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HomeMy WebLinkAboutTruss® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established: by others. MiTek 0 RECEIVrD JUL 1 2017 RE: 5044917AMERON-TAIG - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: AMERON HOMES Project Name: TAIG RES Model: Tampa, FL 33610 41.15 Lot/Block: Subdivision: Address: 6104 E SEMINOLE ROAD City: FORT. PIECE - ST.LUCIE CO State: FL Name Address and License # of Structural- Engineer of Record; If there is one, for the building. Name:. License Address: City: State: General. Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design .Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph. Roof Load: 37.0 psf Floor Load: N/A psf This package includes 40 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this -sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of.Professional Engineers Rules. INo. I Seal# I Truss Name I Date. I No. ISeal# Truss Name . Date 1 IT11281873,lAl 6/5/17 118, IT11281890.ICJ1 6/5/17 12 IT11281874 IA2 16/5/17 119 I T11281891 CJ3 16/5/17 I 13 IT11281875 IA3 16/5/17 120 1T11281892 I CJ5 16/5117 I 14 IT11281876 IA4 .16/5/17 . I21 1T11281893 I CJ11 - 16/5117 15 IT! 1281877 IA5 16/5/17 122 1T11281894'1 CJ51 16/5/17 16 IT11281878 .IA6 . 16/5/17 123 IT! 1281895 I D01 16/5/17. I 17 IT11281879 IA7 16/5/17 I24 1T11281896 I D02 1615/17 I 18 I T11281880 I B01 16/5/17 125 I T11281897 I D03 : 16/5/17. I 19 IT11281881 I B02 .16/5/17 126 IT11281898:I EJ3 .16/5/17 .1 110 I T11281882 I B03 16/5/17. 127 I T11281899 I EH 16/5/17 I11 IT11281883 .I B04 16/5/17 128 IT! 1281900 I EJ31 16/5/17 112 IT11281884 IC01 16/5/17 129 IT11281901 I EJ71 16/5/17 ' 113 IT11281885 'ICO2 : 16/5/17 130 IT11281902 I G01 16/5/17' 114 I T11281886 I CO3 16/5/17 131 I T11281903 .I G02 16/5M 7 115 I T11281887 I C04 16/5/17 132 I T11281904 ' I HJ3 16/5/17 I 116 I T11281888 I C05 16/5/17 133 I T11281905 I HJ7 16/5/17 I 117 I T11281889 I C06 16/5/17 134 I T11281906 I HJ31 16/5/17 I The truss drawing(s) referenced above have been prepared by MiTek USA, Inc., under my direct supervision based on the parameters. provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state_ of Florida is February 28, 2019. 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's 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 ANSIrrPI 1, Chapter 2. a,m A ,,��� BPS No, 39380 13 : S TA E OF . ��/ F' 10R1p� �/1111111! Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: June 5,2017 Alban; Thomas 1 of 2 No. Seal# I Truss Name Date 35 IT11281907 1 V01 6/5/17 136 1T11281908 I V02 16/5/17 137 1T11281909 I V03 16/5/17 138 IT11281910 I VO4 16/5/17 139 IT11281911 I V05 16/5/17 140 - IT11281912 I V06 16/5/17 Job Truss Truss Type Qty Ply T11281873 504491-AMERON-TAIG Al Scissor 6 1 Job Reference (optional) I IDDeuS LUMDer, 1-4iT a1 6-7-8 - 5-11-8 4x5 = 4 o., w s rvp„o cu, r ,wn on u,uumura, anu. rv,un auu .o .. rayo ,C IxOXccyA2 Nu7m EhtKyhsj?-9ouG7NOMziz8fbbNUm4TWxHcTcTOZzTj 00hsobz9 Lbw 18-" 25-2-0 ,.2"1 ,. .. . 5-11-8 8-7-8 . Scale=1:45.7 . 2.50 12 .. 3x6 = 3x8 6-7-8 12-7.0 18-6-8 25-2-0 . . 6-7-8 5-11.8 5-11-8 '6-7-8 . Plate Offsets (X.Y)— [2:0-1-8.0-0-81. [6:0-1-8.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud ' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.31 8-9 " >980 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.73 '8-9 >411. 180 BCLL 0.0 ' Rep Stress Incr YES, WB 0.53 Horz(TL) 0.42 -6 , n/a. n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS )Height: 108 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.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, inI. accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 2=1006/0-8-0, 6=1006/0-8-0 Max Horn 2=127(LC 10) Max Uplift' 2=-291(LC .12), 6=-291(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. , All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3234/1236, 3-4=-2391/927, 4-5=-2391/910, 5-6=-3234/1261 BOT CHORD 2-10=-1039/2985, 9-10=-1043/2996, 8-9=-1094/2996, 6-8=-1090/2985 WEBS 4-9=-431/1447, 5-9=-851/444, 3-9=-851/447 NOTES- 1) Unbalanced roof live loads have been considered forthis.design. 2) Wind: ASCE 7-10; Vult=160mph (37second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 12-7-0, Exterior(2) 12-7-0 to 15-7-0 zone; cantilever left and right exposed ;C,C for members and forces & MWFRS for.reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) This truss has been designed for a 10.0' psf bottom chord live load nonconcurrent with any other live loads. . 4) •This truss has been designed IN for a lload of 20.0psf on the bottom chord in all areas. where a rectangle 3-8-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=291,6=291. 7) This truss design requires that a minimum of 7/16"structural wood sheathing be applied, directly to the top chord and %" gypsum sheetrock be applied directly to the -bottom chord., ©WARNING - Verify design parameters and READ, NOTESON THIS AND INCLUDEOMITEK REFERENCE PAGE Mll-7473 rev.. 1010312015 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. - WOW' 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 oftmsses and truss systems, see ANSUTPII Quality Criteria, DSB-89,and BCSI Building Component 6904 Parke East Blvd. .. . Safety Information available from Truss Plate Institute, 218 M Lee Street, Suite 312, 'Alexandria, VA 22314. Tampa, FL 36610" " Job Truss Truss Type Qty . .Ply T11281874 " 504491-AMERON-TAIG A2 Scissor 3 1 Job Reference (optional) Tibbetts Lumber,. 8.1i i u s Apr iS zui r MI I eK Inaustrles, Inc. Mon Jun 5 i i:27:48 20i. / rage i ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-d_ReNOf k?5?HIAZ2Ubi39gnAOpaIQUsdgRPL2_z9Lbv -1-4-0 6-7-8 12-7-0 18-6 8 25-2-0 1-4-0 6-7-8 . 5.11-8 S 11 8 .6-7-8 Scale=1:44.0 4x5 = 8 19 .5x8 = . 16. 9 — 7 6 1 2 .. 2x4 I .. 2x4 .. .. d 3x6 6-7-8 12-7-0 1 B-6-8 " " 25 2-0 _ 6-7-& " 5-11-6 5-11-8 • 6-7-8 ' Plate Offsets (X.Y)— f2:0-1-8.0-0-81. [6:0-1-8.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. - in "(loc) I/defl " UdPLATES GRIP TCLL 20.0 " Plate Grip DOL 1.25 TC 0'.48 " " Vert(LL) -0.31 8=9 >976 240: MT20 ' 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.80 Vert(TL) '0.74 "879 ">410. - 180 BCLL 0.0 ' Rep Stress Incr YES WB. 0,54 Horz(TL) 0.42 6, n/a.. n/a BCDL 10.0 Code FBC2614/TPI2007 Matrix -AS Weight: 106"Ib FT'= M LUMBER- BRACING - TOP CHORD . 2x4 SP.N6.2.., TOP.CHORD . Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. . WEBS' 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer " Installation guide. REACTIONS. (lb/size) 6=929/0-8-0, 2=1008/0-8-0 " Max Horz' 2=126(LC 11) Max Uplift 6=-223(LC 12), 2=-293(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250. (Ib) or less except when shown. TOP CHORD ' 2-3=-3243/1311, 3-4=-2400/963, 4=5=-2401/982, 5-6=-3267/1347 BOT CHORD 2-9=1157/2994, 8-9=1163/3005, 7-8=1177/3029, 6-7=1175/3019 WEBS 4-8=-476/1455, 5-8=-875/455, 3-8=-851/441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.20sf; BCDL=5.Opsf,, h=15ft; B=45ft; L=25ft;' eave=4ft; Cat., II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-7-5, Interior(1) 1-7-5 to 12-7-0,"Exterior(2) 12-7-0 " to "15-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss'has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss'has been designed for a live load of 26.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) Bearing atjoint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1 angle, to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb "uplift atjoint(s) except at=lb) 6=223,2=293. 7) This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and''/" gypsum- sheetrock be applied .directly to the bottom chord. ®WARNING - Verify design parameMrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • - ' a truss system. Before use, the building designer Must verify the applicability of design parameters and property incorporate this design Into the overall . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITBk• . is always required for stability and to prevent collapsewilfi possible personal Injury and property damage. Forgeneral guidance regarding the - - fabrication, storage, delivery; erection and bracing of trusses and truss systems, see ANSIfTP11 Quality Criteria, DSB-89 and SCSI Building. Component 6904 Parka East Blvd. Safety'infonnation available from Truss Plate Institute, 21'8 N. Lee Street, SuAe 312, Alexandria, VA 22314. Tampa, Parke East Job Truss Truss Type Qty Ply T1 1281875. 504491-AMERON-TAIG A3 Roof Special 1 1 Job Reference o tional I IDDetts LUmoer, u.l I U s Apr 13 2U1 / ml I eK maustfies, Inc. mon Jun 5 11:2 /:4y zui / I -age 1 ID:PNACIxOXccyA2Nu7mEhtKyhsj?-5B?l Y31 cVJDrvulICB6kbMMzdP9bl o7?sKAztUz9Lbu 1-4-0 6-0-0 11-4-0 12-7-0 18.6-10 25-2-0 26 6-0 1-4-0 6-0-0 5-4-0 1-3-0 5-11-10 6-7-6 Scale=1:45.7 7x8 = .3x6 -- 5 - 2.50 12 12 3x6 = . • 2x4 118x8 3x4 C LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS ' 2x4 SP Nb.2 SPACING- 2-b=0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr ' YES Code FBC2014/TP12007 11-4-0 12-7-0 18-6-10 25 2-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.43. Vert(LL) ' 0.27 13-14 >999 240 MT20 : 244/190 ' BC .0.81 Vert(TL) ..-0.6513-14 .>468 .180 - WB 0.84 Horz(TL) 0.35 7 n/a. We Matrix -AS Weight: 128.Ib ' FT = 20% BRACING - TOP CHORD ..Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-0=0 oc bracing: 11,13 MiTek'recommends'that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=999/0-8-0, 7=1026/0-8-0 Max Horz 2=-127(LC 10) Max Uplift 2=-285(LC 12), 7=290(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD .2-3=-3225/1206, 34=-2477/938, 4-5=-2268/940, 5-6=-1274/589, 6-7=-1786/721 BOT CHORD 2-14=-1013/2977, 13-14=-1017/2986, 9-10=-567/1589, 7-9=567/1589 WEBS 3-13=-714/360, 10-13=-592/2289, 5-13=-898/2958, 5-10=-1729/473; 6-10=-545/290 NOTES- 1) Unbalanced roof live loads have been consideredfor this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; 6=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to. 12-7-0, Extedor(2) 12-7-0 . to 15-7-0 zone; cantilever left and right exposed.;C-C for members and forces & MWFRS for.reactions shown;.Lumber DOL=1.60. plate grip DOL=1.60 3) This truss has been designed for a '10.0 psf bottom chord live load nonconcurrent with any. other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate.capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=285,7=290. 7) This truss design requires that a minimum of 7/16" structural -wood sheathing be applied directly to the top chord and '/," gypsum sheetrock be applied directly to the bottom chord. AWARN/NG - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-747J rev. 10/032015 BEFORE USE. : Design valid for use onl9with MTek® connectors. This design Is based only upon parameters shown, and is for an individuat building component, not a truss system. Before use, the building designer must verify the applicability ofdesign parameters and properly iocorponate 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• . I s always required for stability. and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ,. ' fabrication, -storage, delivery; erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. _ Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 86610 Job Truss Truss Type Qty . .' Ply 11 8 •'T 281 76 504491-AMERON-TAIG .• A4 Common 2 1 Job Reference (optional) Tibbetts Lumber, _ a. i 1 U 5 Apr -ra ZU-I r mi r eK I D: PAjAC IxOXccyA2Nu7m EhtKyhsj?-aNZP l r -1-4-0 6-7-6 12-7-0 -_ - 18-6-10 r 1-4-0' 6-7-6 511-10 511-10 4x5 :. Mon dun J 1 r:Lf.:OV zu I r rdae I CyAvdA8avAJpXimRl94 wWPwz9Lbt 25-2-0 26 6-0 , .... . . 6-7:6 Scale = 1:45.0 ld1LLA 7 1$ _ 9. 8 3x8 = 3x4 = 5x8 = .. .. 3x6 . . . 9-2_11. .... .15-11-5. .... 25-2-0.-i . 9-2-11 6-8-10 9-2-11 Plate Offsets (X Y)- 12:0-3-0 Edgel 16:0-3-0 Edbel d8:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.31 Vert(LL) -0.12 8-15' >999 '240 MT20 244/190 TCDL 7.0 CumberDOL 1.25 BC 0.69 VeR(TL) -0.33 .6-15 >903. 180 BCLL 0.0 Rep Stress Incr- YES. WB 0.11 Horz(TL)' 0.07& . n/a. n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight:111 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.2 MiTek recommends that Stabilizers and required cross bracing be' installed during truss erection, in accordance with Stabilizer Installation guide.. REACTIONS. (lb/size) 2=1006/0-8-0, 6=1006/0-8-0 Max Horz 2=127(LC 11) Max Uplift 2=-291(LC 12). 6=-291(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. . TOP CHORD 2-3=1729l773,.3-4=-1481/685, 4-5=-1481/685, 5-6==1729/773 BOT CHORD 2-9=590/1542, B-9=-321/1060, 6-8=-617/1542' WEBS 4-8=-161/474, 5-8=-351/298, 4-9=161/474, 3-9=-351/298 NOTES-, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (37second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18;, MWFRS (directional) and C-C Extedbr(2)-1-4-11 to 1-7-5, Interior(1) 1-7-510 12-7-0, Exteri6r(2) 12-7-0 to 15-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for.reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 4)' This truss has been.designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=291,6=291: '6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %"'gypsum sheetrock be applied directly to the bottom chard. . ®WARNING - Verify design parameters pnd READ. NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev.. 10/03,2015 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 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 oftrusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89.and BCSI Building'Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexand6a,VA 22314. ' Tampa, FL 36610' Job Truss Truss Type Qty. Ply • . T11281877 d1 4x8 = 4x5 = 3x4 — 2x4 II 3x4 = 5x8 = 2x4 .11 3z4 ._ 5-9-141'i 0 0 14-2-0 5-9-14 12-2 . 