11-1105-013I
4Q b At—f r- 1 A —
N
SEE PLAN
7*' ' . WALL FOOTING
G0fRNEfR DETAIL
SCALE: 3/4" = l'-0"
A.1
fUfn.1
V/
BEAN/TIE BEAM PROVIDE 03 TIES a 12" O.C.
SEE PLANS AND OVER OPENINGS UNDER &'-0"
SCHEDULES < 03 TIES m 5" O.G. OVER 6'-0".
Al
i e eA.
d -d 4 . u•
a a
N ADD 2 05 BOTTOM AND
AT EACH FACE FOR
EACH 12" TB DROP.
OPENING DOOR OR WINDOW
/^ OPENING.
T5 D 0f D TAIL AT OFENINC-;&
SCALE: 3/4" = I'-O"
2 x 4 BLOCKING NAILED
TO TOP CHORD OF
TRUSSES IN AREA OF
BLOCKED DIAPHRAGM
,U OMod TOE NAILS EACH
END
loci NAILS
a 4" c/c.
I.F
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W
D I,� �A1''I FOF
NAILING OF ROOF
b
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cd
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b5CALE:3/4"=1'-0"
w
NEW
EXISTING
x
NEW 245 x 3'-0" DOWEL SET
b" IN EXISTING TIE BEAM IN
o
HILTI RE 500 EPDXY.
.-,
A
EXISTING TIEBEAM
c
TO REMAIN.
c
Aj
EXISTING MASONRY
WALL TO REMAIN.
a
NEW DOWELS
.0-
a
;-4
a
a
N
SECTION A —A
r-
`
+5 x 1'-0" 1024" SET 6"
INTO STRUCTURE W/
^'
EPDXY.
EXISTING CONC
c
TIE COLUNM
0
W
a
a�
z
z
EXISTING MASONRY
WALL TO REMAIN.
z
a
w
z
EXISTING FOOTING
z
TO REMAIN.
w
C
NEW 205 x 3'-0" DOWEL SET 6" IN—/
.-,
EXISTING FOUNDATION IN HILTI RE
a
500 EPDXY. MATCH QUANTITY OF
DOWELS W/" OF BARS IN NEW
o
FOOTING.
T�F. 5TA T
COLUMN D TA1L
a
_
SCALE:3/4" =1'-0"
8"x8" CONC. CAP
W/ 2 05 CONT. EXTEND 8"
-. INTO MASONRY WALLS
• EACH SIDE
8" MASONRY
WALL
ALL REINF. W/STD HR
SEE PLAN
T 'F WINDOWSILL DETAIL
SCALE: Y4" _ I, v
VERT. REINFORCEMENT TO BE
CONTINUOUS FROM FOOTER TO TIE
BEAM OF TOP OF WALL. PROVIDE
STD HOOKS AT TOP TIE BEAM OR
PARAPET CAP.
DROP BEAM AS REQ'D
(SEE DETAIL THIS SHEET)
a a
e a
v
8x8 SILL W/ 205'6
EXTEND 8"
v v '
BEYOND OPENING
NOTE: ALL MASONRY VALLS TO BE IN PLACE BEFORE
BEAMS AND COLUMNS ARE POURED.
T� I CAL WINDOW OFENING [DETAIL -
Lu
SCALE:
CONCRETE SLAB,
2'-6" SEE PLAN FOR
REINFORCING
FINISH
GRADE
EL. SEE PLAN
Y4, s�77%c. '
11 PE:
-Mill1
12° 2 05 CONTINUOUS
T'*T'f=)ICAL THICI< N D EDGE DETAIL
SCALE: 3/4"= I'-O"
CONCRETE SLAB, SEE
PLAN FOR THICKNESS
JOINT J-2
AND REINFORCING
I�
EL. SEE PLAN EL. SEE PLAN
VAPOR BARRIER
WELL COMPACTED FILL EL. SEE PLAN
8" BLOCK WALL WALL FOOTING, SEE
• • PLAN AND SCHEDULE
i FOR SIZE AND REINF.
3" CLEAR TYP.
THICKENED EDGE AT DOOR DETAIL.
SCALE: 3/4" =1'-O"
HEAVY HEX AND
3XV PLATE WASHER
ISOLATION
JOINT►
b" PROJECTION
OL SEE
111 q.
U '•=.a••' �.
