HomeMy WebLinkAboutS-302G - GARAGE -FOUNDATION DETAILSCMU WALL, SEE PLAN
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CABLE DETAILS.
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WALL, SEE
SECTION 3I5-603G
3'-0" WASH
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SEE PLAN
� PTSLAB,THICKNESS
AND REINF. PER PLAN
ARCHITECTURAL SCREEN NOTSHOWN
FORCLARITV. SEEARCH.DWGS.
1/2" EXP. JOMT MATERIAL
CONG SLAB ON
GRADE, SEE PLAN
3'-0" WASH —
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RETAINING WALL, SEE PLAN
AND SCHED. FOR S2E AND
REMF REQ'TS.
GRADE
BENTONITE
WATERSTOP
TISLAB EL.
SEE PLAN
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TIFTG. EL.
SEE PLAN
RETAINING WALL FOOTING,
SEE PLAN AND SCHED. FOR
SRE AND REMF REQ'TS.
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
CityofCarmel L SECTION
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onrE: 09/19/19
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CONC. SLAB ON
GRHDE, SEE PLAN
3'-0" WASH
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3'-0" WASH
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AND SCHED. FOR SRE AND
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RETAINING WALL FOOTING,
SEE PLAN AND SCHED. FOR
S¢E AND REMF. REQ'TS.
8 , RETAINING WALL SECTION
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TVPE ZB EXPANSION
JOINT MAN UFACTURED
BY CONSTRUCTION
SPEC WLTIES, OR
APPROVEDEQUAL
2•'
— BARRIER CABLE, iYP. SEE
_".��,.' TVP. VEHICULAR BARRIER
��� CABLE DETAILS.
13
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CONC. SLAB ON
GRADE, SEE PLAN
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TISLAB EL.
SEE PLAN
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BARPoERCABLE,TYP. SEE
'J- TVP.VEHICULARBARRIER
CABLE DETAILS.
V2" EXP. JOMT MATERIAL
CONG SLAB ON
GRADE, SEE PLAN
� 3'-0"WASH
RETAINING WALL, SEE PLAN
AND SCHED. FOR SIZE AND
REMF REQ'T5.
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SEE PLAN
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BARRIERCABLE,TVP. SEE
; ]-;'" � TYP. VEHICULAR BARRIER
�-� CABLE DETAILS.
RETAINING WALL SCHEDULE
BASE BASE BASE TOE HEEL STEM STEM STEM KEV KEV KEY
T�PE THICKNE55 PRIMARY TRANSV. �ENGTH LENGTH THICKNE55 VERT. HORIZ. REQ'D DEPTH VERT.
REMF REMF REMF REMF REMF.
Ri 2'-0" k6 AT 12" k5 AT 12" 4'-0" 6'-0" 1'-0" k5 AT 6" i74 AT 12" YES 3'-0" k5 AT 9"
R2 2•_0•' k6 AT 12" k5 AT 12" 3'-0" 4'-9" 1'-0" k5 AT 9" i74 AT 12" YES 2•_9•' k5 AT 9•'
R3 1•_6•' k6 AT 12" i74 AT 12" 2'-9" 4'-6" 1'-0" k5 AT 9" i74 AT 12" YES 2•3•' k5 AT 9•'
R4 1•_6•' k6 AT 12" i74 AT 12" 2'-0" 3'3" 1'-0" k5 AT 12" i74 AT 12" YES 1•_9•' k5 AT 9•'
RS 1•_6•' i74 AT 12" i74 AT 12•' 1•8•' 2'-0" 1'-0" i74 AT 12" i74 AT 12" YES 1•3•' i74 AT 12•'
R6 1•_6•' i74 AT 12" i74 AT 12•' 1•8•' 2'-0" 1'-0" i74 AT 12" i74 AT 12" NO - -
R� 1•_6•' i74 AT 12" i74 AT 12" 1'-9" 2'3" 0'-8" i74 AT 12" i74 AT 12" YES 1•3•' i74 AT 12•'
ns�ne e�.
� � SEE PLAN
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� T/WALLEL.
I SEE PLAN
PROVIDE CONTRACTION
JOINTS IN RETAINING WALLS
SPACED AT 25'-0" O.C. MAX,
SEE DETAIL 2/5302G
� STEM VERT. REINF., SEE
' SCHEDULE,SEENOTE1
— STEM HORIZ. REINF., SEE
SCHEDULE,SEENOTE1
STEM THICKNESS,
- SEESCHEDl1LE
THE HEEL SIDE OF THE WALL
SHALL NOT BE BACKFlLLED UNTIL
FINAL GRADE HAS BEEN PLACED
ON THE TOE SIDE OF THE WALL.
TOELENGTH, HEELLENGTH,
SEESCHEDULE SEESCHEDULE
Y' CLR.
-- TYP., U.N O.
(SEE NOTE 1)
GRADE � gENTONITE
III III III I WATERSTOP �— BASEPRIMARV
� REINF., SEE
�� TIFTG. EL. �j ��� SCHEDULE
SEE PLAN T/FTG EL.
� � SEE PLAN
BASE THICKNESS, .
