Plans (83) •
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS A DIMENSIMS)SUBMITTED BY TRUSS MFR
(0117075--PARR LUMBER-HI(JSBORO -Sigel lot 1 OW Avery C -- VERIFY VER(FY, OR - AGE)
Top chord 2x4 HF #2 tis9;=:!ig r(It1171;r1'7811Z1s=ho4==i'gna chord
as shoes below'
Sot.chord 2x4 HF A2
Webs 2x3 HF R2
M9. M10, Mil, M12, M13. M14, MIS, M10, 1817 2x4 HF 82, Provide temporary support during repairs or MOditlCatIons to trusses.
Trusses shall be Inspected by truss manufecturer or local betiding
(a) Continuous lateral restraint equally spaced on member. department after completton of repairs to assure compliance with
Alpine designs and specfications,
Deflection meets L/300 live and L/240 total load.
Creep irmrease factor for dead load is 1.50. (X) 3,5" long notch in top chord.
truss designed to support 1/0.0 top chore out lookers and cladding (S) 204 X 0'0" OF I #2 or' bettor scab. Attach scab to one (-aim, 1.5' below
load rirg: to exceed 3 PSE ono face and 24.0" span opposite facetop edge of chore, centered on notch. Attachh 100 box nails (0.128(03.0")
Top chord may he notched 1.6" deep x 3.5" wide 0 48" oc, along top at A' OCC, staggered to prevent splits. Do not notch scab.
edgeonly in the area above let in studs. DO NO1 OVERCUI. No knot,
or' otherlumber defects allowed within 12" of notcees. 00 001
notch in marked NAL lengths, or in ovoreang or heel (end) panels.
(X)
,!,, 11 1 1 1 •
7:i71 ii 1 1 '1
77': 11 1 119111 1 •
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: Z 1 IM14
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,
M 12-4-7
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.... „,,,, HIIIIjII III. . . . •• • . . • .",,, ,
,: i li i . .. . • " ' ' 0-4-7 I
:
1: 11 .III . . . , . •
V OR R WWRS
• "ri":03-W7',...0.H%,3.7:;07i-, ..1 .7.i.0"-/-MMF)..7%.-2;i7—,70.;,,M7/:%00.0.07,% ,%07,00.W" -:00M7,7i;'--::::N
--,
1-6-0
1... . 18-0-0 18-0-0
k36-0-0 Over Continuous Support H
R=126 PLF (.c4 PLF W.36-0-0
RL,7/-7 PLF
Note: All Plates Are 1.5X4 Except As Shown.
o
Design Crit: IRC2012/TPI-2007(STD) gaPROA),
PLT TYP. ITWBCG Wave FT/RTi,.2%(0%)/4(0) 16.01. r,
10 4 ! OR/-/1/-/-/R/- Scale =.1875"/Ft.
tqwutimicit•READ NM r MLA*ALL Notts OS MI5 MACK, 2, , TC LI.. 25.0 PSF REF R7175- 830
ITArt===.97ir"8
••11VOI(War• rismise NIS MeV..ni ALL...moss11.1ALLENS, CI : - 19575 4' 7 I
Ii1;. TC DL 10.0 PSF DATE 08/03/17
7.0 PSF DRW CAUSR7175 17215062
E22)
„ 11A4,.. ,----_INJ -• . - - - - . - - ,•
OREGON 1
..4 i BC LL 0.0 PSF CA-ENG GWH/GWH
1j...21,20.00 1 TOT.LD. 42.0 PSF SEON- 16365 REV
lzr..aar::.;::.;?,;.%'.=77;„-:;:::::=7.:`,„,7Zr::,r=7;11 '1'0 LD w.tk." 1------ ... _. ___...........
r.15,12UnSibt i Ity of the But 14,ny...net pee feiS,171 I See,. i DUR.FAC. 1.15 FROM BB
eitinimli —... —....
