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• Job Truss Truss Type Qty Ply J.SCOTTY TPB
<br /> 121314651
<br /> • 91557 F2 Floor Truss 3 1 2 OF 2
<br /> Job Reference(optional)
<br /> Scherer Brothers Truss Division,Albertville,MN 55301 7.350 s Sep 26 2012 Welt Industries,Inc.Thu Oct 17 10:52:40 2013 Page 1
<br /> ID:WXopBAo3zA3ZUv4cpUDz KygrPs-gOrWK4mW6LImwpH6pa2iRXltu3bw7FeDBKbCDySXMr
<br /> Scale=1:43.1
<br /> 0-1-8 1-1-6
<br /> HI 1-P-8 I I 2-8.0 i I 2-0-0 1 1 2-4-8 1 X11 2-0-0 1 1 2-0-0 1 9$1-148
<br /> MOVE LEFT END BEARING 13"TO THE RIGHT.
<br /> TRUSS SUPPORTS RIGHT END OF TRUSS E2(SEE SHEET 1 OF 2 FOR DETAIL)
<br /> 2-0-0 454=
<br /> 3x3 II
<br /> 3x3= 3x4= 4x4= 3x8 FP= 3x4= 4x4 =
<br /> 1 28 2 3 4 5 8 7 8 9 10 11 12 13 14
<br /> - • -. d 5 �� N g g'27
<br /> g
<br /> Iir�y� r-- z •-NN Aill tL' -�
<br /> 25 24 23 22 21 20 19 18 17 18 15
<br /> 3x6 =5x5= 3x4= 3x4 = 3x4= 3x8 FP= 3x3= 3x4= 3x4= 4x8=
<br /> K1 .--- / 403 =
<br /> 6-0-0
<br /> ADD DOUBLE 4X2 ATTACH 3/4"PLYWOOD OR OSB GUSSET(23/32"APA RATED SHEATHING 48/24 EXP 1)
<br /> TRUSS E2 BLOCKING AS SHOWN TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE
<br /> (SEE SHEET 1 OF 2 FOR DETAIL) ROW OF 10d(3"X.131")NAILS SPACED 4"O.C.FROM EACH FACE.
<br /> 11-1-0 1 7-5-6 I 9-5.8 1 14-8-14 1 70.0-8 I 22-0-8 1 75-4-14 I
<br /> 1-1-0 8-4-6 2-0-0 5-1-8 5-5-8 2-0-0 3-4-8
<br /> Plate Offsets(X.Y): 19:0-1-8,Edoel,f15:Edae,0-1-81.116:0-1-8,Edael.[17:0-1-8,Edael.(21:0-1-8,Edgel,122:0-1-8,Edoel.123:0-1-8,Edgel
<br /> LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.17 22-23 >963 480 MT20 197/144
<br /> TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.25 22-23 >647 360
<br /> BOLL 0.0 Rep Stress Incl NO WB 0.61 Horz(TL) 0.02 15 n/a n/a
<br /> BCDL 5.0 Code MNSRC/TP12002 (Matrix) Weight 114 lb FT=20%F,11%E
<br /> LUMBER BRACING
<br /> TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
<br /> BOT CHORD 2x4 SPF No.2(flat) end verticals.
<br /> WEBS 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
<br /> 10-0-0 oc bracing:16-17,15-16.
<br /> REACTIONS (Ib/size) 19=1142/0-5-8 (min.0-1-8),15=391/0-5-8 (min.0-1-8),24=1449/0-5-4 (min.0-1-8)
<br /> Max Gray 19=1159(LC 8),15=437(LC 6),24=1481(LC 2)
<br /> FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 25-26=-841/0,1-26=841/0,2-3=-253/301,3-4=-953/128,4-5=-953/128,5-6=-953/128,
<br /> 6-7=0/596,7-8=0/596,8-9=0/594,9-10=-48/383,10-11=576/0,11-12=-576/0,
<br /> 12-13=-576/0
<br /> BOT CHORD 24-25=-903/0,23-24=301/253,22-23=185/762,21-22=-128/953,20-21=251/570,
<br /> 19-20=-251/570,18-19=-383/48,17-18=-8/424,16-17=0/576
<br /> WEBS 5-21=278/0,12-16=-252/0,3-22=0/296,3-23=-664/0,2-23=0/414,2-25=0/1239,
<br /> 6-21=0/603,6-19=-869/0,10-17=0/385,10-18=-630/0,9-18=0/426,9-19=556/0,
<br /> 13-16=0/529,13-15=-474/0,2-24=-1677/0
<br /> NOTES
<br /> 1) Unbalanced floor live loads have been considered for this design.
<br /> 2)All plates are 1.5x3 MT20 unless otherwise indicated.
<br /> 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
<br /> 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
<br /> be attached to walls at their outer ends or restrained by other means.
<br /> 5) CAUTION,Do not erect truss backwards.
<br /> 6) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)780 lb down at 0-2-4 on top chord.
<br /> The design/selection of such connection device(s)is the responsibility of others. I Hereby certify that this plan,speci-
<br /> 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). fication. or report was prepared by
<br /> LOAD CASE(S) Standard me or under my direct supervision
<br /> and that I am a duly Licensed Pro-
<br /> 1) Floor:Lumber Increase=1.00,Plate Increase=1.00 fessional Er• •-er under aws
<br /> Uniform Loads(plf) of th= : e of Minnes• •.
<br /> Vert:15-25=-8,1-14=-80
<br /> Concentrated Loads(Ib)
<br /> Vert:1=-780(F)
<br /> ,m...--
<br /> STEVEN E.FOX
<br /> DATE REG.NO.21980
<br /> October 17,2013
<br /> 4 8
<br /> 0 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 161.7473 BEFORE USE. Nil.
<br /> Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component.
<br /> Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
<br /> is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilrity of the MiTek-
<br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
<br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/tril Quality Criteria,DS8.89 and BCSI Building Component 14515 N.Outer Forty,Suite#300
<br /> Sally Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017
<br /> B Southern Pine ISPI lumber is specified,the design values are those effective 06/03/2013 by ALSC
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