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FILL CORES WITH 4000 PSI GROUT
TO TOP OF MASONRY 1
(4) #6 REBARS CONTINUOUS
FROM FOOTING REINFORCEMENT
TO TOP OF MASONRY.
o ' zT
1' -4"
8" X8" X 16"
CONCRETE BLOCK
DUROWALL MASONRY
REINFORCEMENT
FLUSH PILASTER DETAIL
S— SCALE: 1• = 1'—d
TURN CONCRETE MASONRY UNITS ON SIDE
TO PROVIDE OPENINGS THRU WALL —
SEALED 3/4" FULL DEPTH EXPANSION MATERIAL
SEE DWG. #S -1 FOR DIMENSION
WWF 6x6 - W1.4xW1.4
4" CRUSHED STONE
SLOPE 1 /8" PER FOOT--,-, I
#4 REBAR CONTINUOUS
CONCRETE SLAB
EQUIPMENT SLAB DETAIL
DUROWALL Q MASONRY REINFORCEMENT
(ALTERNATE OVERLAP EVERY OTHER COURSE)
FILL CORES WITH 4000 PSI GROUT
TO TOP OF CONCRETE.
SIX6 REBARS CONTINUOUS FROM FOOTER
REIN ORCEMENT TO TOP OF MASONRY
BACKFILL CHASE WITH STONE AND COMPACT
AFTER CONDUITS HAVE BEEN INSTALLED
AND BEFORE SLAB IS PLACED.
00000 T I 0000
0000000000
\ LENGTH OF CHASE TO BE FIELD DETERMINED
TYPICAL CONDUIT CHASE DETAIL
SCALE 1/7 = 11—d'
I
-TRIM STEEL PLATE SNUG
TO DOWNSPOUT CURVE
I �
AVEMENT LINE
I
DOWNSPOUT SIDEWALK OUTLET DETAIL
b�
'v
I
1 ' - 4 8 BULLNOSE
BLOCK AT CORNERS
2 CORNER PILASTER DETAIL
-1 SCALE 19 1'
CHASE AREA SHALL BE FIELD LOCATED
SO AS TO FALL BETWEEN TWO PILASTERS
PER FIE-D ENGINEER'S INSTRUCTIONS,
FINISH GRADE
NORMAL GRADE
(2) #4 REBAR
(BREAK 0 EXP. JTS.)
FOUR t REBARS CONTINUOUS FROM FOOTER
REINFORCEMENT TO TOP OF MASONRY. FILL
CORE W /4000 PSI GROUT TO TOP OF MASONRY.
8" x Ir x 16"
SASH BLOCK
POLYETHYLENE FOAM ROPE WITH SINGLE - COMPONENT
POLYSULFIDE SEALANT. COLOR TO MATCH BLOCK.
"
EXTERIOR FACE
1' -4 " OF WALL
5/8' DRYWALL -� I 1" METAL
1" INSULATION Z' CHANNEL
DUROWALL S REGULAR DMA 2001 DRYWALL CONTROL JOINT
PREFORMED CONTROL JOINT OR EQUAL
3 CONTROL JOINT DETAIL
S -1 SCALE. 18 = 1'-d'
8" x 8" x 16" STAINED
SPLIT -FACE BLOCK ABOVE GRADE
FILL ALL OPEN CORES FROM FLOOR REFER TO PILASTER DETAILS FOR
LINE TO BOND BEAM WITH PERLITE I LOCATION, QUANTITY AND
GRANULAR INSULATION I SIZE OF VERTICAL REBAR.
SEALED FULL DEPTH 1 L2" EXP. JOINT WITH 1 2"
1/2- EXPANSION MATERIAL I) I PF EMOLDED JOINT FILLER
S /8- PER FT II I CONCRETE FLOOR
— —• ..- .. .••.� II - • .
� �
II .
�On n p0
8" x 8" x 16" COMMON
tA N
`"' BLOCK BELOW GRADE -
FILL CORES FROM FOOTER
° ' TO FINISHED FLOOR WITH
4000 PSI GROUT ALL
LOCATIONS (TYP.)