SurinniircitiieMli Renew56,30/2019 I SPACING 24.0" JREF- 1W3271757,06
Gable Stud Reinforcement Detail
ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or 100 Mph WInd Speed, 30' Mean Height,Partialty Enclosed, Exposure C, Kr) 2 1.00
C1r, 100 mph `And Speed, 30' Mean Height, Enclosed, Exposure D, Kz.t e COO
344 Brace (1) 1x4 'L' Brace * (1) 204 "L" Brace a (27 2x4 'V Brace H.Ci.) 006 'L." Brace* (01 206"L" Brace ** Bracing Group Spec.les and Grades,
Gable Vertical No
Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A,
.._,C ... _51,1ruce..Plnefir . Herr-Flr,
_1_) r....,....„,.... .. #1 / #2 4' 7' i 7' 1,0' W l' 9' S' 97' 11' 0' 11' 5* 14' )' 04' )' 14' 0' 14' V
E'1 #3 4' 4 7' 2' 7' 8' 9' 1' 9 10' 10' 11' 4' 14' V 14' 0' 14' 0' ., 14' 0' AB Stud 1 1, ofq. Is'i.auar-si
c: - 147s tud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0'
0 _•_____Standard 4' 4' 6' 2" 6' 7' 8' 0" EV 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' 0914.111R„..E.21.1:1,0M.51"1sOdthern Release
0 #1 4' 10' 7' II' 8' 2' 9' 4' 9' 5' 11' I' 11' 6' 14' 0' 1.4' 0' 14' 0' 14' 0' 3
................................................... r. 143
„_„.........................................
SP1---#2 4' 7 7 10' 8' I' —
9' 3 9' 7'
11' 0' 11' 5' 14' 0' 14' 0° 14' 0' 14' 0' — StRud
..........q:5#0R" 1 Stud
#3
4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' ......................
-- cuDFL
Stud 4' 6' 6' 6"
Standard 4' 4' 5' 9' 6' 11'
8' 7'
9' 2'
8' 2" 10' 11' 11' 4'
13' 0' 14' 0' 14' 0' 14' 0'
0 6' 1' 7' 7' 10' 4' 11' )'
11' 11' 12' 0' 14' 0' 14' 0'
Group 13,
U #1 / 92 5' 3' 8' 11' 9' 3' 10' 7' 11' CC 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir
......... .. SPE #3 f ... Tht..•
-i--' 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' V 14' 0' 14' 0'
1 #1
C- U HE Stud 5' 0' W 9' 9' 2' 10' 5' 10' 10" 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0'
CD 0 Standard 5' 0' 7' 6' '.. 8' V 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Boucles FA—Larch Southern Pines/AN
#1 5' 6' 9' 1' 9' 5' 10' 0' 11' 1' 12' 8° 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 1111111M111111111 el
> , SP #2 5' 3' 8' II' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' 110110111111111111 02
#3 5' I" , 7 1.1" 8 5' 10 6 IV 11' 12 V 13' 0' 14 0' 14' 0 14' 0 14' 0' 104 Braces shall be SIRII 1Stress-Rate4Board),
DEL.._ Stud 5' V 7 11' 8 5' II 6 10' 11' 12 6' 13' 0' 14 V' 14' 0' 14 0 14 V
, ...For 1344 So,Pine use only Industrial 55 or
Standard 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards,Group B
#1 / 42 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values 007 be used with these grades.
Ci . SPE #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes,
2
u HPStud 5' 6' 9' l' 11' 6• 11' 11. 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deFlection criterion is 4/240.
0 .,... tondard 5 6 8 8 9 3 11' 6' 11: 11 13' 8' 14 0 14' 0 14' 0 14' V 14 0 Provide uplift connections for 70 plf over
X #1 6' 0' 10' 0' 10' 4' II' 9' 10' 0' 14' V 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing C5 psi TC Dead Load).
05 , SP #2 3' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4'0'outtookers
43 5' 8' 9' E" 9' 9' 11' 6' 12' 0' 13' 9' 14' V 14' 0' 14' 0" 14' 0' 14' 0' with 00'overhang,or le plywood overhang.
-‘•-•-•"';'' (1 DEL Stud 5' 8' 9' 2' 99' 11' 6' 12' 0' IT 9' 14 14V 140
' 0° ......,...
' ' ' 14' 0' 14' 0'
Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6° 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0"
Symm r Attach'L'braces with 109 10228'03.0'min)nails.
About rt-
iable Truss aH 1 I .)tE For(1)(L'brace. space nails at 2"P.C.
Diagonal brace option.
,r!.l... In 18'*04 00000 and 4'0,0,between zones.
