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Home My WebLink AboutMiscellaneous Plans 2000-10-24 ~il-'" iYiI- MiTek'" '. .~._ _ MiTek Industries, Inc. 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX(916)6318225 TELEPHONE (916) 631 7811 Re: 23225 23225/ Gene Hiatt Const.! Duplex # The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by BMC West-Salem. OR Pages or sheets covered by this seal: R5220639 thruR5220646 My license renewal date for the state of Oregon is June 30, 2002. ,'. December 15,2000 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. . . . . I f?ermc til:. ()o -6/'f'f'l- 6/ /1;y I CJ87 h/ChSICcSi, -~. .~~ .......~ 1/ ~ ...". /-:;:< . 7:-' '., ' (~( - ;y~:~~. '. ," ..... I ~-.:~.~; ~ .:..' ~ . . , , \ \ 'l(J.H'~"J , I ,~ ..... -.. l : r" "~"// .....\ ~'! ";- ,. '" \ .. ,1,. or '. I ......-..- -'f'~ ~. ,/,., '>OJ ........ . '. " 'I or ' - Job lruss IfUSS Iype STUDIO. !,(4-0- [Ply ~;j:!:lb/liene HIatt <.;onst./ Uuplex 111 j R5220639 20 1 . all Q"Crl-SRrs-Sep13200"CrM dustries. I~ThuDecT4-15:00-00-2000-Page 1 Uty 23225 A -BMC'Vvest - ~nerwooo,-Snerwooa. Uf. . -2-6-0 2-6-0 5-7-3 5.7.3 11-1-6 5-6-4 16-6-4 5-4-14 .19-0-0. 2-5-12 23-10-6 4-10-6 29-6-15 5-8.9 34.0-11 4-5-12 38-0-0 3.-11-5 , 40-6-0 2-6-0 Scale = 1 :91.5 5.00 r'1'2' 5x8 11 2 3x10 -::- 3x6 -::- II 8 3x4.:::::- 3x4.:::::- 3x6 .:::::- .., - '" d, 3x4 -::- .., ~11 '" 6 19 3x4 == 18 17 4x6 == 3x4 22 2~9 i.11. == II 24 23 4x6 -;:.. 1,5x4 II 5x8 = 3x4 II 14 " + .., " 150-;- 0 "?q 00 16 3x4 == 4x10 MII20H '" axe .:::::- 20-10-2 5-7-3 10.11-13 16-6-4 ,16-64, 26-11-15 5-7-3 5-4-11 5-8-7" 2-0-0 "2-3-14" 6-1-13 _t'late uftsets lA., Y1: IL:V-V-~,I:agel. L 14:0:0:rO,V-I-!;fJ, II tI:V-;j,u.l:cgel. [2O?O:3:8~O:-4:0J:-[23:0:f:e~0=-2:0) 32-6-9 5-<1-11 38-0-0 5-5-7 LOADING (pst) TCLL 25.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1. 15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC 0.64 6C 0.98 WB 1.00 DEFL in (Ioc) VenILL) ,0.60 19 Vert(Tl) -1.04 19-20 Horz(TL) 0.63 14 1 st lC II Min 1Idefl = 240 I/detl >762 >438 n/a PLATES MII20 MII20H GRIP 165/144 1651146 Weight: 189lb LUMBER TOP CHORD 2 X 4 OF lBOOF 1.6E '""Except'"" 1-52 X 4 OF No.2-G BOT CHORD 2 X 4 OF No.2-G -Except'"" 7-222 X 4 HF Std, 14-182 X 4 OF 1800F 1.6E WEBS 2 X 3 $PF Stud -Except. 6-232 X 4 HF Std, 2()..23 2 X 4 OF No.2-G, 6-20 2 X 4 OF No.2-G 8-20 2 X 4 OF No.2-G SLIDER left 2 X 6 OF No.2 2-9-5, Right 2 X 6 OF No.2 1-11-0 REACTIONS lIb/size) 2 = 1778/()"5-8, 14 = 1776/0-5-8 Max Horz 2 = 26(1oad case 4) Max Uplift2 = -385110ad case 5), 14 c -391 (load case 5) FORCES lib) - First load Case Only TOPCHORD 1,2~'6, 2,3~.3049, 3.4~,3049, 4,5~,2691. 5,6~,2691, 6,7~,5579, 7,8~,5580, 8.9-.3910, 9.tO-.4608, 10-11 =-4608,11-12=-4534,12-13=-4399,13-14=-4399,14-15=14 BOT CHORD 2-24=2715,23-24=2715,22-23",0,21-22=0, 2()"22=96, 7-20=-256, 19-20=3432, 18-19=4100, 17-18=4100,16-17:4519,14-16=3908 WEBS 4-24=111,4-23=-259,6-23=-1844, 2()"23 =3234, 6-20=2694, 8-20=3284, 8-19=701, 9-19=-564. 9-17=402,11-17=-208,11-16=-338,12-16=423 BRACING TOP CHORD Sheathed or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. Except: 1 Row at midpt 7-20 NOTES 1) This truss has been checked for unbalanced loading conditions. 21 This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist , they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 All plates are MII20 plates unless otherwise indicated. 41 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC-94. 51 A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(sl14 considers parallel to grain value using ANSlfTP11-1995 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 385 Ib uplift at joint 2 and 391 Ib uplift at joint 14. 8) This truss has been designed with ANSlfTPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE December 15,2000 Design valid lor use only with MITak connectors. This design is based only upon parameters shown. and Is lor an Individual building component to be installed and loaded vertically. AppllcablUty 01 design parameters and proper Incorporation 01 component Is rasponslbllity 01 buildIng designer - not truss designer. Bracing shown is for lateral support of individual web members only" Additional temporary bracing to Insure stablUty during construction is the responslblllty 01 the erector. Additional permanent bracing of the overall structure is tha responsibility of the bulldlng designer. For general guidance regarding fabrication. quality control, storage. delivery, erection, and bracing, consult QST-88 Quality St.nd.rd, DSB. 89 Bracing Spaclflc.tlon, and HIB-91 Handling In.t.lIatlon and Br.clng Recommendation available Irom Tru.. PI.la Instltuta. 583 D'OnOfrio DrIve, Madison, WI 53719 IIIr Mil' ek Industries, Inc. Symbols _. .- 1 3/. PLATE LOCATION AND ORIENTATION ~ 'IB -I j+- ~ . . Center plate on Joint unless dImensions Indicate otherwise. Dimensions are In Inches. Apply plates to both sides of truss and securely seat. 1/8~ L~f "\ . For 4 x 2 orientation. locate plates 1/8' from outside edge of truss and vertical web. 'This symballndlcates the required dlrecfton of slots In connector plates. 'For tabular plallng formal reler to the MlTeklGang-Nall Jolnl/P1ate Placement Chart PLATE SIZE 4x4 . LATERAL BRACING ; BEARING ~ - The first dimension Is the width perpendIcular to slots. Second dimension Is the length parallel to slots. Indicates location of required cont1nuous lateral bracing. Indicates location of Joints at which bearings (supports) occur. Numbering System J2 J3 TOP CHORDS J4 c, c, ~ ~"'/'),I r.JI r.7 C"A g J1 BOTTOM CHORDS J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING W1TH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93,85-75,91-2B HUD/FHA TCB 17.0B ICBO 1591. 1329, 4922 SBCCI 87206.86217,9190 WISC/DILHR 870040-N, 930013-N, 910080-N .I~ Mil ek Industries, Inc. Ill> ~@ 1M HYDRD-AIR@ PANEL CLIP GANG-NAIL lID .A. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer. erection superviSOr. property owner and all ather Interested parties. 2, Cut members to bear tightly against each ather. 3, Place plates on each face of truss at each joint and embed tully. Avoid knots and wane at Joint locaftons. 4. Unless otherwise noted. location chord splices at 1/4 panel length (0<6' from adjacent Join!.) 5. Unless otherwise noted. moisture content af lumber shall not exceed 19% at time of fabrication, 6. Unless expressly noted. this design Is not applicable for use with fire retardant or preservative treated lumber. 7, Camber Is a non-structural consideration and Is the respanslblllty of truss fabricator. General pracftce ~ to camber tar dead load deflecftan. 8. Plate type. s12e and location dimensions shawn Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects. equal to or better than the grade specified. 10. Tap chords must be sheathed or pu~lns provided at spacing shown on deslgn. 11. Bottom chards require lateral bracing at 10ft. spacing. or less. ff no ceiling Is Installed, unless otherwise noted. 