12-86 4OF7-0361 2 3 4 5 6
M NOTE:
SAW JOINT NO LATER THAN 24
HRS. AFTER POURING CONCRETE
FILL WITH ,,1/4!' SAW -CUT JT.
SEALANT.
° d
° d ° ° ° ° ° ° d °
d °
° °
° d
°
° ° ° °d
zv =III —I I =III
K STEEL REINF. OR W.W.F.
SEE PLAN.-
K�_T TYPICAL SAW CUT DETAIL
S4.01 SCALEXT.S
MASONRY NON-
BEARING WALL
J (SEE ARCH. DWG'S)
@ TOP
z 2 # 5 CONT. ADD'L. REINF.
a_ W.W.F. SEE
W PLAN.
a
I I I I 1 =1 I I =111=
w
VAPOR BARRIER 8
U)
SEE PLAN
H
s SECTION
�01SCALE:3 /4 " =1' -0"
im_■
1 TYPICAL
S4.01 SCALE:N.T.S
KEYED CONST.JT. DTL.
io ii I iz I is I 14 I 15 is I 17 I is
1 # 5 CONT # @ TOP F— MASONRY NON— ADD'L. W.W.F. SAME SEALANT.TYP. AT
(TYP.) ADD'L. REINF. BEARING WALL NATIONAL CITY CENTER
(SEE ARCH. DWG'S) AS IS USED A 2' -0" P.O. BOX 7033
THROUGHOUT. # @ TOP F— P.O.
I�146207
W.W.F. W.W.F. SEE OMIT SLAB AT ONE ADD'L. REINF.
2' -0" (TYP.) SIDE WHERE IS (317) 636 -1600
SEE PLAN PLAN. APPLICABLE.
LA SEE PLAN
Z= °
1/4!1 (TYP.) GROUND FLR. /
71�1 _ Z 11 I— III — III —III ° 111 11— —� I z d 1111 VIII- III -III ° 1II- II -1II- )INT SEALANT � 1 w �
#4 @ 48 O.C. 1
1 VAPOR BARRIER w 1 U, VAPOR BARRIER 1 w Cn
g" SEE PLAN 2 # 5 CONT. 1,_4" SEE PLAN 2 5 CONT.
SEE FTG. SCHD. #
3 TYP. THIC
S4.01 J SCALE:3 /4 " =1' -0"
KENED EDGE OF SLAB DTL.
COORD. W/ PLUMBING CONTRACTOR.
SEE PLAN FOR l'-4!' SAME SIZE AS WALL FTG. FOR PIPE SIZE
LOCATION OF STEP. INCREMENT WITH ALT. BEND. SEE MECH. DWG'S.—\
J
z¢ 21) ° °
° a ° w w ° °
d
w °
U d °
d z °
cn ° °
_ _ _
° a ° ° — III — III —III— ° ° ° d° ° d° ° ° °
% ° °
= 1II1II °
w °
I
°
w
Ld ° d °
`(f) a
Of
a-
= III= III =III=
FOR FTG. SIZE
7 TYP.WALL FTG. STEP DTL.
S4.01J SCALE:3 /4 " =1' -0" -
CONC. COL'S
BEYOND
12 #9
MASONRY NON -
2� 01 -14 -97
CENTER LINE
1/2" JT.
MATERIAL
FILLER
W/
BEARING WALL
(SEE ARCH. DWG'S)
M
SEE ARCH. DWG'S.
1 # 5 CONT # @ TOP F— MASONRY NON— ADD'L. W.W.F. SAME SEALANT.TYP. AT
(TYP.) ADD'L. REINF. BEARING WALL NATIONAL CITY CENTER
(SEE ARCH. DWG'S) AS IS USED A 2' -0" P.O. BOX 7033
THROUGHOUT. # @ TOP F— P.O.
I�146207
W.W.F. W.W.F. SEE OMIT SLAB AT ONE ADD'L. REINF.
2' -0" (TYP.) SIDE WHERE IS (317) 636 -1600
SEE PLAN PLAN. APPLICABLE.