•AENIFor(03'L'braces, space nails at 3'o.t.
wTw :"--• 4..)
vertical length may be
Br/f::!! )1'
A when dl clonal,
. • : 'L':rLIapedc,,5'1.i,,.°It:id,rui.s1:t4'b'L:::::m.il n,6,i,,'mLu:I ko.i,N04,t'b."'.8„....10,x:Ar,41o8ifx'3'w 710 0 0'
brace is used, Connect .1.- member length.
I
diagonat brace for 385#
at each encl. Max web 77,2 lir Galate Vertical Plate Slzes
total length Is 1.V, ' :,,,,,,,, en th
l'Ir' -'-'
27 1
2x4 DF--1..412 or
better diagonal 7 — ---,H. Greater than 4'0',but
, w than II'GI
bracin single 1
Vertical length shown le' . 3X
or double cut Gs:ye:ter than II'12
In table above. ti-- ..1_ .Refer to common truss degl n for
0
AV 45' (as shown)at Li 71 1 ()TI a''''''Y*:'
id
0
..'Lr''''
/ / / / Ant1nuous'Bearing, / / / /
- Refer to the Building Designer far conditions
Connect diagondf at P-•. not addressed kly this detail.
midpoint of vertical web. Refer to chart above for n, OA v. rtkm& 1engIh. .
1c4---
NoWARAININts READ AND FOLIAR CAL NOTES CR THIS DRAWING! c0 GIN IRER ASCE7-10-GAB12030
WellIFTIRTANTais FURNISH THIS DRAWII46 TO ALL CHATRACTI3RS INCLUDING TIE INSIALLERS. .
(?' 't4 E' .,g, gy
Trusses yas',"extreme core In 10.1..0,hordtinp,shipping,Installing and bracing Refer to end , . 10575 r
,,, Ifatar,The latest edition of 8CRI Quilidirig COMpOnent Safety Infornatinh,by TF1 and SOCA)for'safety , • 17 MATE 10/01/14
Iproctices prior to perforning the.functions. lnstatteirs 0.0 provide tenparary bracing per KU , r r.
...,
..,
• !Unless noted otherwise,top chord shall Hove properly attached structural sheathing wird gotten chord, .• ,001' !DRWG Ala030ENC101014
cs,ishatt hove a groseriy attached rigid celltnig. Leong..who.for permanent iateral restraint of et. i • . . ..,111,-,,,,
, shall hove bracing lostotied por Kat sec...83,WI or SW,oS OPPRF.Se eloPiY Piotew to eacH fare , RaPi.. di.
0
/II pj -N-1,.....„ or truss oast position Wit shown above and.the Joint Data.,u..ws noted otherwise. ,'03/20 I 7 .
•
.
I Refer to...gas 10,2 for standard Ptate P.,,,Ar., . •
•
AN ITW COMPANY thisPdr!dwring,s'e7,y fffildrie-ea bun'tb=s7VV;(3*41/3,4rZngelsitcCirrerlar'''ican's'Ainr,8(69.,..,..-1 0opmpicti
, --, MAX. TOT. LD. 60 PSF
Instotiat.t*racing of trusses.
A*001 on'His brow.45 or cov14',pat4 tis.g tiis.tireitp,Indtr offorff000f of Prof f*moo., ,
• 17,6, 'en.TO,
rd
ity and use of this drawing ,
. ,
.rigtMacture H trl=c4sdblety trte WHIN Designer,per-AN-WM 1 Soc.R., ,
•
• 'r 0 L 0 .
13380,,..earni Do. ..•
7,11'OW,70 010.19 For nor.Rearm-bon see this Job's general notes poge and these Red stem ,
, MAX, SPACING 24.0'
ALP.,rwatapinerew.conJ TOD www.tpinet.orgi Mai sonsalecindustry.org,WO weal...Hwang •
•
.
---* MeseefadaROSIRS•
C.:3a :le Detail
�(''I!'I for Let---in Verticals Gable Truss Plate Sizes
AWout`3'„ "I" Refer to appropriate Alpine
minimum platy sizes for verticalpb studs.rifor
.'.\--,,,,,s,,,,,,,,,,,,,,,
„\\ +°Refer to Engineered truss design for peak,
/:�z, \ .,\\ splice, web,and heel plates.
` CCIf gable vertical plates overlap,use a
\ "� single elate that covers the total area of
the overlapped plates to span the web,
sz4_r-D.
