuFf9GhWaOuLVZGsDy1 ktCR-j5xsZ91_Agye?GI 2.11.4 2-11-4 _ 6.00 12 - 3 Scale = 1:12.7 o 2 ti n ST . x8 P = 0 6 �. 3.00 F12 3x4 Plate Offsets (X,Y)-- [2:0-0-15,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 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 2=132(LC 10) Max Uplift 3= 57(LC 10), 2= 149(LC 10) Max Grav 3=74(LC 15), 2=196(LC 15), 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of'20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 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=149. AudreirJohnsab PE \o.84943 1LTek USA, Inc. FL Cert 6634 16013 SRboej Ridge Road, Chesterfield, MO 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 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 1780 B BLK NO HS 147881775 2813299 CJ5 JACK -OPEN TRUSS 2 1 - - - - Job Reference (optional) o..'u... I l' Ian �, . y, „y, 110000r , 0.4,5U 5 MUg ID ZUZ I IVII I eK Inuu51ne5, Inc. Mon Sep I:1 1 b:bl :26 ZU21 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R=xZ?rVuFf9GhWaOuLVZGsDy1 dZCluj5xsZ91_Agye?GI -1-4-0 4-11-4 1-4-0 4.11-4 Scale = 1:17.6 6.00 12 ca N ,n. N - N q ST 8S P= 1 ° p 4 4x4 4-1.1-4 4114 Plate Offsets (X,Y)-- T2:0-1-4.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) 0.15 4-7 >380 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.14 4-7 >419 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -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=185(LC 10) Max Uplift 3=-124(LC 10), 2=-261(LC 10), 4=-73(LC 10) Max Grav 3=124(LC 15), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 3=124, 2=261. 7) This truss design requires -that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Johnson PE No.84943 ALT& USA, Inc. FL Cert 6634 16023 Swingley Ridge Road, Chesterfield, 3IO 63017 Dale: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must 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 1780 B BLK NO HS 147881776 2813299 - CJ5V - Jack -Open Truss - 2 1 - - - Job Reference (optional) ` OUIIUGIJ I V Ly, 1 Lf, 1....L V y, I -L- V .', -1-4-0 4 6.1fGU 5 HU(J 10 LUL 1 IVII 1 eK Inu u5r n as, Inc. IVI on aep l d I=12/ 2U[1 rage 1 - ID:g65k6Z?uVliuQXUS7?YA4XyW46R=PmZEjEGHwapNCYTX3Ho51AagCbifSYB?opnXjGye?Gk 4-11-4 4-11-4 Scale=1:17.6 0 m N N m 6 3x4 I - - Plate Offsets (X,Y)-- [2:0-0-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.51 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 4-7 >937 _ 180 - - BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 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=185(LC 10) Max Uplift 3=-113(LC 10), 2=-161(LC 10) Max Grav 3=138(LC 15), 2=265(LC 15), 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other jive 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=113, 2=161. 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, Inc FL Cert 6634 16013 Sivpeey Ridge Road; Chesterfield, MO 63017 Date: --September 14,2021- e A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 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 1780 B BLK NO HS 147881777 2813299 EJ7- JACK -OPEN TRUSS 7 1 - Job Reference (optional) "�,•�"„' ••"•""`-•"" \' •`^, •• ..'.), -n „'•,• `"•),' - -----• r 0--b Huy IU ZUc 1 IVII ItlK 111UUbtF1U5, uru. mun nep 1,1 10::)1:;iu zuz1 rage 1 ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-gLFMLGIADVCy3?B6kPLoNoCHzpflfvxSUn?BKbye?Gh 1-4-0 7.0-0 1-4-0 7.0.0 0-1 E 44 = 7-0-0 a Scale = 1:23.2 LOADING (psf) SPACING- 2=0-0 CSI. DEFL. in (loc) I/defl _ Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.19 4-7 >437 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.20 4-7 >410 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 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=241(LC 10) Max Uplift 3— 165(LC 10), 2=-185(LC 10) Max Grav 3=204(LC 15), 2=343(LC 15), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=165, 2=185. 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. I D AndrewJohnsou PE No.84943 3hTekDSA, Inc FL Cert 6634 16023 SwinjeyNdge Road, Chesterfield, 310 63017 Date: -September 14,2021 - A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 MiTek' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Duality 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 Job Truss Truss Type City Ply 1780 B BILK NO HIS147881778 2813299 EJ7A JACK -OPEN TRUSS 1- ],Job Reference c tional Buucers Firsiaource triani Giry, FQ, Piani ury, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:31 2021 Page 1 ID:g65k6Z? uVIiuQXUS7?YA4XyW 46R-IXpkYcJo—pKoh9mi l7s1 w01aRD8tOK3bj Rlks1 ye?Gg 7-0.0 7-0-0 2x4 11 exw — 2x4 11 2x4 II 2x4 Scale = 1:23.7 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 0.30 Vert(LL) 0.00 1 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 35lb FT=20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-0-0. (lb) - Max Horz 2=237(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6, 2 except 7=-105(LC 10), 8= 100(LC 10) Max Grav All reactions 250 lb or less at joints) 6, 2, 7, 8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-467/160 WEBS 4-7=-127/380, 3-8=-233/459 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 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) Gable studs spaced at 2-0-0 oc. 61 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) 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. 9) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2 except Qt=1b) 7=105, 8=100. Andrew Johnson PE No. 84943 3hTekUSA, Inc. FL Cent 6634 16023 Siifngey Ridge Road, Chesfer6eld,1l0 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 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 ANSI1rPI1 Quality Criteria, DSB-89 and BC51 Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1780 B BLK NO HS 147881779 2813299 EJ7V Jack -Open Truss 6 - - 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 15:51:32 2021 Page 1 I D:g65k6Z?uVli uQXUS7?YA4XyW46R-mj M7myKQk6SfIJLUsgNGSDHbmcJ l7pQkx5U IOTye?Gf 1-4-0 7-0-0 1-4-0 7-0.0 c 4x4 Scale = 1:22.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.20 4-7 >408 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.21 4-7 >398 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 25lb 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=241(LC 10) Max Uplift 3— 169(LC 10), 2= 179(LC 10) Max Grav 3=206(LC 15), 2=341(LC 15), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - - 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) -Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ' 3=169, 2=179. 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 Mifek USA, Inc FL Ced 6634 16023 SofugleyRidge Road, Chester0eld, M0 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-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 ANSbTPl1 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1780 B BLK NO HS 147881780 2813299 EJ210 Jack -Open Truss 13 1 Job Reference o ticnal UV triant Ulty, rah sail trity, rt_ - aaao/, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:28 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW 46R4y7cwaHwhuxEgiljd-JKIN7vU?5MB?R91 TW 4Fiye?Gj -1-4-0 2-10-0 1-4-0 2-10-0 Scale=1:12.4 2-10-0 2-10-0 Plate Offsets (X,Y)-- [2:0-1-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 4-7 >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/TPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=129(LC 10) Max Uplift 3=-29(LC 9), 2=-298(LC 10), 4=-25(LC 15) Max Grav 3=20(LC 15), 2=517(LC 15), 4=35(LC 10) 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 at=lb) 2=298. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 227 lb down and 285 lb up at " -1-4-0 on top 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 l) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 1=-200(F) Andrew Johnson PE.No. 84943 MTek USA, Inc FL Cert 6634 160I3 Swiglel• Ridge Road, Chesterfield, 510 63017 Date: September 14,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. —Design T , valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is MiTek always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII 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 1780 B BLK NO HS 147881781 2813299 EJ21OA JACK -OPEN TRUSS 2 1 Job Reference (optional) �• ••+• �••r• • •-�• �• • „y, - �•+-+ 6.40U s HU9 I U LUL I IVII I eK inausines, Inc. Mon jep 13 1 b:S1:z9 2u21 Page 1 I D:g65k6Z?uV Ii uQXUS7?YA4XyW 46R=L8h_7wHYSB45RrcvAigZrbfF7PRywShIF7Gen8ye?Gi -1-4-0 2-10-0 1-4-0 2-10-0 Scale = 1:12.4 0 Plate Offsets (X,Y)-- [2:0-0-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc puffins. 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=129(LC 10) Max Uplift 3=-39(LC 10), 2=-257(LC 10), 4=-26(LC 7) Max Grav 3=49(LC 15), 2=234(LC 1), 4=36(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=257. AndrerrJohmon PE No.84943 ShTek USA, Inc FL Cert 6634 16023 SMIroeyRidge 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 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 is MiTek° 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 ANSUTPII 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 1780 B BLK NO HS 147881782 2813299- EJ210C Jack -Open Truss 1 1 - - - Job Reference (optional) 13uloers f-irstSource (Plant City, FL), tant City, PL - : bbl, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:29 20 1 Page 1 I D:g65k6Z?uVliuQXUS7?YA4XyW 46R-LBh-7wHYSB45 RrcvAigZrbf6oPGXwNuI F7Gen8ye?Gi 1-4-0 2-0-7 2-10-0 1-4-0 2-0.7 0-9-9 m v Scale = 1:12.