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Home My WebLink About0004.99 Truss PlansJob. 4061 . Truss Truss Type. T04 COMMON 640 sty Pry -...--------- 1 1 406.1 HANOVER EL. B RH (RYLANO) 3, 300 s Sep 20 1995 MiTek Industries; Inc. We 4X4 = 2 640 41L4 U4= U4= 640 640 Io S353620 Plate OBsets(X,Y): (1:0-0-0,0-1-3),(3:0-fl),0.1-3) LOADING (Pat) SPACING 2-" CSI DEFL (in) (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.41 Vert(LL) 0.02 4/3 999 M20(20ga) 1941162 TOOL 10.0 Lumber Increase 1.15 BC 0.22 Vert(TL) 0.04 413 999 BOLL 0.0 Rep Stresslncr YES WB 0.04 Hom(TL) 0.01 3 rue BCDL 10.0 Code UBC-94 Min Lergthf LL dell = 360 Weight: 49 (lbs) LUMBER TOP CHORD 2 X 4 SYP.No.2 BRACING TOP CHORD Sheathed or 6-0-0 on center purlln spacing. BOT CHORD 2X 4 SYP No.2 BOT CHORD Rigid ceiling dlrectN applled, or 10-00-00 an center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lbalsae) 1-52310-4-0, 3=523ro-4-0 Max Horz 1-103(load case 3) Max Uplift 1-80(load case 4),,3=-80(load Mae 4) FORCES TOPCHORD 1-2=400,2-3=400 BOTCHORD 34=325, 1-4=325 WEBS' 2-4=117 NOTES 1) This truss has been designed for the wind loads generated by 75.0 m.p.h. winds at 25D feet above ground level, using 5.0 P a f top chord dead lead and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 oonnectors recommended to conned truss to bearing walls due to uplift as follc v :One connector at joint(s) 1, 3. LOAD CASE(S) Standard �J`arLv% rCg8yy''i. .` QJ r;e. TE 20612 _ a STATE OF a oc-r 161996 ®WARMNO=VerV)r ddWParianwea n and teBAD XOTLb ON TRW AND paiame86 BIDE . and a f Der. Detgn and rod only wahi Applicability aomhity of thb salon b en atl only upon pafomalen dawn, one b 1ah an h b0j *1 budding aanpon*nf. - n la be do lgne aria bcaea verllea , _ rmal ju jpo of-aadNi ual wee, a and gaWr bepporalbn o1 o,oxy l b for ut* aga 01 y bidding a.agnaf - nor oust omgnec,aiaof shown h la bleral ll podplJnt WOC l wee, members Only. AQaeboal lee pon badn0 to Yuma clesig afaba condmtlbn b 1he ,esponib 10 o1 Eli n:g6aw A 66110L l,pafmanMl broclna Of the atocin huctuia b the raapo v siYOI 11aa Wadinose-ag rleignepecif Qanmol pubanoa ie0arovq 1 t.111n tin, 11.1noonhol. n ndifi asavew, afsfl- u, Ix . conaua OST-0a ea 01 , a its, DSY-ae Yra<Yhd Sp«11k:atNuh. and NII-el MiTek® `.Nandprq INtaabhp and arocYq aaeommiiWatbn avallabM Ifom nuat Role hamule, Sa3 D'Omab OfM, Maakon. w153]Ia. Job Truss • 40 1 T07 Eagle Industries, INDPL o-n-4 Tmss Type COMMON a3.4 7-a 12 Cry I"IV 7 1 40G-1 HANOVER EL. 6 Rig (RYLAND) 353u21 - 3:300 s Sep 20 1995 MiTek Induslrms Inc. WedOct 1G 09'.22:1 119Ju Page 1 40 = 3 7.a12 aY1 D 1 2x411 3x6 = 3x6 = 2x4 11 6x8 = 9-a4 7-0-12 LOADING (psQ SPACING 2.04 CS] TOLL 20.0 Plates Increase 1.15 TC 0.91 TCDL 10.0 Lumber Increase 1.15 BC 0.68 BOLL 0.0 Rep Stress Inct YES WE 0.40 BCOL 10.0 Code USC-94 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP. No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lbs7size) 1=132410.3-8, 5-1268M-4.0 Max Holz 1=880oad case 3) Max Uplift 1=-185(load case 4), 5=-1660oad case 4) •. 7-612 bl� DEFL (in) (roc) Well PLATES GRIP Ved(LL) 0,14 716 999 M20(20ga) 1941162 Vert(TL) 0.28 817 999 Horz(TL) 008 5 Na Min Length 7 LL dell = 360 Weight: 153 (Ibs) BRACING TOP CHORD Sheathed or 2-9-1 on center Pullin spacing BOT CHORD 1-8:6-3-0, 7-8:6.3-0, 6.7t6-3.0, 56:6.3-0. WEBS 1 Roa at midpt 2-7. 7.3. 7.4 FORCES TOP CHORD 1.2--2062, 2.3=-1396, 3-4--1396, 4.5=-2060 BOT CHORD 5.6=1831, 6-7=1831, 7.8=1834, 1.8=1834 WEBS 2.8=159, 2-7=-665, 3-7.785, 4-7=662, 4-6=158 NOTES 1) This truss has been designed for the wind loads generated by 75.0 m.p.h. winds at 25.0 feel above ground level,. using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead bad, 100.0 miles from hurricane ocean8ne, on a category I enclosed building. of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as lolkn m: One connector at joint(s) 1, 5. LOAD CASE(S) Standard 20612 w STATE OF it El AWARMNG - VerW design paran.ite!s and READ NOTES ON'TM MID REV= = SID= BBIORB Um D«qn vOW br use Only won Mir connect... ink design is based;only upon p.amelen shown, end 4 tot on NpNquol