•
///1/
,
Lr nine • �; i'J Example, 2X4
\. 2X4 /2X8
.�,� '� 'T' Reinforcement Attachment Detail
'T'RMnmbeinfovrrcing 'T”Reinforcing
D . X 1_�"�
Member
` �7 Tae...nai(. 17 End- I1
, ___ILI"'-''''
_ :241
(-4-...) C+. To convert from ^L' to 'T' reinforcing members,
Provide connections for uplift specified on the engineered truss design, multiply 'T" Increase by length (based on
appropriate Alpine gable detail).
Attach each 'T'reinforcing member with
End Driven Nails. Maximum allowable "T' reinforced gable vertical
10d Common<0.148`o 3.'..nln) Nails at 4" o.c.plus Length Is 14' from top to bottom chord,
(4)Halts In the top and bottom chords, 'T' reinforcing member material must match size,
Rigid Sheth g Toenalied Rats specie, and grade of the 'L' reinforcing member.
..... 10d moon (0(.4E1°x3',wen) Toenails at 9' of plus
M 4 Nails ),1 t1 (4)toenails in the top and bottom chords. Web Length Increase w/ "T" Brace
'T' Reinf, °T"
T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size increase
Reinforcing wind load,
Member 2x4 30
ASCE 7-OS Gable Detail ➢ravings fxnmple, 2x6 20 /
473015051014, 412015051014, 411015050014,430015051014,41401505(014, ASCE t-10 Wind Speed = 120 mph
Gable 41303005101.4, A120300 5101.4, A11130051014,4(00300510.(4,81403005101.4
Nails Mean Roof Height = 30 ft. Kzt =1.,40
Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical ,• 24'o,c, SP 83
4 a'c' A11515ENC103014, Ai2015ENC101014,A14015ENC1A1014,A16015ENC101014, 'T' Reinforcing Member Size=2x4
A1A015CNC1A10i4, Ait0015ENC101014,A2001i1FiN010101.4,A20415PED101A14, 'T" $race Increase (from Above)= 30% = 1,30
A11530ENC101014, A12030ENC101014,AI4030ENC101014,416030ENC10t014, (ii 2x4 '1.' Dr•ac:e length _ 8' 7'
iA10030ENG101014, A2U030ENC101014,820030EN➢101014,A20030PED101014 Maximum 'T" Reinforced Gable Vertical Length
1,30 x 8' 7' = 11' 2'
Sec appropriate Alpine gable detail for maximum unrelnl'oroed gable vertical length._...._.__.__._...._....
`I 4 Neils tt i
ali Ceiling
0°)PROFESS
A
FNIHS AND T°LALL TCTRTHIS ` J4 „Gill ..,. VREF LET-IN
VERTveINRIRTNM1a URSHTIWANINO ALL ISNRAES INCLUDINGTHE MSTALLdi3, C/ 19575 �'
for„was r�iaa. .fesr®wc B« snppMrnr AAofad ° DATE 10/01/14'l' S a,t C o pereormtne these :tI *hal pro,.t npoenry Waning par PfSI'
Ct le .d therwide,top chord h a n propertyattached structural sheathhq and bottom chord R�� l
e. hal h y attached riga ceiling, Locations shown i permanent lateral restraint of webs I ." DRWG GBLLETIN1014
._r..i) �1 \I� foie h bracing n..lluntaeA•dihu n RCS]
Con tYhi Joint BM
anus, 1 b. Apply plates to each fad 3120 7
/ In unless e. A athar.ites GI
ia)vn/cq(1yc-,rtQ
Refer to drp»gs 160A-{for standard plots positions.
an devlatbn franc Y• QV/`^J/'+N
Al.lee,o dlWwMn nP[iV 1A,IIaIn Co F Mvt pe Pro,sbla fiar
AN ITW COMPANY r U n+nnents crpv 1 lac.,ra.nli raw
this drvaing,any Yng of to sse tha truss In soave-mnnCa with RNSCI ff'I 4,or Far hanWlnB•A�PPInB• 6a 20 iB90
inwwua'twn a brar:ing of traswa 9 MAX, TG7. LD, 60 PSE
A seal on this drawhB or cover idtI g this drawing.M.icntas acceptance of professbnatCPIs
..........• .