11I `a t
ITAGK NUT \
COLUMN
yOLUMN BLOGKOUT
- Scol_uMN
(4)I"4)-A30-1 BOLTS
� BASE PLATE
I1-0"xl'-0"xl"
30LATION JOINT
11:1 � 1:1
"3 TIES
—2" NON -SHRINK
GROUT TOP OF SLAB
PLAN
TOP OF FOOTING
SEE EE PLAN _
HEA'Vl' HEX D
`STANDARi?i. 3" CL.
DET
AIL
SCALE: 3/4"=1'-O" S-1.
REBAR, FILL CELLS W/ EXTEND JOINT RE
3000 PSI GROUT 6" INTO COLUMN.
.'.CI N > t El 111)l 1:1 El 1:1
. d a
IT TO BE li%" cLR coven
>OTER TO
WALL SEE PLAN
Ty;=Ir- I WALL TIE COLUMN DETAIL
f CAS DOOM OPENING DTAL
SCALE: 3/4" =1' -0"
_ d•
FILL THREE CELLS
e
,�•� INTERLOCK BLOCK
: COURSES (TYP.)
CORNER DETAIL
�)
e `
FILL TWO CELLS
ENp WALL
WALL INTERSECTION
REINF. W/ 05 VERT.
2 CELLS ADJACENT
TO WALL OPENING
SEE PLAN
F1, L�-']
9 GA. GALVANIZED HORI
JOINT REINFORCING 616" O.C.
VERT.
a d
[DOOR OR WINDOW OPENING
SEE ARCH.
WALL OPENING
FILL TWO END CELLS
NOTE:
- PROVIDE *9 GA. LADER TYPE HORIZ. REINF. AT 16" O.C. MAX. LAP WALL
INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY TO 8" AND 12" THICK GMU WALLS
TYPICAL IRINFOCD MASONRY IDETAfL5
SCALE: 3/4" = I'-0"
smi A
SCALE:
CONCRETE SLAB,
2'-6" SEE PLAN FOR
REINFORCING
FINISH
GRADE
EL. SEE PLAN
Y4, s�77%c. '
11 PE:
-Mill1
12° 2 05 CONTINUOUS
T'*T'f=)ICAL THICI< N D EDGE DETAIL
SCALE: 3/4"= I'-O"
CONCRETE SLAB, SEE
PLAN FOR THICKNESS
JOINT J-2
AND REINFORCING
I�
EL. SEE PLAN EL. SEE PLAN
VAPOR BARRIER
WELL COMPACTED FILL EL. SEE PLAN
8" BLOCK WALL WALL FOOTING, SEE
• • PLAN AND SCHEDULE
i FOR SIZE AND REINF.
3" CLEAR TYP.
THICKENED EDGE AT DOOR DETAIL.
SCALE: 3/4" =1'-O"
HEAVY HEX AND
3XV PLATE WASHER
ISOLATION
JOINT►
b" PROJECTION
OL SEE
111 q.
U '•=.a••' �.
11I `a t
ITAGK NUT \
COLUMN
yOLUMN BLOGKOUT
- Scol_uMN
(4)I"4)-A30-1 BOLTS
� BASE PLATE
I1-0"xl'-0"xl"
30LATION JOINT
11:1 � 1:1
"3 TIES
—2" NON -SHRINK
GROUT TOP OF SLAB
PLAN
TOP OF FOOTING
SEE EE PLAN _
HEA'Vl' HEX D
`STANDARi?i. 3" CL.
DET
AIL
SCALE: 3/4"=1'-O" S-1.
REBAR, FILL CELLS W/ EXTEND JOINT RE
3000 PSI GROUT 6" INTO COLUMN.
.'.CI N > t El 111)l 1:1 El 1:1
. d a
IT TO BE li%" cLR coven
>OTER TO
WALL SEE PLAN
Ty;=Ir- I WALL TIE COLUMN DETAIL
f CAS DOOM OPENING DTAL
SCALE: 3/4" =1' -0"
_ d•
FILL THREE CELLS
e
,�•� INTERLOCK BLOCK
: COURSES (TYP.)
CORNER DETAIL
�)
e `
FILL TWO CELLS
ENp WALL
WALL INTERSECTION
REINF. W/ 05 VERT.
2 CELLS ADJACENT
TO WALL OPENING
SEE PLAN
F1, L�-']
9 GA. GALVANIZED HORI
JOINT REINFORCING 616" O.C.
VERT.
a d
[DOOR OR WINDOW OPENING
SEE ARCH.