3-2-0 I-5-4,0-2-01310:0-3-4,0-3=01 9-4-2 25 2-0 i-2-2 5-9-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud ' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0129: Vert(LL) -0.09 11-12 >999 240' MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) . •'-0.22 1.1-1.2 >999 180 BCLL 0.0 ' Rep Stress Incr YES ' . WB 0.28 Horz(TL) 0.08 7 . n/a_ n/a BCDL 10.0 Code FBC2014/TP12007' Matrix -AS Weight: 126-1b FT'=20%'•. LUMBER- BRACING- . TOP CHORD 2x4 SP.N6.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,_ in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1006/0-870, 7=1006/0-8-0 Max Horz 2=113(LC 10). . . Max Uplift 2=-291(LC 12), 7=291(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1820/854,,3-4=1355RO2, 4-5=-12071709, 5-6=-11362/704, 6-7=-1819/854 BOT CHORD 2-12=-682/1628, 11-12=-682/1628, 10-11=-425/1207, 9-10==699/1628, 7-9=-699/1628 WEBS 3-11=483/286, 4-11=83/309, 5-10=-1041308, 6-10=-478/284 NOTES- 1) Unbalanced roof live Leads have been considered for this;design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=45ft; L=25ft; save=oft; Cat.' 11; Exp B; Encl., GCpi=0.18;,MWFRS (directional) and C-C Extedor(2)-14-11 to 1-7-5, Intedor(1) 1-7-5 to 11-0-0, Exterior(2) 11-0-0 to 14-2-0, Intedor(1) 18-4-15 to 26-6-11 zone; cantilever left and right exposed ;C-C for members and forces'& MWFRS for reactions shown; Lumber DOL=.1.60 plate grip DOL=1.60 .: . .. : .. . 3) Provide adequate drainage to prevent water ponding. 4) This'truss has been'designed for a 10.0 psf bottom chord live load nonconcureent with any. other live loads. ' 5)' This truss has been designed for a live load of 20.Opsf on the'bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate.capabte of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=291,7=291. 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. WARNING - Vadfy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for -an indiv'due] 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 _ WOW always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery; erection end bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component, 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,.VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T11281878 504491-AMERON-TRIG A6 Hip 1 1 Job Reference (optional) I IDDetIS LUmDer, 0..-1 l US /iPF I D LV 11 IVII r an ul"b rICS, IrrG. wI W r Jun O 1 I.L1:0G GU 11 rage 1 ID:PAjACIxOXcbyA2Nu7mEhlKyhsj?-Wmh9A43VoEcQmMUKHKfeD?_S7dCHEKmSYIPdUpz9Lbr , -1-4-0 4-9-14 9-0-0 16-2-0 20-4-2 25-2-0 1 0 r 49-14 4-2-2 7-2-0 4-2-2 4-9-14 .. Scale=1:44.4 . d1 4x6= .. .. 4x8 = - .. 4. 17 18 1920' .-- 5 .. .... 3x6 = US = - 6x6 _ 9-0-0 .18-2-0 25-24 0-0-0 - 7-2-0 9-0-0 _Elate _Offsets (X.Y)— 12:0-3-0.Edgel.(5:0-5-4.0-2-Oj•.[7[0-3-O.Edgej.18:0-3-0.0-3-01 LOADING (pso SPACING= 2-0-0 " CSI. DEFL. in (loc) 'I/deft Ud:PLATES GRIP TCLL 20.0 Plate Grip'DOL 1.25 TC 0.54 Vert(LL) 0.11 9-15 • >9.99 240, MT20 ' 244/190 TCDL 7.0 Lumber DOL .1.25 BC 0.69 Vert(TL).. -0.31 9-15 .:>960 180 BCLL 0.0 ': Rep Stress Incr. YES WB. 0.14 Horz(TL) 0.07 7 n/a : n/a BCDL 10.0 Code FBC2014/TP12007 Matrix A$ Weight: 115 Ib 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.2 Fin commends that Stabilizers and required cross bracing eii during'truss:erectiori, in accordance with Stabilizer nguide. REACTIONS. (lb/size) . 7=930/0-8-0, 2=1007/0-8-0 Max Horz 2=93(LC 11) Max Uplift 7=-225(LC 12), 2=-291(LC 12) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250. (lb) or less except when shown. TOP CHORD 2-3=-1793/981 „3-4=-1545/815, 4-5=-1402/812, 5-6=-1554/813, 6-7=-1802/977 BOT CHORD 2-9=-855/1611, 8-9=-603/1400, 7-8=-841/1621 WEBS 3-9=-243/260, 4-9=-20/336, 5-8=-30/336, 6-8=-246/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-7-5, Interior(1) 1-7-5 to 9-0-0, Exterior(2) 9-0-0 to 20-6-6, Interior(1) 20-6-6 to 25-2-0 zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions ' shown; Lumber DOL=.1.60 plate grip DOL=1.60 . . 3) Provide adequate drainage to prevent water.ponding., 4) This truss has been designed'for a 110.0 psf bottom chord, live load nonconcurrent with any other live loads. 5) 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. 6) Provide mechanical connection (by.others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=225,2=291. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and %":gypsum sheetrock be applied directly to the bottom chord. AWARN/NG - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/032015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Indivdual building component, not - :�• stress system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this tlesign into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional_ temporary and permanent bracing is 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 andbracing oftresses and truss systems, see ANSVTPII Quality Criteria, DSB,89 and BCSI Building. Component. . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - _ .- Temps, FL 36610 Job Truss Truss Type Qly Ply T11281879 504491-AMERON-TRIG A7 Hip Girder 1 1 Job Reference (optional) I IbbettS Lumber,, 8,11 u s Apr 13 LUl f mI I eK Inaustfles, Inc. mon Jun O l l:Zr:b3 ZUl / rage 1 - ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-_rFXOQ47ZYkHN W2Xrl AtmCXd6l bdzkvibmy9AOFz9Lbq 7-0-0 12-7-0 i 18-2-0 - 25-2-0 , 10 7-0-0 5-7-0 5-7-0 7-0-0 .. -I Scale = 1:44.4 . . .. NAILED : .. .. 5x8 = NAILED NAILED' • 2x4 II NAILED NAILED 5x8 = ... y o r 3x8 — - 2x4 II NAILED NAILED 6x8 = NAILED NAILED 2x4 II NAILED 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 NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP.M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 18-2-0 5-7-0 CSI. DEFL. in (IOC) 1/defl Ud: TC 0:55 Vert(LL) -0.20 8 • >999 240: . BC " . 0.49 Vert(TL) =0.49 - 8-9 >619 . ..180 . WB 0.28 Horz(TL)- 0.13 6. n/a n/a Matrix -MS . _ BRACING - .... .. 3x8 = 25-2-0 7-0-0 PLATES GRIP MT20 244/190 " " Weight: 108 lb I FT = 20%" TOP.CHORD Structural wood sheathing directly applied or 3-1.14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. [MiTekrecommends that Stabilizers and required cross bracing be in during truss erection, in accordance with Stabilizer " Installation guide. REACTIONS. (lb/size) 6=1896/Mechanical, 2=1973/0-8-0 Max Horz 2=75(LC 24) Max Uplift 6=-460(LC 8), 2=-527(LC 8) FORCES. - (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4157/994, 3-4=-4808/1208, 4-5=-4808/1208,"5=6=-4162/998 BOT CHORD 2-9=-845/3764, 8-9=-843/3790, 7-8=-847/3796,.6-7=-849/3770 WEBS 3-9=0/627, 3-8=-295/1221, 4-8=-763/403, 5-8=301/1217, 5-7=0/629 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat.: II; Exp B; Encl., GCpi=0.18;. MWFRS (directional); cantilever left and right exposed_; Lumber DOL=1.60,plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for"a 10.0 psf bottom.chord live load nonconcurrent with any other.live loads. 5) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a'rectangle 3=6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6=460,2=527. 8) "NAILED"indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 207 lb up at 7-0-0, and 207 lb down and 207 lb up.at 18-2-0 on top chord, and 367lb down and 62 lb up at 7-0-0, and 367 lb down and 62 lb up at 18-1-4 on bottom chord. The design/selection of such. connection device(s) is the, responsibility.of others. 10) In the LOAD CASE(§) section, loads applied to the face of the truss are noted as front (F):or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6==54, 10-13=-20 AWARN/NG - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101032015 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 MITe1l• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building.Component . 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T11281879• 504491-AMEROWTAIG A7 Hip.Girder 1 1 Job Reference o tional AWARNING - VmWy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 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 • . e truss system. Before use, the building designer must vedly the applicability of design parameters and propedy Incorporate this design Into the overall • - building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'k• . is always required for stability. and to prevent collapse with possible personal Injury and property damage. For general gu(tlanco regarding the • , fabdeation,storaga, delivery; erection and.bracing oftrusses and truss systems, see ANSVTPI1 Quality Criteria, DS0-09 and BCSI Building. Component .. 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 3.12, Alexandda,.VA 22314. . • Tampa, FL 36610 Job Truss Truss Type Qty Ply T1'1281880 504491-AMERON-TAIG B01 Roof Special 5 1 Job Reference 8 tional I IDDeUS Lum Der, a.-i l V s mpr l3 Lll 1110 r eK rnousLrles, Iric. ivion dun o -i-i:u,:J4 zu l / rage -i ID:PAjACIxOXccyA2Nu7mEhtKyhsj7-SBpwbm5lKrsB?gdjPki6lQ4sFQwl iBvl?cukYhz9Lbp 1-4 0 6-7-8 12-7-0 14-8=0 1-4-0 6-7-8 .• 5-11-8 45 = .. Scale = 1:34.6 a i 3x4 c 788 1486 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' I/deft L/d TCLL 20.0 Plate Grip:DOL 1.25 TC 0.31 Vert(LL) -0:07 7-11 >999 240 TCDL :7.0 Lumber DOL ' 1.25 BC 0.54, Vert(TL) -0.20 7-11 ' >864 180. BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL). 0.10 8 ' n/a. n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS PLATES. GRIP . MT20 244/190 Weight: 70 lb FT = 20% LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek'recommends'that Stabilizers and required cross bracing be installed during truss erection, in accotdance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=616/0-8-0, 8=534/0-4-0 Max Hlrz 2=193(LC 12) VERTICAL' LEGS' ARE NOT DESIGNED FOR LATERAL. Max Uplift:2=-172(LC.12). 8=-153(LC 12) LOADS: IMPOSED BY SUPPORTS (BEARINGS). TYPICAL FOR LL TRUSSES IN THIS JO&•: . . FORCES. (lb) -Max. Comp./Max. Teri. -All forces 250 (]by oriess except when shown. TOP'CHORD 2-3=-1515/664, 3-4=1273/575, 6-8=-534/294 BOT CHORD 2-7=-795/1392,.6-7=-238/362 WEBS 3-7=-343/309, 4-6.=-478/385, 4-7=-425/983 NOTES- .... .. 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-10; VuIt=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(?)-1-4-11 to 177-5, Interior(1) 1-7=5 to 12-7-0, Exterior(2) 12-7-0_ to 14-6-41one; cantilever left and right exposed ;C-C for members and forces & MWFRS for'reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for al 0.0 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 by2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI'1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable' of withstanding 100 lb uplift at joint(s) except at=lb) 2=172,8=153. 7) This truss design retjuires.that a minimum of 7/16" structural' wood 'sheathing be applied directly to the top chord and YS-gyp'sum " sheetrock be applied directly to the bottom chord: . AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE.. . • Design valid for use only with MiTek® connectors, This design is based only upon parameters shown; and is for an individual building component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing, MITek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabncatlon, storage, delivery, erection and.bracing oftrusses and truss systems, see ANSM11 Quality Criteria, DSB-89_and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. " Tampa, FL 36610" Job Truss Truss Type : : Qty Ply T11281881 504491-AMERON-TAIG B02 Half:Hip 1 1 Job Reference (optional) I IDDettS LllmDer, t3.11 U s Hpr l3 4ul I IwI I etc Inauslrles, Inc. Nlon Jun o - r er;oo zw I rage I ID:PAjACIxOXcoyA2Nu7mEhtKyhsj?-wLMlo66N59_7dpCvySDLrdeI igJIRc6uEGeH4Bz9Lbo. 1-4 0 5-10-4 11-0 0 1-4 0 5-104 5-1=12 3-8=0�� 4x8 = Scale = 1:31.6 . 2x4 11 4 15 5 . i N d N d N 3x4 - .. . i 5-10-4: .. 11-0-0 14-8-0 .. .... 5-10-4" 5-1-12 3-8=0 ' Plate Offsets (X Y)— [4:0-5-4 0-2-0j' LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/deft Ud: PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.07 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC .0.38 : Vert(TL) -0.16 7-8 .:>999 - .180 BCLL 0.0' ' Rep Stress Incr YES WB' 0.39 Horz(TL) : 0.09 9 . n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 72lb FT=20% LUMBER- BRACING- . TOP CHORD 2x4 SP N6.2 TOP CHORD Structural wood sheathing directly applied, except end verticals: . . BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 24 SP N6.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=616/0-8-0, 9=534/0-4-0 Max Horz, 2=199(1C, 12) Max Uplift 2=-171(LC 12), 9=-155(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250. (Ib) or less except when shown. TOP CHORD 2-3=-1574/762, 3-4=-707/359, 6-9=-534/319 BOT CHORD 2-8=-910/1440, 7-8=-913/1444, 6-7=-414/645 WEBS 3-7=-803/494, 4-7=-85/344, 4-6=671/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Ext6dor(2)-1-4-11 to 14-5, Interior(1) 1-7-5 to 11-0-0; Exterior(2) 11-04 ' to 14-6-4.zone; cantilever left and right exposed ;C-C fog members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been'designed for a 10.0 psf.bottom chord live load nonconcurrent with any. other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where.a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/fPI 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=171,9=155. . 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord.' ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 1010312015:BEFORE USE. Design valid for use only with Mr rek® connectors. This design is based only upon parameters shown; and Is for'an Individual building component, riot• 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 i1fllTei('� . ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guid nce regarding the - - fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSMI1 Quality Criteria, DSB-89 and BCSI Building Component, ast safety Information available from Truss Plate Institute, 218 N, Lee'Streel, Suite 312, Alexandria, 8904 Parke EBled. VA 22314. Tampa, Parke 3ast l i, a E Job Truss Truss Type Qty Ply 711281882 504491-AMERON-TANG B03 : Half Hip 1 1 Job Reference (optional) I IDDens LUmDer, -1-4-0 0 3x6 6-7-0 8.110 s Apr 13 2017 MiTek Industries, .Inc: Mon Jun 511:27:56 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-OXwgOS7?sT6sEzn6W9kaOr9AAEacA3alTwNgdaz9Lbn 9-0-0 14-8-0 2_y0 5-8-0 ' . ... .. Scale = 1:27.5 . 