engineering
ming responsibility
e poo y) seedy for destBn Shawn. The.suitability and use of this a-wing 0LD W••�� DUP. FAC, ANY
�uC.La.e:rori Jrv,� -_responsMtty oil the#,Ruing LeAg.er per ANSI/Tpl I Sec.2, _
[2,!h f.ily.M..G;;G15 nor more Infernatlon this fob's general notes page and these Heb hies. Renews 8!30/2019 7
ALPINE.see.uininerteconi'in:w rtolnsterg,SHUN weesbcinalustr'y.orm ICC,envek'csafe,org MAX. SPACING c.4,Q"
ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure, C
Common Residential Gable End Wind Bracing Requirements - SLI coot's
120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required
100 mph, 30Ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or
100 mph, 30ft. Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'G' to 7'6' in length
Kzt = 1,00, Wind IC DL=5,0 psf, Wind BC DL=5,0 psf. provide a 2x6 stiffback at mid-height and brace stiffback
to roof diaphragm every 6'0' (see detail below or
Lateral chord bracing requirements reFer to DRWG A12030ENC101014),
Top, Continuous roof sheathing
Bot Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max,
provide a ax6 stiffback at mid-height and brace
See Engineer's seated design referencing this detail to roof diaphragm every 4'0' (see detail below or
for lumber, plates, and other information not shown refer to DRWG A12030ENC101014),
on this detail,
X Optional ax C--reinforcement attached
Nails, 10d box or gun (0.128'x3',min) nails, to stiffback with 10d box or gun
(0.128 x 3', min.) nails @ 6' o,c.
I
i
nailed to li
45° sheathing and --E..- iim• maxi Hail--
each truss cr.yo ,1 i .,
H /
. .
,
2X4 DE-1., #2
H/2 or better
diagonal brace. 1 I [-I'''''
Attach each end lt I ',.D'2------
for 560#, I
'''',-.1-'-'1Q(--,,,‘
0 0 CI 0 [JJ 0 In
u .._
1 0 0- .
L1 'rt.;:11
/ / / / //ontinuous Beritng/ / / / / / /
/
—2x6 #2 Stiffback
attached to each
Stud w/ (4) 10d box or gun (0,123' X 3°, min.) nails, 09 P R or
'.,s.
READ AND FILLDV ,.%.3 i N A. C,
INNARNINCiee ALL NOTES ON TICS DRAWING 0 - REF GE WHALER
esellIPPIZTANTee FURNISH THIS DRAVIND Ti MA-CONTRACTERS INCLUDING TNE INSTALLERS. 19675 4o Iii7
Trusses require extreme core In folpIcating,handling,shipping,installing and bracing, Refer to and ,
follow the latest edition of SCSI iaullaing Component Safety Information,by Tea and MA)for sofety r, DATE 10/01/14
PracWes prior to performing,plese funcnons. 1nm:tatters sm.pro...temporary broce,g per Dux. 40110
Unless noted otherwise.,top chord shag have properly attached structural sheathing and bottom chord - ,,,,,,..!„. DRWG GABRST101014
,,,..,.'., -t-,.,„ .,,, shall hove a property attached eV celline, Locations shown for permanent lateral restraint of Too. ' „. _
1.6 [F11 Nii_, -
ntt:x.rd-rz,t,,,,:z=N„.„.,11°;':;T.,?,;,!,'„g ra:,!=t,..ra.,P.t1,7 to th 0. 13.20 7
,,,. , Refer to drarangs l60A-Z for standard plate positions, 0 08Frf/99N
."--.7 "''''''' • - — •AL I di i Ion f ITW&JUNI C t•C I • shalt t le ibl f de 4,1 P ...1
AN ITW COMPANY tNsP;:ang,van fa'eure to bulit?thrtZLIIgn"forZhce witWANST/Titrn'r f'or°;on'ClIg,'shipX:0:""' 1 ..1 OP •
installation I.OrYating of trusse eit. '''290 ' t,f MAX, TOT, L.D. 60 PSF
A sena on this drawing or cover pap,Ilerting thls droving.Irailcates acceptant.of professional 0 I.Dm.r ...._.............._.......................................................
engineering resporstbeity steely for,the design shown, The stttalellity and use of'ins drawing
for any wteNcture Is the responsiblitY of the IhAdIng Desfie‘er Per ANSI/TRI I toy,?,
Eaftr,C ay 3c Renews 0,30/200 9 IMAX. SPACING
1 ALRIRE'www.IPheits,foni fRi.ewetPinst,orgi SHCA,wwwsbcIndustryorg,ICD weekcsafe,org
C .R Reinforcing vember Substitution
T Reinf orcement
This detail is to be used when a Continuous I...ateral Restraint (CL Or' T-Reinf, ''s,, i',..„
is specified on a truss design but an alternative web L-Reinforcement or ,
reinforcement method is desired, L-Reinf, ',1,
Apply to either side of web narrow face.
