HomeMy WebLinkAboutS403 - SOG DETAILS & LEGENDS.-�'c�' S��
RELEA5E0 FOR CONSTRUCTION
Suhjec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
r
�un��V l�rc�alol,��_
�
DATE: 06�� $�2O
EXTERIOR SLAB
Y SEE CNIL
OPENINGIN i I
SLAB SEv '
DETAILHi COLUMNISOLATION
` SEEDEiA1LD
/ T/C�NC9
\ / n' o"
VAPORRETARDER FORMEDKEV
CONC SIAB \
� TISLAB�
\ : ,._ ', ' t(SE�
WMPACTE� GRANULAR FILL
_ _ _ — COMPACTE�SUBGRA�E
_ .. . `' —1I I—
TYP SLAB CONSTRUCTION JT
'�� � CONC RAMP
� LOWERSLA9
I ncoNc I `---- a `--- �
-0�'���� CMUWALL
COWMN ISOLATION � T/CONC ' m
SEEOETAILE � ' -0'-0" CONSTRUCTIONOR ___ _
o CONTROLJT �— —
a J �_ _
� 50G01 THICKENE�SLAB
SLABONGRAOE A r
SLAB DEPRESSION
= SEE _ �
ARCH SLAB MARH
SEESCHE�ULE
TYPICAL SLAB ON GRADE KEY PLAN
SCALE:NTS
NOTE'. KEY PLAN ILW STRATES CONSTRUCTION WNCEPTS ONLV. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS.
I
I
I
I
I
—___�_
I
I I pD01TI0NAL
OPENINGIN I I
� SLAB � p4x1' 8'• @
I I EACHCORNER
_— __ _ _________ ____
I I
I
I I
I I
1' " 11 � �
� � � � —
��� � � � �
I I J
I I I I
I I I �
----7— ---- —r---- ---- ---------
nooinoNn� �
I I I
(4)p4x1'b' I I I I
I I I I
LIMITS OF SLAB
REMPoRqNG
TYP SLAB ON GRADE OPENING
SCALE:NTS
CONCSLAB flex�@iT'OC
n q„ k3CONT
TISLAB
��SEE PLAN) � � �
q � r
COMPACTED
�RAINAGE FlLL
��ZI i i—i i i—i i
z
U
a
CONCSLAB �
T/SLAB
� .(SEEPLAI�
� N .
� z SECTION
O U
" � SEE PLAN a
a N PoRLIMITS�
T� N
(SEEPLAN) � �•-�
r r
WVJFTOCONTTHRU I I I _I I I I I I—
CONC PIER (BELOW)
r�r�/ FOUNDATION WALL SEE
ii6%4%///a FOUN�ATION PLAN FOR
ncruni coNoinoN
� _ _ I — — �_ —
—i
i �
i �
POUR SLAB. LEAVING OUT AREA
COLUMN L I AROUN� COLUMN. INFlLL WITH
I CONCRETEAFTER SLAB HAS
��REo
`'" 112" EXP JT MAT'L
3q '
SLAB WNTROLJT,
TYP AT ALL
COLUMN LINES
TYP COLUMN ISOLATION JOINT
SCALE:NTS
�
� POUR SLAB,LEAVING OUTAREA
COLUMN I AROUND COLUMN. WFILL WITH
WNCRETE AFTER SlAB HAS
CURE�
SLABCONTROLJT,
TYP AT ALL 1/2" EXP JT MATL
COLUMN LINES
TYP COLUMN ISOLATION JOINT
SCALE:NTS
IMERIOR SLAB
a
112' EXP JT MAT'L
TISLAB @ THRESHOLD
� a�SEEPLANf CONCSLAB
� '�� � ..—•
��
EXTERIOR NOTE
SLAB
COOR� LOCATION 0
THRESHOL�w/ARCH
� SLOPE �WGS
T/SLAB�
,_—�. � � . �� �(SEE�
TIW
DEPRESSEDSLABAREA g^MIN COMPACTED
DRAINAGE FILL
SECTION
TYP DEPRESSED SLAB SECTIONS
SCALE:NTS
CONC SLAB
.IS� LAB
(SEE PLAN
CMUICONC
WALL
TYP EXPANSION JT AT WALL
SCALE:NTS
+�SEE PLAN)�
PERIMETER GRANULAR
WSULATION- RLL
sEEnRCH
; ':' MS x ��,�--� @48"OC
TYP SECTION AT ENTRY
SCALE: NTS INTERIOR SLAB EXTERIOR
SLAB
1l2"EXPJTMAT'L � MSx3'-0"@12'OC
CONCSLAB y SLOPE (3)PER�OORMIN
� TBLAB�
� :=, ' . � .- . . �(SE�
. T� .� ,
PERIMETER � GRANULAR
iNsu�nTioN- Fi��
SEEARCH
#5 x � v �a 48 OC
TYP SECTION AT EXTERIOR SLAB
SCALE:NTS
II J
I TICONC
I �
TISLAB
�_ � ',-- +�SEE PLAN��
COMPACTE�GRANOIAR FlLL
— — — COMPACTEDSUBGRA�E
ia' zs,_o,. z vz, `i �. ... _� i i-1 I 1= i �,.