BOTTOM OF FOOTER IS TO BE MIN. OF 1' -0" BELOW
FROST LINE OR AS REQUIRED BY CODE
3" X 4" DOWNSPOUT
I I
I I
1/4' STEEL PLATE (DIAMOND)
6„
i -1" X 1" X 1/8" STEEL ANGLE
WITH ROD ANCHORS (4)
4"
WWF 6 X 6 -W2.9 X W2.9
DOWNSPOUT SIDEWALK OUTLET SECTION
SCALE: 1 1/r = 1'_ r
31
or
llffimlm y
11 �A �j
3" 1 9"
2' -0'
CUT MASONRY REINFORCEMENT AT
CONTROL JOINTS.
ftqw"�a�4' �_ 6 MIL VAPOR BARRIER
COMPACTED STONE
2' -0" 8" DUROWALL S MASONRY REINFORCEMENT
SEE SHEET S -1 FOR PLACEMENT
2" EXTRUDED POLYSTYRENE
FOAM INSULATION (R -10 MIN.)
B TYPICAL FOUNDATION SECTION
—1
SCALE. 1' = 1'—d
44) ® 14" O.C.
TAL LENGTH OF FOOTER
THREE ( #4) REBARS CONTINUOUS
FOUR #6 REBARS CONTINUOUS FROM FOOTER
REINFORRCEMENT TO TOP OF MASONRY. FILL
CORE W /4000 PSI GROUT TO TOP OF MASONRY.
8" x 8" x 16"
CMU STRETCHER
BOND BREAKER
GROUT KEY POLYETHYLENE FOAM ROPE WITH SINGLE - COMPONENT
POLYSULFIDE SEALANT. COLOR TO MATCH BLOCK.
IOR
L 1 ' - 4" ' - 4" EOF WALL FACE
5/8" DRYWALL J 1" METAL
1" INSULATION r CHANNEL
DRYWALL CONTROL JOINT
FIRE RESISTANCE RATING
CONTROL JOINT DETAIL
SCE 10 = 1'-d
CUT MASONRY REINFORCEMENT AT
CONTROL JOINTS.
DOOR
(INTERIOR) (EXTERIOR)
Ao
FLOOR TILE SEALED FULL DEPTH 112" EXPANSION MATERIAL
8" TYP.
MIN. SIDEWALK
1 11 Lo
O • O '00
4" COMPACTED STONE OVER \� / \ \// I #4) REBAR ® 8" 0. C.
CONTINUOUS VAPOR BARRIER ACROSS THRESHOLD.
(TYPICAL)
INSULATION
EXIT SECTION
S -1 ELF: 1' - 1'-T
TOP OF FLOOR SAFE SHALL BE SET FLUSH,
iL ABOVE, R O SHO SE EDCON�EIE
FLOOR. TO SCHEDULE, WR
REMOVE SAFE DOOR OR SEAL EDGE
TO PREVENT CONCRETE FROM SEEPING
AROUND DOOR AND SETTING UP
2' -0„ _J 2' -0" 1
a I TWO #4 REBARS PLACED IN
4" COMPACTED I I I °° EACH SIDE OF EXCAVATION
STONE ° WELDED WIRE FABRIC
I (TYP. 4 PLACES)
I �
I I N
d
Ta -- — a —tom
THREE #4 REBAR
BOTH WAYS
SPECIAL FLOOR SAFE
(FURNISHED BY OWNER)
CONTINUOUS VAPOR
BARRIER - 10 MIL.
1' -3"
2' -6" SQUARE
D FLOOR SAFE SECTION
S -1 SCALE 1. 1'—T
JOINT SEALANT- 3/4"
DEEP (MIN.) HELD 1/4"
BELOW SURFACE
TYP. CONTROL JOINT A. �*�
SCALE 1 = 1'—d ; Jarc
�• o- fl�hr _ .�
s-TY • " 'I �,
Q 1996 EMRO MARKETING COMPANY
MIT am"ITM&M"
STRUCTURAL DETAILS
REAR ISLAND STORE
44' -g' x 64 ' —g'
RIGHT AND LEFT FUND BUILDING
1 4 =1' -0' DATE F%E 454
RCMA 2 -19 -96 NO.
S -2