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Home My WebLink AboutTrussy REVIEWED FORr�..:� FS .�� 1 a CODE COMPLIANCE - W= `- ST. L.UCIE COUNTY M'iT6k® BOCC RE: 2867147 1780 B BLK NO US Site Information: Customer: Adams Homes Port St Lucie Lot/Block:--172 PH3- Address: 5313 VESPERA ST City: Fort Pierce Pro'ect Name: 2867147 odel: 1780 2 Car Subdivision: WATERSTONE State: FL -- MITek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 - 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, dated 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 No. Seal# Truss Name Date 1 147881753 A01 9/14/2021 21 147881773 - CJ3 9/14/2021 2 147881754 A02 9/14/2021 22 147881774 CJ3V 9/14/2021 3 147881755 A03 9/14/2021 23 147881775 CJ5 9/14/2021 4 147881756 A04 9/14/2021 24 147881776 CJ5V 9/14/2021 5 147881757 A05 9/14/2021 25 147881777 EJ7 9/14/2021 6 147881758 A06 9/14/2021 26 147881778 EJ7A 9/14/2021 7 147881759 A07 9/14/2021 27 14788,1779 EJ7V 9/14/2021 8 147881760 A08 9/14/2021 28 147881780 EJ210 9/14/2021 9 147881761 A09 9/14/2021 29 147881781 EJ21OA 9/14/2021 10 147881762 A10 9/14/2021 30 147881782 EJ21OC 9/14/2021 11 147881763 All 9/14/2021 31 147881783 EJ210D 9/14/2021 12 147881764 Al2 9/14/2021 32 147881784 HJ7 9/14/2021 13 147881765 A13 9/14/2021 33 147881785 HJ7V 9/14/2021 14 147881766 A14 9/14/2021 34 147881786 HJ210 9/14/2021 15 147881767 601 9/14/2021 35 147881787 HJ21OA 9/14/2021 16 147881768 B02 9/14/2021 36 147881788 HJ21OB 9/14/2021 17 147881769 CJ1 9/14/2021 18 147881770 CAA 9/14/2021 19 147881771 CJ1B 9/14/2021 20 147881772 CJ1V 9/14/2021 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. Florida COA: 6634 _ 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. Any project specific information included is for MiTek customers file reference purpose only, and was -not taken into account in the preparation of these designs. MiTek 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. 1 of 1 And* Johmmm PE Pb.84W, MiTek USA; I&K 6160 1� hdilgllORidgeRom;enesieifidd 14063017 September 14, 2021 Johnson, Andrew Job Truss Truss Type Qty Ply 17110 B BLK NO HS 147881753 2867147 A01 Special Truss 10 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 15:50:58 2021 Page 1 ID: g65k6Z?uV liuQXUS7?YA4XyW46R-mBJGdKv5lgAUD5lyshml42tgCvjH9BRk7oFVCRye?H B 88-3-1-11 20-0-0 6-11005 3-1-0-0 4--0155 --0-0101 r1-0 1 0 165 28-1511-1 At 4-Q 1 40 5x6 5x8 :::- 3.00 12 31-4-0 _ _ _ 5x8 Scale = 1:72.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.60 12-13 >795 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.91 12-13 >525 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.53 10 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS 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=-1185/752, 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(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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. - - - - - - I - - --- 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. Audi';r hur"a PE Nro.81913 ARM USA: lac: FL Cert 6634 I,6033 Swkle3'Ridge Road, C6.terne14; N1061017 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1780 BBLK NO HS 147881754 2867147 A02 Hip Truss 1 1 Job Reference (optional) Duuuerb rustouurce triant uny, rLh riant Uny, rL - 0o001, t3.43U s Aug 16 ZUZ1 MI IeK Inaustrles, Inc. Mon bep 13 lb:b0:b9 2021 Page 1 V ID:g65k6Z?uV IiUQXUS7?YA4XyW46R-ENtegfwj WzlLfEK8QP HXdGQ1 CIA BumbuMS?2kuye?HA r1-4-Q 5-11-1 8-&0 14-0-11 19-0-0 21-0-0 25-7-4 31-4-0 34-0-15 40-0-0 Al-0-Q 5-11-1 2-8 15 5-8 11 4-7-0 - 2-0.0 4-7 4 5-&11 2-8 15 5-11-1 1-40 ST1.5x8 STP = 26 1 2 - 5x8 = 3.00 12 8.8-0 5x6 = 5x6 = 6 7 4x4 = 5x8 31-4-0 -_ Scale = 1:74.3 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 lncr YES Code FBC2020/TP12014 CSI. TC 0.63 BC 0.85 WB 0.49 Matrix -AS DEFL. in (loc) Vdefl Ud Vert(LL) 0.55 17 >877 240 Vert(CT) -0.79 14-16 >609 180 Horz(CT) 0.51 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 257lb 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 4-18, 5-17, 8-16, 9-14 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) 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=486212600, 10-11=-5098/2750 BOT CHORD 2-19=2328/4920,-18-19=-2008/4472, 17-18=-1150/2750, 16-17=-700/1979, 14-16=1150/2673, 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=4681830, 7-16=-468/830, 8-16=-1143/678, 8-14=-327/845, 9-14=1 725/931, 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Exterior(2R) 13-4-2 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 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. 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. A.64oi6,ourevo.ai§a VRe,Y GSA:Iat: Fi. Ced ti6JJ IGd7� Sxinglry-Rldge Rnad; C6nlnflehl.SlD.Ga017' 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 Mrrek® connectors. This design is based only upon parameters shown, and is loran 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 buss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Svingley 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 BL_K NO HS 147881755 2867147 A03 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 15:51:012021 Page 1 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-Am?OFLy_2bY34YTXXpK?ihVMn7i7MZtApmU9pmye?H8 r1�-Q 5-11-1 , 8-&0 12-0-4 17-0-0 23-0-0 27-5-12 31-0-0 34-0-15 40-0-0 A1.4-Q 1-40 - 5-19-1 2-8-15 3-10-4 4-5-12 6-0.0 4-5-12 3-10-4 2-8-15 5-11-1 - 1-40 - 5x6 = 5x8 = 6.00 12 6 4x12 % 3.00 rl2 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP ND.3 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 Gram 2=1815(LC 15), 11=1818(LC 16) 4x4 =- - - 23-0-0. _ 31-4-0 40-0-0 - ' 8-4-0 8-8-0 7:0-6-0,0-2-81,110:0-3-0,0-3-01,[11:0-2-7,0-0-91[17:0-7-0 0-5-7] CSI. DEFL. in (loc) I/defl Ud PLATES TC 0.64 Vert(LL) 0.68 13-14 >823 240 MT20 BC 0.95 Vert(CT) -0.96 13-14 >500 180 WB 0.95 Horz(CT) 0.56 11 n/a n/a Matrix -AS Weight: 244 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-16 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. 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 114-2,-Extedor(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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Bearing at joint(s)-2, 11-considers parallel to grain value using ANSI/rPI 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. Scale=1:74.4 4x12 GRIP 244/190 FT = 20% Auar<iv J.hm- PE:N...W43 .mrr.k GSA, I FL 6633 160P Sw6giey R1ege Road. 6ertrtee[4 VIO 63017' VW: September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2.020 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 MiTeke is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and 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 2867147 A04 Hip Truss 1 1 Job Reference (optional) r.o..I y, r-"- 0000r, o.wu s mug to zuzi run ex lnuusmes, Inc. rvlon oep to 1o:oruz zuzl rage 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-eyYnThzcpugwii2j5XrEFu2W3 W1 n55cK2QDiLDye?H7 r1-0-0 5-11-1 8-11-0 15-0-0 2O-0D 0 25-0-0 31-4 0 34-0-15 40-0-0 41-4-Q 1-40- 5-11-1 2-815 6-4-0 5-0.0 5-0-0 6-4 0 2-8 15 5-11-1 1-40 6.00 12 3x6 5x6 424 3 ST1.5x8 STP = 23 1 2 16 qI 12x14 0 4x12 ; 3.00 12 5x6 = 3x4 = 5x6 = 5 6 7 Scale=1:76.8 25 8 l7 5x6 < 6 v 9 ST1.5x8 STP = - 26 - 0 _ 10 11 Iq 4 0 - 4x12 1 8-&0 _ 15-0-0 _ _ 25-0-0 _ _ 3141-0 40-0-0 _ _ _ _ _ 8-8-0 6-4-0 10-0-0 6-4-0 8-8-0 Plate Offsets (X,Y)--[2:0-2-7,0-0-9],[3:0-3-0,0-3-0],[5:0-4-0,0-2-8][7:0-4-0,0-2-8],[9:0-3-0,0-3-0],[10:0-2-7 0-0-9] [12:0-7-0 0-5-7] [16:0-7-0 0-5-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.55 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/rP12014 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(1_13 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,-Intedor(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 BCDL = 10.Opsf. 7) 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. 