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.00 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.13 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. - WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 6=0-11-5 Max Horz 6=129(LC 10) Max Uplift 4=-388(LC 1), 5=-467(LC 1), 6=-1015(LC 10) Max Grav 4=310(LC 10), 5=388(LC 10), 6=1223(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-192/348 BOT CHORD 2-6=-43/266 WEBS. 3-6=-580/1249 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 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 studs spaced at 2-0-0 oc. 51 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=388, 5=467, 6=1015. - - - 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 128 lb up at -1-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 1=-90(F) Andrew Johnson PE No. 84943 MiTek USA, Inc. PL Cert 6634 16013Sub9leyRidge Road, Chesterli ld,1f063017 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. -'Dbsign — — valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web 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 ANSVTPl1 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 1780 B BLK NO HS 147881783 2813299 EJ210D JACK -OPEN -TRUSS 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 15:51:30 2021 Page 1 ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-gLFMLGIADVCy3?B6kPLoNoCRApolfurSUn?BKbye?Gh 1-4-0 1-10-15 2.10-0 1-4.0 1-10-15 0.11.1 REQUIRED Scale = 1:15.0 1-4-4 1-4-4 1-5-4 1-5-4 1-10-15 0-5-it 2-10-0 0.11.1 Plate Offsets (X,Y)-- [4:0-3-2,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 2 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-11-5 except Qt=length) 1=0-1-8, 4=Mechanical. (lb) - Max Horz 7=146(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 4 except 1=-385(LC 10), 7=-350(LC 10), 6=-158(LC 1), 6=-158(LC 1) Max Grav All reactions 250 lb or less at joint(s) 6, 4 except 1=412(LC 15), 7=404(LC 1) 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 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 studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 1=385, 7=350, 6=158. 10)-Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. - - 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 340 lb down and 1002 lb up at -1-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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: 1-8= 76, 4-8=-54, 2-5=-20 Continued on page 2 Andrew Johnson PE No.84943 IhTek USA, Inc FL Ced 6634 16023 SwineeyP4dge Road, Chesterfield,110 63017 Date: September -14,2021- A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. --Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 WOW 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 16023Swingley 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 1780 B BLK NO HS 147881783 Job Reference o tional 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:30 2021 Page 2 ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-gLFMLGIADVCy3?B6kPLoNoCRApolfurSUn?BKbye?Gh LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 1=-300(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��' a truss system. Before use, the building designer must 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 ANSVTPI1 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1780 B BLK NO HS 147881784 2813299 HJ7 DIAGONAL HIP GIRDER 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 15:51:35 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-Al2F0zMJ11gEAm43Xyxz4sv90gJIK4xBe3jy?oye?Gc 4-2-0 5-8-13 Scale=1:22.8 Jxb 'i ;JXb = -" 9-9-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.47 6-9 >251 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.45 6-9 >259 180 BCLL 0.0 * Rep Stresslncr NO WB 0.34 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 42lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-157(LC 8), 2=-335(LC 8), 6=-287(LC 5) Max Grav 4=146(LC 1), 2=298(LC 1), 6=247(LC 3) FORCES. (lb) - Max. Ccmp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-487/638 BOT CHORD 2-6= 631/492 WEBS 3-6= 510/653 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Gj Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 4, 335 lb uplift at joint 2 and 287 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-4-15, 60 lb down and 75 lb up at 1-4-15, 3 lb down and 100 lb up at 4-2-15, 3 lb down and 100 lb up at 4-2-15, and 24 lb down and 149 lb up at 7-0-14, and 24 lb -down and 149 lb up -at 7-0-14 on top chord, and 41 lb down and 48 lb up at-1-4-15, 41 lb down and 48 lb up at 1-4-15, 5 lb down and 13 lb up at 4-2-15, 5 lb down and 13 lb up at 4-2-15, and 17 lb down and 33 lb up at 7-0-14, and 17 lb down and 33 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Continued on page 2 Andrew Johnson PE No. 84943 31i1ekUSA, Inc.FI, Ced 6634 16023 Sriineey Ridge Road, Chesterfield, 110 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 1e 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 Oty Ply 1780 B BLK NO HS 147881784 2813299 HJ7 DIAGONAL HIP GIRDER - 1 1 Job Reference (optional) Builders First3ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Man Sep 13 15:51:35 2021 Page 2 ID:g65k6Z?uVliuOXUS7?YA4XyW46R-Al2FOzMJ11gEAm43Xyxz4sv90gJIK4xBe3jy?oye?Gc LOAD CASE(S) Standard Concentrated Loads (lb) ' Vert: 