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HomeMy WebLinkAbout0006.95 Truss PlansJob Truss Tens Type Oly ply 101XXXX 1074917 FLOOR 1 1 COMMON RYLAND MANUFACTURING CENTER 2.100 a MiTek Industries, Inc. Tue Mar 15 07:49.091994 Page 1 1b8 py0 � =(t%Y J// ��a4 1w 3 1v 2 3 a 0 a 1 a 9 10 1 15 la 13 12 11 3m ]1ta ]LS ]Xa S." 7fi LOADING (psi) SPACING 2-0-0. CSI DEFL (in) (Ix) Udell PLATES GRIP TOLL 40.0 Plates lnc a 1.00 TO 0.21 VW(LL) 0.10 12113 999 M20(20ga) 25W16 TOOL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) 0.1312113 999 BOLL 0.0 Rep Stress lncr YES WB 0.33 HOG(TL) 0.03 11 Na .: BCOL 5.0 Code Tpl (Matra) Min Length / U. dM = 360 Weight 62 Obs) LUMBER BRACING TOP CHORD 4 X 2 SYR N0.3 -E=pt- TOP CHORD Sheathed T7 4 X 2 SYR No.2 BOT CHORD Rigid ceiling clirectly applied, BOT CHORD 4 X 2 SYR No.2 or 1 D-00-M on center WEBS 4 X 2 SYR N0.3 bracing. _ REACTIONS (lbs/siie) 11-710/0-3-8, 1=710A-3-8 FORCES TOP CHORD 1.2.42, 2-3=0, 3-4=-1740. 4-5=-1740, 5.6=Q131, 6-7=-2131. 7-8-1744, 8-9-1744, 9-10=0, 10-11=-72 BOTCHORD 11.12=1040. 12-13=2104, 13-14=2131, 14.15=2131, 1-15.1037 WEBS 1-3 -1210. 3-15=819. 4-15--167, 5-15=<52, 5-14=34, 6-13=-24, 7-13-32, 7-12-119; 8-12-164, 9.12=821, 9-11-1213 NOTES 1) Recommend 2aS strungbacks, on edge, spaced at 10 feet on center and fastened to each boas l dh 3-10d roils. Slronglb c s to be attached to walls at Nair outer ends or restrained by other meads. LOAD CASE(S) StaManl Job Truss Truss Type Cry ply. 107XXXX 1074051 FLOOR 1 1 �CCMMON RYLAND MANUFACTURING CENTER 2.100 a M1Tek industnes, Inc. Thu Mar 17 07w6:]9 1994 Page t t-ea 1ba 1-6.12 1-bd .I 1- I 1-" 3X3 3X3 IX3. 3X 1X3 3X3 3X3 2 3 4 5 6 7 a v TI f Wp II 5 6 wl 12 It 10 9 3X6 3X3 1X3 3X5 us a-7-14 6514 LOADING (psq SPACING 2-0-0 OSI 1 DEFL (in) (loc) Well PLATES GRIP TCLL 40.0' Plates Increase 1.00 TC 0.39 Veh(LL) 0.09, 10/11 999 M20(20g2) 258216 TCDL 10.0 Lumber Increase 1.00 BC' 0.57 Ven(TL) 0.11 10111 999 BCLL 0.0 Rep Stress Inu YES W8 0.27 Hoa(fl-) 0.02 9 n1a BCOL 5.0 Code TPI (Matra) Min Length / LL cell = 360 Weight: 51 (Ibs) LUMBER BRACING TOP CHORD 4X 2 SYP No.3 *Except' TOP CHORD Sheathed Tt 4 X 2 SYP N0.2 BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP No.2 or 10-00-00 on center WEBS 4 X 2 SYP No.3 bracing. REACTIONS (lbs/size) 9-592/0-3.8, 1=592NJ-8 FORCES 'TOP CHORD 1-2=-79, 2-3=0, 3- --1430, 4-5=-1430, 5-6=-1371, 6.7=-1371, 7.8=0, 8-9=-73 SOT CHORD 9-10=842. 10-11-1430, 11-12=1430. 1-12=845 WEBS 1-3=-985, 3-12=682. 4 12-265, 5-11=-65. 5-10=-69, 6-10=-216, 7-10=616, 7-9=-982 NOTES 1) Recommend 2x6 strongbacla, oh edge, spaced at.10 feet on center and fastened to each truss with 3-10d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASES) Standard Jab 1 e7XXXX Truss Truss.Type 1474051 FLOOR OtY 1 ply 1 I POINT LOAD RYLAND MANUFACTURING CENTER 2.100 s MITek Inausmes, Inc. Tue Mar 15 10:40A5 ,994 Page , 3%] 7x4 I" 3X3 1X3 31L1 3X35" 2 3 X 5 6 7 a 9 P N �I 1 14 13 12 11 10 Us =1 1X3 30 5Xa us "lo 1 16}12 Ift1-12-12, 4}10 a 2 4160 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Ven(LL) 0.08 12/13 999 M20(20ga) 258M6 TCDL 10.0 Lumber Increase 1.00 BC 0.65 I Vert(TL) 0, 10'12/13 999 BCLL 0.0 Rep Stress lncr NO WB 0,50 H=(TL) 0.02 10 Na BCOL 5.0 Code TPI (Matra) Min Length / LL dell = 360 Weight: 57 pbs) LUMBER BRACING TOP CHORD 4X 2 SYP No.3'Except• TOP CHORD Sheathed T7 4 X 2 SYR No.2 BOT CHORD Rigid ceiling directN applied, BOT CHCRD 4 X 2 SYP No.2 or 1040-00 an center WEBS 4 X 2 SYP No.3 bracing. REACTIONS (lbs/s¢e) 10=1062/0-3-0, 1=622M-3.8 FORCES TOP CHORD 1-2=48, 2J=0; 3 4=1522. 4.5=1522, 5E=1666,.6>7a-1666, 7-8-445, 8-9=-645, 9-10=•1064 BOT CHORD 10.11=0, 11-12=1310.12-13=1522, 13-14=1522; 1-14=896' WEBS 1J=-1045, 3-14=731, 4-14 261, 5-13 •102, 5-12=165, 6-i2=-229, 7-12=414, 7-11=•769, 8-11=.652, 9-11=1241 NOTES 1) Recommend 2x6 strongloacks, on edge, spaced at 10 feet on center and fastens to each truss with 3.10d nails. Stmngbxks IQ Qe attached to walls at their outer ends u. restrained by other means. 2) CAUTION, Do not erect truss backwards. J LOAD CASE(S) (� 1) Lumber Increase=1.00, Plate Incmas 1.00 Undoml Loads (lbs per it) - tN Ven:2J=•100.0, 3—.100.0, 4-5=-100.0, 546=•100.0;.6-7-A 00.0. 7A=•100.0, 8-9-100.0,',10-11=10.0. 11.12=-10.0. t2-t3Loads, D•14=-10.0, 1-14=-10d0 1M Concentrated Loads (IDs) :Ba:5.0 VMOs I ^Qt J :JOO Tmn I Twss Type Cry PN 107XXXX. 1073667 FLOOR 1 1 COMMON 'RYLANO MANUFACTURING CENTER 2.100 a MSek InduGrles, Inc. Tue Mar 15 07 A9:25 1994 Page 1 3X3 ]S] 1C3 3X3 I%i l%3 3X3 2 3 4 5 6 7 a N ^l 1 12 11 10 9 vm 3X3 w 3X5 'ud 4:id I 1062-0 4ao fact LOADING jPsp SPACING 2-0-0 CSI DEFL '(in) (loc) Men PLATES GRIP TCLL 40.0 Plates I=ease 1.00 TO 0.18 Ven(LL) 0.06 10111 999 M20(20ga) 2584216 TOOL 10.0 Lumber Increase 1-.00 BC 0.41 Ven(TL) 0,0610111 '999 BCLL 0.0 Rep Strew lncr YES WB_0.21 Hor2((L) 0.01 9 n/a BCDL 5.0 Code TPI (Matru) Min Length r LL den = 360 Weight: 48 (]be) LUMBER. BRACING TOP CHORD 4 X 2 SYR W.3 'Except' TOP CHORD Shestlied TI 4 X 2 SYP No.2, BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYR No.2 or 10-00-00 on center WEBS 4 X 2 SYR Nd.3 Gating. - REACTIONS (lbsisae) 9=539r0-3-8, 1=539rDJ-8 FORCES TOP CHORD 142 73j 2J=0, 3� 7-1198. 45-1198 5-6=-1184. 6-7=11 K 7-8=0, 8-9=73 BOT CHORD 9-' 10=.752; 10-.11s1198,' 11-12=1198. 1-12=756 WEBS 1'-3• 882, 3-12=515, a-12L-181, 5-11--63, 5-10=-16, 8.10-200, 7-10-503, 7-9s8T7 NOTES 1) Re mend 2X6 Wongl W , W edge. spaced at 10 feet on center and fastened to each tons with 3-1 Od nails. Sbongbacla to be attached to walla at their, outer ends or restrained by Other means. LOAD CASE(S) Standard' 111 J L Job Truss Truss Type I I Ply P354097 107XXXJ( 1074458 FLOOR 1 1 COMMON RYLAh O MANUFACTURING MIDwEi7 2.100 a MITek Industnes..In, Thu 1_aa o-1 203 U4 1X= 3%3 ])O 1X3 3X4 1X7 6 C 0 E F G H 1X3 A N M L K J 3" 3X5 1X3 1JL3 =105 3Xe 11 .14 a 14 LOAOING,(pst) SPACING 2-0-0 CSI OEFL (in) (la) Bdel PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Ven(LL) 0.07 1 999 M2 (20ga) 258Q76 TCOL 10.0 Lumber Increase 1.00 BC 0.45 Ven(TL) 0.09 1 999 BOLL 0.0 Rep Stress Incr YES WS 0.28 H=(TL) 0.02 J Na BCOL 5.0 Code TPI (Matra) Min Length / LL dell = 240 Weight: 57 obs) LUMBER BRACING TOP CHORD 4 X 2'SYP N0.3'Except- TOP CHORD Sheathed &1 4'X 2 SYP N0.2 SOT CHORD Rigid ceiling kJ 9 d' a�W aDDlied, BOT CHORO 4 X 2 SYP No-2 p 10d0-00 on center WEBS 4 X 2 SYP No.3 bracing. REACTIONS (IbVsi2e) J=64710-34, A=647,O.3.8 FEB 14 1994 FORCES TOP CHORD A.B=-72, B-C=O, C-O=-1536, D-E=-1536, E-Fe-1788, F-G=-1538, G-H -1536, H-I=O, I.J=-72 BOT CHORD J4(=932, K-L=1788, L-M=1788, M-N-1788, A-N=932 WEBS A-Cx1087, C-N-704, 0-N=-181, E-N=-291, E.M=B, F-L=B, F-K=-291, G-K=-181, H-K=704, H.J=-1087 NOTES 1) Recommendon edge, 0 feetort center ter and fastened slrcat n to each truss With 3-10d nails. Strongbacks to be '11att to Walls outer ends space dat ns. •r LOAO CASE(S) Standard ���"i �,1, ` Sri, ,, �' y ; If1�gllljl 3 A,"F AWARMNG - V-r(fy deelV,1 P-Mmebrre sad RE" NOTES ONTWS AND RE VERSE SIDE BEFORE usE. Design vatta to 'u,e o M wdh. Maex eonneelon. Ihh Oeflpn It bof Only upon pa amefen stww , a" Is fc, on ,rOlrgvol O iscin9 Component to De Nt101ba end bases Applbobety of deflpn palameren ana p.Coh NCpppvlbll of ..vo... 1 a I.p obllly of bulaYq douche, - MI huff dt,14ne a aCVp. Mvm1MNx1 On Y Ip kflel uppod of woo memDen onl, AOaabMl lempry M.l ofaWoco Yrfule 001,13 Y dul p cWdlulb cn b the IeaConvblYlY of Ine, sl to . Addllbnal pelmaMrd ` bl.CNO ,OI Ine .VOI.I, d1.N.. If the Ie+ponalplUlY .1 In. b IbNO aafgne, F., Oanew40u1danCe tepo'clw Iabnpolbn, auaNy conlrol+totaae, deWery, eIoclbn and b,ceinO. comun OST-dd Gu.lay SlaMard. Dsfa.. bating Specebolloq and HIS-91 MITek Industries, Inc. Margllne Inffalll,q arb I,acina P=COmmMbvlbn avaKlDb loom Iluu %plot balaute. Sal O'Orrol,b O,Ne. MaOean. WI a3719. Job Tnnl True Type (FLOOR OtY ph. 127XXXX 1270949 7 1 'GIRDER P347457 RYL ND MANUFACTURING MIDWEST 2.100 a MRek IrWueNec, Inc. Tue Jan 25 12: 44:46 1994 Pay, 1 14Ld I 1-2-0^ i 310 3X1 3X3 i B C 0 Nl A E 3Xa 3%a LOADING (pafl SPACING 2-0-0 C31 DER (in) (bc) Vded PLATES GRIP TCLL 40.0 plateslncnemee 1.00 TC 0.32 Vemu) 0.00 C 999 M20QOga) 258216 TCCL 10.0 Lumber Increase 1,00 BC 0,12 Vrt(TL) 0.01 E!A 999 BCLL 0.0 Rep Stress incr NO WB 0.07 Horz(TL) 0.00 E Na BCDL 5.0 Code TPI (mabbf) Min Lengtth / LL dell - 240 Weight 18 (IDs) LUMBER BRACING TOP CHORD 4 X 2 SYP. No.3 'E=ept• TOP CHORD Sheadhed B-0 4 X 2 SYP NO.2 BOT CHORD Rigid ceifing direcdy applied, SOT CHORD 4 X 2 SYP No.2 W 10-0Gd0 on herder WEBS 4 X 2 SYP No.3 GmSng. REACTIONS (IDSJa¢e) E-3151GJ-8, A=315113-3-8 FORCES TOP CHORD A-Be-14Z. BdUO, C-0-O, D-E=-78 BOT CHORD AEe260 tlttnnllq�r� t,,P,, WEBS A-OL,104, CE=-W �•`` BEN W' C4 6� ., O 1N)R�cOOrtlmerW 2iB.stiangbacicr, at-10 ter an mar and fastened to each torts vritt13-tad rhaarL StrongDacrls 1L be wedge, spamf attached t0 Walla at tiw alit. elide Or mIsrained by Whr nlea 20612 LOAD CASE($) 1) Ltirnb,r lncreme-1.00, Plate Ircreame 0 e 5 'Tc G.:e •�, Uniform Loads'pbs pr.0) ;' r Vert:BL-200.0, 0-0=-200.0, A-Ea-10.0 F ''•�;%J!,",�i a: (per ....... ..... E�G��.