12. Anchorage and/or load transferring c~, .. ~~;;"'ns to trusses are the responsibility of others unless shawn, 13, Do not overload roof or floor trusses with stacks of canstrucfton materials. 14. Do not cut or affer truss members or plate wlthaut prior approval of a professional engineer, 15. Care should be exercised In handling. erection and Installation of trusses. @1993 Mltek Holdings, Inc. 23225 A2 STRUC. . -aMC-West . SnerwooCt;-Snerwooc;-Or.- ~7140- lPIY Z::Il:.!b/liene Hiatt (;onst.1 Uuplex 11 I R522064Q 12 t . all 4:201-SRCs-Sejl1320mfM austrles, mc. U1U DecT4-15:00:0r2000-Page 1 '0" IfUSS IfUSS Iype Uty ,-2--6-0. , 2-6-0 13-4-14 7.5-0 24-7-2 5-7.2 30-0-0 s.4-14 5-11-14 5-11-14 19-0-0 5-7.2 5.00 r12- 4x4 = 7 3x6 3x4 "" 3x4.::::- ... 1.5x4 do do ... dj1 o 4x8 II 4x5 --;::.. 13 3x4 = 1211 4x5 = 3x8 = 10 3x4 = ....13 ....,3 19-0-0 9-5-3 30-0-0 f-6-13 28-5-3 9-5-3 t'late unsets I^,YJ: j.,,:v. .o.v-"'....l lOADING (psf) TCLL 25.0 TeDt 7.0 BelL 0.0 BCDL to.O LUMBER TOP CHORD BOT CHORO WEBS SPACING 2-0-0 Plates Increase 1 .15 Lumber Increase 1.15 Rep Stress Incr YES Code USe/ANSI95 DEFL in (loci Vert(LL) -0.38 10-11 VertlTLI -0.77 10-11 Horz(Tll 0.06 10 1st LC lL Min I/dafl "" 240 CSt TC 0.70 BC 0.90 WB 0.69 I{defl >942 >465 nfa SLIDER 2 X 4 OF No.2-G 2 X 4 OF 1800F 1.6E 2 X 4 HF Std .Except" 4-132 X 3 SPF Stud left 2 X 6 OF No.2 2-11-13 BRACING TOP CHORD BOT CHORD WEBS Sheathed or 3.4., oc purlins, except end verticals. Rigid ceiling directly applied or 9-8-7 oc bracing. 1 Row at midpt 6-11,8-10 REACTIONS lib/size) 2-1414/0-5-8. 10= 1254/0-5-8 Max Horz 2 = 269(1oad case 4) Max Uptift2=-324(1oad case 5), 10=-233(toad case 5) FORCES (lbl - First Load Case Only TOP CHORD 1.2 -16, 2-3-.2159, 3-4.-2159, 4-5=-1650, 5.6=.1650, 6.7..1112, 7.6.-1112, 8-9-0, 9-10--168 BOT CHORD 2-13=1921,12-13a1482, 11-12=1482. 10-11=842 WEBS 4-13 =-273.6-13""425.6-11 ",,-674, 7-11 =498. 8-11 = 274,8-10...1290 NOTES 1 I This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level. using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building. of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist , they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bonom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 41 A plate rating reduction of 20% has been applied for the green lumber members. 51 Provide mechanical connection (by othersl of truss to bearing plate capable of withstanding 324 Ib uplift at joint 2 and 233 Ib uplift at joint 10. 61 This truss has been designed with ANSlfTP11-1995 criteria. LOAD CASEIS) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid lor use only with MfTek connectors. This design Is based only upon parameters shown. and Is lor an Individual building component to be installed and loaded vertically. Applicability 01 design param8lers and proper Incorporation 01 component Is responsibility of building designer - not truss dasigner. Bracing shown is for fatarel support of Individual web members only. Addltionallemporary bracing to insure stability during construction is the responslblllty 01 the erector. Additional permanent bracing 01 the overall structure is the responsibility of the building designer. For ganeral guidance ragardlng fabrication. quality control, storaga. delivery, erection, and bracing, consull QST-88 Quality Slandlrd. 059. 89 Bracing Spoclflcatlon, and HIB.91 Handling InllaUallon and Bracing Recommendallon available from Truaa Plale Inalltute, 583 O'Onofrlo Drive, lIadlaon, WI 53719 IIIr Mil ek Induslries, 1m:. 36-0-0 B-O-O Scale = 1 :97.3 II " ~ .. 36-0-0 6-0-0 PLATES MII20 GRIP 185/144 Weight: 148 Ib December 15,2000 Symbols PLATE LOCATION AND ORIENTATION ~ of . IlI\ . For 4 x 2 orientation, locate plates 1/8' from outside edge of truss and vertical web. 'This symbol Indicates the required direction of slots In connector plates. .For tabular plating lonnal refer to the MlTek/Gang-Nall Jolnt/Plale Placement Chart PLATE SIZE 4x4 . LATERAL BRACING ; BEARING ~ - The first dimension Is the width perpendicular to slots. Second dimension ~ the length parallel to slots. Indicates location of required continuous lateral braclng. Indicates location of Joints at which bearings (supports) occur. Numbering System J2 J3 TOP CHORDS J4 ~I ~ 1 3/4 * Center plate on Joint unless dimensions Indicate otherwise. Dimensions are In Inches. Apply plates to both sides of truss and securely seat. '/8 _, ~ "6~ L ,. ~ ~ r. r'.~ F~~~'/'),~ r.JI Cl r1> ~ J1 BOTTOM CHORDS JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR .@ GJ\NG-N^IL C!l 86-93, 85-75. 91-28 TCB 17.08 1591. 1329, 4922 87206,86217,9190 87004Q-N, 930013-N, 91008Q-N .I~ MiTek Industries, Inc. ~@ PANEL CLIP HYDRO-AIR@ A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury TM 1, Provide copies 01 this truss design to the building designer. erecfion supervisor. property owner ond all other Interested parties. 2, Cut members to bear tightly against each other, 3. Place plates on each lace 01 truss at each joint and embed tully. Avoid knots and wane at joint locations. 4. Unless otherwise noted. location chord splices at 1/4 panel length (:t6" from adjacent joint,) 5. Unless otherwise noted, moisture content 01 lumber shall not exceed 19% at time of labrication. 6. Unless expressly noted, this design is not applicable lor use with fire retardant or preservative treated lumber. 7. Camber Is a non-structural consideration and Is the responsibility 01 truss labricator, General practice is to camber lor dead load deflection. 8. Plate type. size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be 01 the species and size. and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purtins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing. or less, It no ceiling Is Installed. unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility 01 others unless shown. 13. Do not overload rool or floor trusses wllh stacks 01 construction matertals. 14. Do not cut or a~er truss members or plate without prior approval 01 a professional engineer. 15, Care should be exercised In handling. erecfion and installation 01 trusses, @1993 Mltek Holdings. Inc. I Job . I russ I russ I ype 23225 A2G STRUC. . tsMI,,; west. SnvrwQoa. ~herwooa;-or:- 71"40-- Uty I :,y .'""':,Iuono Hiatt Const J UuplOx Rl R52206j l~ "OOO-N i oustrles,lOc. Inu uec 14-15:00~03-2000-Page 1 4:2(J1-SR1 s ~ep . -2-6-0, , 2.&-0 19-0-0 19.0-0 30-0-0 11.0-0 3B-o-O ..0-0 Scale = 1 :88.9 5.00 i12- 4x4 = ... ";'11 0>, " 17 15 16--", 3x4 ~ 13 1~;:"--- ~O~;~ 7 8.....-::::: I........~ ,....:::?" ?" /' 18 " 1920 ~'l.:'l 2122 'L~ 23 24 'l- 25 " .. <i: <<> 5 6 k i:.C !;, - ~~~~;;~:H_:H;_H;~,"~,"~':;~~ I " 3x8 II 47 46 45 44 43 42 41 40 39 38 37 3Il634 33 32 31 30 29 28 27 26 4x4 -:;;. 3x4 == 30-0-0 30-0-0 3B-o-o 6-0-0 =...late Uftsets 1Jt..y'I: 1:i:U..L-~,o-l-l:.t1 LOADING (pst) TClL 25.0 Tent 7.0 BCll . 0.0 SCOt 10.0 LUMBER TOP CHORD BOT CHORO WEBS OTHERS SLlOER SPACING 2.()"O Plates Increase 1 . 15 lumber Increase 1 . 