At with 10d <0.128'x3.0',mirg nails 40°1
at 6' o.c. Reinforcing member is
410 7
Notes, a minimum 80% of web
member length.
1, 71°
This detail is only applicable for changing the specified CLR 7
shown on single ply sealed designs to if-reinforcement or
L-reinforecement or scab reinforcement,
# 7/
-rural
Alternative reinforcement specified in chart below may be conservative. [ FINA —-111
NMI
For minimum alternative reinforcement, re-run design with appropriate NMI
reinforcement type. H
L-Reinf,
Web Member Specified Cl...R Alternative Reinforecement
R
le
Size Restraint T- or L- Reinf, Scab Reinf. Scaeinforcement
2x3 or 254 1 row 254 1-2x4 Apply scab(s) to wide face of web.
2x3 or 2x4 A rows 2x6 2-2x4 No more than <0 scab per face,
Attach with 106 (0,128`x3,0',Iiin) nails
Act 1 row 2x4 1-2x6 at 6' ci.c. Reinforcing member is a •
Act 2 rows 2x6 2-2x400 minimum 80% of web member length,
Axe 1 row 2x6 1-2x8
2x8 A rows 2x6 2-2x600
Scab Reinf,
T-reinforcement, L--reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design. * I
(140 Center scab on wide face of web. Apply (1) scab to each
face of web,
MUM
0RP Op,
A. %
toMEARtOHOwie READ AND FOLLOW ALL NOTES OW THIS BRAVOES Ci 01AilE.... 0
sellPoRTANTes FUNISH THIS DRAVIND TO AU.CONTRACTORS YNCLUDING IRE OISTALLERt 6' t" TC LL PSF REF LR Subst,
" 19575 4' 'la
cc HE 7Z1=7:4,1gi'7..'ar,:t7,4, Vic,„n,.,tr,VIritcAn,7 ,, .' , r TC DL PSF DATE 10/01/14
practices prior to performing those fiance... Instaiiers shah provide twmporary nrodng{urr,BM. , Aor
, Uniews noted otherelee,top chord shag have property attached wtructwral sheathing we bottom c:hord BC DL PSF' DRWG BRCLBSUB1014
, e. shall hove a properly at-tech.rigid ceiling. Locations shown For pernoneht toterat restraint of'yobs RAP ''...+0.'
ZA- 1 E.DY1 Iss`,,,,, ill'----' :M=titt*,'„7.11Vo7,*4'!'.2:i:ffve7,nro7 ,17oZ 11=TfettteiMre!«ire ''''''''."' 0 03;20 7 BC' L.L. PSF
,,..___, ..,j j. -„,,j.1......:., Refer to drawings 160A,for Standard plate positions,
0615#91*
AN ITW COMPANY thrra, ;r4LiF„A:A=g':"'t`gM'In`Q= g".'r,x,m7r;„,-%-x,,14.,v,,,-g;',— 'r GI .., TIM LD. ALF
ir.tatiolloni6 brscing of thusse r ..10 1146
A meal on this dooming or cover page Usti,thhs drawing,ineRcates acceptance of professional 4'o'4 I ' 0-
englheering regoonsUtty solely for the Reshot shown, Tire,ttomety tred v.of this drawing ....D ..,,,,• DUR. FAC.
ear any structtwee Is •Vse responsdbEity of the DoliwIng Deftner per ANSI/TPI 1 Swc2.
EIMIZVEIZT5' For more information sae this Jab'a general notes page ord there web sttswi
SIXIduelry.OhRJ MCwww.tcpsofe,ong Renews 51301200 9 SPACING
ALPINE,wwestotheltwgioni Teli swetpinstergi MN wwwi ,
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