HomeMy WebLinkAbout06010027.400 -TEMP004 TIF- 4110106 3 49 41 PM
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CORNICE
ABOVE
EIFS
PILASTER TO REMAIN.
PAINT TO MATCH
NEW COLUMN W/ —
BRICK SURROUND
PATCH EXISTING
SIDEWALK TO MATCH
EXISTING AS
I NEW CORNICE ABOVE
I
i EXISTING EIFS
PILASTER TO REMAIN.
I PAINT To MATCH
NEW EIFS
POST UP LOCATION NEW COLUMN W/ BRICK
ON TOP OF EXISTING 4'4" i SURROUND PATCH EXISTING
CMU WALL (SEE I AVDANT TO MATCH AS
2 STRUCTURAL DWGS) I Ri)
A -1.3 2 3 SIK
I A -1.1 A -1.1
/ -
11 ► -3 3/4"
TREWS CENTER
POINT OF RADIUS pq
POST UP LOCATION
ON TOP OF EXISTING
CMU WALL (SEE
STRUCTURAL DWr;S)-
3
A -1.3
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01
in
GENERAL. NOTES:
Nor
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TRELLIS :�
LINE OF CORNICE M
EXISTING COLUMN TO BE ED
SE STRUCTURAL DRAININGS
I
1. HALO LIGHT FIXTURE, CAT I M701OT75OF055001C. ADD ONE 20 AMPERE, 120 .OR
277 VOLT (TO MATCH THE 120/277V BALLAST) CIRCUIT TO ACCOMMODATE THE
FOUR 175 WATT MH FIXTURES. USE 2 #12, 1112G CABLE AND PROVIDE A
SWITCHING CIRCUIT BREAKER OR WALL SWITCH OR CONTROL CONTACT AS
REQUIRED BY THE BUILDING LIGHTING CONTROL SYSTEM.
2. CONFIRM All DIMENSIONS OF EXISTING STRUCTURE IN FIELD.
THREADED \�
\�ODS, TYP.
RECESSED;,,".. ` o. �`
DOWN LI
TYP.
r�
11 �r
1 �
ITS ABOVE TYP"
NOTE 1 BELOW
AIL 6/A -1.1 FOR
?NSIONS
k
m
PROTECT DURING CONST.
EXIST. RAMP AND HANDRAIL
TO REMAIN
1 ENTRANCE PLAN
A -1.1 SCALE: 1/40- 1' -0'
TRELLIS DETAIL
SCALE: 1/4" -1' -0"
ap
i
LINE OF CORNICE - SEE WALL
SECTIONS
WALL SOFFIT TO MEET
FLUSH W/ CORNICE
LINE OF SOFFIT
D
C
2
A -1.2
BRICK
STEEL COL
RE: STRUCT DWG
BUILDING SIDE 4" CMU BLOCK WALL
1/2" FIBERGLASS FACED
GYPSUM SHEATHING
51 -4»
1. i' -Y 3' -9"
Z 6s
11MAL SM AID
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2 COLUMN BASE DETAIL
—1.1 SCALE. 1-=l'-O-
6" METAL STUDS
ADJ MASI
TIES
16 GA 6 "x6" BOX
4 COLUMN 0 CORNER
A -1.1 6" MIL FRAMING
YI
.»
"' "'IN 1 ABOVE
CONT SEALANT AND
3 UPPER COLUMN DETAIL
A -1.1 SCALE: 1 " =i' -O"
. COL
'TRUCT DWGS
C ROWLOCK SILL
W iWTH MITERED
fRS
FIBERGLASS FACED
UM SHEATHING
9ASONRY WALL
LINE � TRELLIS ABOVE
R FRAMING
k 6 "x6" BOX COLUMN 0
ER
3 - BACKER ROD
A -1.1
1 1 4" 1"
I EL 41-0' AFF
STEEL COLUMN RE:
B STRUCT DWGS SHOWN BRICK ROWLOCK SILL
DASHED I
ADJ MASONRY WALL
2 TIES
A -1.1
SOLDIER COURSE
ir
4" CMU BLOCK --
WEEP HOLES TWO PER SIDE
A THRU -WALL FLASHING I CONCRETE SIDEWALK OR EXT
OVER GROUT FILL GRADE - RE: FLOOR PLAN
EL VARIES
• CONCRETE SIDEWALK OR
k 1..
PAVEMENT
0
1/2- EXP JOINT FILLER W/
`a SEALANT
GROUT CAP 4 d d " d SOLDIER COURSE
CONCRETE FOOTING
RE: STRUCT DWGS
4 COLUMN SECTION
A -1.1 SCALE: 1 " =1' -o"
LINE OF CORNICE - SEE WALL
SECTIONS
WALL SOFFIT To MEET
FLUSH W/ CORNICE
LINE OF SOFFIT
-- D
OL B.O. SOFFIT
\PFELEV +10'-0w w
FASTEN METAL STUD
FRAMING TO STRUCTURE I I / I I
ABOVE TYP. 3 -5/8" 18 GA. METAL STUD
c
1-1/2' E.I.F.S. ON 5/8" I I , j I I BRACING 0 16' O.C. MAX
DENSGLASS GOLD SHEATHING
ON 3 -5/8" 18 GA. METAL
STUDS 0 16" O.C. MAX
LINE OF SOFFIT
B.O. SOFFIT
ELEV +10' -0"
io
v2`,s
- -- NEW RECESSED LIGHT
FIXTURES - SEE DETAIL
5/A -1.1
HIGH CEILING 0 EL. ( +) 19' -O"
.� B
HIGH CEILING
ELEV +19 -0�
LINE OF TREWS - SEE
WALL SECTIONS
LINE OF CORNICE - SEE
WALL SECTIONS
G CEILING PLAN
A -1.1 SCALE: 1/4" =1' -o"
1
oB B.O. SOFFIT
4' .I.F.S. DRIP EOGE Is--;
"VARIES - ANGLED SOFFIT
(SEE PLANS THIS DWG.)
rT' SECTION DETAIL
A-1.1 SCALE: 3/4 " =1' -0"
KEY PLAN
4
1 1
1 1
1
.1 1
1 , 1
1 1
AREA of WOW - -�, ° J
---- - - - - --
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SQUARE FOOTAGE:
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10/06/05: ISSUED FOR PERMIT
I°IWW MANAG rl
LAYOUT COM.
M.AN" W-A c.s.
DRAWIts 8T: 5.E.0.
DATEt 10/06/05
DRAM; WALE AS N07M
1 in.Ei
FLOOR PLAN, NOTES, & DETAILS
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