buica" component to be Ns1oNN and boded v«Igo,,. ApplodbelY ul dNDn paromsNn tlnd pdper NO.p.Olbn of e. %;xx,*nl le I«bOn.DmIY or bu1dND de.l9n0l -not Iles$ aIOCNp Mrown k1. Ab1«C0,01 P pn of YWNldwl web member. only. AtldN 1, Ih le op nsib brxeq Io.Nswe dOblaY during, condlucl v k the iegoldi ig $obll me n, qua.. AcAtI0L l p090, nMINIV. lnp OI IIM bloc g- con u k 1ne I«pIXudNV of the DuodNd Bd«qn«. ci gMer01 m His-9s MiTeke lepO tlNp lolk:0l bn, 9uog Y.conbot sl.agp, W0-11 areclbn .W blocNp, con 56 afl-N auoaY R«WOrd. Da I-a0 aipakq fpKNleotbn, and Xla-Ol MOMWpM1uIOINnp Onn areCNp aeOemmeMaOM>\OvobbM lrom l,uu Role N.INWe.S&9 0'OrbM1b Drlw...laGkon, WI 53710. --- -1-ly -- Jub 1 Truss Truss Type — OP 40G1 f07A COMMON 7 t 0.11.4 9-3-4 7-L12 4x4 = 3 406 1 HANOVER EL Fit I inyl- PID) S3 3F]22 s Sep 20 1995 MiTek Industries, lnr-. Wed Oct 16 09:22. 23 1970 Pegs 1 7 8-12 11 a.11-4 3x6 = 2c4 11 6k8 = Zx4 It 3xb = (psit) SPACING 2-M CSI 20.0 Plates Increase 1.15 TC 0.90 10.0 Lumber Increase 1.15 BC 0,68 0.0 Rep Stress Incr YES WB 0.40 BCDL 10.0 Code UBC-94 LUMBER TOP CHORD-2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2.X 4 SYP No.3 REACTIONS (lbs/size) 1=1323/0-4-0, 5=1323/0.4-0 Max Horn 1=-78(load Case 2) Max Uplift. 1=-185(load case 4), 5=-185(load case 4) 7-&12 61� DEFL (in) (loc) Well PLATES GRIP Vert(LL) 0.14 7/6 999 M20(20ga) 1941162 Vert(TL) 0.27 716 999 Horz(TL) 0.08 5 n/a Min Length / LL deft = 360 Weight: 153 (Ibs) BRACING TOP CHORD Sheathed or 2.9-1 on center purlin spacing BOTCHORD 1-8:63-0,7-8:63.0, 6-7:63-0, 5.6:6-3-0. WEBS 1 Raw at midpl 2.7, 7-3, 7-4 m I� FORCES TOP CHORD 1-2=-2058,.2-3=-1394, 3-4--1394, 4-5=-2058 BOT CHORD 56=1829, 6-7=1829, 76=1829,:1-8-�1829 WEBS 2.8=158, 2-7=662, 3-7=783, 4-7=6621 46.158 NOTES 1) This truss has been designed for the Wind loads generated by 75.0 M.p.h. winds at 25.0 feet above ground level, using 5.0 Pri top chord dead load and 5.0 ps.l bottom chord dead load, 100.0 miles tram hurricane oceanline, on a Category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33. Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at p rit(s) 1, 5, LOAD CASES) Standard y�`, •�:6`S i FT �•�Fq 205)2 • STATE Of ,t:ARNDYG -V.rW d•elgn a jp tera and READ ATOMS = TOMS ON TWO AND R=V=RM a Bill"Rd DH6. Desgn vend lei vN only with Maex ooblify d Wg C•4an e . cm pr upon poramaV,, 1 CVm OW mp Y IV an M effj of Dubxp cwnPorronot be d"19ed. 8C IA9 w nlcaiY.-A "Ol ilu rY of Ce4pn pwaine, m and e, oPa Ncwporial f or eompon C 9 r•spons11a1Y or Dundxq CslxJner -not liuu Cesgnir llY of I mown Il . bteral wppon of InCNbual web me OV01 only. Addtune If the t *W oOFVm,, y of to Yn1e• dabalY duff" genaiaelbl b ln• iespontlbalY of IM eieelw. AdC1hot st perrnan•nl brac•p of tM ov,,c structure Y, the N Quality M of the Dube9 14OC rler. For atw% l WHIS-91 Koomco a jjw bDibalbn. fmi kecol aoraa,, rn ov of ei�elbn and baclp, wnsu8 D-0 file Di . Modlyd; . W1":ImeM1d Ip•exkatbR anG HIS-01 p A ITw A'® NCtMllrq Nitolllna aM Iraceq IeeammeMnlbn ovabDN nwn irva Pole Insleul•. 583 D'Onoab D�Ns. Madhon. Vll a3]I0. 'v0 �+�( �Ji1t1 Truss Twss Type 1 OIY �PN I 11 1 406.1 HANOVER EL. B RH (RYLAND) 83538231 C O 4.312 J. JUU &5-0 l _ 14-M14_ 47-4 4-7.4 4A = 3 4812 l n-4 3x4 = "" — .7xw — ¢5-0 9&0 Plate Olsels(X,Y): SPACING 2-0-0 CSI TC 0.25 DEFL (in) (roc) lidel Ved(LL) 0.11 615 999 PLATES GRIP M20(20ga) 194/162 LOA61NG (psQ TCLL 20.0 TCDL 10.0 Plates Increase 1.15 Lumber Increase 1.15 BC 0,53 Ven(TL) 0.21 615 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Ho¢(TL) 0.02 5 n/a Min Length / ILL del =360 97 IDsL 9 ( ) BCDL 10.0 Code UBC-94 LUMBER BRACING TOP CHORD Sheathed or 5.6.3 on center pudin spacing. TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 1.6:6-3-0, 5.6:6-3-0. BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X4 SYP No.3 REACTIONS (lbslsize) 1-796/0-4-0.5=796/0-4.0 Max Horz 1=-161(load case 2) Max Uplift 1=-116(load case 4), 5=-1116(load case 4) FORCES TOP CHORD 1.2=-665; 2-3=-637, 3-4=-637, 4.5=-665 BOT CHORD 5.6=698, 1-6=696 WEBS 2-6=-207, 3-6=425, 4.6=-207 NOTES 1) This tuns has been designed (a the wind loads generated by 75.0 m.p.h. winds at 25.0 feet above ground level, using 5.0p.sf top chord dead load and 5.0 os.f bottom chord dead building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33. Plate Increase = load,-100.0 miles from hurricane meantime, on a category I enclosed 1.33. Both end verticals are exposed, 2) SIMPSON H2.5 connectors recommended to connect truss to bearing wells due to uplift as follows: One connector at joint(s) 1, 5. IF 1 Cq rrrrrer LOAD CASE(5) Standard 44444�Eti co, TEFF {Fur%� -4*U '.