HomeMy WebLinkAbout73ROOFING, WOOD DECK,
SEE ARCH SEE PLAN
9 SECTION
SCALE: 3/4" = 1'-0"
'RECAST
PANEL
10 SECTION
SCALE: 3/4" = 1'-0"
COPYRIGHT Aspen Group, Inc. �� 2009
1_445/16 @ 4'-0" O.C. MAS
(ALIGN W/ C6x8.2)
19-W-4 (1
BAR GRA
14
SEE PLAN
WOOD DECK,
SEE PLAN
SEE ARCH
6x10 CONT
(RIPPED TO SLOPE)
5/8" ANCHOR BOLTS -
@ 1'-6" O.C. BY
PRECASTER
SEE PLAN
T/TUBE
JOIST GIRDER,
SEE PLAN
SECTION
SCALE: 1/2" = 1'-0"
SEE ARCH
ROOF I
SEE Af
9 3/4" PRECAST
WALL PANEL
7 SECTION
SCALE: 3/4" = 1'-0"
SEE PLAN
I
JOIST,
SEE PLAN
SEE PLAN
T/STEEL
JOIST, —
SEE PLAN
;K,
JOIST GIRDER,
SEE PLAN
HSS2 1/2x2 1/2x3/16
BETWEEN TUBES
(TYP)
METAL DECK,
SEE PLAN
N W
ti U)
0
1 FROM
2" PLATE//
3/16
3/16
STABILIZER PLATE (VERIFY —
THICKNESS REQUIRED WITH
JOIST GIRDER SUPPLIER). DO
NOT WELD JOIST GIRDER TO
STABILIZER PLATE.
ROOFING,
SEE ARCH
SEE ARCH
EMBED PL,
BY PRECASTER
8"
TYP
1/4
9 3/4" PRECAST
WALL PANEL
A.
SECTION
SCALE: 3/4" = 1'-0"
ROOFING,
SEE ARCH
TUBE,
SEE PLAN
L4x4x5/16
CONT
BASE PL
C�
u
U
2 U)
W
c= Y
z p U
OQ
Ld
O cr a
Q� (D
d cV W
z Q
m
ANCHOR BOLTS
DIA =H
MIN
C C FOR ANCHOR BOLTS
(6 TOTAL)
I I
CENTERLINE COLUMN
III AND BASEPLATE
STEEL COLUMN
SEE PLAN
COLUMN SIZE
SECTION
W18
A
13"
B
6 1/2"
C
4 1/2"
D
20"
E
101,
F
5"
G
1 1/4"
H
1"
J
5 1/2"
K
12"
L
1 5/16"
III
EL TOP/PIER
OR FOOTING
O
Y z
1 COLUMN BASE PLATE
N.T.S.
SEE PLAN FOR
SERVICE LOAD PER JOIST
BASKETBALL GOAL
PIPE SUPPORTS (3)
PLACES, BY OTHERS
JOIST,
SEE PLAN
JOISTS TO BE DESIGNED FOR
ADD'L 0.5K BOTTOM CHORD/
LOAD (3) PLACES
L5x5x3/8x CONT
W/ 3/8" STIFF PL,
EACH JOIST
SEE ARCH
T/PARAPET
i
SEE PLAN
T/STEEL
EMBED PL 5" x 8"
@ Z-6" O.C., BY
PRECASTER
NOTE: PRECAST PANEL TO BE
DESIGNED FOR 500 PLF MIN
SHEAR LOAD
9 3/4" PRECAST
SEE ARCH SEE ARCH SEE ARCH _- WALL PANEL
+117'-8"_ _ _ - - - - ---
- - - - -
Existing Roof T/Steel
METAL DECK,
SEE PLAN
ROOFING,
SEE ARCH
ANGLE LACING,
SEE PLAN
JOIST,
SEE PLAN
2 SECTION
SCALE: 3/4" = 1'-0"
BEAM, —
SEE PLAN
HSS2 1/2x2 1/2x3/16
BETWEEN JOIST (TYP)
EMBED PL BY
PRECASTER
_ SEE PLAN
T/STEEL
SEE ARCH
T/PARAPET
EMBEDDED L4x4x5/16
CONT (HEADED STUDS
BY PRECASTER)
9 3/4" PRECAST
WALL PANEL
PRECAST WALL TO BE
DESIGNED FOR 250PIf OUT -
OF -PLANE WIND/SEISMIC
LOAD ROOFING,
SEE ARCH
JOIST,
SEE PLAN
FMETAL DECK,
SEE PLAN
SEE ARCH
I I
TUBE HANGER,
SEE PLAN
I I
RAILING,
SEE ARCH
19-W-4 (1"x3/16")
BAR GRATING
SEE PLAN
T/TUBE o
I O
C6x8.2 @ 4'-0" O.C. MAX
TUBE,
SEE PLAN
8
SECTION
5
SECTION
3
SECTION
SHEET:
S-506
SCALE: 3/4" = 1'-0"
LEI PROJECT #: 0954
SCALE: 1/2" = 1'-0"
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