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. Andre;;JA ene PE _ve.alsa3 3UTelc USA: Iu FL C,d 6634 16d23 SAualey;Rldae R63d,.COnleHkid, 11063017' Uare' 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI1 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 147881757 2867147 A05 HIP TRUSS 1 1 Job Reference (optional) ouuuers rlrstaource triant uky, rL/, riant uny, rL - OODD/, d.43U S Aug 16 ZU21 MI I eK Inoustrles, Inc. Mon Sep 13 15:51:U3 2U21 Page 1 ID:g65k6Z?uV IiUQXUS7?YA4XyW46R-6869gl zEaConKsdwfEMTn6anUwTtgSbTH4zGtfye?H6 r1�-Q 5-11-1 13-0-0 20-8-0 27-0-0 31�-0 34-0-15 40-0-0 1-40 5-11-1 15 -7-8-0 6-4-0 4-40 2-&15 5-11-1- 1-40 Scale = 1:76.8 6.00 12 8x10 11 - 2x4 II 5x8 = - 4 26 27 5 28 296 it 16 15 ST1.5x8 STP = 5x12 — 3x4 I I 3x6 ZZ 3x8 G 6x8 = - - 3.00112 13-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr 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) I/defl L/d 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:'222lb 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 1D-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 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 Grav 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=0/251-1 4-13=-724/1429, 6-13=-5121271, 6-12=253/652, 7-12=-1083/607,7-11=-293/784, 8-11=-2801258,13-16=-412/497,4-17=-223111077 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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 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, Intefior(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 & 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) 9 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=492, 9=537,-17=1277. 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 Andy a J.6- PE Vo: 84943 sheetrock be applied directly to the bottom chord. _ wr<kUSAt 1 r:Pccert e634 16013 Swlunlff RWge ku.d. Ctntcrlkld; N063017 Datr. September 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 ANSIfTPI1 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 147881758 2867147 A06 HIP TRUSS 1 1 Job Reference (optional) tsuneers rlrsta0urce trlant coy, t-Lj, rlant cny, rL - 3300t, 2 43u s Aug 1b 2uzi MI I eK Inaustnes, Inc. Mon Sep 13 lb:51:04 2021 Pagel I D: g65k6Z?uV I iu QXU S 7?YA4XyW46R-aKgXu N_s KWweyOC6Dyti KJ7lm KkJZOI dVkipQ5ye?H5 r1-4-Q 5-9-4 11-0-0 16-4-0 20 8-0 29-0-0 31 4 0 34-0-15 40-0-0 41-0-Q 1-4-0 5-9-4 5-2-12 5-4 0 4-40 8-40 2-4-0 2-8 15 5-11-1 1-4-0 5x6 = 5x8 = 4x6 = 5x6 = 6.00 F12 428 29 530 6 31 32 7 33 3x4 e ST1.5x8 STP = �27 Scale = 1:75.2 ST1.5x8 STP = `? _ o 35 us 4 YJ \l1 O � - I N 11 0 20 19 17 16 ' ST1.5x8 STP = 3x6 = 3x4 = 2x4 I 3x8 i — 3x6 ZZZ 3.00 L12 6x8 = 4x4 = ,1.1-0-0, _ _ 16-0-0 20-8-0. 21-8-p. 29-0-0 31-4-0 40-0-0 ' 9-4-0 '1-8-0' 5-40 ' 4-40 -0- 7-4-0 2-4-0 8-8-0 Plate Offsets (X,Y)--[2:0-2-9,0-1-8],[4:0-4-0,0-2-8],[5:0-4-0 0-3-0] [7:0-4-0 0-2-8] [10:0-2-10,0-0-7] [14:0-6-4,0-4-12] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (Iec) Vdefl 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 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-18: 2x4 SP No.1, 6-16: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-20, 5-19 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 (Ib) 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, 10-12=1198/2407 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 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 5-4-2, Exterior(2R) 5-4-2 to 16-7-14, Interior(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 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 dt=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 A dY J.16 o PENa.9ival sheetrock be applied directly to the bottom chord. Eflr<hUSA^; 1,.aFL ClIt 66 4 16023 swloy% Magi :Raid. Chnt.&W.]1067017 Dale: - . September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51IM020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedy, the applicability of design parameters and properyincorporate 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 ANSIfTPl1 Quality Criteria, DSB-09 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 _ 147881759 2867147 A07 HIP TRUSS 1 1 Job Reference (optional) Hunaers mrsibource (Plant Glty, t-L), Plant Glry, t-L - JJbbf, t1.4JU S Aug 1b ZUZ1 MI I eK industries, Inc. mon Sep 13 15:b1:U5 2u21 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-2XEv5j?U5p2VZ9nlmfOxsXg1 uk501RymkOSMyXye?H4 r1-4-Q 6-0.1 9-0.0 1.1-4 20-8-0 264-0 31-0-0 34-0-8 40-0-0 p1-0-Q 1-4-0 6-0-1 2-11-15 6-4-0 5-4-0 5-8 0 4-8 0 3-0.8 - 5-11-8 1 4 0 6.00 FIT ST1.5x8 STP = 2728 , 0 1 5x6 4 5x8 = 30 315 2x4 I I 6 3x8 = 32 7 33 5x6 = 8 Scale=1:75.2 ST1.5x8 STP = 3435 d I44 \�\ 10 11 Iv 3637 20 19 18 17 16 15 3x6 = 2x4 11 ST1.5x8 STP = 3x4 = 2x4 11 - 3:00 112 3x6 3x6 = 6x8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress,lncr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 26-4-0. 31-4-0 _—_40-0-0- CSI. DEFL. in (loc) I/defl Ud TC 0.70 Vert(LL) 0.25 12-13 >999 240 BC 0.80 Vert(CT) -0.38 12-13 >979 180 WB 0.69 Horz(CT) 0.16 10 n/a n/a Matrix -AS BRACING - TOP CHORD BOT CHORD WEBS 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 - PLATES GRIP MT20 244/190 Weight: 212 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 1 Row at midpt 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. 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 to 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 20zOpsf-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 ANSIfrPI 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=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. Aoarcw.laEoroc PE _S., 83903 Elmer( USA, Iac FL Cen 604 16023 SnrnQreyInds, Road. 6eslerfl0d, MO 63007 Dale: September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedly 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 iVliTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1780 B_BLK NO HS_ 147881760 2867147 A08 HIP TRUSS 1 e� Job Reference (optional) uwwc,a ni aw�u, �c tnai a i.uy, r�/, Went uuy, r� - 0000r, a.4ou s Aug lb ZUZI MI I eK Incustrles, Inc. Mon Jep l;t 10:bl:Uy ZUZI rage l ID:g65k6Z?uVliuQXUS7?YA4XyW46R-xITQx42?92Yw2n43?VTt1 NgiBLQEEEbMfOQa5Jye?HO r1A-Q 3-9-4 7-0-0 9-4-0 11-10-11 16-9-5 21-8-0 255-5 29-2-11 33-0-0 36-3-5 40-0-0 4JA; 1-4-0 3-9 4 - 3-2-12 2-40 2-6 11 4-10-11 4-10-11 3-9 5 3-9 5 3-9 5 3-3 5- 3-8 11 1 4 0 5x6 5xB = 6x8 = 4x6 = 2x4 11 3x8 = 6.00 12� 5x6 = 4 5 32 33 34 356 36 737 38 839 40 4542 43 10 3x4 i 3 ST1.Sx8 STP = 25 3x6 = 2x4 I I FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 24 23 44 22 21 ST1.5x8 STP = 4x6 = 5x8 = 3x6 11 3x6 = 45 20 46 3x4 = 1- , 16-9-5 , - 19 47 2x4 II 8x12 = 3x4 11 16 51 15 ?x4 II _ 5x8 = 14 2x4 I I 3.00112 Scale = 1:75.2 7 ST1_5x8 STP 12 13 IT Ill� 0 40-0-0 3x6 ZZ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) Udefl 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/TPI2014 Matrix-MSH Weight: 437 lb 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, 11-15=-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 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Co. 