``� NA, lltttttl l I llpmnlbq OF. JAN 31 1994 AWARNWO - Ve ft dsfdan pnrvnrtsre ,tnd READ NOTES ON.THIN AND REVERNE SME BEFORE USE. De Ijn VOW W toe anN With Moak aanlledlott. The oodon Is bated on?V uOOA pOlamelea dhoWn, and a for an InaNtlual bubyp componenl 10 be nVoled Ono loaded yedboly. Aaplpabaly of Ge ign moomebb an, pope, Mwpo101kxh of co naononi h,MpwulbMY of bubkhc deflgnel - not Omf deftoneLalockp +MWnl a 1. bleral wppon of kWNklual' Web.embed Only Additional IemporOW bf.M 10 loio,e daboy ouMe conatuctbn ti Ina lest QbWy Or the eleclot. ACdfllonal.petmoneF nl ntaco of tne..ovelal ttlucime. 40" Iebu tponnOah,'01 IM adYq d-flpnel. For Veneta, eubance r=d1no faOnpatblt Queny don Ira starVVe, daM,y.-election and Nocm canfuff Qn-aa OUOWy PonOwd. Dal-ae ltocing 1pecalconom ow NIl-91 MITak Industries, Inc. NdlMtep eufmlelp an4 t,0eug leeotntneMalhen ovabb,e front Milan Act. elttaule. Sal D'Onahb 01Ne. M 0Wi3J719. Job Tmss Truss Type OtY py j 107XXXX „1074460, FLOOR 11 COMMON RYLAND MANUFACTURING CENTER 2:100 a MiTek Intlusmes, Inc Tua Mar 15 0749:39 1994 Page 1 I i i 1-a-a 1 i—T us 7j� 2 1 4 S e ] a 9 ?] ^I 1 14. 13 12 11 10 / .Ili 31Pf ]Yi,l /jt5 �I6 62.14 124-12 67-14 y1614 Plata Offsets (LeRTop): 14:4.0.1.5 LOADING (psf) SPACING 24d C51 DER (in) (roc) IIdeO PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 0.16 Ved(LL) 0.07 5 9" M20(20ga) 25W16 TCOL 10.0 Lumber lnCTeaee 1.00 BC 0.43 Vat(TL) 0.08 13/14 999 BOLL 0.0 Rep Stress Inc YES WB 0.48 Hors(TL) 0.00 10 n/a BCOL 5.0 Code TPI (Matrc) Mtn Length I LL dell = 360 Weight: 61 (lbs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3 'Fxept' TOP CHORD Sheathed T1 4 X 2 SYP N0.2, T2 4 X 2 SYP N0.2 BOT CHORD Rigid baling directly applied, BOT CHORD 4 X 2 SYP No.2 or 1040-00 on canter - WEBS 4 X 2 SYP 1,10.3 bratlng. REACTIONS (Ibs/si2e) 2=63910,4-8. 10=639R1JA Il FORCES? TOP CHORD 1-2=7. 2-3=-1070, 3 — 1071. 4-5=1754, 54=-1754, 6-7=1608, 74=1508, 8.9=0, 9-10=72 BOTCHORD 10-11=919.,,11.12=1754„12-13=1754, 13.1"1549, 1-i4=0 9 WEBS 2.1 =1192, 3.14=-2(t9, 4.14-560, b13=240, 5.13=95, 6.12-1, 6-11=284, 7.11--177, B-11=687, 6-10=1072 NOTES 1� 1) Recdmmend 2x6 strongbackc, on edge: spaoec at 10 Met on center and fastened to each truss vith 3-10d nails. Stmngbacks to be attached to waits at their aufei ands or restrained by other means. Al LOAD CASE(S) Standard _ V 3 rY I N F�2 Joo Truss Truss rype Oty Pry 107X%%X 1072516 FLOOR '1 1 COMMON yd 3XI 31{a Lu 2 3 5 a v N' ^I a e/ 7 3a N6 3X 3IN 2-941 7J4 aae 44:4 LOADING (pion SPACING 2-0-0 CSI DEFL (an) (loc) tried PLATES GRIP TOLL 40.0 Plates increase 1.00 TO 0.34 Vert(LL) 0.04 718 999 M20(20ga) 258216 TCOL 10.0 Wmoer lnice29e 1.00 'BC 0.30 Vert(TL) 0.06 718 999 BOLL 0.0 Rep Stress Ina YES WB 0.16 Hor2(TL) 0.01 7 n/a BCDL 5.0 Code TPI (Matra) Min Length / LL den = 360 Weight: 33 (Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3 'Esept TOP CHORD Sheathed T7 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP No.2 or 10-00-00 on center WEBS 4 X 2 SYP No.3 bracing. - REACTIONS (lbst=e) 7=380A-3-8, 1=38010J$ FORCES TOP CHORD 1-2--54, 2.3=0, 3-4=-579, 4-5=-579, 5E=0, 6-7=E4 BOTCHORD 7.8-490. 6-9=579, 1-9=579 WEBS 1J=569, 3-9=67, 4-8 -65, 5A=104, 5.7-571 NOTES j 1) Raromrtiernd 2x6 atrongbacb, on edge, spaced at 10 feet on miter and fastened to each boas with 3-10d nails. Strongbacks to be attached to w Its at their outer ends a nimai inedloy other means. LOAD CASES) Standard Job Tt Truax Type I Cry 107XXXX 1071201 FLOOR 1 1 COMMON P347405 7Xt 3X3 1X3 II WINE t f3 N 3" 40.0 US 1X7 LOADING(paf) TCLL 40.0 ,TOOL 10.0 BCLL 0.0 BCOL 5.0 SPACING 24-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr YES code TPI WI TO 0.19 BC 0.12, we 0.05 (Meb&) DEFL (W) (foe) Ode" Vert(LL) 0.DO C 999 Vee(TL) 0.02 E/A 999 Horz(TL) 0.00 E n1a Min Length / LLde0 - 240 PLATES GRIP M20(209a) 258216 Weight: 20 obs) LUMBER BRACINGTOP CHORD 4 X 2 SYP No.3 -Euzpl• TOP CHORD Sheathed - B-0 4 X 2 SYP N0.2 BOT CHORD 4 X 2 SYP NM2 BOT CHORD Rigid ce&lgj dlrecW applied, 4 X 2 SYP Nc.3 or 104)0-00 oncenterWEBS bcecinp. REACTIONS (Da/slte) Ea199A-U8,A-1991OJ-8 r IW I`,"'q, FORCES TOP CHORD A�S7, &C--0, GD=-0, DE-71 ``J�ss�N �f.Q�. •• •• Ail '',, � cow YLU •S � cq � : F9 BOTCHORD AEe191 WEBS A:C>-223, GEC-221 - 2 �17 NOTES 1) Recommend 2)Z scOrgbaclo, on edge. spaced at 10 feet on order and fastened to each truss With3-10d nails Slrongbacks .a- `.e�p • f •'. attached to waft at Umr Outer ends Or restraufed by Ocher irlasrtt . • i '4:e �,.�, . „ 4; , ' •''••.'.....•G�C` LOAD CASE(S) SWrt7 Wa .lk. �,. , ,. '., S S/OAIAI aanuu,ny f p (E QFD''b �. . JAN 31 lgg¢ : * j STEPHEN NJ.•�°; ►t = ?� CABLER c Em 'AWARNING - Ver((g deaFn Po—tere and REAb NOPLS ON TIUS AND %YLR.SL SIDL BEFORE US& 611. volb to fe. on N wnh Wet con ectow thh casion ks cb etl onN upon pa omelen mown. ontl Old an nOoNmual bWlClnp component to, fx in a0ep O o baaeG ys ibOW. AppnC bYay OI deLOn pO amelen antl globe, n.0,co,Fltbn of C,nn n.nl a IppOnalpMy OI OUWNp la. , al - noI buu ae p el itsang fnow,n h col lot-1-1 f pp1 O OI n 1116cl ve, b eb mema.11. Addllbnal IempOldq bacnq 10 Nfute 0.0my d. Ina cons uctbn a the ponw:lt, OI the ...tot. Aaallbnal pe onenl OIacNO of the o at fauUvw a the :eaoonflpWY OI the button, Ce i,,Ml. Fol Oenelol Ou4oncs -,aomp taD:katbn,Ououly conliol. fro ape tleWery a ectlon and WoCbp:'conde OST-as OuaOY Pendant. DSS�$9 traclna SWcttbanon, no M11.01 MITak Industries, Inc. cntlhln0 I,nlalllrq no t,nclna.Yecemmenaatlo"v.tbbM Dom it.. R '. tnVINIe. Wl O'OMt,b O,Ne, MOOW, WI S 710. Jon Truss Truss Type Oty Ply _y 117XXXX 9174348 FLOOR 1 1 CANTILEVER RYLAND MANUFACTURING CENTER 2: 100 a MiTek lrat nes, Inc. Tue Mar 15 075305 1994 Page 1 t-bd 3X3 3x3 123 3X3 tx3 =1 iX3 3X5 U3 ]%5 2 3 4 5 6 7 a 9 to tt P N X3 '1 1p e + 1 1 17 16 15 14 13 12 l%e 3X5 Im ]X] ]X7 3Xa +X3 Stb t}2-0 13,34 1}74 1Iwl 7-441 01-6 2.40 Plate Offsets (Lee,Top)I 13:3.5,1.5, 14:3.0,1.5 LOADING (ps1) SPACING 2-0-0 CSI DEFL (in) (ac) Well PLATES GRIP TCLL 40.0 Rates Increase 1.00 TC 0.92 Ved(LL) 0.11 14/15 999 M20(209a) 258216 TCDL 10.0 Lumbeftncrease 1.00 SC 0.35 Ven(r-) 0.'ll 1a15 999 BCLL 0.0 Rep Stress Ina NO WB 0.70 Horz(TL) 0.02 13 Na BCDL 5.0 Code TPI (Males) Min L.engtn / LL nee = 360 Weignl: 74 go$) LUMBER BRACING , TOP CHORD 4 X 2 SYR No.3 'Except* TOP CHORD Sheathed T1 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly app6eo, BOT CHORD 4 X 2 SYR N0.2 or 1000-00 on center WEBS 4 X 2 SYR N0.3 bracing. REACTIONS (Ibs/size) 13-2160/04-0, 1-517NJ-8 Max Uplift 1--2(load rase 3). Max Vert 13-2160(k ad came 1). 1-533(aad oau 2) FORCES TOP CHORD 1-2=-72, 2.3-0. 3-0=-1107. 4-5=-1107, 5O>1113, 6-7=-1113, 7d=d7, 8-9=d3, 9-10-2315, 10-11-2315. 11-12=0 BOT CHORD 12.13=0, 13-14=-990, 14-15=723, 15.16-1113, 16-17.1113, 1.17-717 WEBS 103 -836, 3-17=456, 4i7=1BB; 5-17=d, St6=i4, 6-15s150. 7-15=455, 7-14 792, 8-14 184, 9-14 1205, 9-13s1532, 10.13s263, 11-13=2556 NOTES 1) Recortunend 2x5 strongbacks, on edge, spaced at 10 feel or, center and Fastened to eacr, trtraa with 3.10d nails. Strorgbacla to be Ot attached to walls at Umr ester ends Of laSVdined by other means. 2) CAUTION, Do not elect truss backwards. 