Plans (11) • N vac)-ac&_ oc c ( I,1
Job Truss Truss Type Qly Ply
K4490182
18.7604 A01 GABLE 1 1
Job Reference(onilonall
PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.210 s Feb 12 2018 MiTek Industries,Inc.Thu Apr 12 14:19:16 2018 Page 1
I D 2nkCR2n0Dw2i1JXWwgCsQRzfCGL-JTJuxsnVagMhMFISoEegcyT,D5U5AcELdruD9szRRF9
-2.6-0I 18-3-0 I 22-6-0 1
2-6-0 18-3-0 4-3-0
Scale=1:40.1
4x4=
SHEATHING SHOWN IS NOT 3
PART OF COMPONENT DESIGN 00 FIT
16 17 41 18
Sheet Front 15 err' 4' .. 19
FollSheathing ,44�',, //'��/ '1!�`'��`�0 42
1 PIyCDX
13
3x4 12
. ,,,,,...0.,fry-, r
9,1 Oeir, 1 1,7 r
4 5 �/' er s+
2x24 113 ..
A
� i.//... � .. //A� // '
t #iiiOir 2iii 4;:lr rri A Ojarr�iii�ii0-°
39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21
2x4 I I 3x4 =
I 18-3-0 I 22-6-0 I
10-3-0 4-3-0
Plate Offsets(X,Y1- 12:0-2-3,0-0-81.(39:0-2-8,0-1-01 ,
LOADING (psf) SPACING- 2-0-D CSI. DEFL. In (loo) Weft Ltd PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TO 0.43 Vert(LL) -0.00 1 nit 120 MT20 185/148 '
TCDL 7.0 Lumber DOL 1.15 BC 0,08 Vert(CT) -0.02 1 n/r 90
BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 21 n/a n/a ,
BCDL 10.0 Code IRC2015/TP12014 Mairlx-R Weight:128 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 DF No.2 except end verticals.
WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing.
OTHERS 2x4 HF Std ^y
REACTIONS. All bearings 22-6-0. 4 \\)k" (� ,ry,.
(lb)- Max Hoz 39=195(LC 9) @1f I
Max Uplift Al uplift 100 lb or less at Jolnt(s)25,26,27,29,30,31,32,33,34,35,36,37,23,22,21,24 C. +"d'°�
except 39=-222(LC 8),38=-257(LC 1) ` 00 .[�, 4
Max Gray All reactions 250 lb or less at JoInt(s)25,26,27,29,3D,31,32,33,34,35,36,37,38,23,22, D
11\tS
21,24 except 39 518(LC1) 40‘ 4P3.41-
TOP
R >I t
FORCES. (Ib)-Max.Comp./Max.Ten.-Alt forces 250(Ib)or less except when shown. 'F3 v epi) `/y
TOP CHORD 2-39=-446/460 //�°)
NOTES- A/2 c(c'''® +
1)Unbalanced roof live loads have been considered for this design. / 1
2)Wind:ASCE 7-10;VulI=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=B.0psf;h.2511;Cat.II;Exp B;enclosed; or)
5,.... io
MWFRS(envelope)gable end zone and C-C Exterior(2)-2-6.0 to 0-11-0,Interior(1)0-11-oto 18-3-0,Exterior(2)18-3-0 to 21-10-13
zone;cantilever left and right exposed;end vertical left and right exposad;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60 0
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 �0d PR 04. S
Gable End Details as applicable,or consult qualified bulding designer as per ANSI/TPI 1. f(, S
4)All plates are 2x3 MT20 unless otherw�e Indicated. Gj `NGS Fl`� /0
5)Gable requires continuous bottom chord bearing. Cj V ?,
6)Truss to be fully sheathed from one face or securely braced against lateral movement(I.e.diagonal web). 44 '9,
7)Gable studs spaced at 1-4-0 oc. 89200PE
8)Thls truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)*This truss has been designed for a live load of 20.Dpsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide // '"rr
will fit between the bottom chord and any other members. -14N rallp. ' _ .
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at JoInt(s)25,26,27,29,
30,31,32,33,34,35,36,37,23,22,21,24 except(Jt-lb)39-222,38-257. r^ dREC70��� (((�
r� 'd 9r 2
14 °
6P
LOCAL CALLS FAX Leri- DG)- iiikliR11-A-
(503)656-2983 Ext. 124 (503)656-2647
1OK NP EXPIRES: 12-31-2019
April 12,2018
r}�7 EJC REFERENCE PAGE M17473 rev.10/03/7016 BEFORE USE. aE..
PRECISION TRUSS&.L UMBER, d 1 C. na shown,and Is for an Individual budding component,not
maters and properly Incorporate this design Into the overall
d members only.Additional temporary and permanent bracing mai..
lady damage.For general guidance regarding the
CLIFFORD PUCKETTANSIRPn Quality Criteria,DSBdl9 and SCSI Building Component 250 KWg Circlej
andde,VA 22314. Corona,CA 92550
SALES REPRESENTATIVE 11550 S.E.JENNIFER ST.
CELL:971.272.3217 CLACKAMAS,OR 97015
cpucketl Oprecisionroottrusses.com