15 Rap Stress Incr YES Code UBC/ANSI95 CSI TC 0.45 Be 0.10 we 0.11 (Matrix) DEFl in (Ioc) VertllLI n/a Vert{TLI 0.07 '-2 Horz(TLI 0.00 26 1st lC LL Min I/dafl "" 240 I/detl n/a >412 n/a PlATES MII20 GRIP 165/14B Weight: 218 lb Sheathed or 6-0-0 ac purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 2x4 T-Brace 17.34 Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS lib/size) 2=326/30-0-0,35=-0/30-0-0,26=46/30-0-0, 34=84/30-0-0, 36=86/30-0-0, 37=85/30-0-0, 38 = 85/30-0-0, 39= 85/30-0-0, 40.. 85/30-0-0, 41 =85/30-0-0, 42", 85/30-0-0, 43'" 85/3D-0-O, 44 c 86/30-0-0, 45 = 81/30-0-0, 46 = 104/30-0-0, 47 = 54/30-0-0, 33 = 86/30-0-0, 32 '" 85/30-0-0, 31 c B5/30.0-0, 30 = 65/30.0-0, 29 - 85/30.0.0, 26 c 64/30-0.0, 27 = 96/30-0-0 Max Harz 2 = 269(load case 4} Max Uplift2=-194(1oad case 3), 26=-36{1oad case 3), 36=-28(1oad case 4), 37-=-44(load case 5J, 38=-41(1oad case 5), 39=-41(load case 4), 40...-41 (load case 5), 41 =-41{load case 4), 42=-41(load case 5), 43=-41(1oad case 4J, 44=-41 (load case 5), 45...-40(load case 4), 46=-59(1oad case 3). 47=-48(1oad case 4}. 33 = -26Uoad case 5). 32 = -48(1oad case 31. 31 = -42(1oad case 3), 30 =-41 (load case 5), 29 =-45(load case 3), 28 = -45(1oad case 5), 27 - -70lload case 31 Max Grav 2 = 326(1oad case 1), 26=46(1oad case 7), 34"" 106Uoad case 3), 36=86(load case 6), 37 =87(load case 61, 38... 85(load case 11, 39... 85(1oad case 1), 40"" 85(load case 6), 41 = 85(1oad case 61, 42 = 85(load case 11, 43 = 85(1oad case 6). 44... 86(1oad case 1), 45"" 81 (load case 6), 46 = 1 04(load case 1), 47=55Uoad case 6), 33... 86(1oad case 7), 32...87(1oad case 7), 31 =85(1oad case 1), 30=85(1oad case 1) , 29 = 85(load case 1), 28=85(load case 71, 27... 96(1oad case 1) 2 X 4 DF No.2-G 2 X 4 DF No.2 2X4HFStd 2X4HFStd left 2 X 6 OF No.2 1-4-3 BRACING TOP CHORD BOT CHORD WEBS FORCES ObI - First Load Case Only TOP CHORD 1-2=33, 2-3 =-104, 3-4=-33, 4-5... 17, 5-6 --18, 6-7 -15, 7-8-15, 8-9..15, 9-10",,-18, 10-11 = 15, 11-12", 15, 12-13=15,13-14=15,14-15=15, '5.16-'5, ,6.17-15,17.1B-.1B,lB.19-.16,19.20=.18, 20.21=.18, 21-22=-18,22-23=-18,23-24=-19,24-25...-18,25-26--44 BOT CHORD 2-47 = 1,46-47= 1,45-46= 1,44-45... 1,43-44... 1, 42-43..1, 41-4213 1,40-41 a 1, 39-40"" 1, 38-39= 1, 37-38= " 36-37= 1, 35-36= 1, 34-35= 1, 33-34= 1, 32-33= 1,31-32 = 1, 30-31 = 1, 29-30= 1, 28-29= 1, 27-28 = 1, 26-27 = 1 WEBS 17-34=-84,16-36=-86,15-37=-85,14-38=-85, 13-39=-85, 12-40=-85, 11-41 =-85, 9-42=-85, 8-43=-85, 7-44=-85,6-45",-84,5-46=-93,4-47=-74, 18-33=-86, 19-32=-85, 20-31 =-85,21-30=-85,22-29=-85, 23.26 = -64, 24-27 = -96 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category t, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI9S If end verticals or cantilevers exist , they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek ~Standard Gable End Detail~ 4) All plates are 1.5x4 MII20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. A...;~~~;~~D~ ~erifY design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE December 15,2000 Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for an individual building component 10 be Installed and loaded vertically. Applicability of design parameters and proper Incorporallon of component is responsiblllty of building designer - not truss daslgner. Bracing shown is for lateral support of individual web members only. Adltitlonallemporary bracing 10 insure stabUity during construction Is the responslbllily of the erector. Additional permanent bracing 01 the overall structure is the responsibility 01 the building designer. For goneral guidance regarding fabrication, quality control, storage. dallvery. erection, and bracIng. consult OST'" Ouallty SlIIndard, DSB. 89 Bracing Specification. and HIB.91 Handling Installallon and Bracing Recommendation available from Tru.. Plale Instl!ule, 583 D'Onofrio Drive, Madison, WI 53719 IIIr Mil ek Industries, Inc. , Symbols PLATE LOCATION AND ORIENTATION ~ of . "\ * For 4 x 2 orientation. locate plates l/a" from outside edge of truss and vertical web. 'This symbol Indicates the required dlrecfton of ~ots In connector plates. "For tabular plating tormal reter to the MlTek/Gang-Nall Jolnl/Plale Placement Chart PLATE SIZE 4x4 . LATERAL BRACING ; BEARING ~ - The flrst dimension Is the width perpendicular to ~ots. Second dimension ~ the length parallel to slots. Indicates locafton of required continuous lateral bracing. Indicates location of Joints at which bearings (supports) occur, Numbering System J2 J3 TOP CHORDS J4 ..... .- 1 3/a 'Center plote on Joint unless dimensions Indicate otherwise. Dimensions are In Inches. Apply plates to both sides of truss and securely seat. '/. ....1 r- 1/6~ L-JSf [5 ~ c, ~~ i"'/'):! ...lI <;7 r.foo:'~ J1 BOTTOM CHORDS Ja J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR .~ QA.....G-NAIL all 86-93, 85-75, 91-28 TCB 17.08 1591. 1329, 4922 87206,86217.9190 870040-N, 930013-N, 910080-N MlI~ MiTek Industries, Inc, ~@ PANEL CLIP HYDRD-AIR@ TM A. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide caples of this truss design to the building designer, erection supervisor, property owner and 011 other Interested parties. 2. Cut members to bear tlghfty against each other. 3. Place plates on each face of truss at each Joint and embed fully. Avoid knots and wane at Joint locaftons. 4. Unless otherwise noted. location chord splices at 1/4 panel length (M" from adjacent Joint.) 5. Unless otherwise noted. moisture content of lumber sholl not exceed 19% at ftme of fabrication. 6, Unless expressly noted. this design Is not applicable for use with flre retardant or preservative treated lumber. 7. Comber Is 0 non-structural consideration and Is the responsibility of truss fabricator. General practice Is to ~~. . .....0' for dead load deflecfton. 8. Plate type. size and location dimensions shown Indicate minimum plating requirements. 9. Lumber sholl be of the species and sl2e, and In 011 respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purtlns provided at spoclng shown on design. 11. Bottom chords require lateral bracing at 10ft. spoclng. or less. II no ceiling Is Installed. unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses ore the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construcfton materials. 14. Do not cut or oller truss members or plate without prior approval of 0 professional engineer. 15. Care should be exercised In handling. erection and Installation of trusses. @1993 Mllek Holdings, Inc. STRUC. . IUIY I Ply 11:J1Zbl Gene Hiatt (;onst./ Uuplex 171 R5220641 11. nat) ~Kl s ::Jep 1;$ :lUUU MI austries;-I~Thu0ecT4 ltl:UU:U:J luOo-Page 2- I'JOO. ' l"U55 L23225 A2G BMC'West - Sherwooa. ;:>>nerwooa, ur. IlfUSS Iype l,14U 4.:lUl NOTES 6) Gable studs spaced at '.4.0 ac. 71 This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC-94. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection lby others) of truss to bearing plate capable of withstanding 194 Ib uplift at joint 2. 36 Ib uplift at joint 26, 28 Ib uplift at joint 36. 44 Ib uplift at joint 37, 41 lb uplift at joint 38. 41 lb uplift at joint 39, 41 Ib uplift at joint 40, 41 Ib uplift at joint 41, 41 Ib uplift at joint 42. 