� '4r s; TOoi2 • STATE OF OC ,&wARM1116 -VorM design P-nZOWNn and READ moTEB ON THIS AND R8V=RB= BIDE B=I+oR= USE- Desion velld bt ute on On Mnek wnnsclok. Ibk deog. k We, o,,W.P .'polomeNn Blown, and k fo1 on kldMdml bukdwq canPOMn1 to W In IoMd and boded vmltddky. APPIkK of 0009A Polcm.lelk ono pope) boc,,t on or conpo.enl k Ie4ponflboy of bukd•q dedpnet - not bun de ignel stoclno drown k 1P1'b1e1al o1PPo11 of YWrotduol web m•mbkc onN. AGaltb. 1 IempooY Nocklp le kkw. doblklY dmNo condluctbn k ins Iespon"fy 61 1"`elKla Addablwl Wlmanenl bloc" o1 1he ovlldk 1h.Clure k 1" i•4ponsID4DY 11 1M building d"lonel. Fol g..,.l outdo... Iegcldlnp bblkclbn, 9mHY cdnadt 4fovdpk, d.k ,V, „.1ion and blackq, wns.e O51-se Ouotly Dcndlud, DSILe9 110cxq.50edabc110n, dud HIS-91 M iTek® k.rtdllnd With lkiQ and I1mVlp 2—P -endPlbn orukoble llo. I.. I'lole MOW.. 583 D'Otwnb 0,&., MW , W153710. Gob Truss Tluss Type Oly Ply GIRDER 2 406-1 HAN 4061 �T09 I OVER EL.B RH (RYLAND) ___...- 1 -�,.� 1S3 3so tL�.t� ti4tt 1w 10-o �_65-z�_ l Sbs- 2.11.14 2.1 t-14 2.11-14 2.11-14 Y5-5 4x4 11 4 8.00 f 12 3x6 . 3x6 3 5 3x5. 3x5 m 2 6 oI Io 12 11 10 9 8 7 3x6 II 5x5 = 6x8 = 5x5 = 3x6 I I 8x10 8x10 S353824 15-s &S2 46-0 12.414 154Ii 1&160 3.55 2-It-14 2.11-14 241-14 2.11.14 116 -Plate Offsets (X,Y): (1:0-34.0-0-0), 14:0-",0-141, (7:0.3-2,0-0-01, (9:0-0-0,0.2421, 111:0.0.0,0-2-121 LOADING (psQ SPACING 2-0-0 CSI DEFL (in) (loc) 10/9 Well 999 PLATES GRIP M20(20ga) 1941162 TCLL 20.0 Plates Increase 1.15 TIC 0.31 BC 0.97 Vert(LL) 0.09 Vert(TL) 0.18 10/9 999 TCDL 10.0 Lumber Increase 1.15 NO WB 0.62 Horz(TL) 0.06 7 Na BULL 0.0 Rep Stress Ina Min Length / LL dell = 360 Weight: 140 (Ibs) BCDL 10.0 Code UEC,94 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP N0.2 WEBS 2 X 4 SYP No.3'Except* 10.4 2 X 4 SYP No.2 OTHERS 2 X 6 SYP N0.2 WEDGE Left: 2 X 6, Right: 2 X 6 REACTIONS (Ibs/sae) 1=6633/0-4-0, 7=6633/0-4-0 Max Fbrz 1=436(load case 2) Max Uplift 1=.1367(load wx 4), 7=-1367(load case 4) BRACING TOP CHORD Sheathed on5-0.0 on center pudin spacing. BOT CHORD Rigid ceiling directly applied, or 10-00.00 on center bracing. FORCES TOP CHORD 1.2=-9248, 2-3=-7529, 3.4=.5781, 4.52-5781. 5.6=-7529, 6-7=-9248 BOT CHORD 7.8=7466, 8-9=7466, 9.10=6265, 10-11=6265, 11-12=7466, 1-12=7466 WEBS 2.12-1995,'2-11=-1539, 3-11=2866, 3.10=-2584, 4-10=6174, 5.10=-2584, 5.9=2866, 6-9=-1539, 6-8=1995 NOTES 1) 2-ply truss to be connected together with 1 Od nails as follows: Top chords connected with 1 row(s) at 12 inches on center. Bottom chords connected with 1 row(s) at 4 inches on center. Webs connected with 1-row at 6 inches on center. 2) This truss has been designed for the wend loads generated by 75.0 m.p.h. winds at 25.0 feet above ground level, using 5.0 p.s.f. lop chord dead bad and 5.0 p.s.(.bottom chord dead load, 100.0 miles 8om humcane oceansne, on a category I enclosed building, or dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33, Plate Increase - 1.33. Both end verticals are exposed. 3) SIMPSON HUS26 recommended to support span carried at 2,V o.c. along bottom chord. LOAD CASE($) 1) Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ibs per ft) - Vei1:11-2=-80.0,2.3=-80.0; 3-4=-80.0, 4.5=-80A, 5-6=-80.0, 6.7=-80.0, 7.8=.637.1, 8.9=-637.1, 9.10=.637.1, 10-11--637.1. 