4- LOAD CASE($) 1) Lumbar Increasea1.00„Plate Incraase=1.00 Untorni twos (Ibs per e). -] Vert:2-3=-100.0, 37-100.0, 4-5=-100.0-5fi=-100.0. 6.7=-100.Q 7.8-100.0, 8-9=-100.0, 9-10=-100.0, 10-11=-100.0. 12-13=-10.0, 13.14 10.0, 14-15-10.0, 15-.16=-10.0, 16-17=-10.0- 1-17=-10.0 Concentrated Loads (IDS) VWAI 1000.0 2) Lumber Inxrease•1.00, Platelmmsse=1.00 1 Uniform Loads (IM per e) Ven:2-3=-100.0, 3�1=-100.0,.4-5�-100.0, 5-8-100.0, 6-7=-100.0, 741=-/00.0, 8-9--100.0, 9-10=-100.0, 10-11=-20.0, 1 12.13=-10.0, 13-14=-10.0, 1415=-10.0, 15-16=-10.0. 16-17-10.0. 1117=-10,0 LA Concenlra4V Loads (lbs) Vert:11=-1000.0 3) Lumber l xreas 1.00, Rate Increase�1.00 Uniform Loads (Ins per e) Vert:2-3=20.0,3.4=-20.0, a5=-20.0; 5.6-20.0, 6-7=-20.0, 7d=-20.0, 8-9s20.0, 9-10=20.0, 10.11=100.0, 1243=-10.0, 13.14=-10.0, 1415>iOA 15-16=-10.0, 16-17=-10.0, 1=17=-10.0 Concentrated Loads (Ice) Vert:11=-1000.0 Job TNss TNss Type City Pity 127XXXX 1272025 FLCCR 1 1 GIRDER RYLAND MANUFACTURING CENTER 2.100 a. MiTek Irdustnes,Inc. Tue Mar 15 07:53 47 1994 Page 1 La-e 1-10,12 v� U4 3z5 3/sz z 3 4 s Y N 1 7 a �-�a'''111 104 I 60.12 3a-0 3-0a Plate Ofhets (LeB,Top): 3:2.5.1.5 LOADING (psn SPACING 24-0 CSI DEFL (in) (loc) Yde4 PLATES GRIP TCLL 40.0 Plates lnaease 1.00 TO 0.81 Ve0(LL) 0.03 718 999 M20(20ga) 258216 TCOL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) 0.03 718 999 BCLL 0.0 Stress Rep lrw;r NO WB 0.42 Horz(TL) 0.01 6 Na BCDL 5.0 Code TPI (Matra) Min Length / L.I. dell - 360 Weight: 31 (IDs) LUMBER BRACING TOP CHORD 4 X 2 SW No.3-Escept• TOP CHORD Sheathed T7 4 X 2 SYP N0.2 BOT CHORD Rigid ceikV directly applied, SOT CHORD 4 X 2 SYP N0.2 or 100000 on center WEBS 4 X 2 SYP N0.3 txadng. REACTIONS (lbalsize) 6-1166AJA, 1=1168M-3-8 FORCES TOP CHORD 1.2=290, 2J=0, 3�4491, 45=0, 54 -290 BOT CHORD.6-7-1491. 7-8.1491. 1-8-1491 WEBS 10=1724, 3Aa17, 4.8=0, 4-7=17, 4-6 -1724 NOTES 1) Recommend 2dS strongb". w edge, spaced at 10 feet erl center and fastened to each IIl15S w h 3-10d naafi. Stlongbacla to be attached to l Iis at their. werends on rcsdained by Other means. LOAD CASE(S) 1) Lumber lnaease=1.00,' Plata lncreax 1.00 Undeml Loads (Ibs per 8) Ved:2J=-400.0, 3.4--400.0, 4 5vg00,0, 6-7-10.0, 7d=-10.0, 1.8=-10.0 y N I LL- Fie Job Truss Tens Type Ory Pry 147XXXX 1474916 (FLOOR 1 1 POINT LOAD RYLAND MANUFACTURING CENTcR 2.100 0 MlTek Industries, Inc Tu0 Ma115 08:17:08 9994 Page 1 ida _ 1-10.4 I _ 1.9J ' =1 4X6 IX3 3X4 1Z =1 3X3 5" 2 3 4 5 6 7 a 9 P N -1 1X3 11 0 1 1 14 13 12 11 10 us 4X6 1X3 U5 SX14 ]X3 4 10 , 1t.u?2 I I] 4 10 s 2 2-1-12 Plate Oftsets(Leftjop): 5:1.5,L5, 11:5.0,3.5, 14:3.5.2.5 LOADING (psf) SPACING 2-0-0 CSI DEFL .(in) (loc) VOe6 PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.77 Ven(LL) 0.33 12/13 470 M20(20ga) 25=16 TCDL 10.0 Lumber Increase 1.00 SC 0.91 Ven(TLJ 0.40'1Zt3 389 SCLL 0.0 Rep Strew lncr NO WB 0.79 Hwd TL) 0-03 t0 Na BCOL 5.0 Code TPI (Matra) Min Lengtr / LL tleA = J60 Weight: 61 (Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3 'Except- TOP CHORD Sheathed T1 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied, SOT CHORD 4 X2 SYP-SS or 10-00-00 an center WEBS 4 X 2 SYP No.3'Except* bracnng. W714 X 2 SYP N0.2 REACTIONS (lbstsae) 10-1728/D-3A, 1=89210-3-8 FORCES TOP CHORD 1-2=-103, 23=0. 3 — 2687. 45-2687. 5L=J479, 6-7=-3479, 7d=2993, 8-9=2993, 9-10=1710 SOTCHORD 10-11=0, 11-12=3352, 12-13=2687, 13-14=2687, 1=14=1353 WEBS 1J=1577, 3.14=1556, 4-14 559,5.13=-284, 5-12-916, 6-12=-364, 7-12-148, 7-11= 14, 8-11=-1412, 9-11=3406 NOTES 1) Recommend 2c6 strongbacks. wedge, spaced at 10 feet on center and fastened to each tniss w 3.10d nail. Stmngbacks le be attached to walls at then outer enoe or restrained by other means. 2) CAUTION, Oo not erect tNsa backwards. LOAD CASE(5) 1) Lumba Immaee=1.00,Plate Increase=1.00 Undwn Loads (Ibs Per 8) \ Ven:2-3=-100.0, 3�-100.0, 4-5=-100.0, 5-6--100.0, 6-7•-100.0, 7.8=-100.0, 8-9=-100.0, 10-11=-10.0, 11-12=-10.0, 12-13=-10.0, 13-14=-10.0, 1-14--10.0 Concentrated Loads (Ids) Ven:8=-1200.0 3 00 M M Iz Job Truss Truss Type cry PN 107XXXX 1074001 FLOOR 1 '1 COMMON I RYLAND MANUFACTURING CENTER 1100 a MiTek Industnes. Inc. Tue Mar 15 07 So is 1404 0.,... 1-" _ tad Ml 2KI, 17a" s.i ud lYd ]XY 2 3 4 5 a ) a Y IN TI 1 12 111 10 9 us aw M] =$ 3).a b)-0 1180 4)-0 63a LOADING (psl) SPACING 2-0-0 C51 DEFL (in) (loc) Vdell PLATES GRIP TCLL 40.0 Plat" Increase 1.00 TC 0.34 Ven(LL) 0.09 10/11 999 M20Caga) 25W216 TCOL 10.0 Lurnx Increase 1.00 BC 0.55 VW(TL) 0.1010/11 999 BOLL 0.0 Rep Stress lncr YES WB 0.26 H=(R.) 0.02 9 n/a BCOL 5.0 Code TPI (Matrix) Min Length / LL de0 - 360 Weight: 50 (IDs) LUMBER BRACING TOP CHORD 4 X 2 SYP N0.3 'Except' TOP CHORD Sheathed TI 4 X 2 SYP N0.2 BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP N0.2 or 10-00-00 W center WEBS 4 X 2 SYP No.3 tracing. REACTIONS (ma/size) 9=5840.3-8, 1=584M-3-8 FORCES TOP CHORD 1.2-78, 2J=0, 3�-1394, 4-5=-1394, 546=1343, 6-7=-1343. 7dco, 8-9=73 SOTCHORD 9.10=829, 10.11=1394, 11-12=1394, 1-12=832 WEBS 1J=970, 3.12=656, 6t2=2S2, 5-tt=E4, 510=59, 6-10=215, 7-10=600, 7-9=-967 NOTES 1) Recommend 2>6 strongtWcb, 4n edge, spaced at 10 feet w center and fastened to each Inns with 3-10d reds- Stro gloacks to be attached to walk at their, war ends or restrained by other. means. LOAD CASES) Standard 11 Job Truss Truss Type Oly PH 127XXXX 1274916 FLOOR 1 1 GIRDER RYLAND MANUFACTURING -CENTER 2.100 a MiTek Inbusinp, Inc. Tue Mar 15 08:15:11 1994 Page 1 1:a-a 2-0d 1-M F 1-]-x -1 , 2-0d. 30 J6 3xi 3P W ]ii yet, .N6 2 3 t 5 a 7 a 9 v ' NT1 'I TI U • KW a a w 3 s 1 1 1 14 1113 a 11 10 3X7 3t3 Pit 1116 114 1 67-12 I 7-7-12 I ?2 l 1lSa 414 1d 2.Oo 1d-4 41d Plate Offsets (Left,Top): 7:2.0.1.5, 11:3.0,1.5, 14:4.0,1.5 LOADING (ps1) SPACING 2-0-0 CSI DEFL (in) (l)c) Udell PLATES GRIP TCLL 40.0 Plata Increase 1.00 TC 0.24 Ven(LL) 0.10 12113 999 M20(20ga) 258Q16 TCOL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) 0.12 12/13 999 BOLL 0.0 Rep Stress Inc, YES WE 0.36 Hor2(TL) 0.03 10 Na BCOL 5.0 Code TPI (Matra) Min Length / LL dell - 360 Weight: 67 (Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3 'Except- TOP CHORD Sheathed Tt 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly. applied, BOT CHORD 4 X 2 SYP No.2 or 10-00.00 on center WEBS 4 X 2 SYP No.3 tracing, - REACTIONS (Ibila2e) 10=710N4-8, 1=71010-3d FORCES TOP CHORD 1-2=-67, 2.3=0, 3- -1858, 45=-1858,,,55=4123. 6.7=2123, 7d=1858, 8-9=0, 9-10=E7 BOTCHORD 10-11=1049, 11-12=1858, 1243=2123. 13-14.2123, 1.14.1049 WEBS 13s1222. 3-14-901, 4-14=175, 5-14 -324, 5-13=9, 5-12=-1,8-12--176, 7.12-323, 7-11=-360, 8.11-901, 8-10=-1222 NOTES .1) Rerxtnnend 2X6 stro ngbacks, on edge, spaced at 10 feet cn centerand fastened to each tnns with 3-10d nails. Strurgibaeks to be attached to walls at their eater ends W restrained by other Rican. LOAD CASE(S) Standard DO M M J00 Truss Tn=; Type Oty ply 107XXXX 1071189 FLOOR 1 1 COMMON RYLAND MANUFACTURING CENTER 2.100 a MiTek Industnes, Inc. Tue Mar 15 07:50:31 1994 Page 1 2 J 4 v N IX] 1 Dae alza 111.12 }It-R LOADING (psf) SPACING 2-0-0 CSI DER (In) (loc) Vdef1 PLATES GRIP TCLL 40.0 Plates Ua:rease 1.00 TC 0.19 Ven(LL) 0.00 0 999 M20(20ga) 258216 TOOL 10.0 Lumber lOCRaiO 1.00 BC 0.12 Vengl-) 0.02 5/1 999 BCLL 0.0 Rep Stress Inc YES WE 0.05 H=CrL) 0.00 5 n/a BCOL 5.0 Cede TPI (Matto) Min Length / U. dell =. 360 Weight: 20 (IDs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.J'Except' TOP CHORD, Sheathed Tl 4 X 2 SYP N0.2 BOT CHORD Rigid ceiin9 ditecty applied, BOT CHORD 4 X 2 SYP.No.2 or 10-00-00 on center WEBS 4 X 2 SYP No.O bracing, REACTIONS Mra/size) 5=198NJ.8, 1=198A)-}8 FORCES TOP CHORD 1-2=.67, 2-0=0, 0-4=0, 45-70 BOT CHORD 15-189 WEBS 1J=221, 75=-219 NOTES 1) Recommend 2x6 strongoacks, on edge, spaced at 10 feet on center and fastened to each buss with 110d nails. Slnalgbacks to be attached to walls at theirouter ends c restme by other means. LOAD CASE(S) Standard N 1 I"1 ICJ Job I Truss I Trbm Typo I aY 1/�� 117XXXX 1172078 FLOOR t t CWTItEVER 1 1d14 11_i10 2.1.0 I 3X3 3X5 3X3 3X5 B C D E 3XE m 3Xa 1)t3 1 1.11-2 1 1 12 Y114 a24 1 f•n•z 1•ato o-a4 x+-o LOADING (pat) TCLL 4o.o TCDL 1o.