41 Ib uplift at joint 43, 41 Ib uplift at joint 44,40 lb uplift at joint 45.59 Ib uplift at joint 46. 48 Ib uplift at joint 47. 26lb uplift at joint 33. 481b uplift at joint 32, 42 Ib uplift at joint 31, 411b uplift at joint 3D, 45 Ib uplift at joint 29, 45 Ib uplift at joint 28 and 70 Ib uplift at joint 27. 10) This truss has been designed with ANSI/TPI 1-1995 criteria. lOAD CASEIS) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE 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 10 be installed and loaded vertically. Applicab IIity of design parameters and proper incorporation of componsnt is responsibility 01 building designer - not truss designer. Bracing shown is lor lateral support 01 Individual web members only. Addilionallemporary bracing to Insure stability during construction is the responslbilily 01 the erector. Additional permanent bracing 01 the overall structure Is the responsibility 01 the building designer. For general guidance ragarding fabrication, Quality control, storage, delivery, erection, and bracing, consult QST-88 Quality Standard, DSB- 89 Bracing SpaclflCltlon, Ind HIB-91 Handling InslllllUon and Brlclng Recommendation available from TrUll Plate Insmute, 583 D'OnOfrio Drive, Madllon, WI 53719 Mlr Mil ek Industries, Inc. Symbols PLATE LOCATION AND ORIENTATION ~ of . N\ " For 4 x 2 orientation, locate plates 1/8' from outside edge of truss and vertical web. 'This symbol Indicates the required direction of slots In connector plates. 'For tabular plating format reler to the MlTek/Gang-Nall Joint/Plate Placement Chart PLATE SIZE 4x4 . LATERAL BRACING ; BEARING ~ - The first dimension Is the width perpendicular to slots. Second dimension ~ the length parallel to ~ots, Indicates location of required continuous lateral bracing. Indicates location of Joints at which bearings (supports) occur, Numbering System J2 J3 TOP CHORDS J4 _. .- 1 3f4 . Center plate on Joint unless dimensions Indicate otherwise. Dimensions ore In Inches. Apply plates to both sides of truss and securely seat. 'h. _I j+- '/6~ L.JS ~ co c' ~ F~~~,'/ '),1 C.Il - r.1 r^ Q Jl BOTTOM CHORDS Ja J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING W1TH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR .~ GA....o--NA.L Q!) 86-93,85-75,91-28 TCB 17.08 1591, 1329,4922 87206,86217,9190 870040-N, 930013-N, 910080-N .I~ MiTek Industries, Inc, ,~@ PANEL CLIP HYDRO-AIR@ A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Joint and embed tully. Avoid knots and wane at Joint locations. 4, Unless otherwise noted, location chard splices at 1/4 panel length (:t6. from adjacent Joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19% at flme of fabrication. 6, Unless expressly noted, this design Is not applicable far use wllh fire retardant ar preservative treated lumber. 7. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General pracflce Is to camber for dead load deflecflon. 8. Plate type, size and location dimensions shown Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be ~ 'o~;; '0-': or purllns provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10ft. spacing, or less, II no ceiling Is Installed, unless otherwise noted. TN 12. Anchorage and/or load tro, "';0";' ,~ connectlons to trusses are the responsibility of others unless shown. 13, Do not overload roof or fioor trusses with stacks of construcflon materials, 14. Do not cut or oller truss members ar plate without prior approval of a professional engineer. 15, Care should be exercised In handling, erection and Installation of trusses. @1993 Mllek Holdings, Inc. ,Job 1 fUSS I fUSS I ype 23225 A2SG STRUC. . -SMC west. Marwooo. ;:inerwood:-Or:- 17f4-0- ~ty :IY 1.:l:J:l:lbl Uene Hiatt C;onst./ uuprex 17' R522064j nail .201-SR1-s-Sep132000-Mi dustrles, inC. Inu uec lolnS-OO:OS-2000-Page 1 ,-2..s-0. 2-6-0 5-11-14 5-11.14 13-4-14 7-5-0 19-0-0 5-7-2 24-7-2 5-7.2 32-0-2 7-5-0 36-0-0 5-11-14 Scale = 1 :88.6 5.00112- 5x5 = ... ~ a: a: 4x6 ~ 7 ~~~~~~.~ ~ ~.\ p~ <<\1 1]\ ... "7,1 en o " 6x8 II 4xB -::::- 16 3x4 = 1514 3x6 = 3x8 = 13 3x4 = 6x8 II 4x8 ::::;:. ... ,,,,; en o lOADING (psf) TelL 25.0 TeDl 7.0 BCLL 0.0 BeOL' 10.0 LUMBER TOP CHORO BOT CHORD WEBS g..s...13 19-0-0 9-6-13 9-5-3 ,",u.U:9;Eagel~r9,=14=Orrt2,O:O:9;EaijOl SPACING 2-0-0 CSI Plates Increase 1 . 15 TC lumber Increase 1 . 15 Be Rap Stress Incr YES WB Code UBC/ANSI95 26-5-3 9-5-3 38-0-0 ....13 -P~ate Uttsets \)1., Y I: 0.6B 0.B5 0.58 DEFt in (Ioc) Vert(lL) -0.3013-14 VertlTLI -0.65 13-14 HorzlTl) 0.13 12 1st LC LL Min lIdefl '" 240 I/dafl >999 >697 n/a PLATES MII20 GRIP 185/144 Weight: 239 Ib 2 X 4 OF No.2-G 2 X 4 OF 1800F 1.6E 2 X 4 HF Std -Except- 4-162 X 3 SPF Stud, 1()"13 2 X 3 SPF Stud 2 X 4 HF Std left 2 X 6 OF No.2 2-11.13, Right 2 X 6 DF No.2 2-11-13 BRACING TOP CHORD BOT CHORD WEBS Sheathed or 2-6-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 6-14.8-14 OTHERS SLIDER REACTIONS lIb/size) 2"" 1756/0-5-8. 12"" 1596/0-5.8 Max Horz 2"" 53(1oad case 4) Max Uplift2 "" -398(load case 51. 12 ""-278110ad case 5) FORCES lib) - First load Case Only TOP CHORD 1-2", 16, 2-3"".2915, 3-4..-2915,4-5 "".2637, 5-6=-2637, 6-7=-1947, 7-8=-1947, 8-9=-2637, 9-10=-2637, 1()..11 ",,-2915, 11-12=-2915 BOT CHORD 2-16=2598,15-16""2233,14-15-2233,13.14",,2233,12.13,,,,2598 WEBS 4-16=-209,6-16""378,6-14""-645,7-14,,,,1140, 8-14",,-645, 8-13=378, 10-13=-209 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level. using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline. on an occupancy category I. condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist ,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is , ,33. and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind lnormal to the face), see MiTek .Standard Gable End Detail" 41 All plates are 1.5x4 MII20 unless otherwise indicated. 5) Gable studs spaced at '-4-0 oc, 61 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 398 Ib uplift at joint 2 and 278 Ib uplift at joint 12. 9) This truss has been designed with ANSI/TPI '-1995 criteria. lOAD CASEIS) Standard A. WARNING. Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid lor use only with MITltk ~_"""~'~'_' This design Is based only upon paramelars shown, and is 'or an Individual building componant to be Installed and loaded vertically. Applicability of design parameters and prop8r incorporation 01 compon8nt Is r8sponslbility of building deslgn8r - not truss designer. Bracing shown Is lor laleral support 01 Individual web members only. Addltionalt8mporary bracing to Insure stability durlng conslructlon is the responsibility 01 th8 8reetor. Additional permanent bracing of the overall structure Is the responslblllty of th8 building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, cansult QST-88 Quality Standard, OSB- 89 Bracing Specification, and HIB-91 Handling InltlUatlon and Brlclng AltCommend.tlon available from TrUll. Platelnltltuta, 583 D'Onofrio Drive, Madison, WI 53719 IIIr Mil ek Industries, Inc. Symbols PLATE LOCATION AND ORIENTATION ~ ~ . "'\ , For 4 x 2 orlentotlon, locate plates I/a" trom outside edge ot truss and vertical web. 