4x8 = 3.4 11 . 4 14 15 5 N N g N B 9-0.0 14-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud• PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) ' -0.13 7-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 -BC jO.66 Vert(TL) .-0.37 7-11 >476 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) . 0.06 8 n/a, n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight:6716 ''. FT=2O%' LUMBER- BRACING - TOP CHORD - 2x4 SP-No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP N6.2 . MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2=616/0-8-0, 8=534/0-4-0 „ Max Horz: 2=169(LC 12) ... Max Uplift 2=-180(LC 12), 8=-146(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. , TOP CHORD 2-3=-1450/829,.3-4=-1053/559, 6-8=-534/299 BOT CHORD ' 2-7=-924/1333, 6-7=-574/992 WEBS 3-7=369/367, 4-7=-105/398, 4-6=-802/454 NOTES- . 1) Unbalanced roof live loads have been considered for this.design. 2) Wind: ASCE 7-10;'Vult=160mph (3-second gust),Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat, II; Exp B; Encl., GCpi=0.18;. MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5to 9-0-0, Extedor(2) 9-0-0 to 13-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown;' Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water.ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 5)' 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. 6) Bearing atjoint(s) 2, 8 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 Ot- lb) 2=180,8=146.. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied' directly to the top chord'and %3" gypsum sheetrock be applied directly to the bottom chord.: ®WARNING - Verily design Parameters and. READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11VIII-7473 rev. 1910312015 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parametersshown, and is for an Individual building component, net 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 andlof chord members only. Additional temporary and permanent bracing, MITe�• 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 . ANSMI1 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty �Ply T11281883, 504491-AMERON-TAIG B04 Half Hip Girder 1 1 Job Reference (optional) I IDDettS LumDer, 0.-1 1U s MPF l3 Lu-I f IVII I eK rnuustnes, Inu, rwun dun u I l:L i:ur LV r f rage I - ID:PAjACIxOXccyA2Nu7m.EhtKyhsj?-sjU2Do7ddmEjs7M14tFpv 2i16exMvTBBha709Oz9Lbmn -1-4-0 7-0-0 _ ,_ _ - 10-10-0 ` 14-8-0 . 1-4-0 7-0-0 3-10-0 3-10-0 r . .. Scale=1:27.4 Special NAILED 48 = NAILED 2x4 I, NAILED 3z4 = NAILED - .3 - . 12 4 - 1314 . '15 5 A 3x6 = 2x4 II Special 7-0-0 7-0-0 rvr•i�cu .3x4 rvnrt.cu, b .. NAILED 3x4 = - NAILED )-10-0 .. .. .14-8-0. .... : .... -10-0 .. 3-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0' Plate'Grip'DOL 1.25 TC 0.53' Vert(LL) -0.95' 8-11' ?999 '240 MT20 244/190' TCDL 7.0 Lumber DOL 1.25 BC- 0.56 Vert(TL) . -0.14 8-111 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.58 Hcrz(TL) 0.0.4 6, n/a n/a BCDL 10.0 Code FBC2014rrP12007' Matrix -MS Weight: 72 lb FT'= 20%' . LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purfins, BOT CHORD 2x4 SP No.2 except end'verticals. . WEBS 2x4 SP No.2 BOT,CHORID Rigid ceiling directly applied or 9-2-1 oc bracing. MiTek.recommends.that Stabilizers and required cross bracing be installed during.iruss erection, in accordance with Stabilizer' Installation guide. ' REACTIONS., (lb/size) 2=1040/0-.8-0, 6a1359/0-&0, Max Horz 2=138(LC 25) Max Uplift 2=-293(LC 8), 6=-336(LC 8) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1795/405, 3-4=1235/310, 5-6=-262/140 . BOT CHORD 2-8=408/1589, 7-8=-407/1614, 6-7=-310/1235 WEBS 3-8=0/582,.3-7=-478/123, 4-7=0/553, 4-6=-1542/388 " NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; 6=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage.to prevent water ponding.. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 5) `This truss has been:designed for a live load of 20.Opsf on the, bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 2=293,6=336: 7) "NAILED" indicates 3-1 Old (0.148"x3") Or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) ' or other connection device(s) shall be provided sufficient.to support concentrated load(s) 207 lb.down and 207 lb up at 7-0-0 on top chord,, and 367 lb down and 62 Ib up at 7-070 on bottom chord. -'The design/selection of such connection•deviGe(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as'front (F) or back (B). LOAD CASE(S) Standard. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 6-9=-20 Concentrated Loads (lb) Vert: 3=-160(B) 8=-367(B) 7=-61(B) 4=-114(B)12=-114(B)13=-114(B) 15=-130(B) 16=-61(B) 17=-61(B).18=-67(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 MV. 10103/2015.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 incorpointe 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 MITBk• is always required for stability. and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building. Component.. . 6904 Parke East Blvd. - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - .' Tampa, FL 36610' ' t4. t` Job Truss Truss Type Qty Ply ...: 112818 T 84 504491-AMERON TAIG C01 Hip Girder 1 1. Job Reference o tional I IDDeas Lumber, 0.111.1 S Apr i 3 ZUi t wu I eK maustries, Inc, mon dun o i i:zf:mj zui t rage i I D:PAjAC IxOXccyA2Nu7m EhtKyhsj7-p6cpeT9u90U R5RWgi3I H H?TncdRfvN MYU9ucVEvz9Lbk -1-4-0 , 7-0-0 13-6-0 20-0-0 ,21-0-0, 27-0-0 , 28-4-0 , 1-4-0 7-0-0 6.6.0 6-6=0 - 1-0,0 .6-0-0 Scale=1:48.7 THIS TRUSS IS NOT.SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. NAILED N,41LED " NAILED NAILED 2x4 II NAILED' NAILEDBxB = '5:` 3x6 = .2x4 II NAILED NAILED. .6x8 = NAILED, NAILED 8x6 ... .. 3x4. . . NAILED NAILED 2x4 II' 3x8 II 7-0-0 .. 13-6-0 - - - 20 0 0 - 1 0-0 _ - 26 3 8 7-0 .7.0.0 6-6-0 6-6-0 Plate Offsets X Y 3:0-5-4 0-2-0 5:0-6-4 0-2-12 7:0-0-4 Ed e " 7:0-1-14 0-0-2 11:0-3-8 0-3-4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud ' TCLL 20.0 Plate'Grip'DOL 1.25 TC 0:66 Vert(LL) -0.13 11-12 >999 240 TCDL 7.0 Lumber DOL 1.25 BC. 0.43 Vert(TL) -0.34 11-12 >744 180 BCLL 0.0' •• Rep Stress Incr - NO WB 0.65 Horz(TL) 0.05' 9 n/a n/a BCDL 100 Code FBC20wri,12007 Matrix -MS . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except TOP CHORD 35: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 WEDGE Right: 2x4 SP N6.2 REACTIONS. (lb/size) 2=1464/0-8-0, 9=2329/0-8-0, 7=-58/0-3-0 Max Hors 2=-78(LC 6) Max Uplift 2=-411(LC 8), 9=589(LC 8), 7=446(LC 25) Max Grav 2=1464(LC 1), 9=2329(LC 1), 7=202(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) orless.except when shown. TOP CHORD 2-3=-2903f703, 34=-257Y702, 4-5=-2575/702, 6-7=-145/860 BOT CHORD 2-12=-546/2612, 11-12=-544/2640, 9-10=-769/176, 7-9=-769/176 WEBS 3-12=0/676, 4-11=-837/445, 5-11=703/2880, 5-10=-1574/483, 6-10=-333/1902, 6-9=-2172/417 PLATES GRIP MT20 244/190 Weight: 126 lb FT 20% Structural wood sheathing directly applied or 2-10-15 oc pudins Rigid ceiling directly applied or 6-0-0'oc bracing. . MiTek recommends that Stabilizers and required cross bracing be installed during'truss. erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; C=27ft; eave=4ft; Cat. II; Exp B;' Encl., GCpi=0.18; MWFRS' (directional); cantilever left and tight exposed ; porch:right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water.ponding.' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any.other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom Chord in, all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate'capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=411,9=589,7=446. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0:14811x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 208 lb up at 7-0-0 on top chord, and 367lb down and 62 lb up at 7-0-0 on bottom chord. The design/selection of such connection'device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-5=-54, 5-8=-54, 13-16=-20. AWARNING - V ft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/032015 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 wd i possible personal Injury and property damage. For general guidance regarding the - - fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see . ANSVTP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Qty Ply T11281884 504461-AMERON-TAIG c01 Hip Girder 1 1 Job Reference o tional ©WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE I1,111.7473 rev. 101032015;BEFORE USE. - Design valid for use only with Wake 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 parametersand 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' 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 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,.VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T11281885 504491-AMERON-TAIL CO2 Hip 1 1 Job Reference (optional) I IDDeUS LUMDer, tf.l TU s Apr 13 zu1 / mi I etc Industries, .Inc. mon Jun b 11:2ts:UU 2u1 t rage 1 ID: PAjAC IxOXccyA2N u7m EhtKyhsj?-H IABspAWwhcljb5tl?oWYhKtSrx?6uOdOYL2m Lz9Lbj i -1-0-0 5-8-11 9-0.0 13-6-0 18-0-0 21-0-0 27-0-0 28-4-0 - 1-4-0 5-8-11 3-3-5 4-8-0 4-6.0 3-0-06-0.0 1-0-0. . .. ... .. - : Scale = 1:48.7 45 = - 4x5._ .. .. .. .. .... 3x4= . .. 4 .... .5 .. B' 3x4 - .. . " 3x8 = 3x6, _ . .. 3x8. = _ 2x4 I I 3x4 =..' . 3x8 II 9-0-0 o-rLn 18-0-0 21-0-0' - - 26 3 8: - 7 0 .. . 9-0-0 - 3-0-0 5-3-8 B-8 =dg-el LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd- PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25, 1 TC 0.27: Vert(LL) -0.1:1 11-13 >999 240" : MT20 : 244/190 TCDL 7.0 Lumber DOL 1.26 _ BC 0.69 Vert(TL) -0.30 11-13 >839 . 180 BCLL 0.0 Rep Stress lncr YES WB 0.36 Horz(TL) . 0.03 10... n/a . n/a . BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 130 lb FT = 20%' LUMBER- BRACING - TOP CHORD 2x4 SP N6.2 TOP CHORD . Structural wood sheathing directly applied. BOT CHORD 2x4. SP No.2 :BOT CHORD Rigid ceiling directly applied. . WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during trllss:erection, in accordance with Stabilizer Right: 2x4 SP No.2 Installation guide. REACTIONS. (lb/size) 2=827/0-8-0, 10=1127/0-8=0, 8=194/0-3-0 Max Horz, 2=97(LC 11) Max Uplift 2=-252(LC 12j, 10=-304(LC 12), 8=215(LC 12) , Max Grav 2=827(LC 1), 10=1.127(LC 1), 8=238(LC 22) FORCES. (lb) - Max. Coinp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=13231739, 3-4=-1.075/597, 4-5=-963/591, 5-6=-381/339, 6-7=456/341, 7-8=5/374 BOT CHORD 2-13=-576/1173, 11-13=-353/829, .10-11=-300/132, 8-10=-300/132 WEBS 3-13=-261/275,,4-13=56/264, 5-11=-613/369, 7-11=-249/807, 7-10=-1031/454" NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 9-0-0, Exterior(2) 9-0-0 to ' 22-2-15, Interior(1) 22-2-15 to 28-4-11 zone; cantilever left and right exposed ;'porch right expdsed;C=C for members and forces 8' MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any. other live loads. 5) `This truss has been designed 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: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=252, 10=304, 8=215.' 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. AWARN/NG - VerHy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1.7472 rev. 10103g015 BEFORE USE. Design valid for use only with Mi r•ek® 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 parametersandproperty 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 MITBk• is always required for stability, and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the - ' fabrication; storage, delivery; erection and. bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda,.VA 22314. Tempo, FL 36610• t 1, ;b Job Truss Truss Type city Ply 112 T 81886 504491-AMERON-TAIG CO3 Hip 1 1 Job Reference o tional I Ibbetts Lumber,. -0 6-0-0 5-0-0 5-0-0 t5.11U s Apr 13 2u1 / Mt I eK Inaustrles,.Inc. Mon Jun b 11:28:U1 ZUt / Page 1 xOXccyA2Nu7mEhtKyhsj?-IUkZ39A8g?kBLlg3JiM5us2dFMprMcmcB5binz9Lbi ' 21-M 27-0-0 5-0-0 .. ..:Scale: 1/4"=l' :. . 4x8 = - 45 = 4. 22 23 24 5 3x4 — 2x4 I I 3x4 = : 5x8 = 2.4 � 11 6-0-0 1.1-0-0. ..1600 - .2100-... 2638 6-0-0 .5-0-0 10-0 5-0-0 . .. 5-3-8 -8-8 _Plate _Offsets _KY1— [4:0-5 4.0-2-01. [7:0-0-4.Edgel. l7:0-1-14.0=0-21,'19:0-3-8:0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.30, Vert(LL) -9.65 10-11 >999 240 MT20 : 244/190 TCDL TO Lumber DOL 1.25 BC •0.34 Vert(TL) -0.12 10-11 ' >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(fL)' _ 0.03' 8. n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 131 Ib FT 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.2 Fbe�lnstalled ek recommends that Stabilizers and required cross.bracing WEDGE during truss erection, in accordance with Stabilizer Right: 2x4 SP No.2 tallationguide, REACTIONS. (lb/size) 2=840/0-8-0, 8=1077/0-8-0; 7=15610-3-0 Max Horz' 2=114(LC 11) Max Uplift 2=-262(LC 12), 8=-279(LC 12), 7=-165(LC 12) Max Grav 2=840(LC 1), 8=1077(LC 1), 7=206(LC 22) FORCES. (lb) -,Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1399/732, 3-4=-938/588, 4-5=-569/467, 5.6=-676/47016-7=-20/258 BOT CHORD 2-11=616/1240, 10-11=-616/1240; 9-10=368/825 - WEBS 3A 0=-474/279,.4-10=-87/354, 4-9=-400/186, 6-9=-152/755, 6-8=-933/453 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: AS.CE 7-10; Vult=160mph (3-second gust)Vasd=124mph; TCDL=4:2psf; BCDL=5.0psf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat: II; Exp B; Encl., GCpi=8; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interibr(1) 1-7-5 to 11-0-0, Exterior(?) 11-0-0 0:1 to 20-2-15, Interior(1)'20-2-15 to 27-0-0 zone; cantilever 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) Provide adequate drainage to prevent water ponding.. 