HomeMy WebLinkAboutVIOC CARMEL, IN - S2GEOiEXIILE FABRIC oa�e� �i�2 CLR �
1
DRAINAGE STONE/ « 7'
AGG. BACKFILL ... �'*x'
WATER PROOFING, � 7-e" MIN
REE SPECS
.oa��a;° ...
oo¢�
DRAINAGE IILE '� 3 CLA, TYP
SEE ARCH • yu'
a = \ �oe;.��
oovw° \ �
aob�° �
TOPPING SLAB,
� REFERENCE FN� PLAN
� SW REINFORCEMENT, SEE
� PLAN & MAT FOUN�ATION
SCHEDULE ON S-1
T/SLAB}�
SEE PLAN
T/MAT FOUN�ATION}�
SEE PLAN
WALL & FTG.
GEOTEXTILE FABRIC �y" CLR - I 1y" CLR
o , �.
Fx�° I
DRAINAGE STONE/ �16 - SEE 1/5-2.
AGG. BACKFILL "'^'"' I '
e�go
. � I .' — SEE 1/5-2
WATER PRWFING � 7-0' MIN .. I
REE SPECS.
w�=
oo¢w°
�see a�ni
ooam°
DRAINAGE IILE "�3" CLR, T1P
SEE ARCH .-e... yv'
�
vos� x�+r '.
\ �
eoaw� �
�
— �OWELS i0 MA7CH
VERT WALL REINF
CONT.WATER STOP
— 2X4 CONT. KEY WAY
SW REINFORCEMEN7, SEE
PLAN & MAi FOUN�ATION
scHEou�E oN s—i
�TYP. FOU�DATION SECTION
� SCALE: 3/4' = 1'-0"
CONC WALLS,
REF. PLANS —
�TYP. FOUNDATION SECTION
�%: SCALE 3/4" = 1'-0"
6x6-W29xW29 WWF ��. z
SEE SI1E PLAN .. �..�� SLOPE ..z• CL
�---/- CONT
�'S T&B
� iOPPING SLAB,
REFERENCE FND PLAN
—SW REINFORCEMENT, SEE
, PLAN & MAT FOUN�ATION
SCHEDULE ON 5-1
H4 w� 24" IEGS
� za (3) smEs
�
B, yI `—TURNE� �OWN SLAB
MIN "' � ON ALL SIDES
1y" CLR
_ lY2 CLR �:..-
2 EDGE _OF FROST SLAB
- CORNER BARS SAME
SIZE AND SPACING AS
HORIZ. BARS.
a
o�
a�
�
42 DIA.
(�) /
N�
�
�`�— �OWELS TO BE SAME
SIIE AN� SPACING AS
� HORIZ BARS.
� REINfORCING
SEE PLAN
DETAIL @ CONCRETE
3 F LOOTTNG CORrER
� WALL REINF.
REE PLAN & SECIIONS
TYP.
2 0"
�j�4's DWLS. THU57-0"�
� HORZ WALL REINF.
TYP.
6 SCALREI�F'_ DTL @ WALL CORNERS
�
SEE ARCH
1
RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
Jj¢a�� �Vo,�n�pAJ �
�
DATE: OZ�� 3�ZO
WALL & FTG.
CLR
� q4 CONT � 16" O.C.
— �'4 VERT � 18' O.C. QF.
�5 VERT � 18" O.C. LF.
— DOWELS 10 MA1CH
VERT WALL REINF
CONT.WATER STOP
— 2X4 CONT. NEY WAY
LW REINFORCEMENT, SEE
PLAN & MAi FOUNDATION
scHEou�E oN s—i
VENEER SEE ARCH �.
ISOLATION JOINT
cz, n5s �oNT.
CONTROL JOIM SAW COT
OR USE 1�8" PREFORMED
INSERL FILL CUT WI7H
JOIM FILLER FWSH W/
TOP OF SLAB
CONCRETE TOPPING SLAB
M
�
NOTES:
(1) PLACE REMF. � 2" �OWN
FROM i0P OF SLAB
(2) SEE FOUN�ATION PLAN FOR
coNrao� doiNr �ocnnoNs.
(3) snw cuT aoiNrs wcTHiN iz
HOURS OF POURMG CONCREiE.
— owa
♦.—� a
'� WAiER TIGHT MEMBRANE (4) y�5 BARS x 4'-0"
BTWN TOPPING SLAB AN�
MAT FOl1NDAII0N, SEE ARCH EX7RA BARS EQOAL IN AREA
— To n�nT oF aciNr.
�--'�- MAT FND, WT BY OPEMNG
' < SEE PLAN � �
y` (4J �5 BARS � %x\�;/K�
i
48 BAR �IA FOR k3 �... \ T l l\
iHRU K5. 60 BAR DIA ��
FOR �6 AN� LARGER �f�y
WATERPROOF BARRIER - REF. PLAN �����-7-''I
OPENING GREAiER OPENING 21" AND
CRUSHE� STONE BASE-REE THE THAN 21" DIAGONAL SMALLER DIAGONAL
GEO-TECH REPORT FOR A�D'L RECOM.
7 S�ATYPICALO„ SLAB CONTROL JONT
8" CMU WALL
� q4's VERT � 48" O.C.
� CONQ SLAB-REE CIV.
PL.
' 12° CMU GROVi
SOLID BELOW GRA�E
----- DOWEL w/ STD HOOK TO
MATCH VERT REINFORCEMENT,
..- �AP ,6••
�
� i� ��
10 SCREENWALL FOUNDATION DETAIL
TYP. REINFORCING
$ AT CONCRETE OPENINGS
/ 7-0" MIN. /
A-A
— SLEEVE 2" LARGER hIAN PIPE
W/COMPRESSIBLE FOAM FILL
FTG. REINF. CONi. 4"0 CONT. PERF. PIPE
(Tra.) w/PostnvE oRn�NacE (Tva.)
�
z._a. �na (rm.)�.:.
4�P
^i
e�
\
ADD�L $Ss 70 MAiCH
HORIZ. REINF. IN iHE
FiG.
I �� �
�� 2�4 KEY WAY
4 STYP. WALL CONST. JONT
CAULK JOINT
F �otNt
� / .. CONT. CAULK JOINT
1y" CLR -. Typ.
\
• , a
i
• �...... �\
1y" CLR `
�CUT EVERY O7HER HORZ. REINF.
EXCEPT TOP & BOTTOM REINF.
NOTE PROVI�E CON7ROL JOINTS � 25-0' MAX. SPA.
�TYP. WALL CONTROL JONT
�% SCALE: 3/4" = 1'-0"
----I-
DRAIN PIPE
9 S@�E FOUNDATION PENETRATION
.- FOl1NDATION
WALL-REF. DTL. 1/5-2
FOR SIM. AD��L INOF.
CONQ SLAB-REE FN�.
PL.
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