Plans (32) .•
I'at-' 2 0-1.:, MAX MEMiaEF F,a1=CEti ,;;IP.'77t,7,C.1-1.H:
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1,EQUIREMEll ..::-F I iat; _I'til:, ..,,N,..; 4'C ,.., , L,E-INt, 1,1AT. BEAFT NZ: MAX VERT Mi,..`,. Ht.A.a., it...; RE,2,..ti RED E,a AI,EA
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BOTTOM CHC.PD CHECKED F'..,1,Z 1 a PSF- LI VE 1,...,A[a. t,-)P
AND EV:at Tr...a.1 CHaY.,,F) .11E‘7F: 11,A.D!'. ACT NON-C..NC UARFTLY. :,/ :q ..,..
19 (9 6-91 3 [..aN . : D,aui-1 ,he,ked frar neti-t. T , -Al ''
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REPAIR:MODIFY THE BOTTOM CHORD PROFILE
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: AS SHOWN BY REMOVING 10"OF FURRING
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---------1 --* CAREFULLY REMOVE PLATES SHOWN IN H.APPLY A 2 X 4 DF NO.2 SCAB\\ !1 „.„.
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TO EACH END.
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-, 7 OREGON
1 WARNINGS: GENERAL NOTES, eqless eit4lwise nozad. 1,,,, 47', Nt.
i 1 Buhl,ano...an contractoE AveLad tae advisea of a:I Genera'Nate, 1 this..,,,an,a t.sed only 4..bra tt.a...mete:5.0ml anc.fo:an ihdIvidua: :
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'0 I.' 14 2-C>
Truss: D3 i and Warren13.=before conseucton coneeences ouil-,:mg han'thaneh Ap4ioebdity of design perameter5 and pro,er
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ilterr.orator,of bomponent.the,esponeitqW of Ihe bead,no ea.,,onei i
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compressaon web txab,ng re,a,be.,nA.,,ed where s,o,,n. . R1
2 De,ignaesumes the toe end 1,,,,,thoras to te late,aay b:,,,e,./at :
:
a Additlanal ternpara,raao,ng o Ins.'s,katilty duri,,,,,co”e'tructbn : 174 .1:?RitA-
-.2.0 a a.at l'a-b b res,ecavel-,unless braced throughbel C.-1,length ay 1
.U.,es.c.nallAt,.&the elector Adtetior,a1 parmanent blacing of .
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b,,,,,,ous,heai,,,aur.,a,4awood theath..14TC)arld,,,dfywat,,P.C) l
1 the averall st5uctur,.the,re..r.on,ai,,,y af he thhing desgner a "2.,Impart heagtha of latera,rac.ng 4qkared whete shown-.•e .
:
.
eorepeeent enh after eti hrecerh ahl 4 Insta.lialla,of!rues.the reabont.444 of the respective bontracto! :
fastener,afe hereplete a,.at eo trte shnuld any k.ac,..a.a,e,v-,en .a Da.*as,unes tr.s4s are to be aaed,a a non.corros:ve etwironment :
•
EXPIRES: 12/3112017
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TRANS ID: LINK I cesep heha N..appi.ee to ane con,onert and an,for t.r.,bor..,o,use :
:. Deav,as,anea ful:beerf,at all euppc,ta showl-,arm,c,,,edge a :
I f, C-prep,T,4,nae eo ann.oyer and assume,r.lespenebiny fo,t, . May 31,2017
neaessa,), .••
1 labhbetran,handano,eitpreent a.,statiato,af:-.,,,,nom,te .•'
Dew,ass...,s ade..ate dr4nage,pn,ideb, :
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1 a tt.ce.an le,a..s,ed suh,ect to the,roitatrans,at foq,by e P.,et shal,be:ob.,.,..r,bath faces Gf mi.and placed se hea cen,ef .
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I:nea ao,,,,mete ehet cheer lehs :
9 phi,hhecate s.ee.of plate In oches '
1 Nal rea USA Inc,C-a,t1;utrus Setwa,e 6 8,1t..-7- if,Foe p.i.,conoccaor pt.:0,egn vahes aee ESR.,311 refe.aeuse im,Tek, ,••
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Symbols Numbering System ' a General Safety Notes ,
PLATE LOCATION AND ORIENTATION
1 3P" Center plate on joint unless x.y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property
4 offsets are indicated. (Drawings not to scale? Damage or Personal Injury
Dimensions are in ft-in-sixteenths.
NIL. Apply plates to both sides of truss
and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g.
TOP CHORDS diagonal or X-bracing,is always required. See SCSI.
0-118" OMMEIIEMIIIIIINIIIIIIIIIIIIIEEEIIIIIIIIIIIIIII. ( 2 Truss bracing must be designed by an engineer.For
_ p WEBS
4 ,vlitruss spacing,Individual lateral braces themselves
111111 .
_� 1 ay require bracing,ordered tive Tor I
Q bracing should be considered.
S X
141111p �} 3. Never exceed the design loading shown and never
Ct- /1stack materials on inadequately braced trusses.
O
{} 4 Provide copies of this to ss design to the building
poiFor 4 x 2 orientation,locate c7 s c'' Cs•s H designer.erection supervisor,property owner and
plates 0 ',G'from outside BOTTOM CHORDS all other interested parties.
edge of truss. 8 7 6 5 5. Cut members to bear tightly against 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 ANSIITPI 1.
connector plates. THE LEFT.
7. Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIfTPI 1.
``Plate location details available in MiTek 20120 NUMBERS/LETTERS.or upon request. 8. Unless otherwise noted,moisture content of lumber
shall 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 first dimension is the plate 10.Camber is a non-structural consideration and is the
4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to
to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection.
the length parallel to slots.
11.Plate type,size,orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION
12.Lumber used shall be of the species and size,and
Southern Pine lumber designations are as follows: in all respects,equal to or better than that
/'� Indicated by symbol shown and/or SYP represents values as published specified.
by text in the bracing section of the byp eAsenC in the appy ve12 NDS
SP represents ALSC approved,new values 13.Top chords must be sheathed or purlins 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 responsibility of others.
Indicates location where bearings 16 Do not cut or alter truss member or plate without prior
approval of an
(supports)occur. Icons vary but O 2012 MiTek®All Rights Reservedengineer.
#11.111111* reaction section indicates joint
i III IIII III III number where bearings occur. 17.Install and load vertically unless indicated otherwise.
Min size shown is for crushing only. MIN al
1.-_-:-....-4 #
project engineer before use., 18.Use of green or treated lumber may pose unacceptable
environmental,health or performance risks.Consult with
Industry Standards:
ANSItTPl1: National Design Specification for Metal MI19.Review all portions of this design(front,back,words
Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone
DSB-89: Design Standard for Bracing. M is
is not sufficient.
BCSI: Building Component Safety Information, 20. n Desigassumes manufacture in accordance with
Guide to Good Practice for Handling. 1 Te k Design PI 1 Quality Criteria.
Installing&Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet MI1-7473 rev.01/29/2013