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 (6), 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. Aud,,44A.mn PEN.81943 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 2111r�k Osti m-: FL CM 6634 16023 Wfigln'radge Road. 6.1irrbid; N063a17' will fit between the bottom chord and any other members. D.W 9) Bearing at joint(s) 12 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify September 14,2021 capacity of bearing surface. P ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE.' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not an a truss system. Before use, the building designer must verify the applicability of design parameters d 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 ANSIITPII Quality Criteria, DSB-89 and Best 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 2867147 A08 HIP TRUSS 1 n L Job Reference (optional) esuuaers rnsta0urce triant uny, t-LI, riant miry, rL - ca00r, 0.gau s rwg 10 zuzl Ivll I eK Inaustrles, inc. Mon tsep 16 10:01:ue zuz-I rage z ID:g65k6Z?uVliuQXUS7?YA4XyW46R-xITQx42?92Yw2n43?VTt1 NgiBLQEEEbMfOQa5Jye?HO NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=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 chard.. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard - -- 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-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(8) 46=39(13) 47=39(8) 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 Mil-7473 rev. 5/192020 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 fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 147881761 2867147 A09 Special Truss 2 1 Job Reference (optional) cunaers mrsmource Irlant cny, rt_j, mant Lary, rL - 3355r, 6.43U s Aug 1b 2U21 Mi I eK Industries, Inc. Mon Sep 13 15:51:10 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-PU1o8Q3dwMgngxfGZC_6ZaNvJlpFzhQVug97dlye?H? rl4-q 5-11-1 , 8-8-0 , 13-7-1 20-0-0 265-13 32-11-11 40-0-0 S114-Q 1-4 0 5-11-1 2-8-15 4-11-2 6-415 6-5 13 6-5 13 7-0.5 1-4 0 Scale=1:74.0 46 = 2x4 I I 6 7 14 6x8 = 3x6 = 3x4 = 3x6 = 3x6 3.00 FlY 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 0.59 BC 0.82 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d -0.36 12-14 >643 240 -0.55 12-14 >422 180 . 0.11 14 n/a n/a PLATES GRIP MT20 244/190 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 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=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=-1991539, 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=l7=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=40f; 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, Extedor(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) 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 flit 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 (jt=lb) 2=583, 14=452, 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. Aodrew.ro►o PE_`fo:8494J ,1DTek USA, roe. FL Ced 6634 160VI SWI.g eq'Ridpe Road, Ch—fkid.31D 61e17' D,te: September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 M020 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 andfor 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 ANSUT13I7 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 2867147 A10 GABLE 1 2 Job Reference (optional) lam wry, FL. 33563 - - - - 8.430 s Aug 162021-MTeklndustries,-Inc. Tue Sep 14. 09:31:502021 Page-1- 6-10-12 10-10-12 12-10-12 15-1-10 ID:g65k6Z?uV liu QXUS7?YA4XyW46R-IK_DWAHDQmgTFv7n2ukexl2KSETaRzSs3i6Awkydmct • -1 411 4-1 0-1 5 8-10-12 10-3-0 12-5-0 14-4-12 20_ 24-10-6 26-7-8 29-8-12 33-3-13 40-0-0 ,41-4-0 Qau-12 0 1-8-0 2-0-0 ' t-4-80=7-81-6� '' 1=6-0 ' ' 4-10-6 '- 4-10-6 ' 1-9-2 1 3-id 3-7-1 - - 6-8-3 0-5-12 0-8-14 Scale = 1:72.0 5x6 6.00 F12 13 14 X. - 20 zf /0 2J Sx8 3x4 = 34 3& 31 30 29 Sx6 = 3x4 = = US = 13-4-2 - 6-10-12 10-10A2 13-3-3 15-1-10 2-3-14 4-10-12 5-4-14 9-6-0 1 -3 12-10-12 14-4-12 I 20-4-0 20 7 10 24-10.6 29-8.12 40-0-0 2-3-14 2-6-14 0'64 2-7.4 0-9-4 2-0-0 014 0'-8-14 5-2.6 0- - 0 4-2-12 4-10.6 10-3-4 - 1-5-14 0-7-8 0-0-15 - 5x8 = 2I Plate Offsets (X,Y)-- [2:0-4-0,0-3-1],[9:0-3-0,0-3-0] [13:0-3-8 0-2-8] [22'0-4-0 0-3-1] [27:0-3-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d 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 FBC20201TPI2014 Matrix-MSH Weight: 639 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except: 27-35: 2x4 SP No.2 P 10-0-0 cc bracing: 22-24. WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 41, 42, 43, 44, 46, 49 4-39,38-48,7-47,36-49,32-50,34-51: 2x4 SP No.2 OTHERS 2x4 SP No.3 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 at joint(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=4221121, 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=6291466, 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=-226/713, 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 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. indm:7oi6a"nreka9iga3 4) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ucekUSAZloc.FLCert"34 II; Ex C; Encl., GC 1-0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 late grip DOL=1.60 t�°ns ^oyel aw°e koa4 cenle neN toe�on' 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 September 14,2�21 Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. P A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall _ 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 ANSIITPII 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 2867147 A10 GABLE 1 2 Job Reference (optional) ,..�.,..4,R'Z n nnDeQ'm" uomca, oic. ,ueZ wua `u<uu ragee ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-IK_D WAHD QmgTFv7n2ukexl2KSETaRzSs3i6Awkydmct NOTES- ' 6) Building Designer / Project engineer responsible for verifying applied roof live 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 oc. 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 2-0-0 wide will fit between the bottom chord and any other members. 11) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20"/o 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 30, 32 except (jt=lb) 2=969, 29=1297, 22=287, 31=176, 33=479. 