11.12=.637.1, 1.12=.637.1 \\\11111111111j5 e. - 2CE12 _ • STATE OF ou 16 1996 A WARR1gf0 • VerM ddY^ Paraal.teraaad R&W MOMS ON TWB MID RZVZMM Bins Br"jw D86. IDespn volld a, use only wah Mff•x co tars. Ink_MWn Y based onN-upon Polam•1•a raw-- and h a, an Indh"Wl buldng component b be -dole, and loaded venboly. APPSanb4PY al aeagn pa,am•tea and wap•t Mgpdalbn of oomponaml Y rMPomxJWY of buSCY,g 060gna, -not Irvss desto-M. emcng showo.Y IV Meld mpaoa l Yldlvbual web. m•mD•a only. Addebral temP o01Y bocing to huts oabely du1M condluclbn Y IM ,esponutiSllY: o1-lh• er�cld., Addab,al Permanenl daeYq of the cveal sllualul• Y IM ,esponsWlY o11M bu"snt dodgne,. Far gerslal WICO-• iviiTek ,epaldlnp, Iebbolbn, ouaMy aanlloL fta,6p.. de�,n ,a*,.[Ion and NwIng, cansug 0ST-ee Quest, Standard, DSS-e9. SraeYtp SPeeplcelbn, ant XM-91 9arMang ImtaWna and I.k, eecomr,wWalbn wabDM ran ltuss Role no,mule, ae3 D-Ono-10 Do". Modaon; Vol 53719. lob- Truss Truss Type 40r1 - T70 GABLES. 00 v a�I 04" U4= 64.0 Oty P y 1 1 100.1 HANOVER EL. B PH.(RYLAND) 3.300 s Sep 20 1995 MITee Induslnes, hs Wr 4X4 = 2 FGU 64o 6.4-0 o.ltd Io S353025 Page 1 ,Plate Offsets (X,Y): (1:0-0.0,0-1.31, [3:0-1-9,0<1-31 LOADING_ (psf) SPACING 2.0-0 CSI 0.47 DEFL (in) (loc) UdeO Vert(LL) 0.02 4/3 999 PLATES GRIP M20(209a) 1941162 'TCLL '20.0 10.0 Plates Increase 1.15 Lumber Increase 1.15 TC BC 0.24 Vert(TL) 0.04 03 999 TOOL BCLL. 0.0 .Rep Stress lncr YES WB 0.04 Hoa(TL) 0.01 3 n/a Min Length / LL dell = 360 9 Weight: 53 lips) BCDI 10.0 Code UBC-94 'LUMBER BRACING TOP CHORO Sheathed a 6-" on center Pullin spacing. TOP, CHORD 2 X 4 SVP No.2 BOT CHORD Rigid ceiling directly applied. Of 10-00-00 on center bracing. BOP, CHORD 2 X 4'SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) 1=550/0-4.0, 3=550/0-4-0 Max Horn 1=-107(load case 2) Max Upllll 1=44(load case 4), 3=-64jIoad rase 4) FORCES TOPCHORD 172=425,2-3=-425 BOT CHORD 3-4=345, 1-4=345 WEBS 2-4=123 NOTES 1) This truss has been designed for the Wind loads generated by 75.0 m.p.h. Winds at 25.0 feet allow ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dea load, 100.0 miles from hurricane meantime, on a Category I enclosed building, of dimensions 45.0 by 24.0 With exposure C (ASCE 7.93). Lumber Increase = 1,33, Plate Increase = 1.33.Both endperlicals are exposed. 2)'SIMPSON H2.5 Connectors recommended to conned truss to bearing Walk due to uplift as follows: One connector at joint(s) 1, 3. LOAD CASES) Standard N"jj111Nt/4/ ` `1i n h ` y?7f:i* 2@ 2 I ® WARNBRO-= V11W dedpn l ei end RRAO NOIS9 ON T=9 AND RBYER96 SM B6PORB UB6. Deslan,vaW .for VM only weh Meet connectors. Im, design a basal only upon polamelee down, and b for an trdlvldual W Wtrg c mponenl. to co hslob and footled verlbolyAppae?bRIY of design. poromelen and plops Ineorpomlbn of component R lasponsbMy of build" O lgna - nbl Ilw dasgaer. aladnI -hP R for blelox support of IntlNbuatg of the Mrs l S,, IujeAdWh jai le �OWt,onso y of Ih to Insure stabRlY tlurap eondructbn k the 'hg.,dw;6 �or 1M ere vdm A odhwot l!permonMt docYp of IM overal shuctule QST- r faucet, Sl or the 0911-8 ,11-Ob nal. fCM0hOlal gugance � !, iTek ,eaartlinp btincotbn, a,,.k cRec ,"MO. otio v: bW 110 n o. doeMa, conwe Dlo� CubRY , h,od d, Osa-eo, Iraeing apecRceRon, and Nla-GI 'v, ManeWq wtaaxw ant Rraclrq Recrrmmwnedlbn ovaabb4 hom rluu Hale belaule. SeJ D'Onohb DINe: Madbon, W1a3710. - - Truss 'truss Ty(x> rat/ Ply 1 • 1T11 GIRDER 1 2 400 1 HANOVER EL. B RH (R /LAND) 5353026 _— __ed --- '--e- igle Induslncs INOPLS. 3.300 s Sep 20 1995 M, 0 11dustbr s Inr„ Wetl tl.l 1G UJ122:44 19'JU Pege 1 oI as:x sau - aalz aa< 56 = 3 5X5 = DXD = 43d 010 4as Io Plate Offsets (X,Y): 16:0-0-0,0-4.41, 17:0-0.0,0-0-41 LOADING (psQ SPACING 2-0-0FWS' CS DEFL (in) (loc) UdeO Vert(LL) 0.05 716 999 PLATES GRIP M20(20ga) 194/162 TOLL 20.0 Plates Increase 1.152 ills94 Vert(TL) 0.09 716 999 TOOL 10.0 0.0 Lumber Increase Rep Stress I I NO48 HorzQL) 0.02 5 Na BOLL BCDL 10.0 Code UBC-94 Min Length / LL dell = 360 Weight: 77 ( IDs ) LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lbs/size) 1=4175/0.4.0, 5=4175/040 Max Hoe 1=-92(Ipad case 2) Max Uplift 1=w858(load case4), 5=-858(loadcase 4) FORCES TOP CHORD 1-2=-4744„2-3=-4627, 3.4=A627, 4.5-A744. BOT CHORD 5-6=3820, 6.7=2682, 1-7�3820 WEBS 2.7=69, 3-7=2733, 3.6=2733, 4.6=69 BRACING TOP CHORD Sheathed or 6-0-0 on center Purim spacing. BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. NOTES 1) 2-ply truss to be connected together with 10d nails as follows: Top chords connected wAh 1 row(s) at 12 inches on center. Bottom chords connected with 1 row(s) at 4 inches on center. Webs Connected with 1 row at 6 inches on center 2) This huu has been designed for the wind lw s generated by 75.0 m.p.h: winds at 25.0 reel above ground level, using 5.0 p.s.f. lop chord dead load and 5.0 p.s.f bottom chord dead load.100.0 miles from hurricane oceanline. on category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33, Plate Increase = 1.33..Both end verticals are exposed. 