HomeMy WebLinkAbout1334.97.10STEEL BAR
SEE STRUCT.
4" CONCRETE SLAB
2" RIGID INSUL.
0 PERIM. EXTEND
DOWN TO TOP OF
FOOTING (TYP.) -'
+15' -4"
FILL BLOCK CORES
WITH FOAM INSUL.
(TYPICAL)
NOTE: THESE NOTES ARE TYF
UNLESS NOTE
8" P'CAST, P'STRESSED CONC, LINTEL
OR W16X36 STEEL BEAM w/
8 "x 3/8" STL. PLATE (TYPICAL)
9'x 10' STEEL OVERHD. DOCR
SEE A -1
4" CONCRETE APRON
2' -0" - SLOPE FROM BLDG.
[mmolu
SECTION 4
8" CONCRETE BLOCK
WITH HORIZ. REINFORCEMENT
0 16" O.C. VERT.
SECTION 3
SCALE 3/40 - f' -0"
'OOF BY BUTLER
QUAL
R MEMBRANE ROOF
ID INSUL. BOARD
STEEL BAR JOIST
SEE STRUCT. SHEET
S. CLG. 0 9' +/-
TENANT FINISH - NOT IN 'BASE' CONTRACT
FOAM
TO 9' -0" + / -,
REHOUSE AREAS
,N
(CRETE SLAB
q
TOP MAS. 0 +20' -4"
BEAR'G. 0 + 18' -0"
SPLIT -FACE & SCORED BLOCK -
SEE FLOOR PLAN & ELEVATIONS
FOR SIZES & LOCATIONS.
ALL BLOCK TO BE FILLED, PRIMED
AND PAINTED.
BLOCK OPNG.0 +8' -C
CAULK AS REQUIRED -
TYPICAL FOR OPENINGS
INTERMEDIATE MULLION 0 2' -8"
SLAB +0' -0"
PREFIN. ALUM. COPING - TO MATCH
METAL ROOFING - TYPICAL FOR 3 SIDES
2 - 2x WD. PLATES - ANCHOR TO BLOCK
STEEL JOISTS - SEE FRAMING PLAN
P.C. LINTEL -
PROVIDE W16x48 STEEL BEAM OVER WINDOWS
EXCEEDING 15' SPAN - SEE STRUCTURAL PLAN
'CUT' BLOCK AS
8 "x 3/8" CONTIN
5/8" INSUL. GLASS WITH
1 3/ 4" x 4" PREFIN. ALUM.
FRAME - BRONZE
SEC110N Z
SCALE V4" - 1' -0"
CAULK AS REQUIRED
4" CONCRETE SLAB
2" RIGID
1' -0% 2' -0" CONTIN. CONIC. FOOTING w/ 2-
TYPICAL - SEE S -1.
SEE A -5 FOR ALTERNATE DETAILS
PREFIN. ALUM. COPING - TO MATCH
METAL ROOFING - TYPICAL FOR 3 SIDES
2 - 2x WD. PLATES - ANCHOR TO BLOCK
TOP MAS. 0 +20' -4" xz
BEAR'G. 0 + 18' -0"
SPLIT -FACE & SCORED BLOCK -
SEE FLOOR PLAN & ELEVATIONS
FOR SIZES & LOCATIONS.
ALL BLOCK TO BE FILLED, PRIMED
AND PAINTED.
ALUM. REGLET FLASHING
1
SCALE 31V$
STEEL JOISTS - SEE FRAMING PLAN
ANGLE
=0R FABRIC AWNING
NiTH
ALUM.
REQUIRED
TE SLAB
W
D
W'
rr
i
H
W
Lo
• hj
r
O
h
O
A
w
O �
c
•I
CERTIFIED
r 0!
4
L ST
DRAWN
CHECKED
D.E.A.
REVISIONS
DATE 9/3/
PROJECT NO.
SHEET TITLE
SHEET
A -4