LA SEE PLAN
Z= °
1/4!1 (TYP.) GROUND FLR. /
71�1 _ Z 11 I— III — III —III ° 111 11— —� I z d 1111 VIII- III -III ° 1II- II -1II- )INT SEALANT � 1 w �
#4 @ 48 O.C. 1
1 VAPOR BARRIER w 1 U, VAPOR BARRIER 1 w Cn
g" SEE PLAN 2 # 5 CONT. 1,_4" SEE PLAN 2 5 CONT.
SEE FTG. SCHD. #
3 TYP. THIC
S4.01 J SCALE:3 /4 " =1' -0"
KENED EDGE OF SLAB DTL.
COORD. W/ PLUMBING CONTRACTOR.
SEE PLAN FOR l'-4!' SAME SIZE AS WALL FTG. FOR PIPE SIZE
LOCATION OF STEP. INCREMENT WITH ALT. BEND. SEE MECH. DWG'S.—\
J
z¢ 21) ° °
° a ° w w ° °
d
w °
U d °
d z °
cn ° °
_ _ _
° a ° ° — III — III —III— ° ° ° d° ° d° ° ° °
% ° °
= 1II1II °
w °
I
°
w
Ld ° d °
`(f) a
Of
a-
= III= III =III=
FOR FTG. SIZE
7 TYP.WALL FTG. STEP DTL.
S4.01J SCALE:3 /4 " =1' -0" -
ME
ME
AI
SEE PLAN
GROUND FLR.
N
FOR GB. SIZE
AND REINF.
SEE SHT.S9.01
� 5 SECTION
�01SCALE:3 /4 " =1' -0°
1 2 3
AND REINF.
SEE SHT.
�TYP.PLUMBING FTG. PENETRATION DTL.
S4.01 SCALE:3 /4 " =1' -0"
COL, STRAP & FTG.
4'1 0"
2' -0" . 2' -0"
CONC. COL'S
BEYOND
12 #9
M ETAL STAIR
2� 01 -14 -97
STRAP DOWELS.
COMPACTED FILL. ui
2ND. POUR.
-z
_ SEE PLAN
SEE ARCH. DWG'S.
_
SEE PLAN
-
4 < 2 #3 2 S/2
1 ST. POUR.
CONC. COL'S BEYOND
° COL. REINF
°
2' -6" (T. 0. FTG.
`° I
9
2' -6" T.O. FTG.
(BELOW GRADE)
.
(BELOW GRADE)
'Y-
o.
J.
° °
FOR FTG. SIZE
'
N
•1
1" JT. FILLER
(_12A
T FTG. °
- - -- -- -
--
SEE SHT.S8.01
1' -0"
STRAP DOWELS.
SECTION" A- A " /S4.01
MATERIAL W/
S4.01
FTG. REINF.
BOT. OF STRAP
1/4"
3"
BEYOND
BOT. OF FTG.
F_
12A SECTION
S401 _PT
SEALANT.TYP.
S4.01 SCALE:3 /8 " =1' -0"
F
L -3 x3 x3 8
�
W.W.F. SEE
1 -3
AT WALLS.
STRAP FTG.
x0' -5"
/
PLAN.
SLAB N.I.C.
VAPOR BARRIER
SEE PLAN
SEE PLAN
°
--
1F—II
12 #9 TOP =T1
VAPOR BARRIER
°
Q 1
PLx3 / 0' -8"
.8" 8" x
SEE PLAN
1
W/4-1/2% x 0' -4" H.S.
`°
E
2 #5 CONT.
`'
�
ADD'L. WIRE MESH
(4FT.WIDTH)
N
4
'
@ THICKENED
SLAB SAME AS USED
-
THROUGHTOUT.
12#9
"U'
CLOSED
3 #9 DOWELS
'STIRRUPSAI
STRAP
DOWELS.
#3@ 15" O.C.
4@ 12"
O.C.
STRAP
DOWELS.
(`_11
SECTION
EA. FACE.
D
V1SCALE:3
/4 %1' -0" (MTL. STAIR CONN. TO FLR.)