3) SIMPSON HUS26 recommended to support span carried at 24' o.c. along bottom chord. '\\\\\Itl,llllllllll, LOAD CASE(5) `\\\\`��.j Ld: GA Jf/ C'', 1) Lumber tncrease=1 15;,Plate Increase=1.15 Uniform Loads (Ibs per. it) ; �r<' U7 j j (-•r` • t 9 !� Vert1 2 -60 0, 2J 60.0, 3=4=-60.0, 4-5=-60.0; 5-6=-617.1, 6-7=-617.1, 1-7=-617.1 N' 20G12 STATE J` AWARIMG - veWjr deelyn peu ametele and READ NOTES ON YMB A" R yllbil E BIDE BB"RE DM. Deslon veld. bl u» only win Maek connacton. The dedgn a based'a" upon auiametem. shown, and k for an IndNbuel building component to De Inslplled and Waded vMMialy. ApplcablilY 01 de4gn pa chielem and pope) hcgMollun of cornponenl k Iefpon"y: of building desf-,tnel - Ml rl " ,.po lsl aioc ng shorn Y far bleiai of p l of int W,, l`wef I" o.,f ony, Atldxbnal lempgpry b of I to h ldin C1009 ' FO-ing aondlactbn k the Iespon4bal Y�ol IM eleclq. Addlllonol offe, al, , we ion and al'skuclure k Sy.o& uailh, St o1 IM building deslgMl. for geMrai guidance leg dilh, i bE111,ia n. qu. R.Cal agape. on C sCi . bieclbn and blachq, ut-oas' D'O a Oachh' Standard. gs1-ee'Imekq Specpkalbn, and Xl/-Ol iTe k® XGMIhp Wta111.W aM Irochsp eecommwiddbn avdbbb from huu Ralf Inilxula; aa3 O'OMhb giNe. Madkon. WI a311 c. . Truss Truss Type jii6 COMMON 5-d 10 4-11-6 4X4 = 3 53 31127 406-1 HANOVER EL. 0 Rli (RVLANDi _ _ — ._2: 40 19Jr s Sso 20 1995 MiTek InJuslncs, Ina W¢JOct iG U9:22.Pm p_e 1 ao-to 1 3X8 = 4X4 4X4 = aoa to" Plate Onsets (%Y): j1:0.0-0,0-1-1 ), j5:0-1-4,0-141 PACING 2-0-0 1.15 TC 0.29 Plats Increase Lumber Increase 1.15 LCSI BC 0.59 Rep Stress Incr YES WE 0.16 ;8COLvlo.oCode Code UBG94o.2o.2o.3OTHERS' 2 X 4SYP o.3 WEDGE Left: 2 X 4, Right: 2 X 4 REACTIONS (Ibs/size) 1=787/0-4-0, 5-843I0.4.0 Max Horn 1=467(loadcase2) case 4), 5=-122(Icadcase 4) Max Uplift 1=-103(load FORCES TOP CHORD 1-2=-913, 2-3=-672, 3-4---672, 4-5=-913 BOT CHORD 5-6=733, 1-6=733 WEBS 2-6=214, 3.6=444, 4-6=-214 Ir O OEFL (in) (I-) Iiden PLATES GRIP M20(20gaj 194/162 Vert(LL) 0:13 6/5 999 Van(TL) 0.27 615 887 HOR(TL) 0.02. 5 Na Min Length / LL dell = 360 Weight: 100 (Ibs) BRACING TOP CHORD Sheathed or 5-3-2 on center purlin spacing. BOT CHORD 1.6:6-3-0, 5-6:6-3-0. NOTES 250 feet above ground 1) cThis truss hord dead loabeen d and 5.0 p.sl tbottom chord dead load, 100 0 mil s from hurricanetoceanl ne, on category level nclosed building, of p dimensions 45.0 by 240 vath exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors; recommended to connect truss to bearing w fis due to uplift as fallrr te: One connector at pmt(s) 1, . LOAD CASE(S) Standard \\\\\p111114111F1j C44��rs �. •'ljith tic _ 26612 e 57AT[ OF , ® WARNING - VerOV deelpa PaFa4nesen. and 1aBAB NOl'BB ON TBIB AND RBVRRBR ®B BBPORB r, on Desgn v.w for vu Only wxh Mnek connectors. ihk Neon k based ONY upon parameters Ywwn. and Y la an YWlvldual WlklhQ OOmPOrlenl 10 N Ins104ed and IooOed velticOM ApplkabMY.Or dadpn papmslan and bOPa xlwrpwalbn of CompbNnl k rHponsWl�Y Os bVlidkp Nsgner - rrol true deslanel., WOGNa Mown k Id blest "PPOrt Of IndNkfual web memWrs Only. AdtlabnOl WMIDClalY bMhst fO bswe POesitV dul" Condmcg l k the respond Wfy of the erecl0i Adtlnb pwmonenl brockW Of tM OYMOR structure k the'-POn�Y OI the buldkq'desgna. For 0eneral WldanCe eL iTe� ieaaidNa lowic.tiOn, q.My corih L slpgae. d* N" wectlon Ond b'cing. consuN OSt-buo Q.Mondord, OSI-IN 11.0 q, Speelllalbn, and NB -NI M Na'Wlkp ImfollnO arrd 1—kVeeOmlm*s WnuvOW,,s from TIOu flats knouts, Sea D-OnOeb of". Modkon. WI 541719. -- ._--------- - ,lob Truss Tmss Type OIY Ply 4067 F ., T22 GIRDER - 1 _ 1 40f -1 =ER EL. 0 RI I (RYLAND) S]5]1120 -Eagle Intlusbies, INDVLS. - ].]00 s oep 201995 Mli,,k Induslm s, tic. Wed lkl ifi OO112:55 199G Vaye 1 n.loi� ;s=p.o 4L] }}7 3-S7 J-SI 3-57 1-IJ 4I O 4x10 = 4x6 = 4 497 an.z IJ-o-u n-a9 n-Do 49-7 41.11' 1t-71 H-11 49-7 I� 0 Plate Offsets (X,Y): [1:0-1.6,0-0-101, [7:0-1-3,0-0-101 LOADING(psf) SPACING 2.0-0 CSI DEFL (in) (too) Vdefl. 