Specifications .— tag
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MiTek6
MITek USA, Inc.
250 Klug Circle
Corona,CA 92880
951-245-9525
Re: J-1849 STONE BRIDGE
The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision
based on the parameters provided by Pacific Lumber&Truss Co..
Pages or sheets covered by this seal: K1999914 thru K1999914
My license renewal date for the state of Oregon is December 31,2017.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
co PR 04-s
L' 89200PE �<
, OREGON Dx ,`ki,
/O l9k142-°Np'''
SFR R I l�- 4'
-1‘;241r4441 -
May 18,2016
Baxter,David
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI 1.
This design prepared from computer input by
Pacific Lumber and Truss-BC
LUMBER SPECIFICATIONS 21-00-00 GIRDER SUPPORTING 30-00-00 INC 2012 14AX HEI-SER FORCES 4HR/DDF/Cq=1.00
TO: 2x4 0110E #118TH LOAD DURATION INCREASE= 1.15 (Non-Rep) 1- 2=�i-13632) 2590 1- 6=(-27641 12662 1- 2-,-13632) 2990 4- 8.--( -548) 2670
BL: 2110 0051 #118TH
2- 3=t-10204) 2270 �;- 7=9-2740 6- 2 -548) (-1_. 2) 2990
HENS: 3x4 KDDF STAND: ) 12556 _ 2670 4- 5= as3
3x6 KDGF #2 A LOADING 3- 4=(-10204) 2270 7- 8=4- '401 1255E 2- 7 -3230) 745
2S
LL = PSF Ground Snow (Pg) 4- 5=0-13632! 2990 P- 5=4-227641 12682 3=• -1354) 6.172
TO UNIF LL( 50.0)+DL( 14.01= 64.0 PLF 0'- 0.0" T2 21'- 0" V 7- 4-•; -3230' 746.
TO LAT3RAL SUPPORT <= 12'00. UCi4. BC UNIF LLi 350.0)+DL( 258.01= 008.0 PLF 04- 0.0" TO 21'- 0.5"
BC LATERAL SUPPORT e= 12"00. UON. V
BEARING MAX VERT HAY. HOR2 BRG REQUIRED BRG AREA.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACT'DNS REACTIONS SIZE SQ.IN. (SPECIES)
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING HET. 0'- 0.0" -1192/ 7i55'i -39/ 398 0.50" 11.29 EDDY ( 621)
( 2 conpl et trusses required. 21'- 0.0" -1552/ 7056Y 0/ OH 5.50" 11.29 RODE ( 625)
Attach 2 ply with 3•x.131 DIA GUN BOTTOM CHORD CHECKED FOE. lOPSF LIVE LOAD. TOP
nails staggered: AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLI.
9" on in 1 rowfa) throughout 2x4 top chords,
5" oc in 3 rows? throughout 2x10 bottom chords,
ICOND. 2: Design checked for nett upliftat 24 "so spacing.
mu in 1 row(s? throughout 214 webs, NO 0 ` psf)
oc in 2 row(s'r throughout 2x4 webs. VERTICAL DEFLECTION LIMITS: LL=L/240, TI=L/180
HAD LL DEFL = -0.153" 9 104- 0.0" Allowed = 1.004"
MAX TL CREEP DEFL = -0.105" 9 10'- 9.0" Allowed = 1.339"
MAX LORIS. LL DEFL = 0.036" 5 20'- 6.5"
MAX EOR12. TL DEFL = 0.061" 9 20'- 0.5"
[NOTE:DESIGN IS ADEQUATE TO HAVE A 1.5"DRILLED HOLE LOCATED 2'DOWN Design conforms to main windfurce-resisting
i FROM TOP OF MEMBER TO CENTER OF HOLE LOCATED 6'-9"FROM RIGHT END, w tem and c•npsnents and cladding criteria.
Wind: 140 mph, 1=21.1ft, T;DL=4.2,B',DL=6.0, AS'7E 7-10,
•:A11 Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dirl,
load duration factor=1.o,
End vertical(s? are exposed to wind,
Truss designed fur wind loads
10-06 10-06 in the plane of the truss only.
5-10-13 4-07-03 4-05-37
6-00-09
12 12
4.00 14-5x6
a 4.00
6.0"
3 fes(
M-3x10 1.1-3x10
2.3"
2
M-1.5x301' A '��''
M-1.5x3
----\\ _
Id-'x10 - /2+, 11-3x10
I _
16 a K, +�
16-12x14 M-4x12 M-12x14(3}^ 0.25" P7-4x12 M-12x19
1.5'HOLE
y l y 6-9-0
y
5-10-13 4-07-03 9_07_03 6_10-13
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ry ����
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\ NGINEFjp21-00 .C.,.?
