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<br /> Truss ... Two TYPO Qty Ply 0
<br /> DE8ICNS:7.0 UNITS:0.5Del
<br /> 0=31R 9 SPECIAL � ( 1 1135[14198
<br /> PSM TRfe6 �rmntl,MN 66040 41.48.600 S Aug 27 20MI
<br /> 07 Tak 6ldwbioy,Ina Thu Mar 05 12:45:38 2008 Pepe 1
<br /> i 5-10-0 go-!? IS1*2.. F 23-0-0 712-1
<br /> "•A 4312 1-0.12 0.0.6 6.7-14 2-D-o
<br /> REPAIR: CUT OUT 12-BY 12'SECTION STARTING AT MEMBER 11.12 AS SHOWN
<br /> 40-4=
<br /> 3 2X4
<br /> 1f.00 12 4
<br /> 3X4
<br /> 3X4
<br /> 2 3x4
<br /> 2xe II s
<br /> a
<br /> f
<br /> 6X12 =
<br /> ` 7
<br /> qd ��13
<br /> �f
<br /> 3x7 = li1 7o e
<br /> ATTACH 2X4 SPF NO2 TO ONE FACE OF TRUSS WITH %I 4:e= 70¢10=
<br /> A CLUSTER OF(9)10d(2"X 0.131'NAILS IN EACH END. -" -- '
<br /> 8-10.72 tgy.,Z z�0
<br /> 9-10-'12 B:►5 6-7-14
<br /> Plate Offsets(X.Y): l9:Edoe.0-13.45.r12:0-2.12 0.2.8 .
<br /> LOADING(pet) SPACING 2.0,41 CSI DEFL In (Jac) Udell Ltd PLATES GRIP
<br /> TCS•!. 35.0 Plat"Increase 1.15 TC 0.63 Vert(LL) -0.16 12.13 >999 241 MT20 197/144
<br /> TCDL 10,0 Lumber Increase 1.16 BC 0.59 Ven(TL) -0,4612-13 >687 180
<br /> BCLL 0.0 Rep Stress Incr YES WB 0,49 H=(TL) 0.03 8 0-/a n/a
<br /> BCDL 10.0 Code MN$RC1rP12002 (Maim) Weight:135 lb
<br /> LUMBER 13IRACING --
<br /> TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural woodilteathing directly applied oro-3-1 oc pudlns, except
<br /> BOT CHORD 2 X 4 SPF No.2 and vortical&
<br /> WEBS 2 X 4 SPF No-2`Except' BOT CHORD Rigid calling dl ly applied or 104.0 oc bracing, F�eepl:
<br /> 10.12 2 X 4 SPF Stud,9-10 2 X 3 SPF Stud,7-9 2 X 4 SPF Stud 6-0-0 oc bracing'10 11.
<br /> 7-10 2 X 4 SPF Stud 8.0.0 oc bradn 4-12
<br /> WEBS 1 Row at midpt
<br /> 13.1240IMedhanicV 2-12,2-13
<br /> li3 (IRY912e) 1�1451J0-�0,
<br /> Max Hoz 13=284(LC 3)
<br /> 1�-dRCES (Ib)-Maximum Compreaslonimaxlmum Tetia4on
<br /> TOP CHORD 1-27-207107,2-39-K71411,34r1005/04.445-07010.5-0-115010,8-7=152710,7-9=01116,1-13=-2.55/46,7-9=1379/31
<br /> BOTCHORD 1 2-1 3=-1 4162 9,11-12=0/122,412 12194,1&11=-147J1,9-113aor308
<br /> WEBS 2-12=-6411[14,3-1255/8.49,1 o-12zWl l28,a-12—MOla7,9-10..143!104,2.13 -1061!0,7-10=0(777
<br /> NOTES (6)
<br /> 1)UnbOkMd roof Ilve loads have been Considered for this design.
<br /> 2)Wind:ASCE 7-05;90mph;h=25ft;TCDL06.Opat;BCDL■8.0psf:Category II;Exp 8;ondowd;NIWFRS;candlover loft and right exposed;
<br /> and vertical 1911,and right exposed; Lumbar DOL=1,33 Plato grip DOL=1.33.
<br /> 3)This truss has boom designed for a 10.0 pst bottom chore eve load noneoncurrent H4d1 ally other tive loods.
<br /> 4)This miss requires plate Inspection per the Tooth Count Method When this truss Is chosen for quality assurance inspeedon.
<br /> 5)Refer to girder(s)for trues to truss oor echoes,
<br /> 6)Ttua Ptls6 Is deelglle(l M ACCOrdarlce with the Mlnnosota State Residential Building Code.No increased unbalanced loads or drill loads
<br /> have bode ronziderod,The building designer should verity the adequacy oT the design loads as the eornpon4W Io Incorporalod Into tho
<br /> overall structure. _...
<br /> 1 Hergby ccridy Ihd thi,Plan,SpeCi•
<br /> LOAD CAGE(3) Standard fipation, or repo4 wat:propor4o by
<br /> me at undke my dini4t sMMovi:Ign
<br /> and th.1t l e+n a duly Lieenaad Pro,
<br /> fw=ionai EEwmW and"e'laws
<br /> of them a of I filinna?&
<br /> STEVEN E.FOX
<br /> DATE REG.NO.21980
<br /> March 6,2008
<br /> WARlmra•lhr(Or d65Wn Pa+anrign and AKW ND7g8 ON 2=6 Alm aV==ln7Sa RDMR6aCd PAQE 101747S aLDRS Peg
<br /> Design vdld for lea only wllh IArek canneclorL Yhb drnlgn b bored only open parameters shown and k for on hd`tddual bUkW o connDWant.
<br /> ApM)=Wity of df4lp1+pauem4nl4h and propw lneorpard}bn of eohfparWnt I+rsnpardJt411Y of bukdna dmiprw-not Irua dedpner Bmchlp shown
<br /> h Wloferal support o7IndIvIdUo1 wob members only.AdMkwtd temporary blachp to kaure slotwy ownng cen}Iry ooli 4 fh4 tatParuAlilAtlrOi th4 me
<br /> erector.Addltbnd pemwnrmi kxoclrsg of ihvosaraldmr iU 6 trw respon*Wk GI the buk*Q deslgr .Nx q0- d gulckma regan]ng .e.rrr sia,a rm,a.
<br /> fa6ks llpn,ayolly oarJrd staaw,
<br /> 600„-V,�fion and btadsa,as mull ANUff"I QaaWy Cdrrla,11110--s9 and 90311 killing Catn7ane d 11511 N,Oetw Forty,SulUr x1000
<br /> Sa1./y InlomyMlpn avelaplp tram Tuts Ptel4 W SIM=593 D'Onellle D,Nsi,Modherl.WI 53719. �es5 N,O.100
<br /> oM.I
<br /> 80/Z0 39Vd S6S6bbb89L 8Z:80 80K/L0/80
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