0.15 11/10 999 PLATES GRIP M20(20ga) 194/162 TCLL 20.0 Plates Increase 1.15 TC 0.34 Vert(LL) BC 0.87 Ven(TL) 0,30,11110 859 TCDL 10.0 BCLL 0.0 Lumber Increase 1,15 Rep Stress Incr NO WB 0.51 Hca(TL), 0.07 7 n/a UBC-94 Min Length l LL dell = 360 Weight: 132 (lbs) BCDL 10.0 Code LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.1 WEBS 2 X 4 SYP Nm3 REACTIONS Outsize) 1=473510.4,0, 7=4735/0-4.0 Max Horn 1=11(load case 3) Max Uplift 1=-947(load nase'4), 7--947(losd lase 4) BRACING ' TOP CHORD Sheathed or 4-10A 1 on center pudin spacing. BOTCHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. FORCES TOP CHORD 1-2--9628, 2-3=-9538, 3-4=.-7262;.4-5=-7262, 5-6=-9538, 6-7=-9628 BOT CHORD 7.8-8870, 8.9=7281, 9-10=7281, 10Ett=5478, 11.12=7281, 1-12=8870 WEBS 2.12=-156, 3-12=2353, 3-11=-1268; 4-11 =2951, 4-10=2951, 5-10=-1266, 5-8=2353, 8-8=-156 NOTES 1) 2-ply truss to be connected together. with 10d nails as lelbws:. Top chords connected with i iow(s) at 12 inches on center. Bottom chords connected with'Lrow(s) at inches on center. Webs connected with 1 raw at 6 inches on center. 2) This truss has been designed for the wind loads generated by75.0 m.p.h. winds at 25.0 feel aboveground level, using 5.0 p.s.1. top chord dead load and 5.0 p.s.f bottom chow dean load, 100.0 miles from humcane oceanfine, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1:33, Plate Increase = 1.33 Both end vertkals are exposed: 3) SIMPSON LUS26 recommended to support span carried at 24" o.c. a"bottom chord. s111 F r f F pY LOAD CASE(S) 1) Lumber Increase=1.15,. Plate Increase=1.15 Uniform Leads (Ibs pet ft) Ved:1-2=450.0r2.3=-60.0; 3-4=-60.0, 4-5=-60.0, 5-6=b0.0, 6-7=-60.0, 74h--377.'I, er9=-377.1, 9-10=-377.1, 10.11=-377_1, 1b12=-377A. 1-12=-777.1 G(:G 12 oil 1, G' _ sew-®. LDS ®wA/WIlYO-VeF111F dedpn h and READ ign hi a w 7TH18 Alan p .ah,R88 Bha.. and k 1 an D<s4n woW SL br we onN'.wq� Mnek conneclaA Ihb tladpn Y bawd only upon palamelen drown. and 4 rd on YWNbu.1 bulldba eomponsnl b G h,c,laa and based YeflbeNy, APpacabPN or design polcmews and pops) kncapaalbn of aompoMnl b rMpaMIOaIY or buWkq deslpnei not liun deskAmr. Siccing sown IY 1a bleral Suppod of Ind,,owl web memWis only Additional lempolery blocb,p to insuredaDalY dulY1Q condructbn b the El a pd'CbAlYof the sleatp. Additional perinonenl bract, .1 1" ovelas ahuclme b IM responsEWy o11M buadkq ,detgnai.,-For g.n.,,Pgukfanes A iTek egaldbp lowicalbeNery n, quaaY conhot slwage, d, efsatbn m a" biaoina' couN GSI-as OueaY YwMma, DEa-OV sraohq Spectllcatbrn, and M HIS -el' - ID HarMlhq Im1aIINq aFW aFaabw a.aoiomarMFpkwn avaAoble Irom irwF Rate Ind NNE. 583 D'Orghb Ortw, Modbrn: WI S]710. Job Truss AMr I GE09 Truss Type STR. GOL. S. Oly I Ply 406.1 HANOVER EL. B RH (RYLANOJ 6 Iatl-� -9-12 4sn u.a. I61a0 _�f3�.. all.. .-slx 4-74 47.4 xs•Iz o-n-x 4A = 3 30 = 30 = "' 12-0-0 7•a0 a9.12 86x Plate Offsets ()(Y): OZ-0-0,0-1-31, (5:0-1-9,0-1-3j LOADING (PSI) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.15 TCOL 1o.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC-94 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYPNo.3 CSI DEFL (in) (loc) Udell PLATES GRIP TC 0.26 Vert(LL) 0.03 6/5 999 M20(2093) 194/162 BC 0.23 Vert(TL) 0.06 1O 999 WE 0.46 HOR(TL) 0.00 5 Na Min Length / LL dell = 360 Weight: 156 IDs 9 ( ) REACTIONS (lbs/size) 1=301/0-4-0, 5-507/OA.0, 7-784A-4-0 Max Hors 1=-151(loadcase2) Max Uplfll 1=-49(load case 4), 5=-77(load case 4), 7=.106(load case 4) Max Vert 1-312(loadcne 5), 5=507(lwd case l). 