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plebe Increase 1.00 Llmlbw lncreeae 1.00 Rep Stress lrcr NO code TPI CSI TC o.44 BC. 0.10 WB 0.19 (M1tb13) DEFL (In) (1oc) Idea VoULL) 0.02 E 999 Ven(TL) 0.02 E 999 HWA'TI) 0.00 G Na Mn LKQM/LL da0.240 PLATES GRIP M20(20ga) 259WO Weight: 33(Its) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3 -E3cap1• TOP CHORD Seethed B-E 4 X 2 SYP Not BOT CHORD RI91d c" d1ractly BOT CHORD 4 X 2 SYPNd2 applied. Or 10-00-00 an WEBS 4 X 2 SYP No.3 maer brash 'REACTIONS (lCahtre) G.90903.e,A.27&43-9 Mmr Val G-83MOed mso 2). A.279(bed mse 1) . FORCES TOP CHORD Ab«77. BLO. C43.247. D-E.247. E-F.7 BOT CHORD F.G.O. G44.313. A44413 WEBS A-C--W. C-HetO. C•G.-951, D-G 331. E-G -2TJNOTES 1J' Q E�FQ issue led b o a'ar «I�astraeinq, q eadt 1Nas wt113-10d ImIIA Stron9betk.. :. .eavwd�io8.9.lk�m uwlr a,ds ner moans. ,t 2) CAUTION, Do net arocr Orate becinewda. - 20512 LOAD CASES) 1) Wmbartrcaea1r1.00. Plate Illcrema.1.00 - • STATE OF - ,d ••. .• Q I AN •�4'r'�` V41IS- t-110.O. C-D-157.3. D-E+-122.0, F-G.-10.0. G-FL-10.0. A-H.-10.0 • -•••••• • ConcentratedLdms Me) VNI1..090. ,, F� V� •,,' S... �,T,`,,•• 2) Wmbar W Plate �a b1ot1Ymr1.00 LNtonn Loads 066-psi el. .•157.3, D-E.-28A, FBI--10.0. GFL-to.o. A•tM-to.o I� Concentrated (Ws) 3) Wmba blcroeea.1.00. Plena l�1.00 ., o Ilrlllorm In (Me W 9) = Ven:B-C-22.7. C-D-35.7, D-12 -122-0, F-G.-10.0. r H -10.0. A-14-10.0 " STEP!-ZENI 'U : 4(C : Carlmrvroad Lobos (Im). - ' A IPARMWO - V.rj& d..Ign ptrenl.t. and READ NOTES ON TMS AND REVERSE SIDE REPORE USG 6.19. v.ld bl a.e Only wah Mnet cOhhecfOt The dedpn Y baled Only upon DarOmelen drown ChO 1t 10, on hdlvldu0l "Who corn O anf 10 be hllated End b God vedgaty. AOM.bply of dean porpnelen and mover h<pppdilpl OI Cpnlbonenl Y fMppllWly of buloho tle[gn.t - nol Ima dmgnm. Macho lhOwn Y fOr g1-04 --POO" Of h Nidual ..b mefnbel. Only. AddabhOl lempatafy NMM lO h1ul. CObaty duM110 CohOluclbn Y the Impanubaly Of lho el. hx: Addtl M l.Oermonanl bwen001. the Ovetot NUClere Y the l«(MmEaly of the W1dtq detgnef. l'o, O•n.,.l oulilonce lw.ldYq gbtlwibn. audeY cohnoi. 110to . d•tvry. McCtb11 a" NoChd, ccn.ua OIT-m Ovalay Pandpd. 052-49 trodho Speetllevlbf 'OrM HIS-91 MITek IndUStrles,' Inc. N.h4.1hg W1.Wha aM aldcfrp eecommefgplon ov.Wbw lfdrn ltuu ROI. Mlaul.. 3 D'Onobb DIM. MCOb W15371O. Ttum 1117)0= I11v72W5 I FLOOR I aY ply CANTILEVER P33382 3X3 3lU 3X3 3X5 1X3 TI IX3 N A G F VA 3X8 1X3 + 3-&lz 2 4-4 162� P 12 at-4 2+0 L LOADULG (pol) SPACING 2-0-0 CSI OEFL In (locl 1=1 PLATES GRIP TCLL 40.0 PlIncrif69e mes 1.00 TO '0.70 Vat(LL) 0.01 E 999 M20(209s) 2581216 TCDL 10.0 Lwow lnuoma 1.00 BC �"a Vat(TL) 0.01 E 990 BCLL 0.0 Rep Stroh Inc NO WE,0.14 HorsjiL) .0.00 G Ne BCDL 5.0 Code TPI NO I Ain Lerpfh I LL da0. 240 WONIVIZ-31 Qba) LUMBER BRACING TOP CHORD 4 X 2 SYP N"'Esaq' TOP CHORD Sheathed SE 4 X 2 SYP Not BOT CHORD ROId CWHntIdlrer8r SOT CHORD 4 X 2 SYP No.2 appllod, or loto-w m WEBS 4 X 2 SYP N0.3 corAer LAecblp. REACTIONS pbeAdze) fa978N3e, A.51.63-8 Ala UTAIb A-110(bad ®o 3) Ma Von G,.976(loed atme 1). A.175(ked lams 2) FORCES TOP CHORD XB -75. B-C-0, 104D 1. 6E.453. E-FS SOT CHORD F-C-0, AGr83 WEBS AG.73, 0 �. D-G -491. E-G.S00 NOTES 1) Recommend 2X8 W mOboalm, on wipe; spotted to 10 iMt an comr mid lessened id each trusts with 3-1 Od naAs StronObeclu In be &ached to Melt at theb olAr ends c restreMed by alwr mean& 2) CAUTION, Do IXA onba truss ba*mafd& LOAD CASEM 1)LUMbWInamm-- 1.00. PING incoaO.1.00 Uniform I Off Par 8) VW!BC.-100.0. C-D-180.0; D-E-224.0, Fla-10.4 Asa-10.0 2).LLmbw lnc _ _ _ - 1.00. Plato Inaama.1.00 Lkdlarm Lade In, P4,. B) VOMS-C.-100.0. C-0.-180A, D-E.-54.0, Fla-10.0, A-G.-10.0 3) Lumbw bfcro -- too. Pteto Irlaeao.i.00 Urworm I a (9)a * 0) VenSC^2G0. C-0.38.4, DE-224.0; FG.-100, AG.-10.0 CqB� I r No. FO Mil • ST:ic OF 'r•IIIrr11tt1•••` jiWA NG - V.,Vy deeiyn param•te2e and READ NOTES ON THIS AND REVERSE SIDE HLFORL L1SE. Deayn vatd ror use ant, Weh Mn•4 collneclant. Ine. deflan Y panic ." can pam.w.m Mlewn, and a la an MMd.w bub•ta comaonenl to, be tnttanid and IOOtl•d venik'ae/. ApolcabelY of capon paromelen and popes bconpgalbn of component 4 netponlbelY of buldthg ee tahW,l - not bout detlpnel. Mocha shown Is lot lateral d sup of YNm lduat e.0 emhen• only. Addabnal lempotory bracing Io t nne 00bmY dullno condructlon • the refaanancy of Ine slaclOf. AcIdnlOnol pelrn.henl dro.w%d at the overalthuctule e.IM neeparltbaly al fh••buldtq e.V.. F l aanalal aubance ieoo'dIng bondoipn,. audwY eonboL guooe. d.wenr«ection and macho. conlud OSr-se`Q.Mv nandard. Ost-69 luncbna sp.amaalwn. and Mlt-01 MITek. Induotr] , Inc. Nandlinp bululdnd and llathQ eec6mmevdelloncV0WbM tiaT Inna Aol• Mmuni,D O'oMnb 01w. MOdban: W153710. Jab Triss Tmss Type Dry PN 127XXXX I1274917 FLOOR 1 1 GIRDER RYLANO MANUFACTURING CENTER 2.100 a MiTek Inou%nes, Ine. Tue Mar 15 08:15:32 1994 Page 1 t•bd I 1-4.4 1� 1-SJ 1-4-0� U3 3X4 U3 3X3 ]X] =1 3X] 3x4 1X3 2 3 4 5 6 7 a 9 TO 1X3 1 14 13 12 11 us us us ull us ]3-0 3.2-12 12-12 3S0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (be) Vdell PLATES GRIP TCLL 40.0 PWas Increase 1.00 TC 0.16 Vert(LL) 0.10 6 999 M20(209a) 25=16 TCOL 10.0 lumber Increase 1.00 BC 0.52 VenM) 0.12 a 999 BCLL 0.0 Rep Stress lnct YES WB 0.30 H=(TL) 0.03 11 Na BCDL 5.0 Code Tm (Matra) Min Length / LL dell = 360 weight: 65 pbs) LUMBER BRACING TOP CHORD 4 X 2 SW N0.3 'Except' TOP CHORD Sheathed T1 4 X 2 SW N0.2 BOT CHORD Rigid ceiling direclN applied, BOT CHCRO 4 X 2 SW 1,10.2 of 10-00-00 on center WEBS 4 X 2 SIP N0.3 bracing. REACTIONS PSIs¢e) 11=710N-3A, 1=71010-3-8 FORCES TOP CHORD 1-2=-74. 2-3=0,.3-0=-1641, 45=1641, 5.6=-2166, 6-7=2166, 7A=1641, 8-9=1641, 9-10=0, 10-11=74 BOTCHORD 11-12=1030, 12.13=2066, 13-14=2066„1-14.1030 WEBS 1J=1203, 3-14=754, 4-14=159, 5-14=-091, 5-13=126, 6-13=122, 7-13=126, 7-12=-491, 8-12=-159, 9-12=754, 9-11=1203 NOTES 1) Recommend 2x8 strongbaUa, 0n edge,.soaced at 10 feet m center and Fastened to each hose with 3-10d nails. Strargbacla to be attached to Ovals at their outer ends or msttamd by Other meads. LOAD CASE4S) Standwd .loft hues Truss Type -ty 107)0=X' 1076338 FLOOR 1 NICOMMON P347404 RYLAND MANUFACTURING MIDWEST 2.100 a MITek Industnes; Inc. Tile Jan 25 12:3929 1994 Page 1 t14 I 31O ]%a B C N1 11 A 0 3xa 3X3 , 1-10.4 1-104 LOADING (psi) SPACING 2-G-0 CSI DER on) (IDc) Well PLATES GRIP TOLL 40.0 Plazas Increase 1.00 TO 0.13 Vwt(LL) 0.00 C 999 M20(209a) 25a216 TOOL 10.0 LumOrlr. Increase 1.00 BC 0.01 Ved(TL) 0.00 LVA 999 BOLL 0.0 Rep Stress I= YES WB. 0.00 HWZ(TL) .0.00 D rva BCOL 5.0 Cede TPI (Matrix) Min Length I LL deft . 240 Weight 11 Obs) LUMBER BRACING TOP CHORD 4 X 2 SYP Nm3 Sept- TOP CHORD Sheathed BC 4 X 2 SYP Nat BOT CHORD Rigid ceiling directly applied, ' BOT CHORD 4 X 2 SYP Nat or 10-00-00 an center WEBS 4 X 2 SYP Nm3 bmpvlg, REACTIONS (Ibah¢e) De811,438, A-81N38 FORCES TOP CHORO A-13-74; BCC, C 0 -74 SOT CHORD ADO WEBS A -PO 1IVY Hr,��ee�i NOTES `%. 1) Recmunehd 2xa amngbecks. an edge, spaced at 10 _fa an Oenter and fastened to each tntas with 3-10d rlaila Subngbacla to Ix :• 1F'. •�, ••.•, •� �,,�,: /� �. amwhed S \; - •.; 'i to walls at they outer ends ar 2stra4ted Cy Other mearo. .:�� ,•�c - C LOAD CASE(S) Standard ' Oil /OMAL 1994 ea�.ue{tp'4 •........ ER 48357 ' ¢ 100 ,'IFNAL AWAWONG - Verlfy deetyn PansmeteYs and'N> NOTES ON Tws AND RLvznsz Sma BLPONL use. weammin- Detrn bI Thti deYpn b bbietl only upon POIOmelea aw.rn. ontlhY'rp an YWNIdu*1 bueONa cempOnenPlO tlnN wnx Mae{ cpnnItf -n intt0 4tl O p booetl yeah 00 Or b tatp Or y 01 d pplpmeran and PlO = Incppomt on,O ml dl nnotng conuru li n Ifthetlespna B OOf unovn ! Id midieflan l oo Oc s,ne "o 1. woj'ApplC QvO or YWMbWI web mamba 'onN. AOOtl lemppary blO Ib Nwn aObatY au Ma oonamct n', IetbOnLa1YIY Or me eteotOL ACOnbn01 Or rbe Obl..I iltu f the dofffo al e.h b IM IMpOniIbNY Or IM bul If the FOt penewl 0ulaence .io.n.s .oe. d.1%,*1.Wooing 19 Inicin, S IKmtlNa tablk Olbn, quanV COnnI% ddaae. daYvery. sle<rbdan0 bwena. COntU1 GSbas ftlo 01Y .IAOO d.. 1 t019acbq Speemcallan, and HI4V1 MiTek Industries, Inc. onto 'Manallna lNlallltq aM{IOCYq e�cOmme,Walbn Gvab]EM 40T-0uu Pblo ni111u1a. SOD D'Onolrb OM.:Ab01[On. v. '10. � " Job Tema 107)0= 1074306 RYUND.MANUFACiURIN( i �1 Tnwe Type FLOOR Cry Py / COMMON 3X3 WO 1X3 WC! XCI 1X3 3X3 im S C D E F G H I A N M L K J =11 3X5 iX3 1X3 3X6 US }161a }1}10 iX3 P343336 LOADING (pa!) TCLL 40.0 TCM 10.0 BCLL 0.0 SCOL 5.0 3PACINa 2d-0 Plates ITlaease 1.00 Lumber lrltresse 1.00 Rep Seeta 1= YES Cade TPI C31 TC 0.17 BC 0:42 WB 0.27 (Mouac) DEFL (in) ([cc) Well Vert(LL) 0.06 t1M 999 Vert(TL) 0.08 LIM 999 HIXr(TL) 0.02 J Na Min Lerg31 / LL dell = 240 PLATES GRIP M20('1Ogle) 258216 Weight 56 (Rrs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3'Fxzpt" TOP CHORD Sheetlled B4 4 X 2 SYP Nat BarCHORD Rigid ceiling directly applied, SOT CHORD 4 X 2 SYP Nat a 1GO -00 an rzM> WEBS 4 X 2 SYP Na.3 Ixecin9• REACTIONS QDl/saa) J-WAI-M, Ao82770d8 FORES TOPCHORDA43a-72, BC-0, C-0z1468.'DEe-1468, EF>•-16B4, F-Ciw-1468, G•H+•/468, H-t=O, W -72 `'��l1EN � BOTCHORD J-K-898, K4-e16B4; L-Ma1684: M14M684, A-N498 .C-Mess" WEBS AP1048,.C-Ne664, D-Ns-181, E-N -250. E-M-S, FL-5, F-K-250. G•Ke•181, "-664, H.P1046 NOTES K0 _ 1) Rcmnlnwd Zed aLcngbactak an edge,spnmd at 10 fed on ceraer and tasterod to each Outs with 3.10d Atilt Saongbacks to be _ Zl: j 2 attached to weft at Oleo otter ads a Ietiraihed !y Weer entente. • STA7E OF — LOAD CASE(3) Standard . 9v ••. / I;y, ; 7�Q :� w tit^ •, '' ,� �� `r 1 A WARNING - Ver(Jy design pavamatera and READ NOTES ON THIS AND RLVERSE SIDE BEFORE USE. e•elegg 6esyn vob tog. use an,, win Mnek cgsnnecton.Jhft dealcn it baud O-N upon po,ameten sown, and bJd, an hoNlGuel butloln0 component to pis Nslpfied and kMab venColy. AppbODay Ot deagn ppl.n elen and gopM k,dOgpOlatbll of component ;e leaperlabmy of building aeWjnel nol'llVii aboaly Iml deapnet, eloclnc Blown a Im Rita el subpart of tsdNldual web memeed only. AdOebnal lempotaly moclnc to Inau s, dwbc conmuclbn'4 the GaDpnVD1111Y Or IM eteclol. Additional penman. ' bincln0 alibis Oyelal dwcnLe is the Ievoonabaly of the balldVp deabne.. Fog eenotol cubance ,eaolalna monc.tlon OVOay eol,l ql, ibmae, delvmy, etecibn and Dsocaa. consul CST." Cuelay Standard. OSI.69 hdalna Specebatlon, and Mn-al MITak Industries, Inc. wo,dnna V,,10,na and 1raeVV aeadmm.dtbn avabDb slam Musa e,cle Y,attluts. 563 O'Onoftb Orwe. Madison. WI53719. JOD Tms3 Truss Type Cry Ply 107XXXX 1074308 FLOOR t 1 COMMON RYLANO MANUFACTURING CENTER 2.100 a MiTek Inoustnes, Inc. TueMar 15 07 -5112 1994 Page 1 2 3 4 3 a 7 a 9 p/ ' V✓ NT p 1 1 14 1312 11 10 yQ us U5 35a /NO 1� t 610 F 11-0.4 i a 10 5b10 Plate OOses (LeILTdP): 14:7.5,1.5 LOADING (ps) SPACING 2-0-0 CSI DER (in) (loc) VdeB PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) 0.06 6 999 M20(20ga) 25=16 TCOL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) 0.07 13/14 999 BOLL 0.0 Rep Stress Ihcr YES WB 0.46 P"Z(TL) 0.00 10 Na BCOL 5.0 Code TPI (Matra) Min Length / LL dell - 360 Weight: 60 (Its) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3'E_lcept• TOP CHORD Sheathed Tt 4 X 2 SYP No.2, T2.4 X 2 SYP No.2 BOT CHORD Rigid ceitirg directly applied. BOT CHORD 4 X 2 SYP No.2 or 10-00-00 on center WEBS 4 X 2 SYP Wo 3 bractrg. REACTIONS (IDsisi2e) 2=619103-8, 10=819NJ41 G FORCES TOP CHORD 1.2=7, 2-7=7030,7.4=-1030, 45=-1652,Sb=-7652. 8-7••1439, 7A=t439, 8-9=0, 9-70=72 BOTCHORD 10-11=885, 11.12=1652, 12.13=7652, 13-14=1475, 1.14--0 t WEBS 2-14=1148, 3-14-210, 414=521. 4 13-207. 5-13-63, &12--19, 6-11=246, 7-11=174, &11=646, 8.10=1032 NOTES 1) Recommend 216 strongbacks; on edge, spaced at 10 feet on center and fastened to each t111ss with 3-10d nits. Strongbacta to be .4 attached to wags at their Outer. eras Or restrained by other means. 2 LOAD CASE(S) Standard U s o- 22 Joo Truss Truss Type Cty Py 107XXXX 1074764 FLOOR 1 1 COMMON RYLAND MANUFACTURING CENTER 2.100 a MiTek Indu9nn, Ina Tue Mar 15 07:51:39 1994 Page 1 t-ba tbq Yd 3X4 1+l X3 1"6 IA3 *A Wr 2 3 4 5 6 7 a 9 m 1 14 13 12 11 10 3xa us V5 I1w 3xs us a -se as-e LOADING (east) SPACING 2-0-0 C31 DEFL (in) (mo) Vtlell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vett(LL) 0.09 12113 999 M20(20ga) 2581216 TOOL 10.0 Lumber Increase 1.00 BC 0.51 Ven(TL) 0.11 12/13 999 BCLL 0.0 Rep Stress I= YES WB 0.31 Ha2(TL) 0.03 10 n1a BCOL 5.0 Code TPI (Matra) Min Length / LL dell = 360 Weight: 59 (lbs) LUMBER BRACING TOP CHORD 4 X 2 SYP N0.3 -Except- TOP CHORD Sheathed T7 4 X 2 SYP Na2 BOT CHORO Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP N0.2 or 10-00-00 on center WEBS 4 X 2 SYP Na3 bracing. REACTIONS pb:him) 10-69011J$, 1=69040J-8 FORCES "TOP CHORD 1.2=-72, 2J=0,.3.4=-1675, "-1675. 5-6=4010, 6-7=-1675, 7.8=-1675, 8-9-0, 9-10-72 BOTCHORO 10-11=1003, 11-12=2010, 12-13=2010, 13.14=2010, 1-140003 . WEBS 1-3=1170, 3.14=783, 4-14 174, 5-14=-388,.5-13=12, 6-12-12, 6-11=J88, 7.11=-174, 8.11-783. 8.10-1170 NOTES 1) Recornmend 2x6 strongback , on edge, spaced at 10 feet on center and fastened to each truss v.dh 3-10d nails. StrongbWk$ to be attached t0 Ma113 at their outer ends or restnuned W other means. LOAD CASE(S) Standard J00 TNss I Truss Type 107XXXX 1074765 (FLOOR 'RYLAND MANUFACTURING CENTER I e6 1X3 3X4 2 3 IT tVX] ^I G+v PN COMMON 2.100 r na0 i 1X3 3X3 3X] in 4 S 6 7 ek lndustnes, Inc. Iue Mar 3X4 1X3 a 9 1X3 1 14 13 12 11 to 3Xe ]%6 1X3 iX] 1X.1 3X6 12.11-0 e.a.e asa LOADING (psf) SPACING 2-M CSI DEFL (in) (loc) WonPLATES GRIP TCLL. 40.0 Plates Increase 1.00 TC 0:18 VW(LL) 0.09 12/13 999 M20(20ga) 258n16 TCOL 10.0 Lumber Increase 1.00 BC 0.51 Ven(TL) 0.11 12113 999 BCLL 0.0 Rep Stress I= YES WB 0.31 Hor1(TL) 0.03 10 rVa BCDL. 5.0 Code TPI (Matra) Min Length f LL den - 360 Weght: 58 (I0s) LUMBER BRACING TOP CHCRO 4 X 2 SYP No.3 'E=ept' TOP CHORD Sheathed T7 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied: BOT CHORD 4 X2 SYP No.2 or 10-00-00 on came WEBS4 X 2 SYP No.3 bracing. REACTIONS (Ibsfsiie) 10=690/W-0, 1=69=-3.8 FORCES TOP CHORD 1-2=42, 2-3=0, 3�-1675, 4-5=-1675.'5-6i--2010, 6-7--1675, 7.8=1675, 8-9-0, 9-10=42 BOT CHORD 10-11=1003, 11.12-2010, 12-13.2010, 13-14=2010, 1-141003 WEBS 1-3-1170. 3-14-783. 4.14=-174, 5-14 -388, 5-13-12. 6.12=72, 6-11=-388, 7-11=-174, 8.11=783, 8.10=-1170 NOTES 1) Recornmend 26 strongbacks, on edge, spaced at, 10 feet on center and fastened to each truss with 3-10d nags- Strongbackti to be attached to walla at thw outer ends or restrained by other means. LOAD CASE(S) Standard 1 r4 Job Truss Truss Type Oty Ply 147XXXX 1474764 FLOOR 1 1 POINT LOAD RYLAND MANUFACTURING CENTER 2. 100 a MiTek Industnes, Inc. Tue Mar 15 08:17:28 9994 Page 1 1-8-0. 1Si2. I_ 1-aa I ' ]x3 lib ,i3 XM Im =1 7x] 5X] 2 a 4 5 6 7 6 9 T NiI -1 1X1 11 0 1 1 14 13 12 11 10 ]X6 3u IX1 3" 5X12 3X3 44i-6 ,69-1 , 1212� . 4�6 62.14 2.1-12 Plate OOsels (Len,Top): LOADING (pst) SPACING 2-0.0 CSI DEFL (in) (loc) 9dell SLATES GRIP TCLL 40.0 Plates Increase 1.00 TG 0.93 Vert(LL) 0.26 12113 574 M20(20ga) 258216 TCDL 10.0 Lumber Immse 1.00 BC 0.81 Velt(TL) 0.32 12J13 476 BCLL 0.0 Rep Stress Ina NO w8 0.77 Ho (TL) 0.03 10 Na BCDL 5.0 Code TPI (Matrot) Min Length / LL den - 360 Weight: 60 (Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP N0.3 -Except- TOP CHORD Sheathed T7 4 X 2- SYP No. t BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP SS ar 10-00-00 on center WEBS .4 X 2 SYP No.3 -Except' bracing W114 X 2 SYP No.2 REACTIONS (lbsfs¢e) 10-170210-3-8, 1=877/0-3-8 FORCES TOP CHORD 1.2=•96. 23=0, 3-4=-2566; 45=-2566, 5:6=3329, 6-7=-3329, 7.8-2947, 8.9=-2947, 9-10=-1684 BOTCHORD 10-11=0, 11-12=3260, 12.13=2566, 13-14=2566, 1-14=1328 WEBS 13s1548, 3-14 li . 4-14=-503; 5.13=-276,S-12=882, 6-12=332, 7-12=81, 7.11=363, 8.11=.1410, 9.11.3352 NOTES t) Recommend 2)9 stni gbacl . edge, spaced at 10 feet an center and featel to eaotl truss with 3.10d nails Strongbwks to be attached to waits at their oiler ends or rest2ined by other means. 2) CAUTION, Do not erect toms back ,ds. r1 • LOAD CASE(S)�� 1) Lumber Invease=1.00, Plate Irtcrease°1.00 lJnibrrn Loads (ID6 pull) VM:2-3=-100.0, J�•100.0, 45=-100.0, i�6=-100.0. 8-7-100.0, 7A=-100.0, e-9=•100.0, 10-11=-10.0, 11-12=-10.0. 1243=.10.0, 13-14v.10.0. 