13) Hanger(s) or other connection device(s) shall be provided sufficient to supportconcentrated 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 6-10-12, 16 Ill, up at 10-10-12, and 195 lb up at 12-1042, 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(1`=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 parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. ��' Design validfor 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 _ RiTek� _ 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 iVl 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_ Qty Ply 1780 B BLK NO HS 147881763 2867147 A11 Special Truss 1 1 Job Reference (optional) ouuueia rn alouw cn tnenr i 11y, rr-/, runt uny, rL -Doom, 0.43U 5 AUg 16 ZUZI MI IeK Inaustrles, Inc. Mon Sep 13 15:51:162021 Pagel ID: g65k6Z?uV liuQXUS7?YA4XyW46R-EeP3P U70WCRxOs7QwT5WprdwpAsaNOgOGbcSgPye?Gv 'rl-4-4 5-11-1 8-18 13-108 20-0-0 26-2-6 32-11-11 40-0-0 414-Q 1 40 5-11-1 2-8 7 5-3 0 6-1-8 6-2 6 6-9-4 - 7-0.5 1 4 0 S 0 0 Scale = 1:74.0 3x6 = 2x4 11 6 7 14 ` 6x8 = 3x6 = 3x6 = 3x6 = 3x6 G 3.00 rl2 _ 40-0-0 _ 7Qm�v I� 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 FBC2020rrP12014 CSI. TC 0.59 BC 0.82 WB 0.76 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.37 12-14 >623 240 -0.56 12-14 >413 180 0.11 14 n/a n/a PLATES GRIP MT20 2441190 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= 1330/243, 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=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, Intefior(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 R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSlrrPI 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=584, 14=451, 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. aaam:donosa. re:�o.519a3 MIT.4 USA. lac: Fr: Cen 6634 16023bMn2lvy 1Uds,.itnad, CMsivrrlrl4 310 G7d17' 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 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 ANSIITPII 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" - Qly Ply 17110 B BLK NO HS �112 147881764 2867147 Special Truss 1 1 Job Reference (optional) uu„ucio rnar.r�u,w it,rain—y, r-,c, IL any, ��-a000r, 0.93U s Aug 10 GUL I IVII I ex Inaustrles, Inc. Ivion Jep 731o:oi:l r zuzi rage1 ID:g65k6Z?uV IIUQXUS7?YA4XyW46R-iryScp8OHVZo??icTAcIL397pZCx6gOXVFM?Mrye?Gu 'r1-0-0� 5-11-1 fib-7-� 13-4-7 20-0-0 265 3 32-1 11 1 40-0-0 A1-40 '1-40'-6-8-15 - - -6-7-9 6-5.13 6-5-13 ' -- 7-0.5 140 Scale = 1:74.0 3x6 = 2x4 I I 5 6 S 0 0 13 " 5x8 I I 3x6 = 3x4 = 3x6 = 3x6 % 3.00 F12 6x8 =_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.36 11-13 >644 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.55 11-13 >423 180 BCLL 0.0 Rep Stresslncr YES WB 0.81 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS 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=-1801534, 7-8=-1169/799, 8-9=-1410/879 BOT CHORD 2-16=1135/2521, 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=-1981887, 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, Intedor(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) 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 = I O.Opsf. 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) except at=lb) 2=567, 13=486, 9=552. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andri. JAI rw PEN.. 84933 Mirek USA: I.,:FL Cen 6634 16OZ3 S-iople<••Rldge Road,,CGnUrfkl43f063e17' September 14,2021 ® WARNING - Verify design parametersend 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 properlyincorporate 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 ELK NO HS 147881765 2867147 A13 Special 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 15:51:18 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-A1Wgg99elphed9Holu7_uGiGRzVarFNhjv5YuHye?Gt r14-11 4-7-8 5-11-1 12-4 9 20-0-0 26-5-13 32-11-11 40-0-0 fl%N 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 Scale=1:74.0 3x6 = 6.00 12 2x4 I I 5 6 5x8 i 24 25 3x4 7 4 5x6 3x4 8 T1.5x8 STP = 3 ST1.5x8 STP = 23 26 1 2 14 910 Iq 16 15 I� 6x8 = 27 28 12 11 0 0 44 = 13 5x8 11 6xS = 3x6 = 3x4 = 3x6 3.00 12 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.36 11-13 >646 240 MT20 244/190 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 file BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 210 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. 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 Harz 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. (lb) -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=-104212464, 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 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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) 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 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) except Qt=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. AwM )A6,■ ee:.No. e4941 \1neY USA; Inc. FL Ceet 6634 160L1 Sleingley Mg. Rmd.CSntertleld, 31063017' Dale: September 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 ANSIITPII quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Chesterfield, MO 63017 Job - Truss ype Qty Ply 1780 B_BLK NOHS rrpu.s.s,.T 147881766 2867147 A14 Truss 1 1 Job Reference o tional uun�c,a, uaww,..=tr,o,u—y, r�1, 11-1 ,ny, r�-ooaor, 0.96U smug lb ZUZI[Vlll eK lnouslrles, Inc. ivion Sep l3 lo:oi:l`J zu2i vagei ID:g65k6Z?uVliuQXUS7?YA4XyW46R-eD4C1VAGo7pVFJr bbeDRUFQ3Nq_akhgyZr6Rkye?Gs r1-0-Q 2-7-8 5-11-1 11-8-0 14-11-8 20-0-0 265-13 32-11-11 40-0-0 41-4-Q 1-40 2-7-8 3-39 5-815 3-38 5-0.8 6-513 --- -- 6-513 7-0.5 1-40 Scale = 1:74.0 3x6 = 6.00 12 2x4 II 6 7 S 0 Oxb = 5x12 = , 5x8 = 3x6 = 3x4 = 3x6 = 3x6 _ 36 II 3.00 F12 10 f019I- 11 0 _ 2-7-B 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 CS1. DEFL. in (loc) Udefl Ud 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 FBC20201TP12014 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=-2281/901, 3-4=616/288, 4-5=-580/501, 5-6=0/741, 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=1603/76B, 4-16=-482/448, 8-15=-907/512, 8-12=-206/900, 9-12=-474/3B7, 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 forthis 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 1&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) 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 chard 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. Aodrew J.6- PE N.. 8d943 31Qek USA. lne: FL Cen 6634 16e23 Sringlev Ridge Rp4d.CTntern<Id, N061017' 11'ie• September 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ��' Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1780 B BLK NO HS a 147881767 2867147 B01 COMMON TRUSS 2 1 Job Reference (optional) Source (Plant City, FL), Plant Gity, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Man Sep 13 15:51.20 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-0PeaFrBuZQxMsTQB9JASzhndwnAFJHzzBDafzAye?Gr 1.4-0 6-8-4 12-10-0 18-11-12 1 6- 1 25-4-0 1-4-0 6-8 4 6-1-12 6-1-12 0.6.1 5-9-5 5x6 Scale: 1/4"=l' 6 Io 4x4 = 3x4 = 46 = ST1.5x8 STP = 3x4 = 3x4 = 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) Vdefl - Ud 7-12 >452 240 7-9 >475 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-7 REACTIONS. (size) 6=0-4-0, 2=0-8-0, 7=0-8-0 Max Harz 2=279(LC 9) Max Uplift 6=219(LC 10), 2=448(LC 10), 7=546(1_C 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, Interior(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. 5) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=219, 2=448, 7=546. 