7=784(Wd case 1) FORCES TOP CHORD 1-2=68, 2.3=88, 3.4--325, 4.5=-433 BOT CHORD 5.6=349, 6-7=103, 1-7=55 WEBS 2.7=•228, 3-7=.501, 36-361, 4-6=-217 S353817 I� 0 BRACING TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD Rigid ceiling dkectN applied, or 10.00-00 on center bracing. Except: 1-7:6J-0. NOTES 1) This loos has been checked for unbalanced Ioa Ling conditions about joint 3. 2) This truss has been designed for the wind leads generated by 75.0 m.p.h. winds at 25.0 feet above grountl level. using 5.0 ps.f, top deadof dimensload 45 o by 24.0 with exposure Cttom r(ASCE 7.9dead 3)10L mmberr Increles ase = c1,37 Platne a ncrease = on a all 33. Both end verticals am exposed. 3) Gable studs spaced at 16 inches on center. 4) Gable studs exceeding72 inches length to be laterally braced at midpoint For studs exposed to wind, see MiTek "Standard Gable End ..Detain.. 5) Studs to be fastened with 2X4 M20 plates. 6) SIMPSON H2.5 connectors recommended to wooed tons to bearing walls due to uplift follows: One connector al joint(s) 1; 5, 7. s LOAD CASE(S) Standard. s�.•QarGi1 VirrC�','h.,'. 20612 STATE OF ? . OCT 16 1996 ®WARMRO. V.,W d.!IP jp uiiwfe ,,,id READ IWOMB ON TOM AND REVERS SM EVORE UM Design vaW bn,M anti with Mnak ep16MGiIp1. IN design a balsa only .,on poewnel.n tlawN Gina k la an ndMaual buldkla component to be n,Iow and boded vMIwN APPI ;9bMY Of dedon pagmNen and prop., ncapowlbn U a,xnp nt is Ielpwdosh, of DUWng dotion., . MI boa dmgn.,: arocna Blown Y.ta WIM-1 ewP?M a FdNldual web member ordy. Addebnal I.mpaaw w=ne.to Mul*. stability during eond,uctbn a Iee d.ign... s.c IM sleclw. Additbnal W,man.nl bac-xq or I" ov.gl.I1,Mfule k f" Ielpo,ebatY of IM buwna d.danet.,For (,"jol gubanc. MiTek ,eaaldnabblkalbn. aupClY conl,ol. sfv a deMew. woctbn and brocnp. wntue OSl.ae OuanY Slantlmd, DII•aO UGielrq SpeeMleotb,x arW NII-el ea,MW o naI9111np aM Iwebq It.eanI,om l,u•t Par. ntleul.. W3 D'Orohb D-A , Maaeon. W153719. 4061 3x8 Truss Truss Type Oty Ily STUDIO VAULT 406-1 R EL Rli ( , ) S02 I < <.n 9nI995 MiTex InduslnesInc %WI }}11 IN413 I i1" 160d lii2 2165 12-17 I 11A0 J3-�1.1" SS 11 411•3 411a 0-8.0 19,2 lit 3-}2 1-b9 6164 2x4 V 6x6 = 5 14 4x8 = 3.50112 yy11 S41] 11L0 0.6-4 S- 12 32-0 ss11 1-na Ana 5.2-1+ 5.2-14 b24 Plate Offsets (X'y): (1:04.0,0-0-61, (5:0-0-0,0.3-01, (9:0.1-2,0-0-101, (12:0-3-8,0-"j,114:0-1-8,0.1-81 LOADING (PSI) SPACING 2.0-0 CSI DER (in) (lac) Vden Vert(LL) 0.50 6 756 PLATES GRIP M20(209a) 194/162 TCLL 25.0 Plates Increase 1.15 1.15 TC 0.79 BC 0.89 Ver1(TL) 0.84 6 451 TCDL 7 0 Lumber Irw2ase YES WB 0.87 rVa BCLL 0.0 Rep Stress Incr MI,Leenngth0.61 / U. deft 360 Weight: 191 (lbs) BCOL 10.0 Code USC-94 LUMBER r0P CHORD 2 X 4 SYP N0.2 80T CHORD 2 X 4 SYP Ne.2 -Except' 12.92 X 4 SYP No.1 A/EBS 2 X 4 SYP NG.3 *Except* 12.5 2 X 4 SYP No.2 REACTIONS (1115/s12e) 1,1332103-8.9-1392/0-3-8 Max Hors 1=-89(bad case 2) Max Uplift 1=-159(load case 4), 11-178(load case 4) 53531118 i Pa,tn 1 BRACING TOP CHORD Sheathed or 1.11-4 on center purdn spacing. BOT CHORD Rigid ceiling directly applied, a 10-00-00 on center bracing. Except: 1.15:63-0, 14-15:6.3-0, 13.14:6-3-0, 4-12:2.9-11, 11-12:6-3-0, 10-11:6-3-0, 9.10:6.3-0. FORCES TOP CHORO 1-2=-2397, 2.3=-1971, 3-4=•4191, 45e.4191, 5.6--3288, 6-7=-4297, 7.8=5083, 8.9.5287 BOT CHORD 9-10=4859. 10.11=4511, 11-12=3885, 12-13-48, 13-14--0, 14-15=2126, 1.15=2126, 4-12=-179 7-10=376 WEBS 2-15=103,2.14=116,3.14=-1476,3-12=1993,12-14=2504,5-12=3297,6-12=•820,6-11=443,7.11=-508, , 8.10=-128 NOTES 1) This truss has been designed for the wind bads generated by 75.0 m.p.h. winds at 25.0 feet above ground level, using 5.0 ps.. top dimendead sions s 45 0 by 24 0 with exposure Cd and 5.0 p.s.tbottm rd dead (AS E load, 993). Lu tuiles ber Inc from eu- hurricane IMncrease =- 11..33. Both eory I nd ��Icals we exposed. 