WALL OPENING
FILL TWO END CELLS
NOTE:
- PROVIDE *9 GA. LADER TYPE HORIZ. REINF. AT 16" O.C. MAX. LAP WALL
INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY TO 8" AND 12" THICK GMU WALLS
TYPICAL IRINFOCD MASONRY IDETAfL5
SCALE: 3/4" = I'-0"
smi A
3" CLEAR TYP.
THICKENED EDGE AT DOOR DETAIL.
SCALE: 3/4" =1'-O"
HEAVY HEX AND
3XV PLATE WASHER
ISOLATION
JOINT►
b" PROJECTION
OL SEE
111 q.
U '•=.a••' �.
11I `a t
ITAGK NUT \
COLUMN
yOLUMN BLOGKOUT
- Scol_uMN
(4)I"4)-A30-1 BOLTS
� BASE PLATE
I1-0"xl'-0"xl"
30LATION JOINT
11:1 � 1:1
"3 TIES
—2" NON -SHRINK
GROUT TOP OF SLAB
PLAN
TOP OF FOOTING
SEE EE PLAN _
HEA'Vl' HEX D
`STANDARi?i. 3" CL.
DET
AIL
SCALE: 3/4"=1'-O" S-1.
REBAR, FILL CELLS W/ EXTEND JOINT RE
3000 PSI GROUT 6" INTO COLUMN.
.'.CI N > t El 111)l 1:1 El 1:1
. d a
IT TO BE li%" cLR coven
>OTER TO
WALL SEE PLAN
Ty;=Ir- I WALL TIE COLUMN DETAIL
f CAS DOOM OPENING DTAL
SCALE: 3/4" =1' -0"
_ d•
FILL THREE CELLS
e
,�•� INTERLOCK BLOCK
: COURSES (TYP.)
CORNER DETAIL
�)
e `
FILL TWO CELLS
ENp WALL
WALL INTERSECTION
REINF. W/ 05 VERT.
2 CELLS ADJACENT
TO WALL OPENING
SEE PLAN
F1, L�-']
9 GA. GALVANIZED HORI
JOINT REINFORCING 616" O.C.
VERT.
a d
[DOOR OR WINDOW OPENING
SEE ARCH.
WALL OPENING
FILL TWO END CELLS
NOTE:
- PROVIDE *9 GA. LADER TYPE HORIZ. REINF. AT 16" O.C. MAX. LAP WALL
INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY TO 8" AND 12" THICK GMU WALLS
TYPICAL IRINFOCD MASONRY IDETAfL5
SCALE: 3/4" = I'-0"
smi A
COLUMN
yOLUMN BLOGKOUT
- Scol_uMN
(4)I"4)-A30-1 BOLTS
� BASE PLATE
I1-0"xl'-0"xl"
30LATION JOINT
11:1 � 1:1
"3 TIES
—2" NON -SHRINK
GROUT TOP OF SLAB
PLAN
TOP OF FOOTING
SEE EE PLAN _
HEA'Vl' HEX D
`STANDARi?i. 3" CL.
DET
AIL
SCALE: 3/4"=1'-O" S-1.
REBAR, FILL CELLS W/ EXTEND JOINT RE
3000 PSI GROUT 6" INTO COLUMN.
.'.CI N > t El 111)l 1:1 El 1:1
. d a
IT TO BE li%" cLR coven
>OTER TO
WALL SEE PLAN
Ty;=Ir- I WALL TIE COLUMN DETAIL
f CAS DOOM OPENING DTAL
SCALE: 3/4" =1' -0"
_ d•
FILL THREE CELLS
e
,�•� INTERLOCK BLOCK
: COURSES (TYP.)
CORNER DETAIL
�)
e `
FILL TWO CELLS
ENp WALL
WALL INTERSECTION
REINF. W/ 05 VERT.
2 CELLS ADJACENT
TO WALL OPENING
SEE PLAN
F1, L�-']
9 GA. GALVANIZED HORI
JOINT REINFORCING 616" O.C.
VERT.
a d
[DOOR OR WINDOW OPENING
SEE ARCH.
WALL OPENING
FILL TWO END CELLS
NOTE:
- PROVIDE *9 GA. LADER TYPE HORIZ. REINF. AT 16" O.C. MAX. LAP WALL
INTERSECTION WITH "T" AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY TO 8" AND 12" THICK GMU WALLS
TYPICAL IRINFOCD MASONRY IDETAfL5
SCALE: 3/4" = I'-0"
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