12
SECTION
MASONRY NON—
54.01
SCALE:3 /8 " =1' -0"
BEARING WALL
PROPERTY
LINE
(SEE ARCH. DWG'S)
CENTER
LINE
ME
ME
AI
SEE PLAN
GROUND FLR.
N
FOR GB. SIZE
AND REINF.
SEE SHT.S9.01
� 5 SECTION
�01SCALE:3 /4 " =1' -0°
1 2 3
AND REINF.
SEE SHT.
�TYP.PLUMBING FTG. PENETRATION DTL.
S4.01 SCALE:3 /4 " =1' -0"
COL, STRAP & FTG.
4'1 0"
2' -0" . 2' -0"
8"X12" TIE COL.
8 X12 TIE COL. SEE DETAIL FOR W/4 #5 VERT.
W/4 #5 VERT. CONNECTION TO #3 TIES @ 8" O.C.
#3 TIES @ 8" O.C. STRUCTURAL
BEAM ABOVE.
SEE DETAIL FOR 1/2" JT. FILLER
CONNECTION TO J MATERIAL W/ SLAB N.I.C. (U.N.O.)
STRUCTURAL J ONGRADE
BEAM ABOVE. �' SEALANT.TYP. AT a a
2 LAYERS OF er AT WALLS. ° ° Elf
W.W.F. ,
N.I.C. W.W.F. (SEE PLAN.) 111 =111—
°
L d / a o
III =1 I I1 I I =1 I -1 I I =1 I I =1 I I_
VIII =1h
Q 1 3„ 1 1 EXISTING COL. —
1 VAPOR BARRIER DOWELS.
2 # 5 CONT. SEE PLAN 1' -4 Ir 2 #5CONT.
_(`_4 SECTION
S4.01 SCALE:3 /4 " =1' -0"
ADD CORNER BAR
2' -0" CONC. COL'`.
-
TO MATCH @ LAP SCHD. °
FTG. REINF. N
W.W.F. SEE
PLAN.
SEE PLAN
GROUND FLR.
VAPOR BARE
CONT. FTG. SEE SEE PLAN
PLAN AND SCHD.
s 1TYP. FTG. CORNER R
S4.011 SCALE:3 /4 " =1' -0"
EINF. AND REINF.
SEE SHT.S8.01
- 4 SECTION K
S4.01 SCALE:3 /4 " =1' -0"
K`1_o SECTION
S4.01 SCALE:3 /4 " =1' -0"
THE
COMRAS
COMPANY
1111 Lincoln Road Mail
Suite 510
Miami Beach, FL. 33139
(305)532 -0433
J
W � A
I.C.
I � °a
0
w
E
H
G
MASONRY NON-
BEARING WALL
1/2" JT. FILLER (SEE ARCH. DWG'S) 1 # 5 CONT
MATERIAL W/ (TYP.)
SEALANT.TYP. AT FOR SCHED. # @ TOP � ®�'�����
AT WALLS. SEE A G ADD'L. REINF. F F A LVAREZ
D.
E EL. L.
FUTURE SLAB —I 6" 2' -6" AND
OMIT SLAB AT ONE (N.I.C.) w ��, W.W.F. j�'�I�`III�IEI�S
SIDE WHERE IS SEE PLAN SEE CIVIL � w" SEE PLAN 1 # 5 CONT ARC=C=- ENGII�I ENG
APPLICABLE. DWG'S > �o AT CENTER. PLANNWG- DMRIOR D&%GN
GROUND FLR.
5960 S.W. 57TH AVE.
jj - ° �\ — — ° _ _ _ MIAMI, FLORIDA 33143
N ° d FAX (305) 666-4994
III =III =III III VVAPOR II =1 I I z
=III I I III 1 1
—Opp -0 a E AA 0002416
d° ° ° BARRIER Z 1 w L EB 0002354
SEE PLAN VAPOR BARRIER LLJ
g SEE PLAN
O F— EUGENIO M. SANTIAGO, P.E.
FOR FTG. SIZE 1 1 # 5 CONT EGISTERED ENGINEER (CIVIL /STRUCT.
