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Job Truss Trike Qty Ply SE1•TMENTS
<br /> 110891381
<br /> BB511099 A01 Common Structural Gable 2 1
<br /> Job Reference(optional)
<br /> The Truss Co., Burlington,WA,98233 7.640 s Oct 7 2015 MiTek Industries,Inc.Wed Dec 02 14:40:58 2015 Page 1
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<br /> I 6-8-13 I 13-4-0 I 19-11-2 I 26-8-0 I
<br /> 6-8-13 6-7-3 6-7-3 6-8-13
<br /> 4x6= Scale:1/4"=1'
<br /> 3
<br /> 6,00 12 _ S :10 ,
<br /> 3x4 i3x4
<br /> W 4
<br /> 2 ST ip STB
<br /> ST12
<br /> 5 STS
<br /> ST7 S 11 S 11 ST / "
<br /> ST4 T4
<br /> • ST2 ST3 ST 9 ST9 ST: ST2 •
<br /> 1 ST a •6 ST1 5
<br /> $I r H- H H H =S 0 H H H H ad 0 H H 1 0@mc x >@ '• I$
<br /> 4x4= ......4l....4l...........��...4� 44 Oa Jc eses 4x6 =
<br /> 3x4 = 9 6
<br /> 18 17 16 15 14 13 12 143 10 5x6 = 3x4 = 7 6
<br /> 11-3-101 9-2-4 I 13-8-14 1 17-5-12 22-6-1 123-11-3125-4-5 126-8-01
<br /> 1-3-10 7-10-10 4-6-10 3-8-13 5-0-6 1-5-2 1-5-2 1-3-10
<br /> Plate Offsets(X,Y)— 13:0-2-0,0-0-01,15:0-1-0,Edgel,18:0-1-4,0-0-81,19:0-3-0,0-3-01
<br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.14 7-8 >783 240 MT20 185/148
<br /> TCDL 8.0 Lumber DOL 1.15 BC 0.88 Vert(TL) -0.23 7-8 >488 180
<br /> BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(TL) -0.01 10 n/a n/a
<br /> BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Weight:178 lb FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
<br /> BOT CHORD 2x4 HF No.2`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
<br /> 82:2x4 DF 2400F 2.0E 10-0-0 oc bracing:7-8,6-7
<br /> WEBS 2x4 HF No.2*Except* 9-6-8 oc bracing:5-6.
<br /> W2:2x4 DF Stud WEBS 1 Row at midpt 3-13
<br /> OTHERS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing
<br /> be installed during truss erection,in accordance with Stabilizer
<br /> Installation guide.
<br /> REACTIONS. All bearings 12-5-4 except(jt=length)6=2-10-4,7=2-10-4,7=2-10-4,10=0-3-8,
<br /> 10=0-3-8.
<br /> (lb)- Max Horz 18=-81(LC 6)
<br /> Max Uplift All uplift 100 lb or less at joint(s)6,17,16 except 13=-167(LC 8),
<br /> 7=-334(LC 18),7=-287(LC 1),18=-249(LC 18),11=-218(LC 18)
<br /> Max Gray All reactions 250 lb or less at joint(s)7,18,16,15,14,12,11 except
<br /> 13=1288(LC 1),6=927(LC 18),17=255(LC 18),10=367(LC 20),10=297(LC 1)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 1-2=-38/544,2-3=34/824,4-5=-510/65
<br /> BOT CHORD 1-18-385/55,17-18=-385/55,16-17=-385/55,15-16-385/55,14-15-385/55,
<br /> 13-14=-385/55,7-8=-12/355,6-7=-12/355,5-6=-12/355
<br /> WEBS 3-8=-35/251,4-8=393/110,3-13=-1084/101,2-13=455/117
<br /> NOTES-
<br /> 1)Unbalanced roof live loads have been considered for this design.
<br /> 2)Wind:ASCE 7-10;Vult=110mph(3 second gust)V(IRC2012)=87mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=27ft;eave oft; ,.
<br /> Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 �„ P ..1plate grip DOL=1.60 Z 1”
<br /> 3) Truss designed for wind loads in theplane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry1'` @��'�''14 '
<br /> 9 Y P ) .;�,t ��
<br /> Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �"t,7 ,Ct.,,,-• • 1 C';y
<br /> 4)All plates are 1.5x4 MT20 unless otherwise indicated. ') t • !+i
<br /> 5) Gable studs spaced at 1-4-0 oc. ,i `17 4.14'
<br /> 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "� j� ,
<br /> 7)*This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ® . r,7:,;•;1;"`
<br /> fit between the bottom chord and any other members,with BCDL=7.Opsf. ill I9gf,9
<br /> 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,17,16 except 14)i
<br /> (jt=lb)13=167,7=334,18=249,11=218. k7SI1U-
<br /> 9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced - ;<,Dir, I „
<br /> standard ANSI/TPI 1. C.
<br /> 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
<br /> December 2,2015
<br /> LOAD CASE(S) Standard
<br /> 41110
<br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE.
<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 paramenters 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 responsibillity of the
<br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding4:41
<br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITPII Quality Criteria,DSB-89 and BCSII Building Component a1,, .w�f•�
<br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. the i R V SSCO.INC.
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