3=41(F=20, B=20) 10=150(F=75, B=75) 11=-47(F=-24, B=-24) 12=51(F=26, B=26) 13=4(F=2, B=2) 14=-30(F= 15, B= 15) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWTP11 Quality Criteria, DSB-69 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 780 B BLK NO HS1476817852813299 HJ7V DIAGONAL HIP GIRDER - 1 1 L1b---- Reference (optional) Buucers rirswource (Pianl city, FL), Piant City, t-L - 33be7, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:35 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-Al2FOzMJ11 gEAm43Xyxz4svDpgOmK5LBe3jy?oye?Gc -1-10-10 5-11-11 9-10-13 1-10-10 5-11-11 3-11-2 Scale = 1:23.1 3x4 = 5-11-11 3-11-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL._ in (lot-) _ Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-MSH Weight: 40lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-9-13, 5=Mechanical Max Horz 2=291(LC 8) Max Uplift 4=-201(LC 8), 2= 229(LC 8), 5=-153(LC 8) Max Grav 4=245(LC 13), 2=412(LC 1), 5=426(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1119/390 BOT CHORD 2-7=-578/1122, 6-7=-584/1116 WEBS 3-7=0/270, 3-6=-1113/578 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber,DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading -requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 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 201 lb uplift at joint 4, 229 Ib uplift at joint 2 and 153 lb uplift at joint 5. - 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: 1-2= 54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=-40), 8=0(F=10, B=10)-to-5=-49(F=-15, B= 15) AndreiY Johnson PE,No. 84943 UtTekLSA, Inc. FL Ced 6634 16023 %fogley Ridge Road, Chester0eld, hf0 63017 Date: September 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. _ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 1780 B BLK NO HS 147881786 2813299 HJ210 DIAGONAL HIP GIRDER 1 T Job Reference (optional) Builders Firstbource (Plant Glly, rL), I'lant Glty, I-L - 33567, 1-10-10 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:33 2021 Page 1 I D:g65k6Z?uVIiuQXUS7?YA4XyW 46R-EwwVzIL2VQaW wTwhPYuV?RgvPOgjsFguAl Erwwye?Ge 3-11-5 3-11.5 Scale = 1:12.1 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 >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 FBC20201TP12014 Matrix -MP Weight: 15Ib 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=0-10-15, 4=Mechanical Max Horz 2=129(LC 8) Max Uplift 3=-39(LC 8), 2=-172(LC 8) Max Grav 3=60(LC 13), 2=162(LC 13), 4=40(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-11-5 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 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 studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8)-Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) ' 2=172. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-4-15, and 60 lb down and 75 lb up at 1-4-15 on top chord, and 48 lb up at 1-4-15, and 48 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) Andrew Johnson PE No. 84943 MTek USA, Inc. FL Cert 6634 16023 Sismgley Ridge Road, Chesterfield,110 63017 Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ---Design valid for use only with 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 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 City Ply 1780 B BILK NO HIS 147881787 2813299 HJ21OA DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-10-10 cl 0-4-14 2x4 = 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:33 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW 46R=EwwVzIL2VQaW wTwhPYuV?RgvPOoXsFguAl Erwwye?Ge 3.11-5 3-11-5 Scale = 1:12.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress ]nor NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 15 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 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=0-6-1, 4=Mechanical Max Horz 2=128(LC 8) Max Uplift 3=-32(LC 5), 2= 250(LC 8), 4=-48(LC 13) Max Grav 3=42(LC 1), 2=229(LC 1), 4=36(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=5.Opsf; h=15ft; B=45ft; L=40ft eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a-10.0 psf bottom 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) 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=250. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 98 lb up at 1-4-15, and 54 lb down and 98 lb up at 1-4-15 on top chord, and 24 lb down and 36 lb up at 1-4-15, and 24 lb down and 36 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase 1.25,- Plate Increase=1.25 - Uniform Loads (plf) Vert: 1-3=54, 4-5=-20 Concentrated Loads (lb) Vert: 9=53(F=27, B=27) 10=72(F=36, B=36) Andrew Johnson PE \o. 84943 3LTek USA, Inc FL Cert 6634 16023 Swingley Ridge Road, Che5letfield,110 63017 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and 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 1780 B BLK NO HS 147881788 2813299 HJ210B DIAGONAL -HIP GIRDER 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 15:51:34 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R=i6UtBdLgGkiNYdVtzFQkYeN3_Q8jbhv1 PPzPTMye?Gd -1-10-10 3-11-5 1-10-10 r 3.11-5 2x4 11 ADEQUATE SUPPORT REQUIRED Scale = 1:14.