2) SIMPSON H2.5 connectors recommended to conned truss to bearing wafts due to uplift as follows: One connector at joint(s) 1, 9. LOAD CASE(S) Standard s•ss1s1l1Hlrlyyf,,,,/ rya w. cq. -•,, 20612 . - STATE OF OCT 16 1996 weexwea A W.fR,D1eG - 1•er(nl m.f�n. parem ^ and READ RaTsa dVT81H AM RsnaRes ema Dana k I IJ86- � o"19n vaw bruse only On Wax ccnneclax lna "Ilan a bowed only upon Paramelem Shown, aria Y 1a M IndlNdvG buWllO <ompanen�l nw bslabd and boded verllca/Y. Alpha bfiry Of dertpn poacerelem and WOWn Y dditio alxx, fn component a,e MU19 focally el yd ur"ding corhsh daslpna%, BtaeNO shown a'IV b1a101 sups of Irox,dual, web members onry. AOdlbnal lampaary doeI the b Maw doWaY er. For eondmctbn a the ,esPon ly of the eleafOr. AddBbnd Pamanem bracng of me ovebl stlualule a IM nesPombstlY of be buadlrq desnnal. for general Wdollce iVliTek ,eaardbp' bbncatbn, auVry eonlrol'daa0e. Wlvery. Neclbn and doc". consul Off." DlydaY standard, 0f/•Be IrMc fpeellealbn, and NII•el ' mandllM bs1aVIM and Iracaq eeeammerdalbn avobbM Ilom t,ua Pbfe hldaule: SaJ D'Or,ohb D,Ne. Abdbon, WIa3210. f" Job Tnlu Tim Type Oly Ply 4061 S03 STUDIO VAULT 3 1 40C.1 HANOVER EL. 0 RH (RYLAND) 535.h119 Eagle Inammem, INDPLS. 3.3569 Sep 20 1999 MITek Irhduzma, Inc. Wed Oct 16 13,03.22 1996 Pa,m 1 5-0.8 9.6-8 14.0.8 16-0.0 19-9.2 23-6.5 27-3.7 32-0-0 37-IIA 54OA 4-6-0 4-6-0 1.11-8 3.9.2 3-9-2 3-9.2 4.8.9 0.11-4 5x5 u 5 • 8xe: 4 36 zz 6.00r12 6 4s104 3 3x5 7 1413 3x5: 48 3x5 2 e�lo _ 12 6 3x5 x 11 h 3x5 10 r • 2x4 n Id �I J.5012 b 17 16 ,5 9 i 2x411 400= 2x411 3x8 = 6x10/M16 I' 5-0-8 9.6.8 14-0.8 16-0.0 19-9-2 23.65 27-3-7 32-04 6-" 4.8-0. 4-6-0 1-11-8 3.9-2 3-9-2 3.9.2 4-8-9 Plate OBaets (X,Y): [1:0-0-0,0-05i, [4:03-12,0-1-8J, (9:0.6-12,0-"), (13:0.1-0,0."), (14:0.3-8,05.41(16:0-0-0,0.1-8[ 'LOADING (psf) SPACING 2." CSI DEFL (in) floc) Vdee PLATES GRIP TCLL 25.0 Plata Increase 1.15 TC 0.93 Vert(LL) 0.69 14 555 M20(20ga) 194/162 TCDL 7.0 Lumber. Increase 1.15 BC 0.95 Vert(TL) 1.15 15 330 M16(16ga) 164/115 BOLL. 0.0 Rep Stress I= YES WB 1.00 Horz(TL) 0.89 9 _ Wa BCOL 10.0 Code UBC-94 Min Length / LL dell a 360 Weight: 207 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed or 1.7.1 on center punbl spacing. BOT CHORD 2 X 4 SYP No.2 -Except* SOT CHORD Rigid ceiling directlyapplied, of 10-00-00 on center bracing. Except: 14-9 2 X 6 SYP No.2 1-17:63-0, 16.17:6-3-0, 15-16:6.3-0, 4.14.1.8.6, 13.14:6.3-0, 12.13:6.3-0, WEBS 2 X 4 SYP No.3 -Except' 11-12:63-0, 10-11:63-0, 0.10:6.3-0. 14.3 2 X 4 SYP No.2, 13-5 2 X 4 SYP No.2 WEBS 1 Row at midpt 4.13 REACTIONS (lbs/siie) 1-1332/0-3.8. 9-139200.3-8 Max Holz 1--060W case 2) Max Uplift 1 a-166(Inad case 4), 9=-185(load case 4) FORCES TOP CHORD 1-2--2430, 2-3a-2046, 3.4=-6821, 4.5-21W7, Sb=-3507, 6-7=-4314, 7.8=-5086, 8-9=-5771 BOT CHORD 9.10=5348, 10.11=5348, 11.12•4739, 12-13-4020,-13-14=6355, 14.15•44;15-16-0, 16.17-2153, 1-17=2153, 4-14-4535 WEBS 2.17=94, 2.16=371,116=-1951, 3-14-4297, 14.16-2679, 4-13=-4406, 5-13.2949, 6-13=-776, 6-12•405, 7-12=-702, 7-11-233, 8.11=-585, 8.10=83 NOTES above generated bV 75.0 m.p.h. winds at 25.0 feet ground WM, P 11 r r 1) This truss has been red I�omhe �Wrdnd bdead chard dead load andd5.00 g. of G,O rx load, 100.0 les from twnicane ocean ine, on a category enclosed buildin�.`•(L� }, dimensions�45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase a 1.33, Plate Increase = 1.33. Both end verticals are s` i� exposed. t�.•'r \�i�pt.•.•.� H2.5 recommended to connect tons to bearing walls due to uplift as follows: One connector at jolnt(s)1, 9. ' a7 '��[L.3 :G. •, 2) SIMPSON cgllneclors LOADCASE(S) Standard 2:i61'7. • STATE OF - �' o9�,c•�' �N I pP P r' �'IQ ttejtu N6l4410", Oi T 16 1996 AWARMno - v.,W desfgw peraurt..e o d RSM NOfEs ON TWS AND ABPSRSS am Bz1*M OSS. Deugn vasd tut g pay rah Mask aMneatdA I" detlpn Y bored Cray upon panmelea "wn, and Y to an lndwW l buldY g eomponanl to ba �® xlala••d and baaad Ye,baN. Appleabley of dwlgn P010mllaa and papal Mapaelbn al ednponant Y reIm bony of buadba d,,In,, - nol Iles ,"+Iona.. a e,own Y lCr brMal wppOrt of IndNl al web member. Onfr. not lam m b Ynwe da CUIbg condructbn b IRA ,alY Y IRA 1•tpunWlY Or IRA DSI-89 de a, l ae fir ,on y or ltly W A l docba or IRA IRA �asbgoci aftg, Iefp,dw,6 Barre n. up. is a bowl ,.Let ogg, a u ing S cifCcalan m N11.9e Standard. Dtt-ee amema ipacneaeon, and Nlt-01 M iTek® auaby aonnot Ituaga, WMw. aheVam and bale an, bal f.. D'On h 01 harMWq Mbxbhp and araaYw aaeommerWalbn avabOM M1om iruu {bta MlOuta. 483 D'OnoM1b DIM, abObor4 WIS]]I0. Mandan,