|
NSS NSS ype y OAKES GAMBREL
<br /> 21 T02D Attic
<br /> 1
<br /> Job Reference o bona
<br /> Run:8.530 s 32P W 0020Feb2 e e ssn J20831: 22 Pagel
<br /> vsTrusInc.Ferndale,WA98248
<br /> ID:DeWGwssoxfdZl M23Hz7EKzW5Ax-HVWm9_gQuT24g_T_epBnXiwlgQ_R6Pm[k�k?'.cdhuiz3lr9
<br /> -1 00.0 38 8 2-10 4 61-12 10-0-0 6-1-12 16 1 16 344 U 3.00 12 5x6=
<br /> 3x4= 18 5 19 3x4=
<br /> 4 17 20 6 JUL 22 2022
<br /> 1
<br /> 3 7 5x6\\
<br /> 5x6�� 14
<br /> „ %ft4a1 2-6-11 CITY OF EVERETT
<br /> 6-36 6. 21 Permit S rvica
<br /> ,s
<br /> 20.00 ,2 15 22 N
<br /> 12-7-o o aD
<br /> 4x10// 3-a-8 12-0-0 4x10\\
<br /> 8
<br /> 2
<br /> 13
<br /> 12 11 10
<br /> 6x8 I I 7x8= 7x8= 6x8 II
<br /> 0-0-0 13-" u-1,12 10-4 6-1-12
<br /> 10.0-0 6-1-12 1 IT1 16 30.� 2aa0
<br /> Plate Offsets CA,`)-[2-04-8 0-2-0] [8-0-4 8 0-2-0] 8][10•Edge 0-5- [11 0 3 8 OS 8] [12 038 0 5 8] 1
<br /> LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.22 11-12 >999 240 MT20 220/195
<br /> (RoofSnaw=25.0) Lumber DOL 1.15 BC 0.84 Vert(CT) -0.2911-12 >821 180
<br /> TCDL 7-0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.01 10 n/a n/a
<br /> BCLL 0.0 ' Code IBC2018ITPI2014 MatrixSH Attic -0.21 11-12 710 360 Weight:150 lb FT=0%
<br /> BCDL 8.0
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except
<br /> T2:2x6 DF No.2 end verticals.
<br /> SOT CHORD 2x8 DF SS BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing.
<br /> WEBS 2x4 DF No.2*Except* MiTek recommends that Stabilizers and required cross tracing be
<br /> W1:2x6 DF No2 installed during truss erection,in accordance with Stabilizer
<br /> Installation guide.
<br /> REACTIONS. Qb/size) 13=1237/05-8 (min.0-1-15),10=1481/0-5-8 (min.0-2-5)
<br /> Max Horz 13=-231(LC 12) D ECEWE
<br /> Max Uphft13=431(LC 48),10=187(LC 51)
<br /> Max Grav 13=1954(LC 33),10=2198(LC 34)
<br /> FORCES. Qb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. r
<br /> TOP CHORD 2-15=-2341/710,15-16=2104/540,3-16=-2015/496,3-4=-1201/373,4-17=-1602/143, J��fM 8 2�22
<br /> 17-18=1589/85,5-18=1574/71,5-19=1557193,19-20=-1585/130,6-20=1607/160,
<br /> 6-7=1241/328,7-21=1977/515,21-22=2162/575,8-22=-2478/664,2-13=-2540/755,
<br /> 8-10=-2610/799 CITY O F E V E R E TT
<br /> BOTCHORD 12-13=-663/567,11-12=165/1146,10-11=388/507
<br /> WEBS 7-11�56/993,3-12=231/1218,4-14=285/937,6-14=2851937,2-12=546/1633,8-11=-692/1496 Permit Services
<br /> NOTES-
<br /> 1)Wind:ASCE 7-16;Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.2psf,BCDL=4.8psf;h=25ft;Cat.Il;Exp C;Enclosed;MWFRS
<br /> (envelope)gable end zone and C-C Exterior(2E)-140-0 to 2-73,Interior(1)2-73 to 3-8-8,Exterior(2R)3-8-8 to 73-11,Interior(1)7-3-11 to
<br /> 10-0-0,Exterior(2R)10-"to 13-&0,1nterior(1)13-6-0 to 16-3-8,Exterior(2R)16-3-8 to 19-9-4,Interior(1)19-9-4 to 2140-0 zone;cantilever
<br /> Left and right exposed;end vertical left and right exposed 1-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60
<br /> plate grip DOL=1.60
<br /> 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Csr1.00;Ct=1.10
<br /> 3)Unbalanced snow loads have been considered for this design.
<br /> 4)This truss has been designed for greater of ruin roof live load of 12-0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
<br /> non-concurrent with other live loads.
<br /> 5)Plates checked for a plus or minus 15 degree rotation about its center.
<br /> 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 7).This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
<br /> between the bottom chord and any other members.
<br /> 8)Ceiling deod load(5.0 psf)on membar(s).3-4,6-7,4-14.6-14; Wall dead load(5.0psf)on member(s).7-11,3-12
<br /> 9)Bottom chord live bad(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.11-12
<br /> 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 431 lb uplift at joint 13 and 187 lb uplift at joint
<br /> 10.
<br /> 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
<br /> 12)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,
<br /> 37,38,39,40,41,42,43,44,45,46,47,48,49,50,51,52,53,54,55,56,57,58,59,60,61,62,63,64,65,66,67,68,69,70,71,72,73
<br /> ,74,75.76,77,78,79,80,81,82,83,84,85 hasthave been modified.Building designer must review loads to verify that they are correct
<br /> ConfaRiftdetpaoed2use of this truss.
<br />
|