HomeMy WebLinkAboutZ-8493-A Map 14EXISTING MEMBRANE
ROOF TO DRAIN ,,(
EXISTING METAL PARAPET
RRLINS 0BE
AND PROVIDE NEW
DOWNSPOUT THROUGH
PONY WALL AS SHOWN
\ PROVIDE METAL STUD
FOR BRACING TO FASTEN
8 DOWNSPOUT TO AT END
COLUMNS ONLY
A4
EXISTING STEEL COLUMN
MOUNTED ON PIER
TO REMAIN
LIMITS OF MASONRY
WALL SHOWN FOR
REFERENCE ONLY
EXISTING MASONRY
WALL BEYOND TO
REMAIN
EXISTING SIDEWALK
TO REMAIN
WALL SECTION SCALE
A 13'-10" A.F.F.
BOTTOM OF CANOP
WELD ANGLE EA. SIDE
TO EXISTING STEEL RIGID
FRAME STRUCTURE AT EACH
COLUMN FOR WALL BRACING
REWORK GUTTER
AND PROVIDE NEW
DOWNSPOUT AT END\
COLUMNS ONLY
® EAVEDETAIL AT CANOPY
S
EXITING M[FTAL P
WA L TOREMAIN"
INSTALL VINYL FACED
INSULATION BETWEEN
PURLINS
EXISTING STEEL C(
MOUNTED ON PIER
TO REMAIN
rmN WALL SECTION
SCALE 3W = 1'-0'
EMBED
5
" "J" BOLT
WITH
STEEI.
PLATE
IN TOP
OF
ICF WALL
AND
BOLT
TO ANGLE
WITH
LO
ED HOLE
TO ALLOW
FOR MOVEMENT
FOR
ALLI
IBRACING
PROVIDE CANOPY
TO WALL FLASHING
ON METAL" HAT
It
EAVES DETAIL AT CANOPY
SCALE 1-r
18'-4" r.F E
TOP OF CANOPY
11 WELD ANGLE EA. SIDE
TO EXSTING STEEL RIGID
FRAME STRUCTURE ATE 1-
COLUMN FOR WALL BRACT iG
PROVIDE CANOPY
TO WALL FLA •HING
ON METAL J" HAT CHANE
TEXTURED APF'LIED
FINISH SYSTEM' (TAFS)
(2)—#6 REBA,[. AT
TOP OF OVER`'EAD I
DOOR HEADER
EXISTNG STEEL COLUMN
MOUI`'TED ON PIERN BEYOD TO REMAIN
EXISTING MASONRY
WALL BEYOND TO
REMAIN
TOP OF WNDOW
WALL SECTION
SCALE wa' = 1'•0'
BOTTOM OF CANO
PR IDE CANOPY
WALL FLASHING
ON METAL J" HAT CF
TEXTURED APPLIED
FINISH SYSTEM (TAF
(2)—#5 REBAR A
TOP OF WINDOW
3/4" EXPANSION JOINT
AT SIDEWALK
EXISTING STEEL COLU 5" CONCRETE SLAB
MOUNTED ON PIER ON GRADE
BEYOND TO REMAIN GRANULAR FILL
AS NEEDED FOR
ELEVATION CHANGE
EXISTING SIDEWALK EXISTING ASPHALT
TO REMAIN PAVING TO REMAIN
0'— " FINISHED FLOOR
x x _ x
u�
EXISTING M
ANELS
$
-- -
-- Ti
1" INSULATED GLASS
IN ALUMINUM FRAME
BRONZE ANODIZED x a
\ °A °
MN
a
4"
a
9"
a
5" CONCRETE SLAB 2'-0"
ON GRADE
#4 REBAR 24" O.C. GRANULAR FILLAS NEEDED FOR
VERT. AND #4 REBAR ELEVATION CHANGE
16" O.C. HORIZ.
STAGGERED EA. BLOCKOC2) FOOTING DETAIL
SCALE
FASTEN DOWNSPOUT
4" ICF WALL SYSTEM TO STEEL STIR CTURE VI
` FILLED WITH 3000 4"
PSI CONCRETE EXISTING STEEL COLUMN „1 /2"
MOUNTED ON P R• 1
TEXTURED APPLIED BEYOND TO RE AIN D
FINISH SYSTEM (TAFS)
OVER ACCENT BAND
INSTALL 6" PVC LEVE
FOR DOWNSPOUT AT END
COLUMN ONLY
3/4"JENSION
JOINTERIAL
5" CONCRETE SL B
ON 31RADE 2'-0"
GRANULAR FILL
AS NEEDED FOR
ELEVATION CHANGE
FOOTING DETAIL
\\ • !/ SCALE +$= 7'A°
i
ACCENT BAND
AT PERIMETER
OF NEW WALL
SYSTEM —BEYOND
(3) — #4 REBAR
CONTINUOUS AT
FOOTING WITH #3
TIES AT 48" O.C.
EXISTING ASPHALT
PAVING TO REMAIN
2 1 2#4 REBAR 24" O.C.
VERT. AND #4 REBAR
16" O.C. HORIZ.
STAGGEREDEA. BLOCK
4" ICF WALL SYSTEM
FILLED WITH 3000
PSI CONCRETE
(3) — #4 REBAR
CONTINUOUS AT
FOOTING WITH #3
TIES AT 48" O.C.
(n
W
° o Q
a >
EXISTING ASPHALT
PAVING TO REMAI�i
1��ldpR SA S
s
REGISTEO
PROFF sIONA
N ENGIi EER
A * sM.
0
II
4J
i
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0B
0 U
0
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o
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ti
Date
5J13; 09
Scale
Drawn J.S.S.
Job
09-103
Sheet
0 f
Sl, (7 -ts