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481
All tip I I ! 11 Al;i 011 411111 Ifif I 101 29f 5
48 81 47 A 44
LUMBER SMALL RE OF MINIMUM GRADE A SPECIE FOR TRUSS SPANS AS NOTED
BELOW. 16 ijolas Fir may be tubtfilulad whole MOM -Fir ill soecilted.)
—
1 114.0ontinuous Lateral Bracing as s1hown
NOTES,
CHORD (INS. S, S
SEL, STA No. 1, No. 2
Co SELISTR. No. No, CONST.
Tin
24001 2100f 18001 16601 15001
1, All bfiii:lng. temporary and permanent. to resist,
SIZE DOUG, FIR
DOUG FIR DOUG FIR DOUG, FIR
HEM -0 M.FIR HE
DOUVF R HEM -FIR MEM -01A HEM-FIRI
MSO M n MSR MSA MSR
LL*,Qj#, ON HOOF = 234`00 PSF
OL GN CEILING' z
lateral forces to be designed and 'puavidrid by
To!, C 1100
[BOTTOM
48' Fill
-71 �15
'341
to
others.
59'11"
i (i I S m 37' 0 1 JI,
ma 14, 1 1 7 P it I is 1,
t A I- 7TS A 41 1 1
Mol P" 71 r r, It h" 35 1 IF
AXIAL I STRESS ONLY
2. Design a3sUmas lateral bracing almaximurn 3: -0'
CHO
LOAD DURATION INCREASE c'!.?S
R- 4 x 4, 5
ox, Top Chord and 12' 4' Bottom Chord uhless
.j it A
481
All tip I I ! 11 Al;i 011 411111 Ifif I 101 29f 5
48 81 47 A 44
otherwise specified.
AEA PoEmaws 2,4 STANDARD OR STUD GRADE HEM -FIR. 24 a2 HEM -Fin OR AS NOTED ON DESIGN
1 114.0ontinuous Lateral Bracing as s1hown
SPAN jr UAI am SPACED ;),Ij.o" O.C.
2x6 TC R-5.6 x 6 to 400-0"
4W PITCH, iiiiii, CONFIGURATION
R-4.6 x 6 to,361
,
LL*,Qj#, ON HOOF = 234`00 PSF
OL GN CEILING' z
W, TIC R-4.1 8 x 6
TOTAL DESIGN LOAD ; 33. (Irloi SF
2.0 11C R-4, (i 'x 74
to
S PSF CEILING REnUCTION TAKEN,..
N A.4'sxis
to, 441,010
AXIAL I STRESS ONLY
R- 4:x 6
to 361-11"
LOAD DURATION INCREASE c'!.?S
R- 4 x 4, 5
to 30i-011
2-0 TIC 114- 4 x 6
to 401-4'i
P15 a
'MAXIMUM TRUSS HEHHER.FORCES
R- 4 x4,5 to 361-8"
,
3.2"1 oi- ILI? R, -3,2x4,,5 to 20'-01'
�
INT SPLICE DETAIL
PA I NEL PO
A 1-3196 H, .1 301? W I I??
T Z m;449 H 1017 H"? -109h
Iz
ALT. SPLICE
w 3 821
.2x6 TIC A- 4 x 15, to 4811-8
REACTION z 1463
4
R x 4.5 to 3,61-0ll
rip
2x4 TC R-2, 4' x 6 to 491-211
:R-2. 4 x 4_5 to 361-8!'
2.x, Spans over 401-0"
R-2. 40 3614"
rj�'Ft��
3vadih6 Required
, �,,-.Do J.
palls Over MATCH T.C.
12 L/20=
HEM FIR 0OIIG FIR
R-3.PX7,5 TO 480 8ol R -11 2X7.5 TO 481 A-
0 TO 431II0N Rm?�491.5 TO 461 0
SPOCE
'11-118 x 3 R -P.,4)(7.5 TO 11I It 10 R-;)4Xh. 0 TO 371 a
� t
If 8 x 7.5 to 40'-611_:ALT SPLICE, R -2.4X6.0 TO 341 6" R"?1.04 ;S TO, ?81 A
11-4, 8 x 6 to 361-811 R-tl. 2 x, 6 to 4-81-8" R-.0.4)(4 TO no ?" RI.P44)(1:0 TO 1911
114 4XG 0 i all
NoO SPIACE to
"I
11-2. .1 x 7. 5 to 48`8 ig w
11-2, -1 x 6 to 361-61', W7 SPAN To 4
DEPARTMENT CAMBER,T0 L/600
qi
ROVED
Symmetrical Abqut Centerline:AP,
-10 -Is- AA0011) 4/4 nONEL13AMIcinip. CCINNECTQJI$� 6900 Series Indidilludby'll pi(Ililin)rife ol POSITIONING i Plater. Shall be located on both
"CI'S buss
4 RONEL.BARBGR
FILE NO.a T IP'S TEM
OAT0t; rhoolidoLl ('20,0411100 tilt osil illholwis I owd) Sliffix"a Shall Iju placed so RIal rpniorlineg I
16 I8ga,13N`so(io% Imalivirry Ifuid levy ill jauthpiul hofjps deillolliOds uilloss Otherwise noted 3.11411-C, 0 P i* y
REP. 0,4 DES. 6Y• yir' CK. OVi jildICA10 - IIIXTC IN INCHF%, for Basic Detur - I C 110 —R.F A
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