4) This trusshas 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=262,8=279,7=165. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord.' AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK'REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. �. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is foran Individual building component, not •; ' a truss system. Before use, the building designer must verify the applicability of design parametersandproperty 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 MITBk• 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, braning of trusses and truss systems, see ANSVTPII Quality Criteria DSB-89 and SCSI Buildin9 Com onent Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314. P 8904 Parke East Blvd. - Tampa, FL 36610 Job Truss Type Qty Ply T11281887• 504491-AMERON-TAIG C04, �Truss Hip 1 1 Job Reference o tional I Ibbetts Lumber, C.l l u s Hpr 1J zui t rvii i eK Inoustries, inc. Mon Jun O I I:zmuz zul. / rage _I ID:PAjACIxOXccyA2Nu7mEhtKyhsj7-DhIxGVBmRJs7zuEFtQr_d6PBtfhPamcwrrg9gEz9Lbh. ' i -11 0 7-0-14 13-0-0 _ �14-0-0' 20-11-6 . 1-4-0 7-0-14. 5-11-2 1-0-0 6-11-0 �.. Scale 1:40.0 . 4x6 = . 4 165 - �1 3x4 = 2x4 II 3x4 = 5x6 = -i 7-0-14 13-0-0 -0-0 2011-0 - 7-0-14 5-11-2- 100 6-11-0 Plate Offsets (X.Y)— [8:0-340-3-0] LOADING (psq SPACING= 2-0-0 CSI. DEFL- in (loc) 'I/deft Ud - PLATES GRIP TCLL 20.0 Plate Grip, DOL 1.25 TC 0.40. Vert(LL) 0.07 9-10- >999 -240, MT20 .244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) . -0.17 9-10 . >999 . 180 BCLL 0.0 `: Rep Stress Incr YES WB 0.50 Horz(TL)' 0.03' 7: n/a.: n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 110 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end.verticals. BOT CHORD 2x4, SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS _ 2x4 SP N6.2 MiTek recommends that Stabilizers and required cross bracing be in during'truss erection,, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) . 2=958/0-8-0. 7=754/0-3-0 Max Horz. 2=126(LC 12) Max Uplift 2=-250(LC 12), 7=-187(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1387/615,.3-3==793/423, 4-5=-673/455, 5-6=-797/426, 6-7=-694/427 BOT CHORD 2-10=617/1221, 9-10=-617/1221, 8-9=-302/673 WEBS 3-10=0/265, 3-9=-640/354, 6-8=-281/652 NOTES-.. . 1) Unbalanced roof live loads have been considered for this design. 2). Wind: ASCE 7-10; V61t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45fh L=24ft; eave=4$; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1'-4-11 to 1-7-5, Interior(1) 1-7-5 to 13-0-0, Extedor(2) 13-0-0 to 14-0-0, Interior(1) 18-2-15 to 20-9-4.zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water.ponding. 4) This truss has been designedfolr 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 bottomchord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) . 2=250,7=187. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied' directly to the top:chord and'/":gypSum sheetrock be applied directly to the bottom chord.. AWARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101032015 BEFORE USE. - Design valid far 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 ofdesign parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web antl/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 ANSIITPIt Quality Criteria, DSB-89 and BCSI Building. Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . - Tampa, FL 36610 Job Truss Truss Type Qty . Ply T11281888- 504491-AMERON-TAIL C05 Roof Special 2 . , 1 Job Reference (optional) I IDDeUS LUMDer, _ _ _ 0.-1lU S Apr -I O LU-I I IVII t 2K InuUffirIES,.mnu. wlun dun "D I I:LO:UO LU I! rdytl I ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-htrJUrCOCc sa2pSQ7MDAJyJk3yZJ9634VaiNgz9Lbg -1-4-0 3-3-7 8.0.0 - L :9-4,6 13-6-0. ' 15�-0 17-7-10 20-11-0 1-4-0 3-3-7 4-8-91-4-6 4-1-10 2-0-0 . 2-1-10 3-3-6 ' 4x5 = . Scale = 1:39.4 . 23 5 m �1 3x6 = ,• 8-0-0 'V 9 8x6 = - 3x4 1.1 II 4x8 = - 2x4 'Il 3-3-7 7-6-0 -0- 9-4-6 13-6-0 15� 0 1 0 .17.7-10 20-11-0 - 33 7 4-2-9 I 1-4-6' 41-10' .2-0-0 1'-7-10.. 3-3-6 .. - . . Plate Offsets (X.Y)-- 13:0-4-4.0-2-01,[12:0-5-8.0-3-01.[15:0-3-8.0-641 LOADING (psf) SPACING- 270-0 CSI. DEFIL in (loc) 1/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 70.20 14-15>999 240 MT20 244/190' TCDL 7.0 Lumber DOL 1.25 BC 0.70 -Vert(TL) . -0.65 14-15 >386 .180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.43 9 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 148 lb FT = 20% LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD . 2x4 SP No.2 *Except* BOT CHORD. Rigid ceiling directly applied. 2-16,9-11: 2x6 SP No.2, 3-12: 2x8 SP DSS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP' No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) , 2=1015/0-8-0, 9=997/0-3-0 Max Horz 2=126(LC 12) Max Uplift' 2=-79(LC 12) FORCES: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. " TOP CHORD 3-18=-1959/194, 3-4=-4422/163, 4-5=-2103/124, 5-6=-2007/64, 6-7=-2340/180, 7-8=806/108, 8-9==945/156 BOT CHORD 2-17=226/1777, 3-15=0/2243, 14-15=-107/4082, 13-14=-10714082, 12-13=-70/2124, 6-12=-82/306 WEBS 5-13=-139/1021, 4-14=-12411212, 4-15=-2332/206, 6-13=-333/281, 7,-10=-1778/168; - 8-10=-52/875, 7-12=7/1768, 10-12=-100/1347,.3-17=-2385/328, 15-1.7=-380/2960 . NOTES- 1) Unbalanced roof live loads have been considered for this design... 2) Wind: ASCE 7-10; Vult=160mph (3-seconsidered gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf,, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Eric[., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 13-6-0, Exterior(2) 13-6-0 to 16=6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.Olb"AC unit load placed on the top chord, 12-0-0 from left end, supported at two points, 2-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others). of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss design requires.that a minimum of 7/16° structural wood sheathing be applied" directly to the top chord and'%:" gypsum sheetrock be, applied directly to the bottom chord. AWARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 111I1-7473 mv.101032015 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 mustwrify the applicability of design parameters and properly incorporate this design into the overall Nil building design. Bracing' Indicated is to prevent buckling of individual truss web and/or chord,members only. Additional temporary and perinanenl 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 andbracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 3.12, Alexandria, VA 22314. .' Tampa, FL 36610 Job Truss Truss Type Qty Ply . .. T11281889- 504491-AMERON-TAIG C06 Common . 2 ]. 1 Job Reference (optional) I IDDeits LUmDer,. 0.-1lU s Apr 1.3 GUI I wn I UK Inuusirles,.Inc. IVlun Jun p l I:GO:u.+Gu-I I rage I ID:PAjACIxOX6cyA2Nu7mEhtKyhsj7-93PihBDOzw6jCCOe_rtSiXUWOSKi2fQD19JGv6z9Lbf ' 1 4 0 7-0-14 13-6-0 20-11-0 1-0-0 7-0-14 - 6-5-2 7-5-0 ' 45 = Scale = 1:39.1 4 6 3x4 = 2x4 15x8 = - 3x6 .7-0-14 13-6-0.. 20-11-0 .... .. 7-0-14 6-5-2 .. - .. 7-5-0 .. .. Plate Offsets (X.Y)— 17:0-3-12.0-3-01 LOADING (psi) SPACING- 2-0=0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.07 6-7 >999 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) . • -0.17 6-7 :>999 .180 BCLL 0.0 ' Rep Stress Incr YES WB 0,55 Horz(TL) 0.03 6, n/a n/a BCDL 10.0 Code FBC2014/TP12007 matrix -AS Weight: 104 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end,verticals. . BOT CHORD 2x4. SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP N6.2 _ MiTek recommends that Stabilizers and required cross bracing be installed during1ftiss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=859/0-8-0, 6=75310-3-0 Max Horz 2=126(LC 12) Max Uplift 2=-250(LC 12), 6=-187(LC 12) FORCES. (lb) -Max. Comp.Mlax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13791563, 3-4=-787/390, 4-5=-795/394, 5-6=-684/403 B.OT CHORD 2-8=-558/1214, 7-8=-558/1214 . WEBS 3-8=0/250, 3-7=-632/321, 4-7=0/315, 5-7=-2311622 ... ... ...... .... .. NOTES- . 1) Unbalanced roof live loads have been considered forthisAesign. 2) Wind: ASCE 7-10; Vult=160mph (37second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45f; L=24ft; eave=4ft; Cat.: 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-7-5, Interior(1) 1-7-5 to 13-6-0; Exterior(2) 13-6-0 to 16-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for, reactions shown; Lumber DOL=1.60 plate grip DOL=1.60., 3) This truss has been designed for a 10.0' psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at.joint(s) except at=lb) 2=250,6=187. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W igypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I/-7473 rev. 1010=015.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. MITBK• - Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery; erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. _ Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610- Job Truss I IDDettS LUmDer,. 4 d Truss Type CityPIY -I'11281890 ' Comer Jack 12 . 1 - Job Reference 8.110 s Apr 13 2017 MiTek Industries, Inc. Mon Jun 511:28:05 2017 Page 1 ' ID:PAjAClxOXccyA2Nu7mEhtKyhsj?-dGz4vXEekEEagMigYYOhFk1misobnEBMXp3pR749Lbe 1-4-0 1-0-0 1-4-0 .1-0-0 'Scale =1:6.7 . ;g .. 5.0.0 12 ... .. .. : ' :2 - - 1 4 - .. .. 2x4. =.... ... -.. ' 0-01 1 0-0 Plate Offsets (X.Y)— [2:0-0-10.Edge] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25. TC 0.17' Vert(LL) ' 0.00 '5 >999 240• MT20 244/190' ' TCDL 7.0 Lumber DOL 1.25 BC 0.03 - Vert(TL) 0.00 .' . 5.'.>999,.' . 180 . BCLL 0.0 Rep Stress Incr YES WB 0.00 Horc(TL)- . 0.00 4. n/a - n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 5 Ib FT '= 20%' LUMBER- BRACING - TOP CHORD - 2x4 SP•No.2 TOP•CHORD : Structural wood sheathing directly applied or 1-0-0 oc pudins... BOT CHORD 2x4. SP No.2BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide. REACTIONS. (lb/size) . 3=-2/Mechanical,'2=164/0-8-0, 4=-14/Mechanical' Max Horz' 2=47(LC 12)' Max Uplift 3=-2(LC 1),, 2=-125(LC 12), 4=-14(LC 1) ' Max Grav 3=13(LC 12), 2=164(LC1), 4=29(LC12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 256 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ' II; Exp B;. Encl., GCpi=0.18; MWFRS. (directional) and C-C Extedor(2) zone; cantilever left and; right exposed ; porch left and right.. . exposed;C-C for members and forces & MWFRS•for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ' 2) This truss has been designed for a 10.0. psf bottom chord live load nonconcurrent with any other live loads. ' 3) . This truss has been designed 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: 4) Refer to,girder(s) for, truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift atjoint (s) 3, 4 except at=lb) . 2=125. e WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10103/2015 BEFORE USE. ' Design valid for use only with MiTeW 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 inmrpoiate 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 ANSIM111 Quality Criteria DSB-99 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,.VA 22314. Tampa, FL 36610, Job Truss Truss Type Qty ply T1 1281891. 504491-AMEROWTAIG CJ3 Corner Jack 8 1 Job Reference (optional) I IDDerIS Lllmoer, 1-4-0 �d .2x4 = .. .. .. 3-0.0 ,• .. 300 LOADING (psf) SPACING- . 2-0-0. CSI. DEFL. in (loc) I/defl Ud PLATES. GRIP . TCLL 20.0 Plate Grip DO 1.25 TC 0.17' Vert(LL) -0.00 4-7 >999 246 MT20' 244%190 TCDL 7.0 Lumb& DOL 1.25 BC 0108. Vert(TL) -0.01 4-7 >999 180: . BCLL 0.0 Rep Stress lncr YES WB-0.00 Horz(TL) 0.00 .3 • n/a. n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MP Weight: 12 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 3-0-0. oc purlins. BOT CHORD 2x4 SP. No.2 BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. MiTek 'recommends that Stabilizers and required cross bracing be installed during truss erection; in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=60/Mechanical, 2=201/0-8-0, 4=31/Mechanical Max Horz 2=77(LC 12) Max Uplift 3=-28(LC 12), 2=-100(LC 12) Max Grav 3=60(LC 1),.2=201(LC 1), 4=49(LC 3) . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 740; Vult=160mph (3-second gust) Vasd=124mph;:TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; EncL, GCpi=0.18; MWFRS (directional)' and C-C Extedor(2)-1-4=11' to 1-7-5, Interior(1) 1-7-5 to 2-11-4 zone; cantilever left* and right ezposed.;C-C for members:and forces & MWFRS for reactions shown; Lumber.DOL=1.60 plate grip DOL=1.60 . 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3=6-0 tall by 2-070wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb, uplift atJoint(s) 3 except Qt=lb).. . 2=100. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. t 010312015.BEFORE USE. - .2x4 = .. .. .. 3-0.0 ,• .. 300 LOADING (psf) SPACING- . 2-0-0. CSI. DEFL. in (loc) I/defl Ud PLATES. GRIP . TCLL 20.0 Plate Grip DO 1.25 TC 0.17' Vert(LL) -0.00 4-7 >999 246 MT20' 244%190 TCDL 7.0 Lumb& DOL 1.25 BC 0108. Vert(TL) -0.01 4-7 >999 180: . BCLL 0.0 Rep Stress lncr YES WB-0.00 Horz(TL) 0.00 .3 • n/a. n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MP Weight: 12 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 3-0-0. oc purlins. BOT CHORD 2x4 SP. No.2 BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. MiTek 'recommends that Stabilizers and required cross bracing be installed during truss erection; in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=60/Mechanical, 2=201/0-8-0, 4=31/Mechanical Max Horz 2=77(LC 12) Max Uplift 3=-28(LC 12), 2=-100(LC 12) Max Grav 3=60(LC 1),.2=201(LC 1), 4=49(LC 3) . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 740; Vult=160mph (3-second gust) Vasd=124mph;:TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; EncL, GCpi=0.18; MWFRS (directional)' and C-C Extedor(2)-1-4=11' to 1-7-5, Interior(1) 1-7-5 to 2-11-4 zone; cantilever left* and right ezposed.;C-C for members:and forces & MWFRS for reactions shown; Lumber.DOL=1.60 plate grip DOL=1.60 . 