|
Job Truss Truss Type . � � (*.ity Ply Premier Housing
<br /> T10810999
<br /> 037216 A01 C Hip Girder 2 1
<br /> Job Reference(optional)
<br /> Hitek Truss LLC, Brooksville,FL. 7.640 s Apr 19 2016 M7ek Industries,Inc.W ed Apr 05 1329:40 2017 Page 7
<br /> I D:xs3wFp1 uqjfwyMSe7CQAhbzYMUi-21 U He973XYoSKBj�ocYQx9M72ZjamICHBwqHB78zTmVv
<br /> -1-4-0 7-0-0 11-8-14 16-4-0 20-11-2 25-8-0 32-8-0 34-0-0
<br /> 1-4-0 7-0-0 4-8-14 4-7-2 4-7-2 4-8-14 7-0-0 1-4-0
<br /> Scale=1:59.0
<br /> NAILED
<br /> NAILEO NAILED NAILED NAILED NAILED NAILED
<br /> Sx5= Special
<br /> 3x4= 1.Sx4 II 3x4= Sx5=
<br /> 5.OD 12 NAILED � NAILED NAILED
<br /> 3 21 22 4 23 24 25 `' 26 27 28 6 29 30 7
<br /> � m
<br /> �y � m
<br /> 1 8
<br /> 2
<br /> �� 9 Io
<br /> �a 31 32 13 33 34 12 35 36 �� 37 38 ��
<br /> 4�_ 1.Sx4 II NAILED 3u6= Sx12 MT20HS= NAILED 3x6= NAILED �•Sx4 I I Qx$_
<br /> Special NAILED NAILED NAILED NAILED NAILED Special
<br /> NAILED
<br /> 7-0-0 71-8-14 16-4-0 20-11-2 25$-0 32-8-0 I
<br /> 7-0-0 4-8-14 4-7-2 4-7-2 4-8-td 7-0-0
<br /> Plate Offsets(X 1�-- f2'0-0-0 0-0-4� �3�0-3-0 0-2-5� �7:0-3-0 0-2-8� f8:0-0-0 0-0-4� (11:0-2-4 0-1-8� �12:0-6-0 0-3-4] �13:0-2-4,0-1-8�
<br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP
<br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.52 12 >754 240 MT20 244/190
<br /> TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -1 12 12 >351 180 MT20HS 187/143
<br /> BCLL 0.0 ` Rep Stress Incr NO W B 0.84 Horz(TL) 0.27 8 Na Na
<br /> BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:1541b FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP SS TOP CHORD Structurai wood sheathing directiy applied or 2-1-6 oc purlins.
<br /> BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing.
<br /> WEBS 2x4 SP No.3
<br /> REACTIONS. (Ib/size) 2=2545/0-7-10,8=2518/0-7-10
<br /> Max Horz2=97(LC 31)
<br /> Max Uplift2=897(LC 8),8=-926(LC 8)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br />' TOP CHORD 2-3=-5489/1860,3-21=-6720/2325,21-22=6720/2325,4-22=6720/2325,
<br /> 4-23=7282/2528,23-24=-7282/2528,24-25—7282/2528,5-25=-7282/2528,
<br /> 5-26=-7282/2528,26-27—728212528,27-28=-7282/2528,6-28=-7282/2528,
<br />� 6-29=-6689/2359,29-30—6689/2359,7-30=6689/2359,7-8=-5421/1933
<br /> BOT CHORD 2-14=-1597/4983,14-31=1593/4957,31-32=-1593/4957,13-32=-1593/4957,
<br /> 13-33=-2166/6720,33-34=-2166/6720,12-34=-2166/6720,72-35=2200/6689,
<br /> 35-36=2200/6689,11-36=-2200/6689,11-37=-1661/4894,37-38=1661/4894,
<br /> 10-38=-1661/4894,8-10=1664/4921
<br /> W EBS 3-14=-77/562,3-13=684/2167,4-13=-924/439,4-12=-251/695,5-12=-552/343,
<br /> 6-12=201/732,6-11=-944/415,7-11=-636l2204,7-10=-76/563
<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=5.Opsf;BCDL=S.Opsf;h=17ft;B=45ft;L=38ft;eave=5ft;Cat.II;
<br /> Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 piate grip DOL=1.60
<br /> 3)Provide adequate drainage to prevent water ponding.
<br /> 4)All plates are MT20 plates unless otherwise indicated.
<br /> 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />� 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
<br /> fit between the bottom chord and any other members.
<br /> 7)Provide mechanical connection(byothers)of truss to bearing plate capable of withstanding 8971b uplift atjoint 2 and 9261b uplift at
<br /> joint 8.
<br />�, 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
<br /> 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)223 Ib down and 260 Ib up at
<br /> i 25-8-0 on top chord,and 456 Ib down and 189 Ib up at 7-0-0,and 456 Ib down and 189 Ib up at 25-7-4 on bottom chord. The
<br /> design/selection of such connection device(s)is the responsibility of others.
<br /> 10)W arning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
<br /> 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
<br /> LOAD CASE(S) Standard
<br /> Continued on a e 2
<br /> �WARNING-Verify deslgn parameters and READ NOTES ON THIS ANO INCLUDEO MITEK REFERANCE PAGE Mfl-7473 rev,f0/09/Z015 BEFORE USE ���
<br /> Deslgn valid tor use only with MITek�connectors.1Ns design Is based only upon parameters shown,and Is for an IndiNdual twtlding component,not
<br /> a t«rss system.Before use,ihe building designer must vedfy the applicabiliry of design pawmeters and properly incorporafe ihis design info ihe overall
<br /> building desfgn. &acing indlca�ed Is fo prevenf buckling of indlvidual truss u�eb and/or chord members only Additional temporary and permanent bracing N�6Teks
<br /> is always requlred for slabillty and to prevent collapse wl�h possible personal InJury and property damage. For general guldance regarding�he
<br /> fabrlca�lon,s�oroge,dellvery,erectlon ond bracing of irusses and iruss systems,seeANSI/iPll 9uality Criteria,DSB-89 and BCSI Building Componenf 6904 Parke East Blvd.
<br /> Safety Information available from Truss PIaTe Insiitute,218 PL Lee Sireet.Sulte 312,Alexandda.VA 22314. Tart�a,FL 33610
<br />
|