1.14=.10.0 Concentrated Loads (Ibs) Vert:8=-1200.0 3 0 L 1 N Fix ' JOo Tnrsa Truss Type y107XXXX a073648 FLOOR In, COMMON P370014 e I e 11us net, IM. I us mar It,age 3X3 3X3 1X3 3X3 1X3 3X3 3X3 B C D E F G H N �I A L K J I 3X6 3X3 1X3 3X53X6 4:4:12 I 10-7.8 1 0+12 62-12 LOADING (pst) SPACING 200 CSI OEM (in) (]cc) Well PLATES GRIP TOLL 40.0 Pates Increase 1.00 TO 0.26 Veft(LL) 0.07 J/K 999 M20(20ga) 25E 216 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Ven(fL) 0.06 J/K 999 B 1 0.0 Rep Stress, Ina YES WB 0.24 Hoe ( ) 0.01 1 rVa _ BCDL 5.0 Code TPI (Mabof) Min Length / LL deft - 360 Weight 49 Obs) LUNMER BRACING TOP CHORD 4 X 2 SYP No.3-Fxcept• TOP CHORD Sheathed B414 X 2SYP No.2 BOT CHORD Rigid oeTng directly applied, BOT CHORD 4 X 2 SYP NO.2 ar lOOODO an center WEBS 4 X 2 SYP No.3 braclng. REAC71ONS Obs/ab:e) 1=� A-5640438 FORCES TOP CHORD A-B=m75, BCC, C-D-1304,.D-E=1304, E-F=1272, F-G-1272. C—H=O, 144=73 BOT CHORD I.J-794, J-K-13D4, K4.=1304, A4,=798 WEBS A-C-931, C-L=590, D-L-220, E-K-63, EJ- 37, F.1=210,.G J=557, GI=926 NOTES 1) Recor enend 2x6 strongbacla, an edge, spaced at 10 feet an center and fastened to each truss with 3-10d nails Stro gbado to MAR 18 1994 aG be waft achad to waat their outer ends Or restrained try other intent LOAD CASE(S) Standard ,,,\,s\IIIIIII/t1110/ �.f oy'". .••t pie Ygel *=lSTEPHEN'4V. * = ,•'�`oQ s�N.s7 CABCEA = c 00 f�'FQ•,9(�r er ��Q�iG er Na re fill I it A WARNING V ,vu d..ipn pa.vin.t.re and READ NOTES ON TBIS AND REVEeee SIDE BEPORE USE betpn e.fd for we .0 an Mnex Con.for. ihY aefgni DOwtl onN aeon "poneween, mown, Ontl Y.fq an btlNqudl building Oomponenl to be Ingaeee and eod died vellgaH APpaaabelV of tleegn palOtnaen and dooat Mcdpdolbn of component s IstaOpilbai✓.1 a,smno amp el nat run ��.. dr, eonen. slocing mown Y ld Welal i ppo l Of btlNqual b menetm i O N Adalignal lempdor, Waeep to btu a O.caly tla bg co of CIbn.Y ine utaonuaWlV of In. etedd AGaagndl pelmanenl DrocYp of IM ovetae alucluro Y the ieipdnlbMV Ol the bu0dN0'tlwgne, idt general puaance egalaba 1=11C.110n, 1.01 Conran adpge, aslvery, alectbn and,oeocind. roman Osl-!b Ouolay Standard. oss-ay tracing; Sp.DfacaHon, and HIs-e1 MITak Industrloo. Inc. Handlnb INIaNrq and hd:bq Y.Cemmergalgn avertable ram lrya Fain baaYl.. 5113 O'OMeb O/Ne, Mod"n, WI $3719, 127XXXX I1274765 FLOOR a I 'PN GIRDER RYLAND MANUFACTURING CENTER 2.100 a MITeN Indus Ines, Inc. Tue Mar 15 08:15'.51 1994 Page 1 t�-0-0T1-1.12—) _ 1� _ 1-} 1 1.1.12 3X3 3X4 =1 3X3 ]%] 3%] 3X3 3X4 1X1 2 3 4 5 a 7 a 9 10 1X3 1 14 13 12 11 US 3Xa 3X5 Sze 3Xa F- 12-12 6541 1 3a-4 1 1212114 12-12 12-t2. 12• t3 12.12 LOADING (pst) SPACING 2-0-0 C51 DEFL (in) (Ice) Well PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.15 VW(LL) 0.09 6 999 M20(209a) 256/216 TCDL 10.0 Lumber Imrease 1.00 BC 0.49 VenjR) 0.13 6 999 BCLL 0.0 Rep Stress I= YES WE 0.28 Har2(TL) 0.03 11 we BCOL 5.0 Code TPI (Matra) Min Ler1gm / LL Cell = 360 WeighC 64 (Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYR No.3 -Except' TOP CHORD Sheathed T7 4 X 2 SYP No.2 BOT CHORD Rigid ceilug directly applied, BOT CHORD 4 X 2 SYP No.2 or10-00-00 on center WEBS 4 X 2 SYP N0.3 INacug. REACTIONS Qbstwe) 11=6901D•3.8, 1-690/0-3-8 FORCES TOP CHORD 1-2=75, 2-3=0, 3.4=•1516, 45=-1516, 54is2043, 6-7=2043, 7-0=1516, 8-9=1516, 9.10=0, 10-11-75 BOTCHORD 11.12-993; 12-13=1943,13-14=1943, 1.14=993 WEBS 1J=1161, 3-14-678. 4 li 149, 5-14=-094,5-13=126, 6-13=121, 7-13=126, 7-12�94, 8-12-149, 9-12=678, 9-11=-1161 NOTES 1) RecommerW 236 strergbacks, on edge, spaced at 101eet on canter and fastened to each truss v.1013-1 Od mails Strongbac" to be adacneo to walk st dwir lwter encli or rastmined by Other means. LOAD CASE($) Standard =A— � PN FLDDR 1 1 COMMON P3.a343 RYLAND MANUFACRJRING MIDJJE6T 2100 a MRek Irtdultlner,, Ir14 Thu Jan 13 15:36:21 1994 Page 1 1-02 1 I 1.1-A 3X3 =1 Im 3X3 17a 1X] 1X7 37A 1X3 B C D E F G H I J , 1X3 TI NI 1 A O N M L K '3X6 wo 1X3 3X3 3X5 UB 0.2.10 + 111-12 1 6.2.10 1 LOADING (psi) SPACING 2-" CSI DEFL (In) (bc) Vde6 PUTE3 GRIP TOLL 40.0 Plater, Inr4eeM 1.00 TO 0.33 Vert(U) 0.15 UM 999, M20(209a) 25=16 TCOL 10.0 Llanoer Irlcrzma 1.00 DO 0.67 Veft(TL) 0.19 UM 890 BOLL 0.0 Rep Strew I= YES WB 0.37 HOr2(TL) 0.03 K rVa BCCL 5.0 Code TPI (Matra AMLen901JLLde11,e-4 Weight: 65(Ilia) LUMBER BRACING TOP CHORD 4 X 2 SYP Nm3,4mepr TOP CHORD Sheathed BJ 4 X 2 SYP No.] BOT CHORD Rigid csBn9 dinw* applied, SOT CHORD 4 X 2 SYP Nat or 104110-00 an center WEBS 4 X 2 SYP N0.3 bacov. REACTIONS (bafsla) Ka757AJ-8. A-75710-S8 FORCES TOP CHORD A$e-71, &C--O, C-0-1887, D£s1887, E-F=2407, FGa-2407, CsF0 19OZ Ws,1902, F,FO, J-K-71 BOT 04ORD K1r1120, L•M-M7,M-14-2407,.NGy2407, A4+1115 WEBS A-C-1300, C4:901, D-C-148, E-0-601, EA�84, F-M-63, GM=81, G1-N507, H1=159, 11=912, N(=1306 NOTES •,`,,,,�� 1 strongtarJq cn M9q ,paced at 10 feet an caac and fartaad to each truss with 3-10d nail : ..y..C��'�•r'�i Rlxanmatd 2X6 Stragoaclls to Da Q� , attacIAW to walls at their outer rhos or restrained by e01er meara •��\S i ���: •, 9 �'\�'• •• • Qv LOAD CASES) Stendam ' j :U*l • STATE CF '31 :/VOI "auataA�" i�eecale].aaet,�i i Its 11 ��,,,•7,RF :i357T O •W? L `F ®WA NG - VrriJY,drr/gn Pohssh,rtrrr and READ NOTES ONTNTS AND REVERSE SIDE BEFORE. USE. awassewr;:. 5e3✓]n 011tl l01 Yle On nn Mites c0 neClop: nrb Oe43jn a bdie0 OnN-0ben vaicmetrim Nov aM a.to On iul Ou.l DwY]NQ camoonenl Wbe h"cime , Ono bOOeO IICOM.. Aowtcoasm, 61 tlMkJn pOlOmelen Ona succor 0bc0 co Olof cornOonenl X IefoOnscaly of buicanc Oe51,7ne1 . not Jlu3F Ge3lQllel aIOCNQ NO n 6 1pl ble101 FUODOII'Of 4,ONI000I vro rnr,hoison.OhN. AddItb OI I maOlO Y bIOCInQ 10 Mule SICCWIY during COMVIUCtbn n rho I Y.00nYbY,IV OI the .1 etUv AO011sOn.1 ylTonenl ol111nQ Of the O elo9 nlVClulo k the Ie3bOn3blMlV 01 Ine OuIbNQ Cetgnel. FOf Qene101 9U400ce Ml AQydinQ ICbzclbn.'OVOUN'Conucl,v0l0Qe. Oeuv! Y. o..1,Cn and blacn0. coh1,11 QSLae Qu.tA, nandet0. OSLev if0c1-0 SH 01.bn0n. Old HIS-01 MITek Industries, In C. .anannO Insmnlna Ona',Praellp.4riCem mM,Oorlen ov011pob uom HVs, FIOIe Nurl V1e. 5 30 One lrlOOme:'A.... h , Nl J 0 Truss Tnna Type Oty pty 107XXXX I1075262 FLOOR 1 1 COMMON P343344 RYLAND.MANUFACTURING MIDWEST 2.100 a MlTek Incustnes, Inc. Thu Jan 13 15:36:a0 9994 page 1 1b0� 14- =12-i ]%5 5X5 1X1 310 13] S1CS 1X1 3%4 1X3 B C 0 E F G H I J aX3 JX7 1X] A O N M L K 3" 3X5 1X3 3X3 3X5 3Xa 64-10 14412 a+10 7i LOADING (PSI) 3PACWQ 24}O C31 OEFL Qn) (lpc) Vdell PLATES GRIP TCLL 40.0 Plata Itlamfe 1.00 TC 0.29 Velt(LL) 0.14 LIM 999 M20(20ga) 258n218 TCDL 10.0 .Lumber. Irlcrlaae 1.00 BC 0.66 Verl(TL) o.18 L/M 923 BOLL 0.0 Rep Sbm Incr YES WB 0.36 Haz(TL) 0.01 K r✓a BCOL 5.0 Cafe TPI (Mebm Min Lerp017 LL de0 - 240 Weight 68 Men) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3-E=ept- TOP CHORD Sheathed B�J 4 X 2 SYP. No.2. T2 4 X 2 SYP Nat SOT CHORD Rigid ceiling dllMry applied, BOT CHORD 4 X 2 SYP Nat Or 10-00-00 an center WEBS 4 X 2 SYP Na3 wiscin0. REACTIONS QIu/size) B-749r038. K-749A3d FORCES TOP C HORD A-8-667, B-P2, CO--1923, O E-1921, E-F--2357, FG--2357, G 1--1976, FH--1876, WOO. J-K--71 BOT CHORD K4L-1107, L-M> =17, M444=7; 1404A57, A-0-1232 11F'` ririrJJJi 8- WEBS A1393, C-0.797. D-011OZ E-C-521, E44=64, F-M-69, GM-70, G.L--492. H-L-160, I-L-W7, FK--1291 ,•i1t1 N ,, • Y l C Je q•?'j •,1, NOTES ,. SOY• - , -.. 1) a erand taetened to each bn with 3-10d rails. Stralgbacla tD be y�e;15 i EZ ".: p atatr�wedge, allowed to waft OfUlel' Well or nedmisted ft�. en No. LOAD CA3E(S) Standard zo z = • STATE OF 2 I:;vJI.Ct :'asr' J.,,J a.NA l E II y11J1NJ\ �y e••rki �eOJIJJIJJJi to e /• '- J. J u I 11 A WARII - V.r1 fy dsdpn you a t-r- aaW RE" NOTES ONTffiS AND RE VEP-W SIDE BEFORE. USE. Detlan y.W all fne Orky wan Ma-k COn.'Ofpr. the design t. bCiea a" upon DanOmelen 0ww0. an0 bta an InCNfO.a*.Wino componenl la ba bilofed and knob velflcaN.", ADpJCODaIV of detlan aannlel-a and x.0 InCVPO,.Ib 91 COm POff-nl b leiDO .