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. And"J.h.f PEN. 849/3 mrr.4 CSA: 1—Til, Celt "34 16023 SMhgl.r Rids. Road, Ch W11fl.W, ND 61017' D.1[: September 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web andror 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 ANSIITPII 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 80 B BLK NO HS 147881768 2867147 B02 GABLE 1 1 ri'.,t Reference (optional) •+�,�_� ,-, �,�,+,+„� t....., ��q, ��/, riei a any, ram - 0000r, o.yaU S Aug 10 LULI SO eK Inousines, Inc. Mon Sep 1J i=i:zz zuzi rage 1 ID: g65k6Z?uVliuQXUS7?YA4XyW46R-3omLfXC952B46naZGkCw26tytasgn2dGeX3ml2ye?Gp 1-0-0 6-0.0 8-8-13 12-10-0 16-11-3 19 8-0 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-B-13 1-4-5 4-7-11 1-40 r� oI 1 4x8 = 1. 2x4 II LO U LO LO 3x6 I I - 2x4-11 2x4 11 2x4 11 14 6-0-0- 10-1-4 _ 4x6 2x4 II 9 9x4 II L3 4x4 = 3x10 = LL Ll 20 IV 2x4 I I ST1.5x8 STP = 3x6 11 2x4 I I 2x4 11 22-4-12 2x4 II 4x8 = - Scale = 1:52.0 WIT - 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 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 FBC2020/rP12014 Matrix-MSH Weight: 168lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 30, 31, 33, 34 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=77111170, 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=-1071/887, 23-30=1090/901 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); 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 perANSI1TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. _ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=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 Ib up at 4-9-4, and 33 lb down and 87 lb up at 20-94, and 72 lb down and 186 lb up at 22-9-4 on top Aad"Jona,aaeevo.84943 chord, and 28 lb up at 2-10-0, 5 lb down and 9 lb up at 4-9-4, 39 lb down and 81 lb up at 6-9-4, 39 lb down and 81 lb up at 8-94, pRT,kUSA; I..FLCend4.ii 160E3 Sw1hofey Rldv Road. Chmledleld. NIO 63e17' 39 lb down and 81 lb up at 10-9-4, 39 lb down and 81 lb up at 12-9-4, 39.Ib 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 at 18-9-4, and 13 lb up at 20-9-4, and 6 lb down and 32 lb up at 22-9-4 on bottom chord. The September 14,2021 design/selection of such connection device(s) is the responsibility of others. ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must 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 andfor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Type City Ply 1780 B BLK NO HS147881768 TGrABLE 2867147 B02 1 1 Job Reference (optional) ouuueia rn mouui ce lrmrn i.ny, rt_f, r-H -Ly, r� - aaovr, o,gou s Aug lb ZUZI mi I eK Industries, inc. ivlon sep l3 1=1:L2 ZU2l F'age 2 I D: g65k6Z?uV liuQXU S7?YA4XyW46R-3 omLfXC952 B46naZGkCw26tylasgn2dG eX3m12ye?Gp NOTES- 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: 1-2=54, 2-9=-74(F=-20), 9-42=74(1`=-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) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119=20 BEFORE USE. ' Design valid for use only with Mrrel G 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 MI building design. Bracing indicated is to prevent bucIding of individual truss web andfor 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 ANSI1TPI1 quality Criteria, DSB419 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 147881769 2867147 CA JACK -OPEN TRUSS 4 1 Jab Reference (optional) UUnucia 1-11—UL11— lria a lily, rlal II lily," - OOOor, OAJU 5 AUg lO LUCI IVII I eK InousOles, Inc. Mon oep lJ lo:Ol:zz ZU21 rage i ID:g65k6Z?uVliuQXUS7?YA4XyW46R-3omLfXC952B46naZGkCw26t2ua5CnHyGeX3m12ye?Gp I -1-4-0 0-11-4 ' 1-4-0 - - - 0-11-4 - - 77 m 0 CJ O 0-11-4 Scale =1:7.6 viate Onsets (A,T)-- lz:U-1-4 U-U-2I LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 2441190 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 FBC2020rrP12014 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(1_C 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. Il; 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 Iliad nonconcurrent with any other live loads. 4) ' 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. 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=195. AOdfiw, J.W w PE-Vo.84943 MrT.k CSA: toc'FL Ccrt 6634 16013 Swlo¢Ie1 Itldae Ro-id; CtinlrrlkLt; MO 64R17' 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 MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual budding component, not a truss system. Before use, the building designer must verifythe 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 ANSIRPII Quality Criteria, DSB49 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 s _ Truss Type Qty Ply 1780 B BLK NO HS _ TrJulsA 147881770 2867147 JACK -OPEN TRUSS 2 1 Job Reference (optional) ��„��, , „�..+��,� \• .a, ,.. y' , 1), . ,a,,. q, -�-.+.+.+.+,, 0- 5 MUIy to Luc I IVII I UK InUU51rle5, Inc. IVIUn aep lJ-10:01:ZJ ZUZI rage 1 ID: g65k6Z?uV l iuQXUS 7?YA4XyW46R-X_IgttD nsLJxjw9m gRj9bKP De_OVVVkC QtBpJaVye?Go 1-4-0 0-11-4 1-4-0 0-11-4 0 JX4 = Scale =1:7.6 Y 0 M m 0 N u) 0-8-0 0.3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)- Vdefl Ud PLATES TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 _GRIP 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/TPI2014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 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 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; 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 (jt=1b) 2=305. AndreirdoYe.au In;)7o.849A3 3ffr1k USX. hi.: FU 6rt 604 1Gb23 S»toS�'Ridge Read, C6esleefleld, VIO6J01T' Deli: September 14,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is far 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 MiTeke 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 ANSIRPII 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 Jab Truss Truss Type Qty Ply 1780 B BLK NO HS _ 147881771 2867147 CAB JACK -OPEN TRUSS 2 1 Job Reference (optional) —y, ter, 1i 11 . Ly, -.1, DAJU s Aug lD LUG -I IVII I eK Inousiries, Inc. Mon Sep 7J lo:ol:z4 ZUZI rage 7 ID:g65k6Z7uVliuQXUS77YA4XyW46R-7Bt54DE PdfRoL4kyO9EOBXyP401JFB SZ6rYl6xye7Gn -1-4-0 0-11-4 1-4-0 0.11 4 Scale=1:10.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 5 >999 240 MT20 2441190 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/TPI2014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) - 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. Camp./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; cantilever left exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 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=1b) 1=109. A.&i[ Johurou MY... 84943 Alff& USA; Inc FL Celt 6634 I602,1 Saln¢Iry flltlye Road, ChHrerneW. No 63017 - September 14,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE. USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Type _ Qly Ply 1780 B BLK_NO HS Fruss 147881772 2867147 Jack -Open Truss 2 1 Job Reference (optional) I.... I'ny, r-� - �.