'Th~ symbol Indicates the required direction of slots in connector plates. -For tabular plating format refer to the MlTek/Gang-Nall Jolnf/Plate Placement Chart PLATE SIZE 4x4 . LATERAL BRACING , BEARING ~ - The first dimension Is the width perpendicular to slots. Second dimension Is the length parallel to slots. Indicates locaffon of required continuous lateral bracing. Indicates location of Joints at which bearings (supports) occur. Numbering System J2 J3 TOP CHORDS J4 _, .- I 3/4 'Center plate on Joint unless dimensions Indicate otherwise. Dimensions ore In Inches. Apply plates to both sides of truss and securely seat. l/a_lI_ 1/8~ L..J:S~ 5 c> c., ~ F~~~,'/'/"I --- C8 r:7 rfoo Q JI BOTTOM CHORDS Ja J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVAlS BOCA HUD/FHA ICBO SBCCI WISC/DILHR II~ GANG-NAIL <!l B6-93, 85-75,91-28 TCB 17,08 1591,1329,4922 87206,86217,9190 870040-N, 930013-N, 91008O-N .I~ MiTek Industries, Inc_ ~@ PANEL CLIP HYDRO-AIR@ TU A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I. Provide copies of this truss design to the building designer, erection supervisor. properly owner ond 011 other Interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Joint and embed fully. Avoid knots and wane at Joint locations. 4, Unless otherwise noted, locaffon chord splices at 1/4 panel length (:t6" from adjacent Joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at ffme of fabrlcalion. 6. Unless expressly noted, this design Is not applicable for use wllt1 fire retardant or preservative treated lumber. 7. Comber Is 0 non-structural conslderalion and Is the responsibility of truss fabricator. General pracffce ~ to camber for dead load defiecffon. 8. Plate type, size and location dimensions shown Indicate minimum plating requirements. 9, Lumber shall be of the species and size, and In 011 respects, equal to or better than the grade specified. 10. Top chords must be S; 'OU;; '0"; ar purlins provided at spacing shown on design. II. Bottom chords reqUire lateral bracing at 10 ft. spacing, or less, If no ceiling Is Installed, unless otherwise noted. 12. Anchorage and/ar load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construcffon materials. 14. Do not cut or a~er truss members or plate wIIhouI prior approval of 0 professional engineer. 15, Core should be exercised In handling, erecllon and Installation of trusses. @1993Mlfek Holdings, Inc. toO , 1"uSS 2:~~5west75ne~::Oo, S~e,wooa~Or j::~:'O eT (russ Iype IU1Y [I'IY '[..r.l.'L'b/liene Hiatt (;005t.1 Uuplex 171 j R5220643 2 1 . all 4:-201-SR-1 s :;ep 13 2000"M ausuies;-lii'C:-T'I1iJOecT4-rs;oo:Oe-20Ou t"'age I ,-2-6-0. 2-6-0 5-7.3 5-7-3 11-1-6 5-6-4 16-6-4 5-4-14 .19-0-0, 2-5-12 23-10-6 4-1~ 29-6-15 5-8.9 34-0-11 4-5-12 38--0..0 3-11-5 ,40.6-0, 2-6-0 Scale = 1 :92,1 5.00112- 5x8 II " ~ d: d: 3x4 4 3x10 -::::- 7 5xS '/ ~1'VIr 9 '/"'-'15 6 ~~ {<4~~r 3 1-/ /~~ "" "'Q2X4 V/ It:l,~8= 19 '" ,/., " I' 1<6, II 3x4 ~ 22 2.~~ L11.. 2x4 II 8 3x4.::::::- 5xB .::::::- 5xB .::::::- " ~1 o _..... II 3 18 17 5x6 ~6x8 ~ 13 :n .; 15-70 o;t mo 00 6x8 II 4xB ~ 24 3x5 II 23 5x8 = 3x4 II 16 3x4 ~ 4x10 M1I20H.::::::- axB .::::::- 20-10-2 5-7-3 10-11-13 16-6-4 ,1s.&4, 26-11-15 32-6-9 38-0-0 5-7-3 5-4-11 5-6-7 "2-0-0'2-3-14' 6-1-13 5-6-11 5-5-7 -prii8OffSeiS(x:Y):r2:v-U-::l,l:ogel~[S:O:o:lMf-3:01:-T1n:o--O:-fO:O:3:m:T11 :0-4-=0:0:171'21, 114:U-(J.l O~?:1:9J:-rf8:O:2:f2:u-;j-4I. I:lOTO:3:S:U-4-UJ. \;L:..J:u-_I:e.lJ-L-UI LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TelL 25.0 Plates Increase 1.15 TC 0.84 Vert(LLI -0.60 19 >762 MII20 185/144 TeDL 7.0 Lumber Increase 1.15 BC 0,98 Vert(TL) -1.0419-20 >438 MU20H 165/146 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.63 14 nla BCOL 10.0 Code UBC/ANSI95 1 st LC LL Min Ildefl = 240 Weight: 267 Ib LUMBER TOP CHORD 2 X 4 OF 1800F 1.6E -Except- 1-52 X 4 OF No.2.G BOT CHORD 2 X 4 OF No.2-G -Except- 7-222 X 4 HF Std, 14-182 X 4 OF 1800F 1.BE WEBS 2 X 3 SPF Stud -Except- 6-23 2 X 4 HF Std, 20-23 2 X 4 OF No.2-G, 6-20 2 X 4 OF No,2-G 8-202 X 4 OF No,2-G OTHERS 2 X 4 HF Std SLIDER Left 2 X 6 OF NO.2 2-9-5, Right 2 X 6 OF No,2 1-11-0 REACTIONS llb/size) 2 = 1778/Q.5.8, 14 = 1776/Q.5-8 Max Harz 2 = 26(toad case 4) Max Uplift2=-385(load case 51, 14..-391(load case 5} FORCES lib} - First Load Case Only TOPCHORD 1-2..16,2-3=-3049,3-4=-3049,4-5=-2691, 5-6=-2691, 6-7::::-5579, 7-8=-5580, 8-9..-3910, 9-10..-4608, lQ.11 =-4608, 11-12 ",,-4534, 12-13 ",,-4399, 13-14=-4399, 14-15 = 14 BOT CHORD 2-24=2715,23-24=2715,22-23=0,21-22=0, 2Q.22=96, 7-20=-256,19-20=3432,18-19=4100, 17-18=4100,16-17=4519,14-16...3908 WEBS 4-24...111,4-23=-259,6-23=-1844,20-23=3234, 6-20",,2694, 8-20=3284, 8-19=701, 9-19=-564, 9-17...402,11-17=-208,11-16=-338,12-16=423 BRACING TOP CHORD Sheathed or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. Except: 1 Row at midpt 7-20 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5,0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist , they are exposed to wind. If porches exist, they are not exposed to wind, The lumber DOL increase is 1.33, and the plate grip increase is 1.33 31 Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 41 All plates are MII20 plates unless otherwise indicated. 51 All plates are 1.5x4 MII20 unless otherwise indicated. 6) Gable studs spaced at 1-4.0 oc. 71 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC.94. B) A plate rating reduction of 20% has been applied for the green lumber members, 9} Bearing at joint(s) 14 considers parallel to grain value using ANSlfTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by othersl of truss to bearing plate capable of withstanding 385 Ib uplift at joint 2 and 3911b uplift at joint 14, 11) This truss has been designed with ANSlrrPI 1-1995 criteria. LOAD CASEIS) Standard ~o (f~ A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE December 15,2000 Design valid lor use only with MlTek connoctorB. This design Is based only upon parameters shown, and is lor an IndMdual building component to ba Installed and loaded vertically. Applicability of design parameters and proper Incorporation 01 component Is responsibility ot building designer - not truss designer. Bracing shown Is for lateral support Or Individual web members only. Addltlonaltemporary bracing to Insure stability during construction is the responsibility of tha erector. Additional permanent bracing olthe overall structure is the responsibility of the building daslgner. For general guidance regarding labricatlon, quality control, storage, delivery. erection, and bracing. consult QST-88 Qu.lity Stend.rd, DSB- 89 Brsclng Speclflc.tlon, snd HIB-91 H.ndllng Instillation Ind Brlclng Recommend.tlon available from Truss Plltelnstltute, 583 D'Onolrlo DrIve, Mldlson, WI 53719 Mlr Mil ek Industries, Inc. Symbols PLATE LOCATION AND ORIENTATION _. r+- 1 3f4 'Center plate on Joint unless dlmenslons Indicate otherwlse. Dimensions are In Inches. Apply plates to both sides of truss and securely seat. 