SEE SCHEDULE �� �.
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I I . pq qT 12" O.C. U — BASE TRANSVERSE
� � �� m REINF.,SEE
KEV DEPTH I I KEY, IF REQ'D., SCHEDULE
SEESCHEDULE I SEESCHED.
I I
� _ _ - { -..< KEY VERT. REME,
I SEESCHEDULE
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NOTES:
� 1' -6" � L FOR WALLS S" THICK OR LESS, ONLY ONE LAYER OF
STEM VERTICAL AND HORIZONTAL REINFORCEMENT IS
REQUIRED, CENTERED WITHIN THE THICKNESS OF THE
WALL.
8.
VY' EXP. JOINT MATERIAL
� CONG SLAB ON
GRADE, SEE PLAN
3'-0" WASH
—� � �T/SLABEL.
. . . SEE PLAN
�. p.
PT BEAM, SEE PLAN —
AND SCHEDULE
CONG SLAB ON
GRADE, SEE PLAN
— 3'-0"WASH
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� RETAINING WALL, SEE PLAN
AND SCHED. FOR SIZE AND
REINF. REQ'TS.
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BENTONITE
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RETAINING WALL, SEE PLAN
AND SCHED. FOR SIZE AND
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SEE PLAN
BENTONITE
WATERSTOP
T/FTG. EL.
SEE PLAN
, . TYP. RETAINING WALL SECTION
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il2" EXP. JOINT
MATERIAL
EXTERIOR CONG SLAB,
SEECIVILDWGS .
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4 , FOUNDATION SECTION
'...... SdG2G :' 1•• = 1• �•• �
CMU WALL, SEE PLAN
METALPANEL,SEE
ARCH.DWGS.
EXTERIOR CONC.
SLAB, SEE CNIL
DWGS.
RETAINING WALL FOOTING,
SEE PLAN AND SCHED. FOR
SIZE AND REINF. REQ'TS.
9 , RETAINING WALL SECTION
S3G2G :'' 3/4•• = 1• �••
RETAINING WALL FOOTING,
SEE PLAN AND SCHED. FOR
SIZE AND REINF. REQ'TS.
� , RETAINING WALL SECTION
53G2Gi 3/4••=1•0••
GRADE
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GRADE, SEE PLAN
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SEE PLAN
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SEE PLAN
WALL FOOTING, SEE PLAN
AND SCHED. FOR SIZE AND
REINF. REQ'TS.
— DWLS., MATCH SRE AND
SPACING OF CMU WALL REINF.,
SEE PLAN AND SCHEDULE.
VY' EXP. JOMT MATERIAL
CONC. SLAB ON
GRADE, SEE PLAN
� ,.T�S�AB E�.
I SEE PLAN
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AND SCHED. FOR SIZE AND
REME RW'T5.
5 , FOUNDATION WALL SECTION
SdG2G :' 1•• = 1• �••
�2",2"— � PVC WATERSTOP,
FILLJOINTWITH i REQ'D.ATRETAINING
SEALANT,iVP. WALLSONLY
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ANTICIPATED � 1/2"TYP.� �� WALLREINF.,SEE
CRHCKMG OTHER SECTIONS
AND DETAILS
NOTES:
1. UNLESS NOTED OTHERWISE, CONTRACTION JOINT SPACING SHALL NOT
EXCEED 25 FEET.
2 50 % OF THE HORRONTAL REMFORCING STEEL SHALL BE WNTINUOUS
THROUGHTHEJOINT. CONTINUOUSANDDISCONTINUOUSHORIZONTAL
BARS SHALL BE ALTERNATED ALONG THE WALL HEIGHT.
3. CONTRACTION JOINTS SHALL NOT OCCUR W ITHIN 5 FEET OF A WALL
CORNER.
2 TYP. WALL CONTRACTION JOINT DETAIL
�.....b',G2G ' 1.. _ �. Q..
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STONEVENEER,SEE �
ARCH. DW GS.
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EXTERIORCONC.SLAB, �
SEE CIVIL DW GS.
CURTAINWALL, SEE
ARCH.DWGS.
ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZP Investments, LLC
11460 N Meridian Street
Carmel, IN 46032
317-705-5050
Architect
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633�040
Structural Engineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317324-6024
Mechanical / Electrical Engineer
Heapy Engineering
3850 Priority W ay S. Dr. #204
Indianapolis, IN 46240
317-571-8795
Civil Engineer
Civil & Environmental Consultants, Inc.
530 East Ohio Street G
Indianapolis, IN 46204
371-655-7777
SFAL � DATE
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SHEETISSUE
1 Issued for C
O6/21/19
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GRADE, SEE PLAN
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SEE PLAN
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Y'CLR.- TIFTG.EL '�`�uva��'� "���uxrsarwvmuxrrrvmmenwser�x�er
� PROJECT NO 18087.001
SEE PLAN
SHEET TITLE
GARAGE-
� FOUNDATION DETAILS
.m � WALLFWTING,SEEPLAN
AND SCHED. FOR SIZE AND
REME REQ'TS.
3 FOUNDATION WALL SECTION
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SHEETNUMBER
S-302G