��/, O.gsu s Aug l0 LUZ I IVII I eK Inciuslrles, Inc. mon Sep l3 i*:w:z4 2UL1 rage l • ID:g65k6Z?uVliuQXUS7?YA4XyW46R-?Bl54DEPdfRoL4kyOgEO8XyONOmiFBSZ6rYl6xye?Gn -1 A-0 0-11-4 1-4-0 0-11A m f4I4 0 0 -- Plate Offsets (X.Y)-- f2:0-0-15.Edoe Scale =1:7.6 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 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 Hcrz(CT) O.OD 2 n1a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=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) Bearing atjoint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except 0=1b) 2=181. Audrtw 4.6— FEN.. S1943 Alfreh USA. Ire: FL Cert 6634 16013 SwluQl!yRidp kuad, Chnterrkrd; 510 63017 D•1<: September 14,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19Pt020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 TypeQty Ply 1780 B BLK NO HS FJACK-OPEN 147881773 2867147 CJ3 TRUSS 2 1 Job Reference (optional) , y' �� - aau�r, OAJU 5 Aug 10 GU.41 IVII I eK Inaustrles, Inc. ivion oep 7J lO:ol:zo zuzi rage i ID:g65k6Z7uVIiuQXUS77YA4XyW46R-TNRTIYE 1 OzZfzEJ8xsldglVZ7o4Z_eiiKV IQeNye7Gm i -1A-0 2-11A 1-4-0 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d 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 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 Max Horz 2=132(LC 10) Max Uplift 3=-62(1_C 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; 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 live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=212. AOdriirJ.6.. Ft N .8403 :llfrdc CSA: lwe FGCert 6634 16023 SirloglgRldp Read, CT etferneh NO 63017' Dale: September 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and. properly Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DS"9 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 1760 B BLK NO HS 147881774 2867147 CJ3V Jack -Open Truss 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:26 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-xZ?rVuFf9GhWaOuLVZGsDy1 ktCRJ5xsZ91_Agye?GI 1 4-0 2-11-4 ' 4:1 ' - 2-114 - - Scale = 1:12.7 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) -0.01 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 FBC2020lrP12014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc 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=-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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=149. A.d,;4J0* ... PE :vo: 609JJ 31RA USA: Inc FL cen 6634 160L1 SNleplg aNlpe Rnnd, ChHlrrfletd, VO 63a1T D.1 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 ANSIITPI1 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 147861775 2867147 CJS JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders Firstsource (Plant ulty, FL), Plant Gity, FL - 33557, &ZO s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:26 2021 Page 1 ID:g65k6Z7uVliuQXUS77YA4XyW46R-xZ7rVuFf9GhWaOULVZGsDyldZCluj5xsZ91 Agye7Gl 1�-0 4-11-4 1-40 4-11-4 Scale = 1:17.6 4x4 = 4-11-4 4-11-4 Plate Offsets (X,Y)-- [2:0-1-4,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.15 4-7 >380 240 MT20 2441190 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 FBC2020/TPI2014 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: 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 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 Qt=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. AndmrJlb►�PE.Vo.819/J b1O'ek USA: M.: FL Cat 6674 16023S1•Inglny Ridge R.A. C6n1e1eAd. NO 63.017' Pak: September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511MO20 BEFORE USE. Design valid for use only with MTeM connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSVTPt1 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 _ _ 147881776 2867147 CJ5V Jack -Open Truss 2 1 Job Reference (optional) tounuers rnstaource triant uny, rL/, rlant kny, rL - 00001, -1-4-0 1 3x4 0.40U 5 Aug "Ia,dUZI NII I eK 1noUStrleS, Inc. tvion aep io io:w:zr zuz1 rage 1 ID:g65k6Z?uV IIUQXUS7?YA4XyW46R-PmZEjEGHwapNCYTX3Ho5lAagCbifSYB?opnXjGye?Gk N N co Q Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Veri(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 FBC2020/TPI2014 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; 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 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) except Qt=lb) 3=113, 2=161. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. And" JoN]aa PE Yo:8A943 llrreh ESA; IncFL Cen 6634 16023 s%'tbg1ey, Ridge Rind QrV'rara 31063017 Derr. September 14,2021 ®WARNING - Verify design parameters and RE AD NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �' Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing Mlle ke 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 I ANSIlTPI1 Quality Criteria, DS"9 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 17,10 B 131K NO HS 147881777 2867147 E.17 JACK -OPEN TRUSS 7 1 Job Reference (optional) tSunaers rirsibource (viant Gny, FL), Hlant uny, hL - JJbbr, C.43U S Aug 1b ZUZI mi I eK inauslries, Inc. man zjep iJ io:*I:JU ZUZI rage I ID:g65k6Z7uVliuQXUS7?YA4XyW46R-gLFMLG IADVCy3?B6kPLoNoCHzpflfvxSUn?BKbye?Gh 1 1-0 7-0-0 1-40 7-0-0 1 44 = LOADING (psf) SPACING- 2=0-0 CSI. TCLL 20.0 Plate Grip DO[ 1.25 TC 0.80 TCDL 7.0 Lumber DOL 1.25 BC 0.73 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/rP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 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 Scale=1:23.2 d 7-0-0 DEFL. in (lac) 11defl Ud PLATES GRIP Vert(LL) 0.19 4-7 >437 240 MT20 244/190 Vert(CT) -0.20 4-7 >410 180 Horz(CT) -0.01 3 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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 at=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. Andfe'w J.Iwmn PE"No. 84943 %ureic USA: 1— FL cart 604 16023 S, l zley Rldsse Road. CLealaAald, NO 63017 Dale: September 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 vedly the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1780 B BLK NO HS 147881778 2867147 EJ7A 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. Mori Sep 13 15:51:31 2021 Page 1 ID:g65k6Z7uV IiuQXUS77YA4XyW46R-IXpkYcJo_pKoh9m 117s1 w0IaRD8tOK3bj RIks1 ye7Gg -1�-0 7-0-0 1.4-0 7-0-0 i 2x4 11 5 /xv 2x4 11 2x4 11 Zx4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.30 Vert(LL) 0.00 1 n/r 180 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 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(1_C 10), 8=-100(LC 10) Max Grav All reactions 250 lb or less at joint(s) 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 Scale=1:23.7 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 20% 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 Corner(3E) zone; 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 requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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=lb) 7=105, 8=100. Audrtn.rohus"u PE _No. 84943 Nfr,k GSA; rer: FL Ce0 6634 i60Z3 Swfagley RLige Road, cheater IAL 510630171 Uale: September.14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual lmss web and/or chord members only. Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 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 147881779 2867147 EJ7V Jack -Open Truss 6 1 Job Reference o tional ounaers nrslouurce trianl l,iry, rL/, riant L'Ky, rL - oanor, , t _A_n LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 it 4x4 15,Edge 7-0-0 0.431.1 S AUg lb ZUZt mi I eK Inaustrles, Inc. Mon Sep 13 15:b1:32 zuzl Pagel Scale = 1:22.9 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.20 4-7 >408 240 MT20 244/190 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.21 4-7 >398 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a Code FBC2020/TP12014 Matrix -AS Weight: 25lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 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; 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) 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. Mdr<AJA.0 PE S.. 94943 HRek USA: 1 FL C<rt 6634 16023 SW.glq Mdg, Rued, CEnr<rneK %to 63017' ll.le: September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall _ building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qly Ply 1780 B BLK NO HS 147881780 2867147 EJ210 Jack -Open Truss 13 1 Job Reference o tional tsumers mrstsource trlant r:ny, t-Lj, Plant L;ny, rL - =br, t1.4JU S Aug Ib ZUZI MI I eK Inaustnes, Inc. mon Sep 13 Ib:bI:Zt1 ZUZI rage I ID:g65k6Z7uVliuQXUS77YA4XyW46R-ty7cwaHwhuxEgi 1jd_JKIN7vU75M B7R91 TW4Fiye7Gj -1-4-0 2-10-0 1-4-0� 2-10-0 0 Scale=1:12.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 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 BOLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 11lb 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=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. Structural wood sheathing directly applied or 2-10-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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 0=1b) 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 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: 1=200(F) .4nd1ii:I V.0 FE.Yo:.S19JJ 51frek ESA, rnc'FU Ceti 66JJ 16013 Sldn¢lly Alder Auad, Chnletil,I&NIO eaplw Usu• September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 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 MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII 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 ELK NO HS - 147881781 2867147 EJ21OA JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:29 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-LBh_7wHYSB45RrcvAigZrbfF7PRywShIF7Gen8ye?Gi -14-0 2-10-0 ' 1-4-0 ' 2-10-0 - , 0-4-0 , 2-10-0 0 4-0 2-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 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/TPl2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 (lb) or less except when shown. Scale=1:12.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc puffins. BOT CHORD 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) 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 of20.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 Ito uplift atjoint(s) 3, 4 except Qt=lb) 2=257. Andre7.,TA6Penn. 84943 MIT.Ir USA: I— FT. Cen 604 16023 S.IuQley PJdgp $nod 6Wff leW. \IO 63D17 DW: September 14,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE Mll-7473 rev. 5/1942020 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 andfor 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/TPH Quality Criteria, DSB.89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Infomration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss ypeQty Ply 1780 B BLK NO HS FJ,,ksOpen 147881782 2867147 EJ210C Truss 1 1 Job Reference (optional) it6curce (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:29 2021 Page 1 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-L8h-7wHYSB45RrcvAigZrbf6oPGXwNuIF7Gensye?Gi -1-4-0 2-0-7 i2-10-0 1-4-0 2-0-7 0-9-9 - Scale=1:12.4 1-6.12 - 2-10-0 1-112 1-3-4 Plate Offsets (X,Y)— [2:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d 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: 13lb 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/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 Do. 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) except (jt=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) Aodrii, Jdo .too FEN.. 84047 \71Te4 USA: fuc' FL Urn 6634 16023 SAlnpiry''Rldge Road, CSestrr&kL NO 63017 Uotr: - September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1 MOM 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 Criteda, 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 1180 B BLK NO HS 147861783 2867147 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 1315:51:30 2021 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-gLFMLG IADVCy3?B6kPLoNoCRApolfurS Un?BKbye?Gh -1-0-0 1-10-15 2-10-0 ' 1-4-0-1-10-15 - 0-11-1- REQUIRED 1-10.15 , 2-10-0 - Scale=1:15.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 FBC2020rrP12014 Matrix -MP Weight: 16Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10.0 cc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-11-5 except at=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 atjoint(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; MWFRS (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 cc. 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,E=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 Aodrtw 7Amau PE Vo. 8J943 \Inelr USA, lot: FL Cart 667J 16023 S fh2lq RWp Read. CSnfrrneW. NO 62D17' U.lr: September 14,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511M020 BEFORE USE. �- Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate thisdesign 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 ANSIfTPl1 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 2867147 EJ210D JACK -OPEN TRUSS 1 1 Job Reference (optional) ounuerb rnbwource triant any, rt-f, riant Uny, rL - aa00f, LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 1=300 fl 1:1.431.1 s Aug 10 2U21 MI I eK Industries, Inc. Mon Sep 13 1b:b1:30 2021 Page 2 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-gLFMLGIADVCy3?B6kPLoNoCRApolfurSUn?BKbye?Gh A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5fl92020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based orgy 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 andfor 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 ANSIITPII 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 147881784 2867147 HJ7 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) ce (Plant City, FL), Plant City, FL - 33561, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 1315:51:35 2021 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-AI2FOzMJ 11 gEAm43Xyxz4sv90gJIK4xBe3jy?oye?Gc -1-10-10 4-2-0 9-10-13 0-1 1-10 4-2-0 5-8-13 Scale = 1:22.8 ax0 — 3x6 = — y-a-a - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 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 Stress Incr NO WB 0.34 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-MSH Weight: 42Ill FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. 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. Comp./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 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); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections.- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 (pit) Vert: 1-4=-54, 5-7=-20 Continued on page 2 Avdreir Johmw PE Va 84943 hirrr4 rsA: I-, FL Cat 6634 16023 Siluglry Rider Road, COnlerfkid, 31063037' Daly: September 14,2021 A WARNING- Vedfy, 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 vedy the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 1780 B BLK NO HS 147881784 2867147 HJ7 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) --••--•- • ••�•�-•-•�� • •�• •• �••>• �,• —Y, mgau s mug lb zuzl mi I eK Industries, Inc. Man Sep 13 lb:bl:3b 2021 Page 2 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-Al2FOzMJ11 gEAm43Xyxz4sv90gJIK4xBe3jy?oye?Gc LOAD CASE(S) Standard Concentrated Loads (Ib) 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(1`=-15, B=-15) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 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 appliwbllily of design parameters and properly incorporate this design Into the overall _ building design. Bracing Indicated is to prevent buckling of Individual truss web andror 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 ANSIffPII 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 780 B BLK NO HS 147881785 2867147 HJ7V DIAGONAL HIP GIRDER 1 1 Lbll • eference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 1315:51:35 2021 Pagel ID:g65k6Z7uVliuQXUS77YA4XyW46R-Al2FOzMJllgEAm43Xyxz4svDpgOmK5LBe3jy7oye7Gc -1-10-10 5-11-11 9-10-13 1-10-10 5-11-11 - 3-11-2 3x4 lim Scale=1:23.1 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in- (loc) Vdefl L/d 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 We n/a BCDL 10.0 Code FBC2020/TP12014 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 B) Max Grav 4=245(LC 13), 2=412(LC 1), 5=426(LC 13) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11191390 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.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) 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 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 201 lb uplift at joint 4, 229 lb 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)4o-4=-134(F=-40, B=40), 8=O(F=10, B=10)-to-5=49(F=-15, B=15) Audtcw Jo►of- PE _Vo.8403 3Rrek USA. Inc. FL Ceti 6634 16013 Slelugley Ridge Road. 6'.W Fkld.3I063017 Ueir. September 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITPIl Quality Criteria, DSB-99 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 147881786 2867147 HJ210 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) oulluers rlrstaource trlant uny, t-L1, rlant coy, t-L - 33O0/, 1-10-10 0 6.43u s Aug 1 a 2U21 MI I eK Inaustrles, Inc. Man Sep 13 1b:b1:33 2021 Page 1 ID: g65k6Z?uV I iu QXUS 7?YA4XyW46R-EwwVzl L2V QaWwTW h PYuV?RgvPOg1 sFguAl Erwwye?Ge Scale = 1:12.1 3-11-5 Plate Offsets (X,Y)— [2:0-1-12,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 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 FBC2020rrP12014 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=0-10-15, 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. 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 perANSlrrPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live lead shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 cc. 5) This truss has been designed for a 10.0 psf bottom chard 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 chard 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 Ito 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 14-15 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) . Aodren doNsoo PEN.. 8403 ,1Rfef USA; toe FL Cent 6634 16M Swlugley Ridge Road. 6—rflerd. Mn 63017' September 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not 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 ANSM11 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 147881787 2867147 HJ210A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) ce trlanl LIly, t-L), viant t:lty, t-L - sabbr, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 15:51:33 2021 Page 1 ID:g65k6Z?uV liuQXUS7?YA4XyW46R-EwwVZIL2VQaWwTWhPYuV?RgvPOoXsFguAlErwwye?Ge -1-10-10 3-11-5 1-10-10 3-11-5 2x4 = 1-5 Scale = 1:12.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.03 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix -MP Weight: 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc puriins. 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; 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 100 lb uplift at joint(s) 3, 4 except 0=1b) 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) Audm'r 7oemn. PE No. 84947 Slrfet<USA: IaC FL C,n 604 16023 Sw 6pley: RIdg, Road. 6.1,raeld.I.1063017 • Dale•. September 14,2021 . ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 511912020 rev. 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 andfor chord members only. Additional temporary and bracing permanent always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS8TPI1 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 1780 B BLK NQ HS 147881788 2867147 HJ210B DIAGONAL HIP GIRDER 1 1 • Job Reference o tional Builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MTek Industries, Inc. Mon Sep 13 15:51:34 2021 Paget ID:g65k6Z?uVliuQXUS7?YA4XyW46R-i6UtBdLgGkiNYdVtzFQkYeN3_Q8jbhv1 PPzPTMye?Gd -1-10-10 3-11-5 1-10-10 3-11-5 ADEQUATE SUPPORT REQUIRED 2x4 11 J~V J 1 r Scale=1:14.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 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 FBC2020/7PI2014 Matrix -MP Weight: 17lb 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 Qt=length) 4=Mechanical, 6=0-8-0. (lb) - Max Horz 6=143(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 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 joints) 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, and 28 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. 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: 1-8=-75, 4-8=-54, 5-7=20 Concentrated Loads (lb) Vert: 10=56(F=28, B=28) 11=-56(F=-28, 13=28) And"Jokm PEN. 84§43 ]ffr1k USA: fuc F7 60, 663J tsof3s,doctn-afaQelmadif;;nrnn'w,No63_ UT D,W September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• 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 andfor 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 Symbols b.ols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J�Apply plates to both sides of truss and fully embed teeth. Ol r For 4 x 2 orientation, locate plates 0- '119 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. w'dustry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DS'B-89: Design Standard for Bracing: BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. O S U IL O I— Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved as MiTeke MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General: Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces,themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.' 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIIrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIIrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.