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.35 Vert(LL) 0.05 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 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 Mechanical except at=length) 4=Mechanical, 6=0-8-0. (lb) - Max Horz 6=143(LC 8) Max Uplift All uplift 100 lb or less at joints) except 1=-137(LC 8), 4=-113(LC 1), 5=-149(LC 1), 6=-456(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 4, 5 except 6=553(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-276/219 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 137 lb uplift at joint 1, 113 lb uplift at ' joint 4, 149 lb uplift at joint 5 and 456 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 54 lb up at 1-4-15, and 50 lb down and 54 lb up at 1-4-15 on top chord, and 28 lb down and 44 lb up at 1-4-15, and28 lb down and 44 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. S) 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: 1-8=-75, 4-8=-54, 5-7=-20 Concentrated Loads (Ib) Vert: 10=56(F=28, B=28) 11=-56(F= 28, B=-28) Andress Johnson PEA. 84943 11ifek USA, Inc. FL Cert 6634 160I3 Srooey Ridge Road, Chesterfield, 310 63017 Date: September 14,2021 Q 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 vedfy 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 g diagonal or X-bracing; is always required. See BCSI.' ' and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For c1-2 c2-3 wide truss spacing, individual lateral braces themselves Q-1/1 G may require bracing, or alternative Tor I WEBS 03 4 bracing should be considered. 4 p�' �, N o:: 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. 0- � 4. Provide copies of this truss design to the building O designer, erection supervisor, property owner and For 4 x 2 orientation, locate c7-8 c6-7 cs-s H all other interested parties. plates 0- 'lid' from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. 9. Unless expressly noted, this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant; preservative treated, or green lumber. PLATE SIZE ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses' are designed for wind loads in the plane of the truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI' 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values BEARING established by Others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry, Standards: 19. Review all portions of this design (front, back, words ANSI/TPI1: National Design Specification for Metal g p and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, a 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, MiTek 21.The design does not take into account any dynamic Installing & Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 0 r� 258 Southhall Lane, Suite 200 F D S Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES September 24, 2021 Building Department Ref: Adams Homes Lot: Lot 63 Blk. 1 Subdivision: Fort Pierce - Waterstone Address: 8617 Merano Ave. Model: 1780 B RHG KA # 21-8331 Truss Company: Builders First Source Date of drawings: 9/14/2021 Job No.: 2813299 Wind Speed: 160 Exposure: C Truss Engineer: Andrew Johnson To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 9/24/2021 9/24/2021 9/24/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo Torres, P.E. FL. # 56126 FL. #78750 FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" ti 111 I • 1r 00 01 1r ®1 1. evil f INA IMF /IN= Y'1-1�����1���1�1 ® 1 1r rr r 1r r1 •. 11 11 17 Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 09/24/2021 By: ES Submittal No.: Project No.: 21-8331 Project Eng.: Luis Torres Project Name: Adams Homes - Ft. Pierce - Waterston - Lot 63 Blk 1 VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO A ROVAL GONE CEILING FRAMING REOUMD IN FIELD BY BUILDER MAINIM FORGERESST(NOSYSTMW HYBRIDWOWMS -16 IMPORTANT ENCLOSED ERPOSORECATEGORYC OCCUPANCY CATEGORY B This Drawing Must Be Approved And WIND LOAD 160 MPH WeID IMPORTANCE FACTOR LD0 Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FORA 10.0 PSF BOTTOMCHORD LWE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APprova BELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 P8p BEEN ACCEPTED. TCDL• 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF By Date TOTAL- 37 PSF TOTAL: 55 PSF DURATION: 1.26 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS, 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO IXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL: 1 1780 B BLK ADDRESS: 8617 MERANO AVE LOT / BLOCK: 6311 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: KSANCHEZ JOB 9, 2813299 DATE: 09/10l2021 SCALE NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301