'I. _I ~ '/8~ L"~~ ~ of . "" . For 4 x 2 orientation. locate plates 1/8" from outside edge of truss and vertical web. 'This symbol Indicates the required direction of slots in connector plates. .For tabular plating farmat refer to the MlTek/Gang-Nall JolntlPlate Placement Chart PLAtE SIZE 4x4 . LAtERAL BRACING ; BEARING .~ - The flrst dlmen~on Is the width perpendicular to ~ots. Second dimension Is the length parallel to slots. Indicates location ot required continuous lateral bracing. Indicates locafton of Joints at which beanngs (supports) occur. Numbering System J2 J3 TOP CHORDS J4 e' e.' ~ ~""/'/;I rJ! - C:7 rA ~ Jl BOTTOM CHORDS J8 J6 J7 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLAtE CODE APPROVALS BOCA 86-93,85-75,91-28 HUD/FHA TCB 17.08 ICBO 1591. 1329.4922 SBCCI 87206,86217,9190 WISC/DILHR 870040-N, 930013-N, 910080-N .I~ MiTek Industries, Inc. III> ~~ no HYDRO-AIR ~ PANEL CLIP OANo..NAIL aD it. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer. erection supervisor, property owner and all other Interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at Joint locations. 4. Unless otherwise noted, location chard splices at 114 panel length (:t6" from adjacent joint.) 5. Unless otherwlse noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design Is not applicable far use with flre retardant or preservative treated lumber. 7. Camber Is a non-structural consideration and Is the responsibility of truss fabricator, General practice ~ to camber for dead load deflection. 8. Plate type, size and location dimensions shown Indicate minimum plating requirements, 9, Lumber shall be of the species and size, and In all respects, equal to or beller than the grade specified. 10, Top chords must be sheathed or punlns provided at spacing shown on design. 11, Bollom chords require lateral bracing at 10 fl. spacing. or less, ~ no ceiling ~ Installed, unless otherwlse noted. 12, Anchorage and/or load transferring connections to trusses are the respanslbllity of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materlals. 14, Do not cui or after truss members or plale without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and Installation of trusses. @1993Mlfek Holdings, Inc. I-'Ob, ' I' <Uss L23225 M BMC-west - ~nerwooa,-Sllerwooa, ur. Iruss Iype DUTCH ~STER l,-.<+u 'WI' I ~ty I :,y I ,,,,'OJ u.n. H'att ~onst.J Uupl.x Nt R52206:41 ..L .n,1) 4:-2o-1-SRl s Sep-l;:J LUUU Ml dustnes, Inc. Ihu Uec 14 l~:OU'UI :lUUU Page -2-6-0 2-6-0 4-5-9 4-5-9 12.9.12 4-... 8-1-8 3-8-0 '" 1.5x4 II 2x4 II 1.5x4 II 9 6 1.5x4 II 5,OO[lT 1.5x4 II :;...-----:3 15x4 II / 2:111 5x6 = _~X&i 21'11 Ix4 II 4 ~ II IJ5 2tlll * I 810 2 ~/:~!:'8;; ~ ~ u 1 w <t ~1 o 3x10 II 4x4 -:;. 13 3x4 12 1.5x4 II 11 3x4 = 4-5-9 4-5-9 8-1-8 3-6-0 12-9-12 4.... I-'late uttsets IX,YJ: LL::lI-L-~,,=ageJ LOADING (pst) TelL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC/ANSI95 DEFl in (Ioc) Vert(lL) 0.02 12-13 Vert(Tll 0.10 6.9 HorzfTLI 0.01 11 1st lC LL Min lldetl = 240 CSI TC 0.70 BC 0.37 WB 0.37 (Matrix) I/detl >999 >102 n/a BRACING * TOP CHORD BOT CHORD LUMBER TOP CHORD 2 X 4 OF No.2-G .Except* 4-102 X 6 OF NO.2 BOT CHORD 2 X 4 OF No.2-G WEBS 2 X 4 HF Std "Except" 5.132 X 3 SPF Stud, 5-112 X 3 SPF Stud OTHERS 2 X 4 HF Std SLIDER left 2 X 6 OF No.2 2-2-3 REACTIONS lib/size) 11 = 562/0.1.8, 2 = 703/0-5-8 Max Horz 2=319(1oad case 51 Max Uplift11 =-263110ad case 51. 2=-200(load case 41 FORCES Ubi - First load Case Only TOP CHORD 1-2=33,2-3=-788, 3-4=-712, 4~6=56, 6-9=-20, 4-5=-628, 5-7=.35, 7.8=-35, 8-10=0, 8-11 =-233 BOT CHORD 2-13=629,12-13=541,11-12=541 WEBS 4-13 =8, B.7 =.240, 5-12=63, 5-13= 101,5-11 =-5Bl Scale = 1 :50.0 PLATES MII20 GRIP 165/144 Weight: 86 Ib Sheathed or 6-0-0 oc purlins, except end verticals. Except: 1 Row at midpt 4-7 Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 11 This truss has been checked for unbalanced loading conditions, 21 This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist , they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail~ 4) Provide adequate drainage to prevent water ponding, 5) Gable studs spaced at 1-4-0 oc, 61 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 71 A plate rating reduction of 20% has been applied for the green lumber members. 81 Provide mechanical connection (by others) of truss to bearing plate at jointfsl 11. 91 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 263 Ib uplift at joint 11 and 200 Ib uplift at joint 2. 10) This truss has been designed with ANSI/TPI1-1995 criteria. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss Te wI 2-10d nails. lOAD CASE{S} Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid lor use only with MlTek connectors. This design Is based only upon parameters shown, and Is lor an Individual building component to be Inslalledand loaded vertically. Applicability of design paramaters and prope r Incorporation 01 component Is responsibility 01 bulldlng designer - not truss designer. Bracing shown Is for lateral support 01 Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility 01 the erector. Additional permanent bracing 01 the overall structure Is the responslbilityolthe building designer. For general guidance regarding labrlcation, quality control, storage, delivery, erection, and bracing, consult QST.88 Quality Standard, DSB- 89 Bracing Speclflcetlon, and HIB.91 Handling Instellatlon and Bracing Recommendation available Irom Truss Plate Institute, 583 D'Onofrio Drive, Madlaon, WI 53719 idf Mil ek Industries, Inc. December 15,2000 Symbols PLATE LOCATION AND ORIENTATION ~ ~ . . For 4 x 2 orientation. locate plates 1/8" from outside edge of truss and vertical web. 'This symbol indicates the required direction of slots In connector plates. .For tabular plating format refer to the MlTek/Gang-Nall Jolnl/Plate Placement Chart PLATE SIZE 4x4 . LATERAL BRACING ; BEARING ~ - The flrst dimension Is the width perpendicular to slots. Second dimension Is the length parallel to slots, Indicates location of required continuous lateral bracing. Indicates location of Joints at which bearings (supports) occur. Numbering System J2 J3 TOP CHORDS J4 ...... ...... 1 3/4 * Center plate on Joint unless dimensions Indicate otherwise. Dimensions are In inches. Apply plates to both sides of truss and securely seat. 'I" _, r- '/8~ L"~~ "\ r> r, ~ r"/'/,I (,"..Il ..1 rfoo. Q J1 BOTTOM CHORDS Ja J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. , CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 1iI@ G^NG-NAIL ~ 86-93,85-75,91-28 rCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N. 91008D-N .I~ MiTek Industries, Inc, ~~ PANEL CLIP HYDRD-AIR@ A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury TM 1, Provide caples of this truss design to the building designer. erection superviSOr. property owner and all other Interested parties. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, location chard splices at 1/4 panel length (:1:6" from adjacent Join!.) 5. Unless otherwise noted: moisture content of lumber shall not exceed 19% at time of fabrication, 6. Unless expressly noted, this design Is not applicable far use with flre retardant ar preservative treated lumber. 7. Camber Is a non-structural consideration and Is the responsibility of truss fabrlcatar. General pracflce is to camber far dead load deflection. 8. Plate type, size and location dimensions shown Indicate minimum plating requirements. 9, Lumber shall be of the species and size. and in all respects. equal to ar better than the grade specified. 10. Top chords must be sho~;; '0"; or purtlns provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10ft. spacing, or less, If no ceiling Is Installed, unless otherwise noted. 12, Anchorage andlor load transferring connecftons to trusses are the responsibility of others unless shown. 13, Do not overtoad roof or floor trusses with stacks of construction materials, 14, Do not cut or a~er truss members or plate without prtor approval of a professional engineer. 15, Care should be exercised In handling. erection and Installation of trusses. @1993Mllek Holdings, Inc. lJOb , I "USS 2B3~~"west . Sne:~oo, ,nerwooo, uc '~~:4:TO. JUty ll'1Y . "[.j:l."L'.:J1 uene HIatt l:onst./ uuprex ., :j R5220645 12 1 nail 4:201-SRl s Sjip13 200O""M aoustries.-Inc:-ThUDeCT4-' s:00:07'2000-Page I fUSS I ype -2-<1-0 2-6-0 4-5-12 4.5-12 11-1-11 6-7-15 12.9-12. '-8-1 3x10 -;:;. 6 5 5,00 ["12- "' 1.5x4 4 ~ '" " dJ1 " o 3~ 2i~ J/ t8j 3x4 -;:. 5x6 II 9 3x5 ~R-7 d fII 2x4 II 4-5-12 4-5-12 12-6-0 8-0-4 12~9~12 0-3-12 -P1aieOffsetSlX;VJ,=101.=I'21 LOADING (pst) TelL 25.0 TeDl 7.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS SPACING 2.0.0 Plates Increase 1.15 Lumber Increase 1 .15 Rap Stress Incr NO Code UBC/ANSI95 CSI TC 0.57 Be 0.87 we 0.71 (Matrix) DEFL in (Ioc) Vert(LL) -0.15 8-9 VertlTL) -0.29 8-9 HorzlTl) 0.01 7 1 st LC II Min I/detl =- 240 I/dafl >992 >522 nfa BRACING TOP CHORD BOT CHORD Sheathed or 4-4-3 ac purlins. Rigid ceiling directly applied or 9-6-8 ac bracing. SLIDER 2 X 4 OF No.2-G 2 X 6 OF No.2 2 X 3 SPF Stud . Except. 5-9 2 X 4 HF SId left 2 X 4 HF Std 2.3.14 REACTIONS IIb/size) 2 = 926/0-5-8. 7'" 971/0-1.8 Max Horz 2 = 252(toad case 51 Max Uplift2=-223Uoad case 5). 7=-271 (load case 5) FORCES (lbl - First load Case Only TOPCHORO 1-2=38,2-3=.1481,3.4=.1428,4.5=-1470,5.6=.42 BOT CHORD 2-9...1280.8-9=181.7.8=0 WEBS 5-8...-849.5-9..1384.4-9=-264 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level. using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load. 100 mi from hurricane oceanline. on an occupancy category I. condition I enclosed building. of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist . they are exposed to wind. If porches exist. they are not exposed to wind. The lumber DOL increase is 1.33. and the plate grip increase is 1.33 21 This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16.B. UBC-94. 31 A plate rating reduction of 20% has been applied for the green lumber members. 41 Provide mechanical connection (by others) of truss to bearing plate at joint Is) 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 Ib uplift at joint 2 and 271 Ib uplift at joint 7. 6) This truss has been designed with ANSlfTPI 1.1995 criteria. lOAD CASEIS) Standard 1) Regular: lumber Increase ...1.15, Plate Increase'" 1.15 Uniform loads (pit) Vert: 1-6=-64.0, 2-9=.20.0, 7.9=-100.0 A WARNING. Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design velid lor use only with MITek connectors. This design is based only upon parameters shown, and Is lor an individual building component to be Installed and loaded vertically. Applicability 01 design parameters and proper Incorporation 01 component Is responslblllty 01 building designer - not truss designer. Bracing shown is lor lateral support of individual web members only. Addillonaltemporary bracing to Insure stablllty during construction Is the responsibility 01 the erector. Additional permanent bracing 01 the overall structure Is the responsibility 01 the building designer. For genaral guidance regarding rabrlcatlon, quallly control, storage, delivery, erection, and bracing, consult QST.88 Quality Standard, DSB- 89 Bracing SpeclficaUon, and HIB.91 Handling Inslallatlon and Bracing Recommendation available Irom Trua. Plataln.llIuta, 583 D'Onofrio Drive, Madlaon, WI 53719 IIIr MiTek Industries, In(, Scale = 1:46,7 PLATES MII20 GRIP 1851144 Weight: 67 Ib Symbols PLATE LOCATION AND ORIENTATION ~ of . "'\ * For 4 x 2 orlentatlon. locate plates liB' from outside edge of truss and vertical web. 'This symbollndlcafes the required direction of slots In connector plates. "For tabular plaflng format reler to the MlTek/Gang-Nall Jolnl/PlaIe Placement Chari PLATE SIZE 4x4 . LATERAL BRACING ; BEARING ~ - The flrst dimension ~ the width perpendicular to slots. Second dimension ~ the length parallel to slots, Indicates location of required continuous lateral bracing. Indicates location of Joints at which beartngs (supports) occur. Numbering System J2 J3 TOP CHORDS J4 _. .- 1 3f4 'Center plate on joint unless dimensions Indicate otherwise. Dimensions are in Inches. Apply plates to both sides of truss and securely seat. '16"_I~ 1/6~ L"~~ ~o,,/,>~ r..ll C7 r.f,' ,Q J1 BOTTOM CHORDS J6 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVAlS BOCA HUD/FHA ICBO SBCCI WISC/DILHR .@ G.........o-NAIL <fD 86-93, 85-75, 91-28 TCB 17.08 1591. 1329,4922 87206,86217,9190 870040-N, 930013-N, 910080-N &JIW MiTek Industries, Inc" ~@ PANEL CLIP HYDRD-AIR@ A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer. erection supervisor. property owner and all other Interested parlles. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed tully. Avoid knots and wane at joint locahons. 4. Unless otherwise noted. location chord splices at 114 panel length (t6" from adjacent Joint.) 5. Unless otherwise noted. moisture content at lumber shall not exceed 19% at hme of fabrication, 6. Unless expressly noted. this design Is not applicable for use wllh flre retardant or preservative treated lumber. 7, Camber Is a non-structural consideration and Is the responsibility of truss fabrtcator. General prachce ~ to camber for dead load deflechon. 8. Plate type. size and location dimensions shown Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects. equal to or better than the grade specified. 10. Top chords must be sheathed or purtlns provided at spaCing shown on design. 11. Bottom chords require lateral bracing at 10 tt. spacing, or less. ~ no ceiling Is Installed. unless otherwise noted. TN 12. Anchorage and/or load tra. "";Oll;ll~ C.....III IO....;;vns to trusses are the responsibility of others unless shown. 13. Do not overtoad roof or floor trusses with stacks of construchon materials. 14. Do not cut or oller truss membefS or plate without prtor approval of a professional engineer. 15. Care should be exercised In handling. erection and Installation of trusses, @1993 Mltek Holdings, Inc. l-tOb. . J Iruss . IrUS,S I ype L23225 M2 LT. STOe BMC.West. Snerwooa.