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89200PE 'Vr-
JOB NAME: J-1849 STONE BRIDGE - C3
Scale: 0.2853 ' -1011 .1---� j� /
B1. aId.,0 G.dsh dna b unless
um none 'y OREGON Id �4Q
Truss: C 3 7.IMgder and mega candor should be.dNs.d A d Oaenf Nain t.boH n o N Mad only ups dograserreen sire o an Y for a Individual
ad Wand go Won eenwd°w eonsmen. Mang condoned halle.Y�d ed.paranyns and proal
1 2n4 eanpresda uwb bndnp main lestded ubr.skin.. menpawon o1 dmonat is rnpn,WBy of en Easing Midler. l '�
1 Additional larnemy Mae to Inure stability Wag conduction
x.Deign mass the tap weagarebHdsnWM.dyenesaH /O 'Q- 14 211 '�
nU.nspenaibllly dtl+a anHM.AMMO immanent brainy of o e,c.and at f0•n.e. 0th.ored Hen braced dtapholeion.Mndmy
",TE: 5/16/2016 conditions Mooning dWNW*cladao dryn.l(Bc). •v/�p�"�
1 HeorHd seublly lerhaddo,AMMOimmannt brainy S.c2oenMdl Mad ar lNHtasplyyotp°rnwhae aha n.. !1
SEQ.' K1999914 1,No load should beapplied t.ay mama arm agar all bracing and 4.In.n11Wion Winn tithe reamed*of the means mentor.
fanners ore comas ad at no UHe should any loads'matte than 5.Design mum.nun are tonna in a nomcerrnsire ariamem,
nulled any dananat. ad or.for•Hy anMa•Huaa
TRANS ID: LINK design loads be
\ 5 GompuT+ushnnoeonbdoraradlo mnnorespaaMrybrero °necessary.
5 lSdO9•.. a+rw-.°.!mer,..d..if EXPIRES: 12/31/2017
fiMeda,Gassing.daPnat find Mrtalaaa dcondom aMs. 7.Design moms a.m..dWnageuproMd.d.
5 This Migilledulaa M In Bndadons fat y B.Awns aMd b. aid a s btaludims,and eland a wn ear May 18+2016
n w Mn
1P1/NrCAle BCSI.codas of and al be furnished upon min. Mn dolndn ea ped e.Wr I,
MRek USA,Irrc.lCgmpuTrus Software 7.6.7(7L}E 9.Digits tafsats ens of pale•nduac
10.Fare.sic madded..dna Mon...ESS-1311,E514.1Md8(Nina)
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION
1 3/4 Center plate on joint unless x,y
offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property
I (Drawings not to scale) Damage or Personal Injury
WM Dimensions are in ft-in-sixteenths.
h 410,, Apply plates to both sides of truss
and fully embed teeth. 1 2 3 1. Addtiond stabilty bracing for truss system,e.g.
TOP CHORDS dagond or X-bracing,is always required. See BCSI.
1-2
1/16
C
O-/I` care 2. Truss bracing must be designed by an engineer.For
4
wide truss spacing,individual lateral braces themselves
may require bracing,or alternative Tor I
_ p bracing should be considered.
rr
r
U O 3. Never exceed the design loading shown and never
O (=J stack materials on inadequately braced trusses.
'- ie ® 4. Provide copies of this truss design to the hulloing
For 4 x 2 orientation,locate 7 °� designer,erection supervisor, g
plates 0-'nal'from outside BOTTOM CHORDS ~ dl other interested parties. property owner and
edge of truss. 8 7 6 5 5. Cut members to bear tightly g y a gainst each other.
6. Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI I.
connector plates. THE LEFT.
7. Design assumes trusses wil be suitably protected from
*Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1.
software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber
shag not exceed 19%at time of fabrication.
PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for
ICC-ES Reports: use with fire retardant,preservative treated,or green lumber.
The fist dimension is the plate 10.Camber is a non-structural consideration and is the
4 x 4 width measured perpendicular
ESR-1311,ESR-I 352,ESRI 988 responsibifty of truss fabricator.General practice is to
to sots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection.
the length parallel to slots.
1 1.Plate type,size,orientation and location dimens ons
indicated arB mini num plating requirements.
LATERAL BRACING LOCATION
Soverem Pine lumber designations are as follow: 12.Lumber used shall be of the species and size,and
in all respects,equal to or better than that
Indicated by symbol shown and/or SW represents values as published specified.
by AWC in the 2005/2012 NDS
by text in the bracing section of the
SP represents ALSC approved/new values 13.Top chords Must be sheathed or pains provided at
output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design.
if indicated.
14.Bottom chords require lateral bracing at 10 ft,spacing,
BEARING or less,if no ceiling is installed,unless otherwise noted.
....."- 15.Connections not shown are the responsibllty of others.
Indicates location where bearings 16.Do not cut or after truss member or plate without
(supports)occur. Icons vary but — prior
reaction section indicates joint
2012 MTek®All Rights Reserved approval of an engineer.
number Where bearings occur. 17.Instal and load vertically unless indicated otherwise.
® Min size shown is for crushing only. 111111111111111
Mill:5 18.Use of green or treated lumber may pose unacceptable
environmental,health or performance risks.Consult with
Industry Standards: protect engineer before use.
ANSI/TPI1: National Design Specification for Metal 19.Review all pohions of this des gn(front,back,words
Plate Connected Wood Truss Construction.
and pictured before use,Renewing pictures done
DSB-89: Design Standard for Bracing. isnot sufficient.
BCSI: Building Component Safety Information, r'V1 ile k x, 20.Design assumes manufacture in accordance with
Guide to Good Practice for Handling, ANSI/TPI 1 ca,alty Criteria.
Installing&Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013