AND REINF. (`1_3 SECTION (TYP.) FL. REG. NO. 19673
SEE SHT. S4.01 SCALE:3 /4 %1' -0"
(`_14 SECTION
� •, �:..., ter.'
1/2$' JT. FILLER . °� -=''� •
MATERIAL W/ �01SCALE:3 /4 " =1' -0"
CONC.COL. d SEALANT.TYP. AT D
SEE SCHED.
AT WALLS.
FUTURE SLAB 6" PC. PANEL �' •'•
° ° FIN. FLR.
3�aat:
- - ° d - - 4" CONC. SLAB
° - - - - - - �- - - 6'TYP. ON GRADE. ''•�.,,.�.:�,�� .
��� —���— ISSUE DATE
=1 I I =III =111= d - III III =III= PRECAST PANEL CONN. : o
6 "TYP. DETAIL BY PRECAST
MANUFACTURER -
SEE COL. SCHEDULE �" "A" "A" - cq
° REVISION DATE
FOR SIZE, REINF. TIES ° �� `J - rn 08-07-96
AND SPLICE LENGTH. ° ° .
SLAB N.I.C. (U.N.O.)
ONGRADE.
I I III =i I i� PRICING DOC.
CD _ 12 -10 -96
N
12 #9
VERT. REINF. °
CONC. COL'S
BEYOND
12 #9
0
2� 01 -14 -97
STRAP DOWELS.
COMPACTED FILL. ui
2ND. POUR.
-z
_ SEE PLAN
_
SEE PLAN
-
4 < 2 #3 2 S/2
1 ST. POUR.
° COL. REINF
°
2' -6" (T. 0. FTG.
`° I
9
2' -6" T.O. FTG.
(BELOW GRADE)
.
(BELOW GRADE)
'Y-
o.
J.
° °
FOR FTG. SIZE
'
N
4 @12 "O.C.
.9 AND REINF.
T FTG. °
- - -- -- -
--
SEE SHT.S8.01
Q
STRAP DOWELS.
SECTION" A- A " /S4.01
VOID SPACE BET W.
EA. FACE.
FTG. REINF.
BOT. OF STRAP
GB -1
BEYOND
BOT. OF FTG.
X
w
12A SECTION
S401 _PT
S4.01 SCALE:3 /8 " =1' -0"
8"X12" TIE COL.
8 X12 TIE COL. SEE DETAIL FOR W/4 #5 VERT.
W/4 #5 VERT. CONNECTION TO #3 TIES @ 8" O.C.
#3 TIES @ 8" O.C. STRUCTURAL
BEAM ABOVE.
SEE DETAIL FOR 1/2" JT. FILLER
CONNECTION TO J MATERIAL W/ SLAB N.I.C. (U.N.O.)
STRUCTURAL J ONGRADE
BEAM ABOVE. �' SEALANT.TYP. AT a a
2 LAYERS OF er AT WALLS. ° ° Elf
W.W.F. ,
N.I.C. W.W.F. (SEE PLAN.) 111 =111—
°
L d / a o
III =1 I I1 I I =1 I -1 I I =1 I I =1 I I_
VIII =1h
Q 1 3„ 1 1 EXISTING COL. —
1 VAPOR BARRIER DOWELS.
2 # 5 CONT. SEE PLAN 1' -4 Ir 2 #5CONT.
_(`_4 SECTION
S4.01 SCALE:3 /4 " =1' -0"
ADD CORNER BAR
2' -0" CONC. COL'`.
-
TO MATCH @ LAP SCHD. °
FTG. REINF. N
W.W.F. SEE
PLAN.
SEE PLAN
GROUND FLR.
VAPOR BARE
CONT. FTG. SEE SEE PLAN
PLAN AND SCHD.
s 1TYP. FTG. CORNER R
S4.011 SCALE:3 /4 " =1' -0"
EINF. AND REINF.
SEE SHT.S8.01
- 4 SECTION K
S4.01 SCALE:3 /4 " =1' -0"
K`1_o SECTION
S4.01 SCALE:3 /4 " =1' -0"
THE
COMRAS
COMPANY
1111 Lincoln Road Mail
Suite 510
Miami Beach, FL. 33139
(305)532 -0433
J
W � A
I.C.