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3=6-0 tall by 2-070wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb, uplift atJoint(s) 3 except Qt=lb).. . 2=100. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. t 010312015.BEFORE USE. - Design valid for use only with MTek® connectors. This design is based only upon parametersstiown, and Is for an Individual building component, not : �•; a truss system: Before use, the building designer must verify the applicability df design parameters and property incorporate this design Into the overall. - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITEK• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, -storage, delivery; erection and bracing oftrusses and truss systems, see . ANSIRPII Quality Criteria, DSB-69 and BCSI Building Component : 6904 Parke East Blvd. Safety Information availabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 r'r ' -TAIL Truss Truss Type Qh' PIY • . . . T11281892..: CJ5 Comer Jack Job Reference o tional 8.110 s Apr 13 2017 MiTek Industries, Inc. Mon Jun 5 11:28:07 2017 Page 1 ID:PAjACIxOXccyA2Nu7rhEhtKyhsj7-ae5gKCFdGrUl3g7DfzR9K964xgQ_F8hf27YwWRz9Lbc. " _1-4-0 5-0.0 . .. 1-4-0 - 5.0-0 - . Scale=1:15.0 . 5.00 12 . B . . . . O N d N .' 1 2 4 Job 504491-AMERON I IDCeUS LUm Der,, 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31Vert(LL) 0.04- 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL .1.25 BC 0.29 Vert(TL) -0.06 4-7 .>929 180 BCLL 0.0 Rep Stress Incr YES WB. 0.00 Horz(fL) . -0.00 3 . n/a . n/a BCDL _ 10.0 -Code FBC2014rrP12007 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP. N6.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4, SP No.2 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ' Installation guide. REACTIONS. (lb/size) 3=1 1 5/Mechanical, 2=268/0-8-0, 4=58/Mechanical Max Horz 2=107(LC 12) . Max Uplift 3_611(LC 12), 2=-104(LC 12) Max Grav 3=115(LC 1), 2=268(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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; QCDL=5.Opsf; h=15ft;' B=45ft; L=24ft; eave=4ft; CaG' . 11; Exp B;' Encl., GCpi=0.18; MWFRS' (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Intedor(1) 1-7r5 to'4-11-4 zone;'cantilever left: and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 2) This truss has been designed for a 10.0. psf bottom chord live load nonconcitrrent with any other live loads. 3)' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 4) Refer to girder(s) for. truss to truss connections. 5) Provide mechanical connection (by others) of truss to'beadng plate capable of withstanding 100 lb uplift at'joint(s) 3 except Gt=lb) 2=104. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and /:" gypsum sheetrock be applied directly to the bottom chord. AWARN/NG-Veri(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev. 70/0720f5.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 oftrusses and truss systems, see , ANSIfTPI1 Quality Criteria, DSB..89 and BCSI Building Component .. . 6904 Parke East Blvd. _ 'Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alemndria,.VA 22314. Tampa, FL 36610 Job Truss Truss Type 504491-AMERON-TAIG' CJ11 Corner Jack 4 i IDDet[S Lumber, 1 1-4-0 Qty Ply. T11281893 •' .1 Job Reference (optional) 8.110 s Apr 13 2017 MiTek Industries,.lnc: Mon Jun 5 11:28:05 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-dGz4vXEekEEagMzgYYOhFk1mismJnEBMXp3pR 49L6e 1-0-0 .1-.0-0 :Scale=i:6.7 . I. ch d a. VN .2x4.— .. 0-40' 0-8-0 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0:00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.00' 5 >999 180. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 .3 n/a, . .n/e BCDL . • 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 5 lb. FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structuralwood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: MiTek'recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-42/Mechanical, 4=-58/Mechanical, 2=248/0-2-15 Max Horz 2=47(LC 12) Max Uplift 3=-42(LC.1), 4=-58(LC 1), 2=-189(LC 12) . . Max Grav 3=44(LC 12), 4=62(LC 12), 2=248(LC 1) FORCES.' (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; ErI GCpi=0.18;' MWFRS (directional) and C-C Extedor(2) zone; dantilever left and right exposed';C-C for members and ' forces & MWFRS for reactions shown; Lumber DOL=1.60 plate'grip DOL=1.60 2) This truss has been designed for a:10.0 psf.bottom chord live load nonconcurrent with any otherlive leads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss:to.beadng plate at joint(s).2. . 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) r� AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 reV. f0/0311015 BEFORE USE. ' Design valid far use only with MTek® connectors. This design is based only upon parametersshown, 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 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 t Job Truss Truss Type' Qty,. Ply T11281894 504491-AMERON-TAIG CJ51 Comer Jack 1 1 Job Reference (optional) I IDDelts LyInDer, i 2x4 = LOADING (psf) SPACING- 2-0-'0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DO 1.25 TO 0.33. - Vert(LL) 0.05 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber-DOL 1,25 BC 0.32 Vert(TL).• -0.07 .'376 >817. 180 BCLL 0.0 `• Rep Stress Incr YES WB 0.00 Horc(TL) -0.002 n/a. n/a BCDL 10.0 Code FBC2014/.rPI2007 Matrix -AS Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD - Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied... MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,_ in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) .. 1=183/Mechanical, 2=120/Mechanical, 3=63/Mechanical Max Horz 1=75(LC 12) Max Uplift 1=-28(LC 12), 2=-67(LC 12)' Max'Grav 1=183(LC 1). 2=120(LC 1), 3=87(LC 3) ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7AO; Vult=160mph (3-second gust)-Vasd=124rhoh; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ft; L=24ft; save='4ft; Cat: II; Exp B; Encl., GCpi=0.18; MWFRS (directional)' and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any. other live loads. ' 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members: 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding:100 lb uplift at joint(s) 1, 2. 6) This truss design requires that a minimum of 7/16" structural'wood sheathing be applied: directly to the top chord and %" gypsum stieetrock be applied directly to the'bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I-7473 rev. 1010312015 BEFORE USE Design valid for use only with M7ek® connectors. This design is based only upon pare meters 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 andlof chord.members only. Additional temporary and permanent bracing. MITe'K• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the -. fabrication, storage, delivery, erection and.bmcing of trusses and truss systems, see . ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component •. 6804 Parke East Blvd. rk Bl Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, VA 22314. .' Tampa, East Job Truss Truss Type Qty Ply ...T11281895- 504491-AMERON-TAIG- D01 Hip Girder 1 1: Job Reference (optional) 3-0-0 " tl.11 u s Hpr 1 o zui 1 Ml I eK Inaustries, mc. Mon dun D i 1:ztrua zu1 / rage i ID:PAjACliOXccyA2Nu7rr EhtKyhsj?-WIDbkuH9oSI01zHbnOTdPaBSiT9Mj22ySR1OaKz9Lba 4-2-0 6-4-0 . .. 120 220 Scale=1:14.8 4x5' ' 4x5 = 4x5. 11 3-0-0 .. 4 2 0 .. 6-4-0 088 338 120 220 . Plate Offsets MY)— [2:0-1-4.0-11-14]. [2:0-1-14.0-0-10], [6:0-3-3.0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d:' PLATES GRIP TCLL -20:0 Plate Grip DOL 1.25 TC 0.15. Vert(LL) -0.00 15 >999 240: MT20 244/190 TCDL 7.0 Lumber DOL _ .1.25 BC . 0.10 Vert(TC)... -0.00 15 . >999 180 . BCLL 0.0 Rep Stress Incr. NO ' : WB. 0.01 Horz(TL) : 0.006.: n/a.: n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 30lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 _ TOP.CHORD Structural wood sheathing directly applied or 6-0-0: oc purlins. . . BOT CHORD 2x4. SP No.2 BOT CHORD " Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP N6.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed dunng'truss erection, in accordance with Stabiliier Left: 2x4 SP No.2 Installation guide. SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS.. (lb/size) 6=180/0-8.0,.2=331/0-3-0 Max Horz 2=45(LC32) Max Uplift 6=-115(LC 0), 2=-236(LC 8) . FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered.for this design. 2) Wind: A§CE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=16ft;: B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; Encl.; GCpi=0.18; MWFRS (directional); cantilever left and right. exposed ; porch left and'right'exposed; Lumber.DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 5) " This truss has been designed fora live load of 20:0psf on the bottom chord in all areas where: a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beadng,plate,capable,of withstanding 100 lb uplift atjoint(s) except of=lb) 6=115,2=236. 7) Hanger(sj or other connection devices) shall be provided sufficient to support concentrated load(s) 85 lb down and 61, lb up.at 3-0-0, and.85 lb down and 61 lb up at.4-2-0 on top.chord, and 48.Ib down and 26 lb up at 3-0-0, and 48 Ib.down and 26 lu up at 4-1-4 on bottom chord. The design/selection of such connection device(s) is. the responsibility of others. ... .. ... . . 8) In the LOAD CASE(S) section, loads applied to the face of the truss are.noted as front (F) or'back (B). LOAD CASE(S) Standard .. . 1) Dead + Roof "Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-15=-20 Concentrated Loads (lb) Vert: 8=17(F) 7=17(1`) . . AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015.BEFORE USE. - Design valid for use only with MITek® connectors.. This design is based only upon parameters shown, and is for an Individual building component, not •. a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing' Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. 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.bfaoing oftrusses and truss systems, see ANSIfTPI1 Quality Criteria, DSB-89 and BCSI Building: Component.. _ 6904 Parke East Blvd.. . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. _ Tampa, FL 36610 Job Truss Truss Type. Qty Ply T11281896 504491-AMERON-TAIG D02, Roof Special 1 1 Job Reference (optional) I Ibbetts Lumber,. _ tr.I IU S Apr i-3 zul t mi i eK inaustrles, Iric. mop dun a l T.zts.ue zui t rage i ID:PAjACIxOXccyA2Nu7mEhtKyhsj7-W1 DbkuH9oS101zHbnOTdPaBSnT8Ajl zySRl OaKz9Lba 6-4-0 .. i. -1-4-0 3-7-0 ..4-2-0.. ... . 1-4-0 3-7-0 0-7-0 - - 2:2 0 . Scale = 1:15.0 4x5 = .. 3 4 4x5 = .. 6 3x6 = . 0-8-8 . 3-7-0 .. 6-4-0 . . . 0-8-8 2-10-6 2.9_D . -14.0-0-101: 12:0-1-4.0-11-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (log) 1/deft Ud ' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 7-12 _>999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1c25 BC 0.18 Vert(TL) 0.01 7-12 >999 .180 BCLL 0.0' ' Rep Stress Incr YES WB 0.08 Hori(TL)' -0.00 6 . n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -AS Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP N6.2 BOT CHORD Rigid.ceiling directly applied., WEBS 2x4 SP No.2 *Except* MiTek recommends that Stabilizers and required cross bracing 5-6: 2x6 SP No:2 be installed during truss erection, in accordance with Stabiliser WEDGE Installation guide. . Left: 2x4 SP No.2 REACTIONS. (lb/size) 6=177/0-5-0, 2=35010-3-0. Max Horz 2=78(LC 12) Max Uplift 6==109(LC 9), 2=-230(LC 12) FORCES: (lb) -.Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-177/341, 3-4=-161/405 BOT CHORD 2-7=-336/135, 6-7=-368/151 WEBS 4-6=-182/443 NOTES- 1) Unbalanced roof live loads have been considered for this design: 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=5.Opsf; h=1511; B=45ft; L=24ft; eave=4ft; Cat. . II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-4-3, Interior(1) 1-4-3 to 3-7-0, Exterior(2) 3-7-0 to 4-2-0 zone;, cantilever left and right exposed ; porch left and right exposed;C-C for members and forces &.MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 ' 3) Provide adequate drainage to prevent water ponding. 4) This truss.has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf.on the bottom chord in all areas where a rectangle 376-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 6=109,2=230. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and %" gypsum sheetrock be applied directly to the bottom chord.. ®WARNING -Verify design parameters and READ NOTES ON THIS, AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101032015 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 . MITBK• 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 andbracing of trusses and truss systems, see . . ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component - Safety Information avallable from 8904 Parke East Blvd. Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke East Job Truss Truss Type. Ply 112 T 81897 504491-AMEROWTAIG : D03 : Half Hip �Qty: Job Reference (optional) I IDDetrS LUMDer„ o.l I V 5 mpr io LV I i ivii) uK Inuubuiub, Ir]D. IwUI] JUT] D I GLO: IU LU I / rdyu I ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-_DrnzyEHnZmttw7soL5_syokZeIMFSVk5h5ma6mz9LtiZ 1-4 0 5-0-0 6-4-0 . .1 ,-4-0 5-0-0 1-4-0- . 4x5 _ Scale = 1:17.0 . .. _ .. 2x4. 11 . 3 4' 1 ... : .. .. .: .. .... .. ...: .. : ...' . . .. 2x4 II . .. ..i . .0 8 8 .. .. . 5-0-0 0-8-8 4-3-8 . 1-4-0 sets MY)— [2:0-0-10.Edgej, [2:0-1-0,0-11-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/dPLATES GRIP T.CLL 20.0 Plate Grip DOL 1.25 TC 0.41: Vert(LL) " " ' 0.17 6-11 " >426 240 MT20 244/190 TCDL 7..0 Lumber DOL 1.25 BC .0.64 Vert(TL). 