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• Jab Trtiss Truss Type Qty Ply
<br /> 17593591
<br /> 87944837 B01B GABLE 1 �
<br /> Job Reference o tional
<br /> ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov�2 10:07:22 20'I5 Page 1
<br /> I D:J_msDg2DljlzazPvMSacSgyeNTY-z7HBOV6URUs3oHl D?mwQNknFI5gqlEomcQxiDiyNGXJ
<br /> s-&0 19Ji-0
<br /> 38-0 9-�
<br /> Scale:318'=1'
<br /> 4x4=
<br /> 6
<br /> 5 7
<br /> 5.00 12
<br />, 22 4 8 23
<br /> 3 9
<br />� z '10
<br /> Z� 24
<br /> 11
<br /> 1
<br /> V 4
<br /> 0 0
<br /> 3x4% 20 19 18 17 16 15 14 13 12 3x4�
<br /> Sx5=
<br /> 19-0-0
<br /> 19-4-0
<br /> Plate Offsets(X Y1— [16�0-2-8 0-3-01
<br /> LOADING(psfj SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl L/d PLATES GRIP
<br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n!a - n/a 999 MT20 244l190
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999
<br /> BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 11 n/a n/a
<br /> BCDL 10.0 Code FBC2014lfP12007 (Matrix) Weight:88 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
<br /> BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling direcUy applied or 1 D-0-0 oc bracing.
<br /> OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
<br /> be installed during truss erection,in accordance with Stabilizer
<br />'i
<br /> REACTIONS. A�I bearings 19-4-0.
<br /> (Ib)- Max Horz 1=79(LC 1D)
<br /> Max Uplift All uplift 100 Ib or less atjoint(s)1,11,17,�8,19,15,14,13 except 20=-136(LC 12),12=136(LC
<br /> 12)
<br /> Max Grav All reactions 25D Ib or less at joint(s)1,11,16,17,18,19,15,14,13 except 20=287(LC 21),
<br /> 12=287(LC 22)
<br /> FORCES. (Ib)-Max.Comp.lMax.Ten.-All forces 250(Ib)or less except when shown.
<br /> WEBS 2-20=-199/353,10-12=-199/353
<br /> NOTES-
<br /> 1)Unbalanced roof live loads have been considered for this design.
<br /> 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; `,��e 0111/���
<br /> Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-8-2 to 3-&2,Exterior(2)3-6-2 to 9-8-0,Comer(3)9-&0[0 12-5-0 0��� S A. �/�j
<br /> zone;rantilever left and righ[exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,,O O�P` q�8 0��,
<br /> Lumber DOL=1.60 plate grip DOL=1.60 `� • �E � �
<br /> 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �� ��•���C' N S��•,2j i�
<br /> Gable End Detaiis as applicable,or consult qualified building designer as per ANSIfTPI 1 � �
<br /> �
<br /> 4)All plates are 2x4 MT20 unless otherwise indicated. � N O 39 3 80 _ �
<br /> 5)Gable requires continuous bottom chord bearing. �
<br /> 6)Gable studs spaced at 1�-0 oc. � �- --�' �
<br /> 7)This Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �-�; �
<br /> 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rec[angle 3-6-0 tall by 2-0-0 wide will � � ',
<br /> fit belween the bottom chord and any other members. �' E •L� '
<br /> 9)Lumber designated with a"P"is pressure-treated with preservatives.Plate lateral resistance values have been reduced 20%where %..0. ,�_�� I
<br /> used in this lumber Plates should be protected from corrosion per the recommendation of the treatment company Borate or other >j����•� � {3��.`���e��
<br /> suitable treatment may be used if it does not corrode the plates.If ACQ,CBA,or CA-B treated lumber is used,improved corrosion Ij ss � •••"� \ ��
<br /> d sign�Bu Id ngUdesigne�r o verify su talb lity olf th s pr�duct for�'�ls Intended usen.Incising factors have not been considered for this ��s,��N A;�����
<br /> 10)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,11,17,18,19,15, Thom3s A.Albanl PE No.39380
<br /> 14,�3 except Qt=ib)20=136,12=136. M(Tek USA,Inc.R Cert 6634
<br />, 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6904 Parke East BIVd.Tampa FL 3361D I
<br /> Date:
<br /> November 2,2015
<br /> �WARNING-Veri/y desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/Y015 BEFORE USE. �*��
<br /> Design vatid for use only with MTek�connecfors.This design is based only upon parameters shown,and is for on individuol bulding component,not ��q
<br /> o iruss sysfem.Before use,fhe building designer musf venfy ihe applicability ot design parameters and properly incorporate fhis design into the overoll ����
<br /> bulding design.Brocing indicated'u to prevent buckling of individual huss web ond/or chord members only.Addifianal temporory ond permanenf bracing MiTek•
<br /> is ahvays required for sfability and to prevent collapse with possible personal Injury ond property damage.For general guidance rego�ding the
<br /> fobricotion.storoge,delivery,erecfion and brocing of trusses ond truss systems,see ANSI/iPil�uallty Crlferla,DSB-89 and BCSI Buflding Component 6904 Parke East Blvd.
<br /> Solety Informafion ovailoble from Tniu Plate Institute.218 N.Lee Sfreet,Suite 312.Alexondrio,VA 22314. Tampa,FL 33610
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