1� 0• 25 �• 3•
Nore
WNTRACTOR TO PROVIDE CONTROL JOINT LAVOUT. BASED ON MAXIMUM JOINT SPACING, UNO.
TYPSLABCONTROLJT
TYPICAL CONCRETE SLAB JOINTS
SCALE:NTS
REINF ALLINTERIOR
MASONRV WALLSOVERI2'-
0" HIGH w/
NS @ 4'-0" OG UNO
7f5 x �,-0„ DOWELS, U
(3�N5CONT �
THICKEN� PORTION OF
SLAB TO BE i1NICE THE
SLAB THICKNESS CALLED
OUT ON THE PIANS
�� �� , --°�,
•.. ._ . . .. `.
� I I� I� � I� I—I� I—I� I—I� I 1� I-
3 0•
TYPICAL THICKENED SLAB
SCALE NTS
CONC SLAB � METALCONSTUCTIONJOINT
T/STL KEV
�+(SEE PLAN) � � � � y
Vs1Y
Ni
I I I— — I — —_I — _� I li I I I�
I I 1�I0"I P 8I"ITVP I I— I I
I I COMPACTE� �RAINAGE FlLL
TOP OF RAMP
CONC SLAB
METAL CONSTUCTIONJOINT
KEY
TISTL�
— — � � � � � �5�
- -- -- -- -- I I I—I I m x
.o
BOTTOM OF RAMP
TYP CONCRETE RAMP DETAILS
SCALE:NTS
�EXTERIOR SLAB
SEECIVIL
�
— V
� CMU/CONC WHLL
1/8" SAW N CONTROL JOINT, ALL
VAPOR RETAR�ER I JOINTS SHALL BE SAWN WITHIN
CONC SLAB � 12 HOURS OF SLAe POUR
COLMARK SEESCHEOULE
P16=PIEftMAftK,5EE5CHEDULE �FORACTUALSIZE
VP=TOPOF%ERELEV � BASEGLAiEANDANCHOR
P16 TIP-0'-8'• � ftODS �
F4=COLFTGMAftH.5EE5CHE0ULE �_ I �g`'� �
DF=TOPFTGELEV F4 TIF 2'-8' / �
r--X i
i i �
i i �
L_—J 31 e
CONCRETEMASONRYUNITWALL(MW) ���� 3
TISTL SEE SCHED PoR SRE AND REMF
� POCHEREPRESENTS
�SEE PLAN) I I MASONRYWALL
iN✓=TOPOFWALLELEV �
SPOT ELEV INDICATESCONCRETEWALL (CIA9, SEE SCHE� � I INDICATES EDGE
TOPOFCONC FOftWALLTHICKNE55AN�REINF \ I OFWALLFiG
INOICATESEDGEOFWALL _ �� �
__ __ FTGUNOERFLOORSLAB_ �_ r � CWBTIW-0'�0"
J L________J
H
POCHE Pi6 WF24TI .Y8'•
� REPRESENTS F4 Z
5401 CONCftETE WAL�ETE WALL FiG (WF). SEE 5401
SCHEDPoRSIZEANDREWF INDICATESPLANDETAIL �
T/F= i0P OF FTG ELEV
INOICAiESSECiIONWT �Z � COLGRID.COLUMNSCENTEREO
ONGRIOINiEftSECTION, UNO
FOUNDATION PLAN LEGEND
SCALE:NTS
COL GRID, WLUMNS
CENiERE�ON6RI�
IMERSECTION, UNO
BEAM CAMBER _
NUMBER OF �
SHEAft5TU05
INOICATES BEAM SIZE �
INDICAiES JOIST SIZE
INDICATES PLAN DETAIL
i/JOISTGIRDEftELEV �
JOISTGIftDER51ZE r
(UNFACTOftE�)
HOftIZ BftIDING �
0
cYix
U
oo—
Fo
¢
ozz
zyQ
�
T
OPENINGTHRU
OECKANO
FRAMING
INDICATES SECTION CUT
TOP OF SiEEL ELEV
AT GRID INTERSECTION
� UNFACTORED
REACTION IN KIPS
TOP OF STEEL ELEV
moicarEs eEaM s¢E
JOISTSIZE
� INDICATES KNEE BRACE
'x�eRiocwc � wiax2ztza•a• - p
2
MOMENiCONNECiION INDICATESBRACING
5501
� INDICATES BRACING ELEVATION
FRAMING PLAN LEGEND
SCALE:NTS
FACTORED
REACTIONINKIPS
�
WWMNMAFX 1
SEE
SCHEDULE
BEAM SIZE
-COL GRIO. COLUMNS CEMERED ON GRID MTERSECiIONS
UNO INDICATES FRAMING
� MEMBERANDSPACING
TRU55 T2 2'-0"
�� INDICATESBRG WALL
INOICATES HEADER BELOW
BELOW
3 2x6 — _ _ — = INDICATES FRAMING
y<"+ MEMBER
\ J9
c4y'�� I � INDICATESSECTIONCUT
i �INDICATES ROOF a
OVERBUIL� w �
� TOPOF � w o
� BEAM a ¢
U �zy
INOICAiES PLAN J G
°SrvOiPEresrrooF F�oORFRPH`\N
INOICAiESWDBEAMFRAMES z
MTO SIOE OF COL/POST
¢
INOICAiES WD BEAM FRAMES
OVER TOPOF COUPOST
�
¢
QG V
C
INDICATESBUILTUPCOLUMN _�
INOICAiES � L �NDICA7E5 �
OPENINGIN FRAMING MEMBEft
FRAMING SIZE
WOOD FRAMING PLAN LEGEND
SCALE NTS
�2
EDGE OF DECK.
PERIMETERANGLE
INDICATES FRAMING MEMBER
SIZEAND SPACING
T/BRG WALL_
t�12!'�Q��
` ELEVATIONTAG
INDICAiES FRAIvI1NG
MEMBEft SIZE AND
SPACW6
INDICAiESBRG WALL
ee�ow
PEDCOR DESIGN GROUP LLC
Architec[ure / Pmject Managemenl�.
355 City Center Drive
Carmel Indiana 46032
3177057979 (phone)
3177057980 (fax)
Engineer:
V �
yZ�
,�Wo�
OWw
��O
/GW;.�
0
N
W
� E
Np �
�e �
c
�
� c o
� ° � E
^ D Q O
' c o u
� V
„°,w mE
n� '^ 3
� U n 3
Developer:
P E D C O R
�� �8�,8�
DEVELOPMENT CO.
Project:
�
•�
�
� • �
� �r N
�` �
� W �
� �
O �
U `� �
� �
� � �
O � �
� � U
•� �
�
2
Set Issue Date Sheet Issue Date
04115/19 04115/19
�fKWs By: Check�e�d By:
Last Revision Date:
No. �ate �escription
0
Project Number:
Sheet Title:
SOG DETAILS &
LEGENDS
Sheet Numbec
�����e�
MEI 16054