*lily Of t uSakn deign-f - no' f— d-tlanel. Mac., .fawn k fOr blMal Npmn at mNiau i W-b m.mbet, Only. Acadia.] tempaOry aOCYn-I- Ini.n- adC®y d-Ino —01ctbn k Ihs Ietpon.balV OI the eie lot. Addllb l DefmOnenl dooM9 OF Ih* Ovaa1 pfVCtVls k'ih. lafOpnbply OI in. b.iaba deilbnel. F., 0en-IOf Oum.nce leaaldyn somicatbn. Quaff, eonnCl tlwaae, d."N. aecika anal Df0*in4 camera OSI-ee Ou.my Mando,d. DS11-80 freakfa Sp-cMcalbrt and HIS-91 MITek Induatrloa, Inc. "u,ORW nallin, oM JroCYn Y-COmmerWallen OvabDl- IIOm flue fale tal.um. 3 D'On011b OfM. Maaean, WI U719. boat Type Cry PA, =_107 FLOOR 1 1 COMMON P343J46 YCANO MANUFACTURING MIDNEST 2100 a MITek Inalutnee, Ina, Thu Jan 13 15:37:30 1994 Papa 1 WO 3X5 1X3 am 3X3 1X3 ]%] DO us 1X3 B C D E F G H I K 1a N '1 A O P O N M L ])(8 3X8 1X31X3 3X5 US 3m 164t2 15412 Plata OBaeta(LelLTOP): M2.5,1.5,.0:3.5,1.5 LOADING (p d) TCLL 40.0 SPACING 2-0-0 cat DEFL (in) (loc) gdell PLATES GRIP TCOL 10.0 PNtes Income 1.00 .Lumber Increase im TC 0.31 'BC 0.76 Ved(LL) 0.17 NIO 999 Vert(TL) 0.20 N/O 866 M20(20ga) 258216 BOLL 0.0 Rep Stress lrgx YES WS 0.41 He z(TL) 0.04 L We BCOL 5.0 Code TPI (Ma111YQ Min Length / LL den a 240 Weight 71 (Ibs) LUMBER SPACING TOP CHORD 4 X 2 SYP No.3 Smept• TOP CHORD Sheathed B4( 4 X 2 SYP Nd.2 130T CHORD Rigid Mill g directly VpOed, SOT CHORO 4 X 2 SYP Nat ar 10-00-00 an center WEBS 4 X 2 SYP No.3 Drochq REACTIONS Pfiftiie) L-81ZlO--8, A-812A3A FORCES TOP CHORD. A-13 72, BC-0, C-0 -2074, D-Ea =4, EFe-2664, F-G=-2847, G-10-2847, FH=2082, W. 2082, J-K=O, K L,72SOT yttrl r rtrr CHORD LA-(?1407, 0 1" WEBS C ?. D�-838, EC=-881. E 1� OB F 86,'F-N=212, G 207. H Ny280. H-M=813. 4M=-171. �•`�t,�LK W (.',' 1M>r1020, J-L>7408 �` �2 • .9 �i • yt: NOTES ����srEpF.�� 1) Reco thend 2dStraw atrbrgb on edge, d 10 erW fa9med m eeatl tr11aa Wltll 3.10d rwh badm m bt, No. heQ nc rnii. fAer few b eaacnee m welb et their outs ends «reatreined by other nleerla M 12 = LOAD CASE(S) Stantland - '_ .• STATE OF e y�FSSrONAt E.G\\X Srp15564atarq Q1r EM --lt A WA NC - VerJJg defdgn parctS ftf f, and RLAD,NOTLS ON TB7S AND RLVaSR SJDS BLlORL.t7SL. Defgn volk] br ufa onN Wan Mae[.conneclO,f. Ibb aeabn Y Dated only upon pa,.rnwm, mo,en, and 1, 1. an InaNWual buadyq camPonenl to u,lb4a and baaeC v.nlcpN AaP.apblMy of aeYan palamslen and pace, Tcalpa.lion ol. cpmpanenl Y IMOOnfIDW1y al bulldtrg aei13ne1 - not tnly detlgna B .clot. Mown IfId btetal fuct otl of hdNldWl web ms be f o N., Additional lempa,ary b,oclM1p to In we V.bMV d.n g c6n00albn bibs IelpdnybYllY OI the l.tat Additional pe,mdnelnl b dcing of IM o wLfbuClwe If In. rospaMlbmly al In. D Wing d lbjne , fd, aene,al pubance le0am a tabrcalbn, auaay cameo, fro ape, deavery s$e Ildn and D acing, codfua QSI-aa Qualitynonacid. DSPaa Srdcl,q Spectacaflon, and aN-el MITak Industries,Inc. Nonduna Intlal.nd aM r,dding Yecom I rns atian a, aftow aomlmY Role Ntlllule, 5 O'Onoeb Dtwe. MDdbn. Wl53719. job Truss Truss 107XXXX 11074052 FLOORya 11 I.1 N COMMON 1-Ld 1�12 = 1 3m IX3 3X3 IX3 =1 IX3 2 3 . s e 7 s v N TI IX3 1 12 it 10 a 3Xa ]23 tm ]Xa US 4-7.44 6614 LOADING (ps1) SPACING 2-0-0 CSI DEFL (in) (toc) Yd0 PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO OJ9 Vert(LL) 0.09 10/11 999 M20(20ga) 258/216 TCOL 10.0 Ltanber IIdREae 1.00 BC 0.57 Ven(TL) 0.11 70/11 999 BOLL 0.0 Rep Stress Ina YES WB 0.27 Horz(TL) 0.02 9 Na SCOL 5.0 Cotle. TPI (Matron) Min Lengtl /,LL tlell = 360 Weight: 50 obs) LUMBER BRACING TOP CHORD 4 X 2 SYP N0.3 'Except' TOP CHORD Sheathed T7 4 X 2 SYP No.2 BOT CHORO Rigid orelalg ditectly applled. BOT CHORD 4 X 2 SYP Not or 10-00-00 on center WEBS 4 X 2 SYP No.3 bracing. REACTIONS (lbs/sae) 9=59210JA, 1=592/O.3-8 FORCES TOP CHORD 1-2=-79, 2-3=0, 3.4=-1430,.4S=1430, 5-6 -1371, 6-7=1371, 7A=0, 8-9=73 BOTCHORD 9-10=842, 10-11.1430, 11-12=1430, 1-12=845 WEBS 1-3=985, 3-12--682, 4;12=-265, 5.11=-65, 5.10=-69, 6-10=216, 7-10.616, 7.9=982 NOTES 1) Recornmend 2x6 stmrgbacla. on edge, spaced at 10 feet on "raw and fasterleo to each truss with 3-1 Od nails. Strongbaclo: to W attached to walls at their outer ends or restrained b/ other means. LOAD CASE(S) Standard Job Truss i Truss Type OTY Pty 107XXXX 1074053 i FLOOR 1 1 COMMON RYLAND MANUFACTURING CENTER 2.100 s M.Tek Industries,. Inc. Tue Mar 15 08:39:1 11994 Page 1 1,&a I-s12 5X6 2X5 U3 =1 IX3 ]XJ 1X] 5X5 2 ] 4 3 6 7 a ?]X] V X3 1 13 12 11 10 8 aX5 3X6 fXa Im 2X5 ]%6 F1141 + 11-1.12 41041 636 Plate Offsets (LeB,Top): 13:3.5,1.5 LOADING (psp SPACING 2-0-0 C51 DEFL (in) (loc) War PLATES GRIP TOLL 40.0 Plates Inueaae 1.00 TC 0.25 VafI 0.07 10/11 999 M20(20ga) 258,216 ' TCDL 10.0 Lumber Increase 1.D0 BC 0.49 Ved(TL) 0.0810111 999 BCLL 0.0 Rep Stress Ina YES WE 0.42 Hom(TL) 0.01 9 Na BCOL S.0 Code TPI (Matm) Min Length / LL dell - 360 Weight: 55 (Ice) LUMBER BRACING TOP CHORD 4 X 2 SYR No.3"Except• TOP CHORD Sheathed Tt 4 X 2 SYP No.2, T2 4 X 2 SYR No.2 BOT CHORD Rigid ceiling directly applied, 130T CHORD 4 X 2 SYR No.2 or 10-00-00 on center WEBS 4 X 2 SYR N0.3 bracing. - REACTIONS Qbs/siae) 2=58710JJ,9=587/0-3.8 ,O (` y FORCES TOP CHORD 7-2=13, 2J=951, 3<=951, 45=-1429,5E=-1346, 67,=-/346, 7A=o, 8.9=-77 BOTCHORD 9.10-832, 10-11-1429. 11-12=1429, 12.13=1429, 1-13=0 WEBS 2-17=1059. 3-13-194, 4-13=554, 4-12=78, 5.11=52, 5-10=-96, 6-10=-204, 7.10-599, 7-9=-971 �))J NOTES 1) Recommend bS strongbatla, on edge, spaced at 10 feet or1 center and fastened to each truss with 3-1 Od nails. Sbongbacla to be l 2 attached to waus at their outer ends or restrained by other means. ti LOAD CASE4S) Standard 3 N t` Job. Truss Truss Type Oty Ply 147XXXX 1474057 FLOOR I 1 POINT LOAD Iaaa� '.64 ,M t�Z Sk8 U7 lX3=1 =1 W 3k4 Im 2 3 4 S a 7 a 9 v NT 1Xl ^I , G 2 1 1 15 14 13 12 11 ,b 379 WI US Im Im ]lti ]Xm ,Sot I 11-1.12 . 1J-a 41/f4 LOADING (psf) SPACING 2-" CSI DEFL (in) (loc) Well PLATES GRIP -TOLL 40.0 Plates Increase 1.00 TO 023 Ven(LL) 0.08 11/12 999 M20(209a) 2581216 TOOL 10.0 Lumber Inmmse 1.00 BC 0.S3 Velt(TL) 0.09 11112 999 BOLL 0.0 Rep Stress lncr NO WB 6.36 Hora(TL) 0.02 10 n/a SCOL 5.0 Code TPI (Matra) Min Length / LL dell - 360 Weight: 58 Qbs) LUMBER BRACING 'TOP CHORD 4 X 2 SYP No.3-Excmpt- TOP CHORD Sheathed T7 4 X 2 SYP No.2 BOT CHORD Rigid ceiling dbec8y applied, BOT CHORD 4 X 2 SYP N0.2 or 10-00-00 on center WEBS 4 X 2 SYP No.3 bnKOV. REACTIONS (IDs/=e) 10=66".3.8, 1-122110.3-8 FORCES TOP CHORD 1.2-36,.2-3=0, 3-0=-1742,.45=-1742, 5G=-1859, 6-7=-1594, 741=-1594, 8-9.0, 9-10=-72 BOTCHORD 10-tt=%1, 11-12=1859, 12-13=t B59, 13-14=1859,.1415=1223, 1-15=1223 WEBS 1.3s1698, 3-15.14, 3-14-594, 4-14=.86, 5.14=-259, 5-13=67, 6-12=-14, 6-11=JO6, 7-11=-183, 8.11.738, 8.10=1121 J NOTES 1) Recommend 24 strongoac9s, wedge, spaced at 10 feet on center and fastened to each wss wile 3-10d nails. StrbhgbacMa to t>a attached to walls at their Outer ends or restmined by other means. 2) CAUTION, Do not mrect Inns backwards, 80 LOAD CASE(S) 1) Lumber Increase=1.00, Plate Increase-1.00 - Undohn Loads (Ibs per 8) Ven:2J=•100.0,,3 = 100.0,..45-100.0, 55=100.0,.6-7z100.0, 7-0:100.0, 8.9•-100.0, 9-10--100.0, 10-11=-10.0, 11-12• 10.0, 12-13-10.0, 13.1 = 10.0,.14-15--10.0, 1.15--10.0 3 Concentrated Loads (IM) Ven:3=-700.0 J00 107XXJfX' Truss .1077461 Truss Type FLOOR Cty 1 Ply 1 COMMON RYLAND MANUFACTURING CENTER - 2.100 s MlTek Industnes. Inc. Tue Mar 15 08:47:08 1994 Page 1 14WI asa I.74 SlU 37.311U 3M W 3%] IX 2 3 4 5 a 7 a P lV 1T] 1 12 11 10 9 ud 13 Im 3Xa us 9de 922 LOADING (psf) SPACING 2-0-0 OSI OEFL (in) (loc) le" PLATES GRIP TCLL 40.0 Plates lnuease 1.00 TG 0.58 V n(LL) 0.09 10111 999 M20(20ga) 25=16 TCOL 10.0 Lumber Increase 1.00 BG 0.55 Veng-) 0.10 10/11 999 BCLL 0.0 Rep Stress I= YES WE 0.23 Hoiz(TL) 0.01 9 Na BCOL 5.0 Code TPI (Matra) Min Length / LL dell - 360 Weigh: 45 Qbs) LUMBER BRACING TOP CHORD 4 X 2 SYR No.3 'Except' TOP CHORD Sheathed T1 4 X 2 SYP No.2 BOT CHORD Rigid ceiling direcW applied, SOT CHORD 4 X 2 SYP Ne.2 or 10-00-00 on center WEBS 4 X 2 SYP No.3 we". REACTIONS (Ms/size) 9-513/0Jd, 1=513/0-0-8 FORCES TOP CHORD 1-2=-78, 2J=0. 3.4=-990, 4-5:990, 5- i-1118. 6-7=-1118. 7-8=0, 8.9-74 BOT CHORD 9-10.711, 10-11=990, 11-12=990,.1-12=736 WEBS 1-3=.863, 3.12=586. 4-12=-409, 5-11-102. 5-10.148. 6.10=240, 7.10.474. 7-9=-829 NOTES 1) Rerommend 2x8 strorgbad¢, on edge, spaced at 10 feet on center and fastened to each Ness with 3-10d nails. Stlongbacb to be anached to walls at lnev outer ends w restrained by other: meam. LOAD CASE(S) Standard Job 107, Ttuss 1072517 Truss Type FLOOR Oty 1 ply 1 COMMON RYLAND. MANUFACTURING CENTER 2. 