0.14 .6-11 >535. .180 BCLL 0.0 ' Rep Stress Incr. YES WB: 0.04 Horz(TL) . -0.00 2 : n/a : n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS Weight: 30 Ib FT= 26% : LUMBER- BRACING - TOP CHORD 2x4 SP N6.2 TOP.CHORD Structural wood sheathing directly applied, except end verticals: . . BOT CHORD 2x4. SP No.2 BOT CHORD Rigid ceiling directly applied. . WEBS 2x4 SP No.2 *Except* MiTek recommends that Stabilizers and required cross bracing 4-5: 2x6 SP No:2 be installed during truss.erection, in accordance with Stabilizer WEDGE Installation uide. Left: 2x4 SP No.2 REACTIONS.: (lb/size) 5=177/0-8-0, 2=350/0-3-0 . Max Horz 2=108(LC 12) Max Uplift 5==113(LC 12), 2=-221(LC 12) FORCES., (lb) - Max. Comp./Max. Ten. - All. forces 250 (lb) or less except when shown. WEBS 3-6=-127/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDl.=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; pave=4ft; Cat.' II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-4-3, Interior(1) 1-4-3 to 5-0=0, Extedor(2)'5-0-0 to' 6-1-4 zone; cantilever left and right exposed ; porch left and right exposed;C=C for members and forces & MWFRS for reactions . shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide' adequate drainage to prevent water ponding,. 4) Thistrusshas be.en'designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for, a live load of 20.Opsf on the bottom chord in all areas where, a rectangle 3-6-0 tall by 2-0-0 wide .will fit between the bottom chord and any other members. 6) Provide. mechanical connection (by.others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=113,2=221. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and %":gypsum sheetrock be applied directly to the bottom chord.. AWARNING • Ved/y design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll•747J rev. 10/07/2015:BEFORE USE. - Designvalid for use only with M7ek® connectors. This design is based only upon parameters shown, and is foran 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, ' WOW. is always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery; erectionand bracing of trusses and truss systems, see ANSIRP11 Quality Criteria DSB-99 and BCSI Building Component 6904 Parke E t Blvd as 'Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . Tampa, FL 36610 Job Truss Truss Type 504491-AMERONTAIG EJ3. Jack -Open I IDDeHS Lurl"Oer,. 1. 4-0 Qty Ply T11281898 � •' 2 1 Job Reference 8.110 s Apr 13 2017 MiTek Industries, Inc: Mon Jun 511:28:11 2017 Page 1 ' ID: PAjACIxOXccyA2Nu7mEhtKyhsj?.SQKL9alPK4?kYHR_upVSU?HoEHpWBxgFvlWyfCz9LbY. 3-0-0 3-0-0 . Scale = 1:10.9 . .' .�.... ... .� ..� � .. 2x4 =.• .. ... .' ...'. .... .4 : : .... .. ... ' LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft ' Lid " PLATES GRIP TCLL 20.0 Plate Grip. DOL 1.25 TC DA7 Vert(LL)' 0.005 >999 240. MT20 244/190' TCDL 7.0 Lumber DOL 1.26 . ' BC 0.19 Vert(TL) _ -0.00 5 >999..' ..180 BCLL 0.0' " Rep Stress Incr YES - WB. 0200 Horz(TL) .0.0.0 3 file . n/a BCDL ..10.6 .Code FBC2014rrP12007 Matrix -MP Weight: 13lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, . BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.2' be installed during truss erection, in accordance with Stabilizer Installation uide. ' REACTIONS. (lb/size)' 3=25/Mechanical, 4=2/Mechanical, 2=265/0-3-0 Max Hors: 2=77(LC 12): . Max Uplift 3=-18(LC 9),'4=-14(LC 9), 2=-183(LC 12) Max'Grav 3=25(LC'1), 4=29(LC 3), 2=265(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250' (Ib) or less.ezcept when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;.TCDL=4.2psf; BCDL=5.Opsf; h=15ft;' B=45ft; L=24ft{ eave=4111; Cat:' : : ' II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-4-3, Interior(1) 1-4-3 to.2-:11-4 zone; cantilever left: . and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber:DOL=1.60 plate grip DOL=1.60 ' 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any.other members. .. ... .. ... 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb): ' - 2=183: . WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/0312015.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 ANSIrfP11 Quality Criteria DSB-89 and SCSI Buildin Corn onent Safety Information available tram Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 9 p 6904 Parke East Blvd. .' Tampa, FL 36610' Jab Truss Truss Type Qty Ply 11 T 281899 504491-AMERON-TAIG EJ7, Jack -Open, 18. .1 Job Reference (optional) I IOaens LUmDer,. 0.11 U 5 Mpr lJ Lu r I Ivil reK rnuu511 wb,.rnu. Murl Jul] D IGLO: IL 4u 11 ruyu 1 . ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-wcujNwJ15N7b9R?ASWOK1 DprOh4FwOwO8PFhBfz9LbX- 1-4-0 7 0 0 Scale = 1:19.8 - .. 3 .. .. 5.00 12. ... :. _ ..:. . . 8 . 3x4 = 4 - 7-0-0 Plate Offsets (X.Y)— [2:0-1-2.Edae1' LOADING (pso SPACING- 270=0 " CSI. DEFL. " in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 Tc 0:59 Vert(LL) 0.13 4-7- >651 240 MT20 244/190 ' TCDL 7.0 Lumber-DOL 1.25 BC.' '0.47 Vert(TL)'. '=0.25 4-7' >332.' '.180 BCLL 0.0 ' Rep Stress Incr YES. WE 0.00 - Horz(TL) .0.00 2 n/a. n/a BCDL 10.0 Code FBC2014/TPI2007 Matrx-AS' Weight.:24lb. FT'=20% . LUMBER- . BRACING - TOP CHORD 2x4 SP No.2 TORCHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabiliier Installation guide. REACTIONS. (lb/size) 3=168/Mechanical,.2=339/0-8-0, 4=81/Mechanical Max Horz 2=137(LC 12) Max Uplift3=-92(LC 12),.2=-113(LC 12) Max'Grav 3=168(LC.1), 2=339(LC:1), 4=121(LC 3) FORCES.' (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less.except when shown. NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;.TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat: II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11' to'1-7-5, Interior(1) 1-7-5 to 6-11-4 zone; cantilever left: and right exposed ;C-C for members and forces & MWFRS for:reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0. psf bottom chord live load'nonconcurrent with any, other jive loads. 3) .• This truss has been designed for a live load of 20.0psf on the bottom chord Wall areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chard and any other members: 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift afjoint(s) 3 except Qt=lb) 2=113. 6) This truss design requires that a minimum of 7/16" structural wood.sheathing beApplied directly to the top chord'and'%" gypsum. sheetrock be applied directly to the'bottom chord. AWARNING - Vedfy deslgn parametersand READ NOTES. -ON THIS AND INCLUDED MITEK REFERENCE PAGE Mq-7473 rev. 10/032015 BEFORE USE. Design valid for use only with M7ek® connectors., This design is based only upon pammetem shown, and is for an individual building component, not • a truss system. Before use, the building designer mustverify the applicability of deslgn parameters and properly incorporate this design into the overall' building design: Bracing indicated is to prevent buckling of individual truss web and/ol chard members only. Additional temporary and permanent bracing, MOW. . ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .. fabrication'storage delivery erecrion and bracing oftmsses and truss systems see ANSIITPI'l Quality Criteria DSB-89 and BCSI Buildin .Com onent Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suhe 312,'Ale.xandria, VA 22314. 9' P Tamp Parke East Blvd. - - - - � Tampa, FL 36610 1, 1 Job Truss Truss Type, My ply . ... 112 T 81900. 504491-AMERON-TRIG' EJ31' Jack -Open 1 1: Job Reference o tional LOADING (psf) SPACING- 2-0-0. ' CSI. DEFL. in (loc)' 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0:00 7 >999 240: MT20 244/190 " Lumber-DOL 1.25. BC 0.04 Vert TL-0.0.0• 7 >999 180 ' . TCDL 7.0' ( ) BCLL 0.0 Rep Stress:lncr ' .. YES WB. 0.00 Horz( L) -0.00 .3 n/a .' . n/a BCDL 10.0 Code FBC2014CrP12007 Matrix -MP Weight: 9lb F.T=20% LUMBER- BRACING - TOP CHORD, ' 2x4 SP No.7 TOP CHORD Structural wood sheathing directly applied or 2-0-0_ oc pudins. ' BOT CHORD 2x4 SP.No.2 BOT.CHORD : Rigid ceiling directly applied or 10-0-0 oc bracing.: . . MiTek recommends that Stabilizers and required cross bracing be installed -during truss erection, in accordance with. Stabilizer Installation guide. ' REACTIONS. (lb/size) 3=32/Mechanical, 2=174/0-3-0, 4=14/Mechanical Max Horz 2=62(LC 12) Max Uplift:3=-17(LC 9),:2=-129(LC 12), 4=-14(LC 9) .... .. Max Grav 3=32(LC 1), 2=174(LC 1),4=30(LC 3) FORCES.. (lb) - Max. Comp./Max, Ten. - All forces 250, (lb) or less except when shown. . NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;7CDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl:, GCpi=0..18; MWFRS (directional)' and. C-C ExteHor(2) -1-4=11 to 1-7-5, Interior(1) 1-7-5 to 1-11-14 zone;: cantilever' left and right exposed ; porch left and right exposed;C-C for.members and forces & MWFRS for reactions shown; Lumber.DOL=1.60': plate grip DOL=1.60 2) This truss has been designed for a 10.0. psf bottom chord live load'nonconcurrent with any other live loads. 3).* This truss has been designed for a live load of 20:0psf 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 andanyother members. 4) Refer to.girder(s) for. tniss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) . 2=129. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for individual building component, not • - a truss system. Before use, the Building designer mustverify the applicability of design parameters and properly Ihcorpoiate this design Into the overall. building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW. ' 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 gftrus;es and , . systems, see _ . ANSUrPl1 Quality Criteria, DSB-89 and BCSI Building: Component. : . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,VA 22314. Tampa, FL 96610 t,r k Job Truss Truss Type 504491-AMERON-TAIG EJ71 Jack -Open I IODettS LUmDer„ PlyT11281901�Qty ' 1 1 JJ6bR6fei*erc'e( o tional 8.110 s Apr 13 2017 MiTek Industries, Inc. Mon Jun 511:28:13 2017 Page I' I D: PAjAC IxOXccyA2Nu7m EhtKyhsj?-OoS5aGKgshFSnbaN OEX2aQM0v5Q?frAYN37Ej5z9LbW 7-0-0 Scale = l 19.1 . 3x4= - .. .. .. .. .... .. .... 700 7-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES. GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0:14 3-6 >603 240 MT20 ' 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:51 Vert(TL) -0.27 3-6 >313 180 BCLL 0.0 ' ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 1 n/a. n/a BCDL , 10.0 Code FBC2014rrP12007 . Matrix -AS Weight: 22.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. MiTek'recommends that Stabilizers and required cross bracing be installed during truss erection; in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=257/0-8-0, 2=172/Mechanical, 3=84/Mechanical . Max Horz 1=105(LC 12) Max Uplift 1=-40(LC 12), 2=-96(LC 12) . . Max Grav 1=257(LC 1), 2=172(LC 10', 3=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. . NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional)' and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1)' 3-0-0 to 6-114 zone;'cantileVer left' ' and right exposed ;C-C for members and forces & MWFRS for -reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a:10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to.bearing plate capable, of withstanding 100 lb uplift at joint(s) 1, 2., 6) This truss design requires that a minimum of 7/16" structural wood -sheathing be applied directly to the top chord and gypsum sheetrock be applied' directly to the:bottom chord: ®WARNING -Verify design parameters and READ.NOTWON THIS AND INCLUDEDMITEK REFERENCE PAGE Mll-7473 rev. 10103/2015 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 oftmsses and truss systems, see . ANSIRPII Quality Criteria, DSB-89 and BCSI Building: Component 6904 Parke East Blvd. .... . 'Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 I Job Truss Type Qty. .' Ply T11281902 504491-AMERON-TAIG Puss 01 Hip Girder 1 1. Job Reference (optional) I IDMIS Lumber, 8,l -1 u 5 r+pr -16 LU-I I Iva I2K rnauSINUS, Jnu. wlyp Jurl D 1 I:Lo. I9 Au 11 rugu 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-t_OUocLld?NIPk9Zax3o6evKEUsQOIBhcjknFXz9LbV i 2-0-0 i. 3-10-0 - i 5-10-0 2-0-0 1-10-0 .. .. _ _ .. Scale=1:11.1.-. NAI IIIED 4x5.= x5 NAILED NAILED 5.00 12. 2 13 .. 3 .. ... _ .: B 2c4 = 2x4 = 1 2-0-0 •3-10-0 _ _r - 5-10-0 2-0-0 1-10-0 2-'0-0 I _ LOADING (pso SPACING- 2-0-0 CSI. DEFL. in ,(loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.'01 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 ' 6' >999 180 BCLL 0.0 Rep Stressincr 'NO WB 0.02 Horz(TL) 0.60 .4 ' n/a, n/a BCDL 10.0' . Code 0132014(fP12007 . ' Matrix -MP Weight: 20 lb FT = 20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: WEBS 2x4 SP N6.2 MiTek recommendsthat Stabilizers and required cross bracing be installed during truss erection; in accordance with Stabilizer Installatiori guide. REACTIONS. (lb/size) 1 =21510-8-0, 4=21510-6-0 Max Horz 1=18(LC 7) Max Uplift 1=-91(LC 8), 4=92(LC 8) Max Grav 1=251(LC 36);4=250(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-445/188, 2-3=-413/186, 3-4=-445/188. BOT CHORD 1-6=-151/409, 5-8=-156/418, 4-5=-151/409 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second. gust) .Vasd=124mph; TCDL=4.20sf; BCDL=5.0psf; h=15ft; 121=45ft; L=24ft; eave=4ft; Cat., 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 'exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 1 0.0'psf bottom.chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed fora live load of 20.0psf. on the bottom chord. in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1; 4. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0,148"x3.25") toe -nails per NDS.guidlines: 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 (010 Vert: 1-2=-54, 2-3=-54, 3-4=-54, 7-10=-20 Concentrated Loads (lb) Vert: 6=1(F) 5=1(F).14=0(F) AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 11411-7473 rev. 101032015 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. Additionattemporary 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 fabricadon, storage, delivery, erection and bracing of trusses and truss systems, sea pNSI1TPl1 finality Criteria, DSB-89 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, VA 22314. •' Tampa, FL 36610 Job Truss Truss Type 504491-AMERON TAIG' GO2.. .. Hip Girder 4ty �Ply • T11281903 • 1 n Job Reference 8,110 s Apr 132017 MiTek Industries, Inc. Mon Jun 511:28-15 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhlKyhsj?-LBas?yLwNIV90ukl7falfrRSDu377k4ggNULozz9LbU ' 3-3-8 5-10-0 i 01-0 .• 2-6-8. Scale 1:11.3 .4x5 =. I . . . . . . ' . ' . 4x5 = 2 :. 3 .. . 05 = .. .: .. . ' .. : ..4x5 =. . . .. .. 2-6-8 .. .. .,3-3-8 . L .. .5-10-0 .. .... . . LOADING (psf) SPACING= 2-0=0 CSI. DEFL. in (loc) I/deft L/d ' PLATES GRIP TCLL 200 Plate Grip DOL ' 1.25 ' TC 0.23: Vert(LL) -0.02 5-16 >999 240: MT20 244/190' TCDL 7.0 Lumber DOL 1.25 BC. 9.66 Vert(TL) -0.04 .5-70 >999. 180 BCL.L 0.0 Rep Stress Incr. NO ' WB 0.10 Horz(TL)..0.01' 4. n/a, n/a BCDL 10.0 Code F6C20141rP12007' Matri)=MP Weight.: 50 lb FT = 20% LUMBER- '.. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1.0-0 oc,puriins,. BOT CHORD ' 2x6 SP No.2 BOT CHORD; Rigid ceiling directly applied or 10-0-0 oc bracing.:' WEBS 2x4 SP No.2 . REACTIONS. (lb/size) 1=977/0-8-0, 4=1493/0-8-0 Max Horz 1=23(LC 24) Max Uplift '1=-241 LC 8 4- 372 LC 8 FORCES. (lb) - Max. Comp./Max..Ten. -All forces 250 (lb) or.less except when shown: T.OP. CHORD 1-2=-2468/623, 2-3=-2389/613,374=-2441/615. BOT CHORD 1-6=-543/2261, 5-6=-574/2389, 4-5=-548/2277 WEBS 2-6=-216/909, 3-5=-186/791 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"A") nails.as follows:, Top chords connected as follows: 2x4 - t.row at 0-9-0 oc: Bottom chords connected as follows: 2x6 - 2 rows: staggered at 0-5=0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) Ali 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 tide loads have been considered for this design: 4) Wind: ASCE 7-10; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4,2psf; BCDL=5:Opsf: h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=.0.18; MWFRS (directional); cantilever left and right exposed ;.Lumber DOL=1.60.plate. grip DOL=1.60 . 5) Provide adequate drainage to prevent waterponding. . 6) This truss has been designed fora 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 (byothers) of truss to bearing plate capable of withstanding'100 Ib uplift at joint(s) except Qt=1b) 1-241,4=372. 9) Use USP THD26 (With 16d nails into Girder & NA91) nails into Truss) or equivalent at 3-9=12 from the left end to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber., 11) "NAILED" indicates 371Od (0.148"x3") or 3-12d (0A48"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54,1-4=-20 r� AWARNING - Verify design parameters and READ NOTES ON TNISAND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.. 1010312015 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 muslverify 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 andlor choid.members only. Additional temporary and permanent bracing, - WOW. 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 oftmsses and truss systems, see . ANSUTPI1 QualityCriteria, DSB-89 and BCSI Building Component 6904 Parke fast Blvd. - Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 3,12, Alexandria, VA 22314. .' Tampa, FL 36610" TrussPly Truss Type. T11 281903 504491-AMERON-TAIG G02 Hip Girder �9tyJob Job Reference (optional) WARNING - Verify design parameters and. READ NOTES ON THIS. AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/032015 BEFORE USE. Design valid for use only with Wek® 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,rnembers only. Additional temporary and permanent bracing, �/ T . 0k• WOW, 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. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, SM9 3.12, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T11281904 504491-AMERON-TAIG HJ3. Diagonal Hip Girder 2 1 Job Reference o tional I IDDettS LUmDer,, B C.11 u s mpr 1 S zUl I Nil I eK Ineuslrles, .Inc. Mon Jun ,o -I 72o:10 zu-1 f rage i ID: PAjACIxOXccyA2Nu7mEhtKyhsj7-pN8EDHMY8cdOe2JyhM5GB3_c51 WIsCv_31 DuKQz9LbT 4-2-3 . .. .. .. Scale:l"=1' I$ N .A.. .. .. . . 4-2-3 3_2-13 .. .. . . Plate Offsets (X.Y) - [2:0-3-4.0-0-91: 12:0-1-2:1-4-151 'LOADING (psf) SPACING- 2-0-'0 CSI. DEFL. in (loc) I/deft Ud ' PLATES GRIP T.CLL 20.0 Plate Grip. DOL 1.25 TC 0.29 Vert(LL) ' 0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber-DOL 1.25 BC. 0.18 Vert(TL) -0.02 5 •>999 186 BCLL 0.0 ' Rep Stress Incr NO. WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 .Code FBC2014/TPI2007 Matrix -MP Weight:17lb FT=20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2.. TOP CHORD Structural wood sheathing directly applied or 4-2-3 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD ' Rigid ceiling directly applied or 10-0-0 cc bracing.' WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3=33/Mechanical; 4=2/Mechanical, 2=313/044 Max Horz' 2=76(LC 8) Max Uplift 3=-23(LC 5),'4=-24(LC 13), 2=-275(LC 8) Max Grav 3=33(LC 1), 4=38(LC 3), 2=313(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7AO; Vult=160mph (3•second gust) Vasd=124rhoh; TCDL=4.2psf; BCDL=5.Ope; h=15ft; B=45ft; L=24ft: save=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever.left and right exposed; porch left and right exposed;'Lumber DOL=1.60 plate grip DOL=1.60 . 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chard 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: 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift of joints) 3, 4 except at=lb) 2=275.. 6) "NAILED" indicates 3-1 Od (0.148"x3") Or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the trussarenoted 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: 10=60(F=30,B=30) AWARNING -Verily design parameters and READ NOTES ON THIS, AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/032015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ,• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'K• is always required for stability. and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage, delivery, erection and. bracing of trusses and truss systems, see . ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building: Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610' Job Truss Qty . Ply 11 T 281905 504491-AMERON-TAIG' �TrussTyple, HJ7. Diagonal.Hip Girder 4 Tjob rence (optional) 1 NAILED - NAILED 2x4 II NAILED - . 3x4 = NAILED NAILED NAILED, 3x6 =5 . .. .. 5-2-9 .. .. . 4-7-8 .. .. .. . . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) ' I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37: Vert(LL) -0:04 7-10 >999 240 MT20 244/190 TCDL 7.0 ' Lumber'DOL 1.25 BC 0.41 Vert(TL) -0.07 6-7, ,>999 160 BCLL 0.0 ' Rep Stress Incr . NO WB 0.34 Horz(TL). 0.01 .6 n/a, . n/a BCDL 10.0 Cade' FBC2014/TPI2007 Matrix -MS Weight: 42 lb FT = 20% LUMBER-- BRACING- . -Top CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0; oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. . WEBS. 2x4 SP No.2 MiTek recommends'that Stabilizers and required cross bracing be installed during, truss. erection, in accordance with -Stabilizer Installation uide. REACTIONS. (lb/size) 4=122/Mechanical, 2=517/0-10-15, 6=335/Mechanical Max Horz 2=136(LC 8), Max Uplift 4=-70(LC 8), 2=-202(LC,8), 6=-46(LC 8): .... . FORCES. (lb) - Max. Comp./Max.:Ten. - All forces 250 (lb) or less except when shown. TOP CHORD. 2-3=-843/132 BOT CHORD 2-7=-197/791, 6-7=-1971791 WEBS-3-7=07263,.3-6=-838/209 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft;, B=45ft; L=24ft; eave=4ft; Cat: II;:Exp B; Encl., GCpi=0.18 MWFRS (directional); cantilever left and right exposed'; Lumber DOL=:1.60,plate.grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load"nonconcurrent with any.other live loads. 3) ' This truss has been designed for. a live load of 20:Opsf on the, bottom chord, in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members: 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to'bearing plate capable of withstanding'100 lb uplift at *joint(s) 4, 6 except at=lb) 2=202. 6) "NAILED" indicates 3=10d (0A48"x3") or 2-12d (0:148"x3.25") toe -nails per NDS.guidlines: 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1,25,.Plate ln6rease=1.25 Uniform Loads (plf) . . Vert: 9-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-77(F=-38, B=-38) 15=-11(F=-5, B=-5) 16=-58(F=-29, B=-29) AWARNING - Verify design parameters and REAONOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rew 101032015 BEFORE USI:. - Design valid for use only with MTek® connectors, This design is based only upon parameters shown, and is for an individual building component, notMR •' . a truss system. Before use, the building designer must verify the applicability of design parameters'and properly incdrporate 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 andbracingof trusses and truss systems, see ANSVTPII QualityCnn tea, DSB-89,and SCSI Building Component.. • 6904 Parke East Blvd. ' ' ' ' Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610' - Job Truss Truss Type Ply �504491-AMERON TAIG : HJ31 �Qty Diagonal Hip Girder 2 . 1 T 11 281906 Job Reference (optional) Tibbetts Lumber t1. 11 u s Apr -to zul I IVII I eK Inuusrrles,.lnu. ivion Jun o l -I:zoa / zu I / rage i ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-HZicQdNAvwltGCu8F4cVkGXoxisBbf971hzSssz9LbS 2 9.3 . . 293 :Scale=1:9.4 . ' . -3 - NAILED' NAILED Ir .3.54 FT_ . 8 d .. 2 w �. d . 1 .. 9 NAILED 4 . NAILED . .3x4 .. .- 2_93 LOADING (psf) SPACING- . 2-0-0 CSI. DEFL. in (Ioc) I/deb L/d PLATES GRIP . TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0:01 4-7 >999 240 MT20 244/190 TCDL :7.0 Lumber DOL 1.25 BC 0.17. Vprt(TL) -0.01 4-7 >999 180: BCLL' 0.0 Rep Stress-Incr ' NO WB 0.00 Horz(TL), "0.00 " ' 2 n/a, " , n/a BCDL 10.0' Code FBC20141TPI2007 Matrix -MP Weight: 11.Ib " " FT=20%. .• ' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural.wood sheathing directly applied or 2-9-3, oc pudins. .. BOT CHORD 2x4 SP No.2 BOT CHORD : Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing . be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=44/Mechanical, 2=241/0-6-2, 4=19/Mechanical Max Horz 2=60(LC 24). Max Uplift 3=-25(LC 5),.:2=-193(LC 8), 4=.-27(LC 5)' Max Grav 3=53(LC 23); 2=241(LC 1), 4=62(LC 24) FORCES. " (lb) - Mai. Comp./Max. Ten. - All forces 250" (lb) or less except when shown. NOTES. . 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;:TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; Eric[;, GCpi=0.18; MWFRS (directional); cantilever left and right exposed'; porch left and right exposed; Lumber DOL=1:60 plate grip DOL=1.60 2) This truss has been designed'for a'10.0 psf bottom chord;Iive load nonconcurrent with any: otherlive loads. 3), *This truss has been designed fora live load of20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to.bearing plate capable. of withstanding 100 lb uplift at.joint(s) 3, 4 except at=lb) . . 2=193. 6) "NAILED" indicates 3-10d (0.148"x&') or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). - LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: 1-3=-54; 4-5=-20 . AWARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 10/03201S 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 vertfy'the applicability of design parameters and properly incorpoiale this design into the overall building design. Bracingindicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITBk• - 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 ANSIITPII Quality Criteria DSB-89 and SCSI Building Component 6904 Parke Easl Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda..VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty' Ply T11281907 504491-AMERON TAIL V01 Valley 1 1 Job Reference (optional) I IDDer s LUMIDer, N 1 d ts.l l u s Apr TJ zul I MI I eK Inaustries. ipc. mon Jun .b i i:Ltsa y LUl r rage i ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-DypMrJOQRX?bVW2XMUezphc6VX33ZfQl?SYxlz9LbQ 5-0-8 5-0-8. zza Scale = 1:13.7 II " 2 .2X4 .. .. zxa II LOADING (psf) SPACING- . 2-0-0 CSI. DEFL. in- (loc) I/deft L/d PLATES. GRIP . TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:21' Vert(TL) n/a n/a 999. . BCLL 6.0 Rep Stress Incr ' YES WB • 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code' FBC2014rrPI2007 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural.wood sheathing directly applied or 5-0-8. oc pudins, ' BOT CHORD 2x4 SP No.2 except,end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.. REACTIONS. (lb/size) 1=153XII I-14, 3=153/4-11-14 „ Max Horz 1=63(LC 12) .... .. Max Uplift 1=-24(LC 12), 3=-50(LC 12)•' FORCES: (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vascl=U41rlph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.1,8(MWFRS (directional) and C-C Exterior(2) 0-9-1 to,3-9-1, Inte66r(1) 3-9-1 to 4-10-12 zone; cantilever IefC and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load 'nonconcurrent with any other live loads. - 4) `This truss has been designed 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. ©WARNING - Verify design parameters and READ. NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev., 10103201¢ 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. MITeR• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrimtion, storage, delivery, emotion andbracing oftrusses and truss systems, see . . ANSIrfPll Quality Criteria,. DSB-89 and SCSI Building- Component Parke Safety Information available from Truss Pae Easl Blvd. ss Plate Institute, 218 N; Lee Street, Suite 312, Alexandda,-VA 22314. Tampa, rk 3ast Job Truss Truss Type Ply �Qty . . .... . T11281908 504491-AMERON-TAIL V02 Valley 1 1 Job Reference o tional I IDDeus Lumber,, tl."1 "1 u s Hpr '13 ZU'I / NII I eK Inuusirles, Inc. ivion dun 0-11:140:-1 a Idu I I rage -I ID:PAIACIxOXccyA2Nu7mEhtKyhsj?