I � °a
0
w
E
H
G
MASONRY NON-
BEARING WALL
1/2" JT. FILLER (SEE ARCH. DWG'S) 1 # 5 CONT
MATERIAL W/ (TYP.)
SEALANT.TYP. AT FOR SCHED. # @ TOP � ®�'�����
AT WALLS. SEE A G ADD'L. REINF. F F A LVAREZ
D.
E EL. L.
FUTURE SLAB —I 6" 2' -6" AND
OMIT SLAB AT ONE (N.I.C.) w ��, W.W.F. j�'�I�`III�IEI�S
SIDE WHERE IS SEE PLAN SEE CIVIL � w" SEE PLAN 1 # 5 CONT ARC=C=- ENGII�I ENG
APPLICABLE. DWG'S > �o AT CENTER. PLANNWG- DMRIOR D&%GN
GROUND FLR.
5960 S.W. 57TH AVE.
jj - ° �\ — — ° _ _ _ MIAMI, FLORIDA 33143
N ° d FAX (305) 666-4994
III =III =III III VVAPOR II =1 I I z
=III I I III 1 1
—Opp -0 a E AA 0002416
d° ° ° BARRIER Z 1 w L EB 0002354
SEE PLAN VAPOR BARRIER LLJ
g SEE PLAN
O F— EUGENIO M. SANTIAGO, P.E.
FOR FTG. SIZE 1 1 # 5 CONT EGISTERED ENGINEER (CIVIL /STRUCT.
AND REINF. (`1_3 SECTION (TYP.) FL. REG. NO. 19673
SEE SHT. S4.01 SCALE:3 /4 %1' -0"
(`_14 SECTION
� •, �:..., ter.'
1/2$' JT. FILLER . °� -=''� •
MATERIAL W/ �01SCALE:3 /4 " =1' -0"
CONC.COL. d SEALANT.TYP. AT D
SEE SCHED.
AT WALLS.
FUTURE SLAB 6" PC. PANEL �' •'•
° ° FIN. FLR.
3�aat:
- - ° d - - 4" CONC. SLAB
° - - - - - - �- - - 6'TYP. ON GRADE. ''•�.,,.�.:�,�� .
��� —���— ISSUE DATE
=1 I I =III =111= d - III III =III= PRECAST PANEL CONN. : o
6 "TYP. DETAIL BY PRECAST
MANUFACTURER -
SEE COL. SCHEDULE �" "A" "A" - cq
° REVISION DATE
FOR SIZE, REINF. TIES ° �� `J - rn 08-07-96
AND SPLICE LENGTH. ° ° .
SLAB N.I.C. (U.N.O.)
ONGRADE.
I I III =i I i� PRICING DOC.
CD _ 12 -10 -96
N
12 #9
VERT. REINF. °
TOP OF MAT BEYOND
0
2� 01 -14 -97
COMPACTED FILL. ui
-z
Y CLOSED TIES PEDESTAL
-
4 < 2 #3 2 S/2
° COL. REINF
°
o
m SEE PLAN NOT SHOWN
FOR CLARITY.
#3 @6 O.C.
CLOSED TIES
'Y-
° °
T FTG. °
Q
SECTION" A- A " /S4.01
d ° ° ° ° °
GB -1
C ADD FILE NAME
X
w
S401 _PT
TYPICAL PEDESTAL I DRAWING TITLE
FOUNDATION SECTIONS
SHEET NUMBER
TYP. TIE COL. IN INTERIOR TYP. TIE COL. IN EATERIOR rif�TYP. 20 SECTION A
CONCRETE COL. FOOTING DTL.
_
16 NON BEARING BLOCK WALL BEARING BLOCK WALL s4.o1 SCALE:3 /4 " =1' -0" s4.o1 SCALE:3 /4 " =1' -0" s4.o1 SCALE:3 /4 " =1' -0"
S4.01 SC
ALE:3 /4 " =1' -0" S4.01 SCALE:3 /4 " =1' -0" S4,01
4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 of