100 a M.TeX Industnea, Inc. Tua Mar 15 OB:49:ID 1994 Pace 1 SX9 in in 3X3 in 2 3 4 5 6 v V 1X3 1 a a 7 3s6 DO 31L1 3%6 7J LOADING(PSO .SPACING 2-0-0 CSI DEFL (in) (loc) VdM PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.29 Ven(LL) 0.03 7/e 999 M20(20ga) 258218 TCOL 10.0 Lumber Inlcrease 1.00 BC' 0.24 VertM) 0.05 7/8 999 BCLL 0.0 Rep Stress Ina YES WB 0.27 Hb (TL) 0.00 7 n1a BCOL 5.0 Code TPI (Many) Min Length / LL tied = 360 Weight: 36 Qbs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3 -Except' TOP CHORD Sheathed T7 4 X 2 SYP N0.2 BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP N0.2 or 10-00-00 on txraer WEBS 4X 2 SYP N0.3 br—rig. REACTIONS pbsh¢e) 7-38010-3-8, 1=380AJ-8 FORCES TOP CHORD 1 Q=d80, 2-3 598, 3�-596, 45=598, 5-6.0, 64=-06 BOT CHORD 78m92, 8-9=596, 1.9-0 WEBS 2.9e670, 3-9--256, 48=82, "-122, 5-7=573 NOTES 1) Recommend 2X6 stnongbaclu, ch edge, spaced at 10 feet on center and fastened to each Innis with 3-10d nails. Strongdaclts to be 0 attached to walls at their 4tner ends or restrained by other means. i LOAD CASE(S) Standard � �t Tnnu, Truss Type 127)0= 11270834 I FLOOR I aY I PM I GIRDER P347456 ,MI"I I4b 3X7 SlO 3)O B C D 3Xa Mal LOADING(pd) SPACING 2-" CSt DER (In) (]cc) Won PLATES GRIP TCLL -40.0 PTetes Increase 1.00 TC 0.29 Vat(LL) 0.00 C 999 M20(20ga) 258216 TCOL 10.0' Lumber Increase 1.00 BC 0.78 Ven(TL) 0.01 VA 999 BOLL 0.0 Rep Stress Ina NO WB 0.17 Horz(TL) 0.00 E Na BCOL 5.0 Code TPI (MaI114 Min Length / LL dell a 240 Weight 17 (Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP N0.3 •E=W' TOP CHORD Sheathed B0 4 X 2 SYP Na2 BOT CHORD Rigid ce+0^9 diiectty applied. BOT CHORD 4 X 2 SYP Nat or 1040-00 on order WEBS 4 X 2 SYP Na3 blaring. REACTIONS (IDahize) Ea48844", Aa655rOJd FORCES .D-E=-148 �RRDD AO6B-P10 WEBOT BS E ,"'`OIWAIW'IC iQ(,,'' Ter '• NOTES%CrV ,� .•••.j . fc9 . �pG�•. 1) Recommend 2ffi strongbackk an edge,'spaced at 10 feet on center and fastened to each twa with 3.10d nails. Strongbacb to is atb=hed to walls at their outer aids a restrained by other reseals 2) CAUTION, Do not erecr buss bwk* rda — - LOAD CASES) - a Si-TE OF a C .d +• 7 ^� lrnaeesc 1.00 7)L�m,IrweaseelLoads (ft �OPiste '. ••• ' Verf:810+200.0. C)-200.0, A-E-10.0 r'N - %� + �Srt�aal/�ir Corlcermeted Loads (ICI) ssssss� ;', GN``'O .o k d STEPHEN W. • �c �L JAN 31 1994 AIVAWHNG-.Var(Jy Gdpn Parcrose.ra and READ NOTES ON TWS AND REM= SIDE BETORL USE. Defy ab bl we onN vdh. Mlfek connecfoli Taft dedpn Is bated ont, upon pa,amefed. pfoum. and Is lot an lnd k of p bbp'Como,"enl Io.De btlebd and boded VenICaN. AOpacaaaty of dedpn pobn melen and pops cofpaafbemp n of conenl a Iefponnbaly of bubina ofngner .. putt II. aetpnm. Mooing xh.vn a 10,'blefal fcppoll of 1ndivia.1 W.b ..moan only. Aoldabnal tempo oN blocbG fo Inmf. 006111y dulk,a conamclbn If me �. letpandbaly of IM„aleala Addabnel palman.nf placep',of Ina ove,al shuau,a k'In. l.fpon,,efy of Ind bubeW deFldne. F., denial culdance. jeda,obaIopballon, away conlla do,ade. 0*MN,. OIOCtIon find b,Cclnd, Conj, OSpaa Outlay Slanda,d, OSS-39 4cc.d $p Iflcallon. and NIS-eI MITek. industries; Inc. Nanallnd Vu1014na Ond bacup S,commwgWloa avobbN npm Tmu Pldf. wiIXW s. SaS D'Olwab OM.. Madeon. WI5371a. Job Truss Truss Type Cry ply 147XXXX 1474461 (FLOOR 1 1 POINT LOAD RYLANO MANUFACTURING CENTER 2.100 s MRek Industnes. Inc. Tue Mar 15 08:5412 1994 Page 1 sot 14 4 . us 2X] 3X) I" 2i] 2tt3 rl6 iS] 3 l 2 C1 1X3 1 14 13 12 11 10 3%] us Im m 4X7 iXa 9 12 12-1-12 9 12 2-514 Plate Offsets (LefLToP): 11:3.0,2.5, 14:4.5,1.5 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (lac) Ildeff .PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LQ 0.11 11/12 999 M20(Xga) 258/216 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) 0.2611/12 530 BCLL 0.0 Rep Stress Ina NO WS 0.58 Hb2(TL) 0.02 10 Na BCOL 5.0 Cade TPI (Matrix) Min Length / U. deft - 360 Weight: 61 (lbs) LUMBER BRACING TOP CHORD 4 X 2 SYP N0.3 -Except- TOP CHORD Sheathed Tt 4 X 2 SYP No.2, T2 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied, BOT CHORD 4 X 2 SYP No.1 br 10-00-00 on center WEBS 4 X 2 SYP No.3 bracing, REACTIONS obs/sde) 2-795M.3-8, 10-1188/0.3-8 (Q� FORCES V TOP CHORD 1-2=24, 2-3=1308, 3. ---1307, 45-2362, 5.8-2362, 6-7-2544, 7d=2544, 8-9=0, 9-10=-76 � , BOT CHORD 10-11-1822, 11-12=2717„12-13=2362, 13-14=2362, 1-14= b WEBS 2.14=1458, 3.14=-107, 4-14=1220, a13-218, 5-12.84, 6-12-414, 6-11=200, 7.11=-766, 8-11=1185, 8-10=2133 NOTES 1) Reccrninend 2X6 s"Nbabks, on edge, spaced at 10 feet on center and fastened to each trusts with 3.10d nails. StmngbW to be attached to walls at their biller ends or restrained by other means. ` 2) CAUTION. Do not erect Intas backwards LOAD CASE(S) 1) Lumber trlaease=1.00, Plate Incraasii - - Unifb(hl Loads ([be per 8) N Ven:2-3=-100.0, 3-4=100.0, a5•-100.0. 5.6=-100.0, 6-7=-100.0, 75=-100.0, 8-9=-100.0, 9-10=100.0, 10-11-10.0. i 11-12=10.0. 12-13=-10.0. 13.14=-10.0, 1-14=-10.0 Concentrated Loads (Ibs) VM:7=400.0 tY 1 N Zr JOD' TNt,t, Truss Type cty Pry 107XXXX 10706a0 '.FLOOR 1 1 COMMON RYLAND MANUFACTURING CENTER 2.100 sMiTek Industnes, Inc. Tue Mar 15 03:56:13 1994 Page 1 2.14 us x] 2 3 P V x] �I t 4 2.7.4 2-7.4 LOADING'(psf) SPACING 2-0-0 CSI FL (in) 0oc)' I/de3 PLATES GRIP TCLL 40.0 Plates' Increase 1.00 TO 0.01 Vert(U.) 0.00 3 999 M20(209a) 25S1216 TCOL 10.0 Lumber Increase 1.00 BC 0.03 Ven(TL) 0.00 4y1 999 BCLL 0.0 Rep Stress Incr YES WS 0.61 Horz(TL) 0.00 4 Na BCDL 5.0 Code TPI (Matrix) Min Length y LL call - 360 Weight: 14 (Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3'Except' TOP CHORD Sheathes TI a X 2 SYP No.2 BOT CHORD Rigid ceding directly applies, BOT CHORD 4 X 2 SYP N0.2 or 1040-00 on center WEBS 4 X 2 SYP N0.3 bracing. REACTIONS (lbstsize) 4-123/0-3-0, 1=123/0J41 FORCES TOP CHORD 1.2=-111. 2.3-0. 3.4=0 BOTCHORD 1-" WEBS 2.4=AB NOTES 1) Remornmend 2x6 strorgbacks, on edge, spaces at 10 feet on center and rzstened to each truss wN13-10d nails. Strongbacks to be adan2ied to walla at their outer ends or restrained by otter meant,. LOAD CASE(S) Standard r N a Job Truss Truss Type aY ply 147XXXX 147600t FLOOR' 1 1 POINT LOAD RYLAND MANUFACTURING CENTER' 2.100 a M1TeM Industnes, Inc. Tue Mar 15 0858:51 1994 Page 1 • 6X9 Ix55X5 ]%0' IXd LC1 1X0 ])Ll XCI 4u 1X] 2 3 4 5 e 7 e 9 10 11 12 ,nn Nj IJCJ 1 I is 1e 17 la 15 14 13 =1 5X12 0X5 ]x] 1X0 w 4X9 IX6 2-10-1 I 611.14 I 12-114 1640 b,Od 4410 5.11.10 10-a Plate OBaets(LeB,Top): 4:2.0,3.0, 14:4.0,2.5, 18:3.0.1.5, 19:7.0,3.5 LOADING (psl) SPACING 2-M CSI DEFL (In) Doc) Vded PLATES GRIP TCLL • ADO Plates increase 1.00 TC 0.64 Ven(LL) 0.20 15118 928 M20(20ga) 25a1216 TCDL 10.0 Lumber, increase 1.00 RC 0.72 Ven(TL) 0.3915116 481 BOLL 0.0 Rep Stress lncr NO WB 0:76 H=(rL) 0.00 13 Na SCOL 5.0 Code TPI (Rlabbn) T Min Length 7 LL dell - 360 Weight: 81 Obs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.3 'Except- TOP CHORD Sheathed T1 4 X 2 SYP N0.2, T2 4 X 2 SYP No.2 BOT CHORD Rigid oteing dlrectty applied, BOT CHORD 4 X 2 SYP SS or 10-00-00 on center WEBS 4 X 2 SYP N0.3 'Except- bracing. - W74X2SYP No.2 REACTIONS (Ibsysote) 2=1567A)-3-8, 13-1540/0-3-8 FORCES TOP CHORD 1.2=14, 2.3=-2945, 3�-2951, 45-3548, 5.6=-0809, 6-7=-4809, 75=-0853, 8.9=4853, 9.10--3718, 10.11=J718, 11.12-0, 12.13-78 BOT CHORD 13-14-2384. 14-15=4452, 15-16=4809,16-17-4809, 17-18-4276; 18.19-3545, 1.19-0 O WEBS 2.19.3286, 3-19=Q96, 4-19=-1292, 4.18-426, 5.18=-8". 5.17=622,.617=-218, 7-16=-03, 7-15.51, 8-15=-210, ] 9.15-468, 9-14:�448, 10-14=-830, 11-14=1852, 11-13=-2789 i NOTES 1) Recommend 2s6 strorgbacla, on edge, spaced at 10 feel on center and fastened to each truss in 3.10d nails. Strengbacks to be attached to w Its at their outer ends or restrained by other means. _ 2) CAUTION, D0 nal eve u nurse backwards. LOAD CASE(S) 1) Lumber Increase-1.00, Plate lncrease=1.00 Urdorm Loads (Its per 8) 1\ Ver:2J-100.0, 39 100.0, 4.5=-100.0, 5.6>-100.0, 6-7-100.0, 7A=•100.0, 8-9:100.0, 9.10--100.0, 10-11=-100.0, `y 11-12=-100.0, 12-13=-100.0,.13.14=-10.0,'l4 15--10.0, 15-16=-10.0, 16.17=-10.0, 17-18=-10.0, 18-19s10.0, 1.19e-10.0 Concentrated Loads (Ibs). Ver:4-700.0, 10=•700.0 �I 0 O -j �1