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28 t -6m
PLYWOOD ROOF
(o
Lo
SHEATHING
2x RAFTERS
_j F_ L)
L.Ji
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PER PLAN
z (/I
L.Li
Ld t z
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LLJ Cq LL_
E.N. 2x BLOCKJNG
w/SIMPSON A35
STONE VENEER
z
0 24' O.C.
-PER ARCH
+ E.N.
2x TIES
w/2 -16d
EA. END STEEL BEAM PER PLAN
w/3x NAILER wl 1/2-0
TS6x6
TYP 6 r3 TYP 24" 0 x 4'-0" DEEP
STUD BOLTS 0 24" O.C.
FOOTING
4x FASCIA
TYP
17
13
SHEAR TRANSFER
BUS STOP SHELTER FOUNuAin
—ON PLAN
N.T.S.
CDX PLYWOOD
wl 10d 0
6 " o/c E.N.,
SIMPSON ST22
TYP 6* o/c B.N.,
12* o/c F.N.
@ 48" O.C.
48 CONT. FASCIA
ri
2x RIDGE BD
E.N.
SIMPSON A35 EA.
Q
0�,6
W6x9 0�
PLWD ROOF SIDE
lz
c*4
SHEATHING
SIMPSON
HRC22 TYP_ 2x8 RIDGE BOARD
M2
2xRAFTERS
INVERTED 12+
HHUS HANGER
(TYP.)
lz L!j
48 CONT. FASCIA
7 TYP TYP
TYP
4 Typ
18
14
RIDGE FRAMING
10
BUS STOP SHELTER ROOF FRAMING PLAN
2
WDRES-012
N.T.S.
STEEL COL
SEE PLAN
STEEL BEAM 3/16
3—#3 TIES 0 Y O.C. 13 TIES 0 12" O.C.
PER PLAN
AT TOP
END CONDITION owl
WHERE OCCURS
lj
71 Ti, --.ur--Tr
m
1/4 STIFFR
EA SIDE
J..
nb
4—#5 VERT
1 1/2-
3/16 5/8*x FLG WIDTH -
1/4 V TYP
RG R. wl (4) 31e 0
A um wn . . . . . . . . . .
BOLTS
4'
L/
1
1/2' THK PLATE CLf%
STEEL COLUMN
12" x 12" wA4) 5/8'0
SEE PLAN 1 1/2
A.B. x 9" MIN EMBED
I f TYP
7
CONC TO BE
rc = 3000 psi
19
15
STEEL BEAM TO STEEL COLUMN
N.T.S.
STFRM-01 7
7
POLE FTG
1/2 l' -o"
3
FNGEN-46
PLYWOOD ROOF
SHEATHING
1 1/2"� 1/2
6x6
W BEAM PER PLAN
2-3/4 -BPI
0 M.B. I
1 1/2a 1 1/2*
4
2-5/8*0 M. B.'s
3 SIDES
2 1/4
E.N.
y
2x4 EA..SIDE
1/4# GUSSET PLATE
TYP
STEEL BEAM PER PLAN INVERTED
w/3x NAILER w/ 1/2"0 HHUS HGR
STUD BOLTS 0 241, O.C. 4x FASCIA
W BEAM PER PLAN
20
16
12
TRUSS DETAIL
N.T.S.
8
BM TO BM CONN - ONE SIDE
N.T.S.
4
STFRM-027
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PROJECT NO:
14705
DATE:
12/05/05
SHEET:
SVN04016.0
SD4
(o
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L.Ji
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z (/I
L.Li
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> (00
LLJ Cq LL_
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Ljj
z
PROJECT NO:
14705
DATE:
12/05/05
SHEET:
SVN04016.0
SD4