-DypMrJOQRX?bV W2XMUezphcAQVaX3ZfQI?SYxiz9LbQ .. 3-0.8 3-0-8 - . - Scale = 1:9.1 .. .. 2 • 2x4 I 5.00 12. . 2x4 "2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09: Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999" BCLL 0.0 Rep Stress Incr. YES : WB 0.00 HOrz(fL) 0.00 n/a . n/a . BCDL . 10.0 Code FBC2014rrPI2007 Matrix-P WeigHt: 9 Iti FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, BOT CHORD 2x4 SP No.2 except erid.verticals. . WEBS 2x4, SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.- 7in ommends that Stabilizers and required cross bracing d duringWss erection,in accordance with Stabilizern guide REACTIONS. REACTIONS. (lb/size) 1=79/2-11-14, 3=79/2-11-14 Max Horz' 1=33(LC 12)' Max Uplift 1=-12(LC 12), 3=-26(LC"12). FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250. (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18;' MWFRS (directional)' and C-C Exterior(2).zone; cantilever left and right exposed,;C-C for members and forces. & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to.bearing plate,capable,of withstanding 100 lb uplift at joint(s) 1, 3. AWARNING - VeiHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/032015: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 vedfythe 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 MITER• . is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 8904 Parke East Blvd. safetylnfomiation available from Truss Plate Institute, 218 N. Lee Street; Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss I IDD8US LUMDer, Truss TypeQty Ply ' T11281909 Valley 1 � Job Reference (optional) 8.110 s Apr 13 2017 MiTek Industries,.lnc. Mon Jun .511:28:20 2017 Page 1 1D:PAjACIxOXccy'A2Nu7mEhtKyhsj7-h8NI2fP3Cg7S7fdjwC9CMv9MnvwwoOvZ fB6TBz9LbP• ' i 2-6-8 1 '3-0-8 2-6-8 0-6-0 ... .. - 3x4' _. 3x8..11 . .. ..:Scale: 1.5"=l' .'. 2 3. 5.00 12 2x4 m d o. LOADING (psf) SPACING- 2-0=0 CSI. DEFIL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0:05, Vert(LL) n/a - n/a 999 " ' MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) ' n/a n/a 999 BCLL 0.0 ' Rep Stress lncr. YES. ' WB 0.00 Horz(TL)' 0.00' 4 n/a, n/a BCDL 10.6 Code FBC2014/TPI2007 Matrix-R Weight: 9lb' FT=20%-- LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-078 oc purlins, BOT CHORD 2x4 SP No.2 except end'verticals. WEBS 2x4 SP No.2 BOT.CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer' Installation guide. ' REACTIONS.. (lb/size) . 1=79/2-11-14, 4=79/2-1,1-14 Max Horz 1=22(LC 12) Max Uplift 1=-16(LC 12), 4=22(LC 12) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250' (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (&second gust) Vasd=124mph; TCDL=4,2psf; BCDL=5.Opsf; h=15ft; B=45f; L=24ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom'chord and any other members.. 6) Provide mechanical connection (oy others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/0312015 BEFORE USE. " r. Design valid for use only with MTAO connectors. This design Is based only upon parameters shown, and is for 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_ MITBK• 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 . ANSIRPI7 Quality Criteria, DSB-69 and BCSI Building Component 8904 Parke East Blvd. 'Safety Inforrpation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 LOADING (psf) SPACING- 2-0=0 CSI. DEFIL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0:05, Vert(LL) n/a - n/a 999 " ' MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) ' n/a n/a 999 BCLL 0.0 ' Rep Stress lncr. YES. ' WB 0.00 Horz(TL)' 0.00' 4 n/a, n/a BCDL 10.6 Code FBC2014/TPI2007 Matrix-R Weight: 9lb' FT=20%-- LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-078 oc purlins, BOT CHORD 2x4 SP No.2 except end'verticals. WEBS 2x4 SP No.2 BOT.CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer' Installation guide. ' REACTIONS.. (lb/size) . 1=79/2-11-14, 4=79/2-1,1-14 Max Horz 1=22(LC 12) Max Uplift 1=-16(LC 12), 4=22(LC 12) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250' (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (&second gust) Vasd=124mph; TCDL=4,2psf; BCDL=5.Opsf; h=15ft; B=45f; L=24ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom'chord and any other members.. 6) Provide mechanical connection (oy others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/0312015 BEFORE USE. " r. Design valid for use only with MTAO connectors. This design Is based only upon parameters shown, and is for 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_ MITBK• 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 . ANSIRPI7 Quality Criteria, DSB-69 and BCSI Building Component 8904 Parke East Blvd. 'Safety Inforrpation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply ' T11281910 504491-AMERON-TAIL VO4 : Valley Job Reference o tional I IDDeas Lumber, o.I I a MIA io <uir wur en aiu u—,a rayc I D: PAjACIxOXccyA2Nu7m EhtKyhsj?-9Lx7G?Qhz8FJkpByUvhRu6hVyJ FTXT9jDJxf?dz9 LbO 3-7-8 3-7-8 . : Scale =110.3 . .. 2 l6x d .. .. . 3 2x4 �. 2x4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in ,(roc) I/defi Ud - PLATES. GRIP . TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244%190 TCDL 7.0 Lumber DOL 1.25 BC 0.08. Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL). 0.00 n/a. n/a BCDL 10.0 Code' FBC2014/TPI2007 Matrix-P,. Weight: 11, lb FT = 20% LUMBER7 BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc pudin's, BOT CHORD 2x4 SP No.2 except.end verticals.. WEBS 2x4 SP N6.2 BOT CHORD ; Rigid ceiling directly applied or 10-0.O oc bracing.; MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer . Installation guide. REACTIONS. (lb/size) 1=101/3-6-14, 3=101/3-6-14 Max Horz 1=42(LC 12) Max Uplift 1=16(LC 12),3=-33(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib)or less except when shown. NOTES- 1) Wind: ASCE MO; Vult=160mph (3-second gust) VAsd=124mph; TCDL=4.2psf;'BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. " II; Exp B; End:, GCpi=O.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed:;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing: 3) This truss has been designed for a 10.0 psf bottom chard 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. ©WARNING - Verify design parameters and READ. NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII .3 rev.. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall' ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord.members only. Addi9onal 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 , . fabricallon, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIrrP11 Quality Criteria, DSB-89 and BCSI Building Component.. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite38904 Parke East Blvd. 12, Alexandria, VA 22314. Tampa, Parke East r 1 � Job Truss 504491-AMERON-TAIG V05 I IDDettS LUmDer, Truss Type Qty Ply T11281911 Valley Job Reference 8.110 s Apr 13 2017 MiTek Industries, Inc. Mon Jun .5 11:28:212017 Page 1 ID: PAjAC IxOXccyA2 N u7m EhtKyh sj7-9Lx7G7Qhz8FJkp BvUvh Ru6hXZJGMXT9j DJxf?dz9LbO 2-60 .. .. ... .. .. 2-6-0 - .Scale:1.5"=1' . d . 3 .. 2x4 i .. 2x4 11 . LOADING (pso SPACING- 2-0-0 CSI. . DEFL. in ,(loc) .I/deft • . Ud PLATES. GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 - MIT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:03: Vert(TL) n/a n/a 959: BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL). 0.00 n/a n/a BCDL . 10.0 Code FBC2014/TPI2007 Matrix-P Weight:7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-0. oc purlins, BOT CHORD 2x4 SP No.2 except end verticals.. WEBS 2x4 SP Nd.2 BOT CHORD: Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=59/2-5-6, 3=59/2-5-6 Max Horz' 1=25(LC 12) Max Uplift 1=-9(LC 12), 3=20(1_C 12) FORCES. (lb) -Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. NOTES-. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph' TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional)and C-C Exterior(2) zone; cantilever left and right exp'osed:;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing: 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 4) ` This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members: 5) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.. ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015.BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing' Indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing MITBk• is always required for stability. and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - ' fabrication: storage, delivery, erection and bracing oftrusses and truss systems, see ANSVTPH Quality Criteria, DSB.89 and SCSI Building. Component.. . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite M2, Alexandria,.VA 22314. T,m,,, Fl ua�m Job Truss Truss Type Qty Ply T11281912 504491-AMERON-TAIG' V06 Valley 1 1 Job Reference (optional) Tibbetts Lumber, 8.1 lu s MP[ 10 Gu1r wn1—II1—LIItlJ, .IIIU. IVIVII — I J 1I.1—cv11 ray. 1 ID: PAjACIxOXccyA2Nu7m EhtKyhsj7-eXV VTLRJkSNAMzm 52dCg RKE i ljbsGwPsRzg CY4z9LbN 2-0-0 4-0-0 .2-0-0 2-0-0 .... .. 3x4 = _ Scale = 1:7.4 5.00 12 2 1 d r� . 2x4 i - 2x4 .. .. - 3111-6 .. .. 0.610. . . Plate Offsets (X Y)— 12:0-2-O.Edgeel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/dell L/d' PLATES GRIP T.CLL 20.0 Plate Grip DOL 1.25 TC 0.05, Vdrt(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 -BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3. n/a n/a . BCDL 10.0 Code FBC2014lrP12007 Matrix-P . Weight: 10 lb FT = 20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. • BOT CHORD 2x4. SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation uide.. REACTIONS. (lb/size) 1=92/3-10-13, 3=92/3-10-13 Max Horz 1=11(LC 11) Max Uplift 1=-22(LC 12), 3=22(1_C 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES-' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7A O; Vult=160mph (3-second gust) Vasd=124mph;:TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft,- 6ave=4ft; Cat: Il; Exp B; Encl.,, GCpj=0.18; MWFRS (directional) and C-C Exterior (2) zone; cantilever left and right'exposed ;C-.0 for members and forces 81 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing.. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other]ive loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle.3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any•other members. 6) Provide mechanical connection (by others) of truss to'bearing plate capable of withstanding 100 lb uplift at joint(s) 1,.3.. A WARN/NG -Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/0312015BEFORE USE. Design valid far use only with Mi I'ek® 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 mustverify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing. ' MITBK• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regaNing the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 QualityCriteria, DSB-89 and BCSI Building Component - 8904 Parke fast Blvd. _ SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, rkFIL 38610' Symbols.. N mbering System. Notes U General Safety PLATE LOCATION AND ORIENTATION Center I plat e 674-8 1 dimensions shown in ft-in-sixteenths Failure -to Follow Could -Cause.Property 3i�' on joint unless x, y offset&are indicated., (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 1. Additional stability bracing for truss system, e.g. and .full embed teeth. .2 3 TOP CHORDS diagonal orX-bracing, is always required. See_BCSI. C2 0 -3 2.Truss bracing must be designed by an engineer. For 16, 4 wide truss spacing, individual. lateral braces themselves WEBS... may require bracing, or alternative Tor I . bracing should be considered.' p For 4 x 2 orientation,. locate plate�s 0- 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 beading if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITP11: - National Design Specification for Metal Plate Connected Wood Truss Construction. OSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 7: - 3. Never exceed the design,loading shown and never 0 stack materials on inadequately Mated trusses. 0 4. Provide copies of this truss design to the building C7-8 C6-7 C5_6 .0 F- designer, erection supervisor, property. owner and BOTTOM CHORDS all other interested parties. 8 71 5. Cut members to bear tightly again . st each other. -6. Place plater on each face of truss at each JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at jbint AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by-ANSIrFPI 1. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT. the environment in -accord with ANSIrrPI 1. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%,attime of fabrication. PRODUCT,CODE APPROVALS 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 1 O.Camberis a non-structural consideration and is the ESR-1 311, ESR-1 352, ESR1 988 responsibility of truss fabricator. General practice is to -ER-3907, ESR-2362, ESR-1397, ESR-3282 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 Trusses are designed forwind loads in the plane ofthe specified. truss unless otherwise shown. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at-1-0 ft. spacing, section 6.3 These truss designs rely. on lumber values or less', if no ceiling is installed, unless otherwisd noted. established by others.. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior 2012 MiTek® All Rights Reserved approval of an engineer. 17. Install and I - oad vertically . unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health orperformance risks. Consult with project engineer before use. 19. Review all.portions of this design (front, back, woods and pictures) before use. Reviewing pictures alone is not sufficient. M iTe k� 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. MiTek Engineering Reference Sheet: MII-7473 rev. 10/0312015