-Sfierwood~r:-l7f40- IUBty l"', Y . I :.!:J:.l:ltll uene Hiatt Const./ Uuplex '1 R5220646 QO'-SHl 5 ~ep 13 2000-M .~t~trtes, I~ II\U uec r4-l'S:OO:Oe-2000-Page ,- -G-HO .. 0-1-10 4+4-2 4-4.2 12-6-2 1-6-1 11-0-1 6-7-15 3x1Q ~ 5 5.00 ["12- "' 1.5x4 II , 3 ~ J. 0 2 ~ i -{/ t2:l 3x4 -:;; 4x6 II 8 3x5 '" ,J, ... 7-6-11 0-2.-7 "I I I 76 2x4 II 4HO ()"1~1o 12-<< 6-0-4 1~-ll-~ 0-3-12 4-4-2 4-4-2 t'late uttsets l^. T ,: 11 :0- 1- 1,v-L-tSl LOADING (pst) TCLL 25.0 TCOL 7.0 BelL. 0.0 aeOL 10.0 LUMBER TOP CHORD BOT CHORO WEBS SPACING 2-0-0 Plates Increase 1 . 1 5 Lumber Increase 1.15 Rep Stress Incr NO Code UBC/ANSI95 DEFt in (Ioc) VertlLlI -0.15 7-8 VertlTLJ -0.29 7-8 Horz(TL) 0.01 6 1 st LC LL Min !Jdefl = 240 CSI TC 0.56 BC 0.B7 we Q.73 (Matrix) I/detl >992 >520 nfa SLIDER 2 X 4 OF No.2-G 2 X 6 OF No.2 2 X 3 SPF Stud -Except- 4-8 2 X 4 HF Std Left 2 X 4 HF Std 2-2-6 BRACING TOP CHORD BOT CHORD Sheathed or 4-3-10 oc purlins. Rigid ceiling directly applied or 9-8-5 oc bracing. REACTIONS lib/size) 1 =747/0-5-8,6"'979/0-1-8 Max Horz 1 = 217(1oad case 5) Max Upliftl ",,-90Uoad case 5), 6=-282Uoad case 5) FORCES (1b) - First Load Case Only TOP CHORD 1-2=-1524,2-3=-1464.3-4..-1507,4-5=-42 BOTCHORD 1-8=1314,7.6=IB3,6-7=0 WEBS 4-7=-659,4-8=1423,3-8".-266 NOTES 1} This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load. 100 mi from hurricane oceanllne, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist . they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 Ib uplift at joint 1 and 282 Ib uplift at joint 6. 61 This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard 1} Regular: Lumber Increase"" 1.15, Plate Increase = 1. 15 Uniform loads (pit) Vert: 1-5=-64.0, 1-8=-20.0.6-8=-100.0 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid lor use only with MITek connactors. This daslgn Is based only upon parameters shown, and is lor an Individual building component to be installed and toaded vertically. Applicability 01 design parameter sendproperlncorporeUonol componenl is responsibility ot building designer - nOltruss designer. Bracing shown is tor lateral support 01 Individual web members only. Additional temporary bracing 10 Insure slability during construction is the responsibility 01 the eroctor. Additional permanent bracing ollhe overall structure Is the responsibility olthe building designer. For general guidance regarding labrlcallon. quality control. storage. delivery, erection, and breclng, consult 0$T-88 Qultllty Stltndltrd, DSB- 89 Brltclng Spltclllcallon, and HIB-91 Hltndllng Inltallatlon Itnd Bracing Recommendation available tram TrUll Plateln.mute, 583 D'Onofrio Drive, Mltdl.on, WI 53719 Mlr Mrr ek Industries, Inc. Scale = 1 :45.3 PLATES MII20 GRIP 1851144 Weight: 63 Ib ~~O ~~ ~ I Symbols PLATE LOCATION AND ORIENTATION ~ of . "\ . For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. 'This symbollndlcafes the required direction of slots In connector plates. "For tabu lor plating format refer to the MlTek/Gang-Nall JolnllPlate Placement Chari PLATE SIZE 4x4 . LATERAL BRACING , BEARING ~ - The flrst dimension Is the width perpendicular to slots. Second dimension Is the length parallel to slots. Indicates locaflon of required continuous lateral bracing. Indicates location of Joints at which beanngs (supports) occur. Numbering System J2 J3 TOP CHORDS J4 ..... .- 1 % 'Center plate on Joint unless dimensions indicate otherwise. Dimensions are In Inches. Apply plates to both sides of truss and securely seat. 1f8 ....1 ~ lla~ L~f c> c., ~ F"/')"~ C.II C'] rA 2 Jl BOTTOM CHORDS Ja J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DllJ-IR .~ a....ND-NAIL (II 86-93,85-75,91-28 TCB 17.08 1591. 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N .I~ MiTek Industries, Inc, ~QD PANEL CLIP HYDRO-AIR QD TM A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer. erecflon supervisor. properly owner and all other Interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Joint and embed tully. Avoid knots and wane at joint locations. 4, Unless otherwise noted. location chord splices at 1/4 panel length (t6" from adjacent joint.) 5, Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabncatlon. 6. Unless expressly noted. this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber Is a non-structural conslderallon and is the respansiblll1y of truss fabncator. General pracllce Is to camber for dead load deflecflon, 8, Plate type, size and location dimensions shown Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects. equal to or better than the grade specified. 10, Top chords must be sheathed or punlns provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10ft. spacing. or less. If no ceiling Is Installed. unless otherwise noted. 12, Anchorage and/or load transferr1ng connec11ons to trusses are the responsiblll1y of others unless shown. 13. Do not overload roaf or floor trusses with stacks of construction mate nO Is. 14. Do not cut or oller truss membelS or plate without pnor approval of a professional engineer. 15. Care should be exercised In handling. erection and Installation of trusses. @1993Mllek Holdings, Inc. I :"; m~~1 I .'I....if . ~ , '.' ..~ ~. .., ........... ~/;,.,.".."'.,.""...'" , (. :- '. :.,.:.,.:,..:.,.~.;. , "0 .~ -: ,': :.: :-: :-: :-:-:-~: _~# :.i:- :- :-.;, ':-.;. ':-.;..;" 'J71 ' 7 7. - . , .............- '~I /. '.' '. '- ....,.'-..,....'......1 ~" ..... '. ',,'..'.,.,.'.,...'..., ,~ . . ... . . . . . . . . . . . .......0....0. ~..'"O '0... ,0. ,", "0,00,0, .', .. ......., ., ....0......... ~ ~, ; ~ ~ ~~, ~ ~ ~.~: ~~ :: ~~ :~~ ~~~ ? ~~~ ~~~ ~~~ ~1'1 ... . . . . . . . . - . . ..0 ,...... eo.. -~ ~n~~:::::::::.::: I 1,- . ..~ 3l1-li:" .,.,..., I\-t\-tl I ~I ~ ~I ~"-"tt-ll tt tt ~ tt ~ tt ~I ~ I~ ~ ~ I I 1111 I I I J~ ~I 17-n-n .. :'{ .. -', Ml Ml Ml :..-. :}., M' Ml ~ .. .~. :';", ~~ . M' i t M~! Ml ','," , , ~ ~ .4-O-0.N S-O_O N. j = I ~' =- -J!-II I I" :: ~ ~~~~~);\r~:1--~1JJr~ ~ . . . . . .. .,.. :: ::: ::: ::: ::: ::: ::: : : .:: ::: :: ' . . . . . . . , . . . , . ~ t, " '. ~: :~: :~: :~: :~: :~: :~: ~ .~.~ ::.:~ :~ ..........,. ... :-.:- -:..:- -:. -:.' 00 ',0 '.c' r. .0........ 00 '," ',<ro" C( . . . . . . . Ml Ml ~ . . . . . . . . .. . - . ~ _I", .'. .'. .'. ..... .... . . . C' :: :i i ::: ::: ~:~~:~~ :t~ 2. ~: \ \ , 1 .'7../1-0 - - - --=-TI-I-,-,-- --- -1-111--1- - -.1-1--- 7lMMl fI!CtI!:I Name I P*1 t: C. MikA'S DI~1 i.t~'H "-"987 Fucllala Slr8et --. ~ Mt.3l; SPf\n~= OR !. ~,. ..,..... ~. 6/12 ,So ..,.,""... '''' ":dcllOn ' ~ I I BMC WEST BUILDING MA TERIALS TRUSS DIVISION _ a.w. ClplIa Rd. _01', .,<<0 ___7 '_(403)125-457& '"\ -~- h ~ i ~ -j Gene Hiatt Canst. ~ :i Duplex #1 987 Fuchsia Stre0t Springfield, OR ~ " BMC West Job #23225 "HOP QAAV\lINO APPROVAL. 1M'LAYOJf.ncllClLltClUllCllf'QIII~tlDHOI UIUIIU.uG..eDI#ILL~ . .~ ,i/,.CIII cmM""""I.AYCIJt'lL,....."...-~OI'- U..'OUf....,..~-"OU_~wu. "aLT. VPrI.....~TO........-' DW'GIITWo1 . ..1ldM~TOYOlol. -.. - .. '. , .~ , e c t I . .\ , " I ~ .~ . j i , ., ., ~ , r, ': ,.. , t; " .'~ ;, '. ~ I . '( '. . . ~~ ~ ~ /" f ~ C tJ . " , ~