HomeMy WebLinkAboutS403 - TYPICAL SECTIONS & DETAILSRELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
r
�un��V l�rc�alols�.
�
DATE: 0��06�20
ROOF DRAM (SEE PLUMBING
�RAWINGS FOR OPENING
SRE AND LOCATION)
1141/ 2
� L3x3x114SUPPORT
BEAM FRAME
16 GA 24'k20" PANS (SEE MECH)
ovERF�ow oaaiN �sEE
PLUMBING DRAWINGS FOR
OPENING SIZE AN� LOCATION)
, r �ECK
SECTION @ ROOF DRAIN
SCALE: 3/4" = 1'-0"
BEAM
ALLSUPPORTS
3&4PATfERN_
ALLSUPPORTS
36/5 PATfERN_
ALLSUPPORTS
36O PATfERN_
ALLSUPPORTS
NOTE:
1. ALL WELDS SHALL BE 6/8"0 PU��LE WEL�S
2 USE�i)p1�TEK5CREW551�ELAPFASTENERPERSPAN
ROOF DECK FASTENER PATTERN
SCALE: 3I4" = 1'-0"
IF THIS �IMENSION IS MORE
THAN 4"-ADD (2�L2x2x3/18 AS
SHOWN. FIEL�WEL�TOTOP
nNo sonoM cHORo
(FURNISHED AND WSTALLE�
BY MECH CONTRACTOR)
CROSSES
JSTORBM
JOIST
IF THIS �IMENSION IS M01
THAN 4"-ADD (2�L2x2x3HE
SHOWN. FIEL�WELDTO'
AND BOTTOM CHOR�
(FURNISHE� AND INSTALL
BV MECH CONTRACTORJ
TYP JOIST REINF DETAIL
SCALE: 3l4" = 1'-0"
ROOFCURB
�ECK �
CHANNEL
PROVI�E STIFFENER L2x2x1/4
EA SIDE OF JOIST TO BOTTOM
CHORD PANEL POINT
PIECE OF C3x4.1 IN DECK
CELLS @ 12" OC (OVER
JOIST) UNDER CURBS
� DECK
SECTION A
�oisrou�v i�a'7"
CENTERLINE MA%
OF JOIST OR
BEAM
cs.ios ' a
r �
I
I I
I L3w9x1l4FRAME �,
I ATOPNG I
i i
I I
� �
i i
� i
JOISTPANELPOINT L-------- --------J
VARVw/iVPEOF C6x105 - - -
JST, SEE PLAN FOR
SIZE (JOIST ONLV)
CHANNELFRAMEPLAN
114 TYP
. \ �
L3a3x114 (TYP)
ANGLE FRAME DETAIL
i14�
�
CEMERLINE
OF JOIST OR
BEAM
EXTEN� CHANNELS TO NE%T
�oisr iF REao, oo nor
CANTREVER MORE THAN
1 �•
MECHANICAL UNIT
MECHANICAL WRB MUST
BE CAPABLE OF SPANNING
ro sioe cHnNNeis
;�����S��Ep�" FRAMING
dE� p�� � �� 1
���GE �N =
Q
n OPNG
1
CL f
J� NOTES'
1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR
WITH SIZES AND LOCATIONS
2 REFER TO ARCH DRAWINGS FOR LOCATIONS OF
oPENiNcs.
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER
THAN 12' SQUARE. INCLU�ING ROOF DRAMS.
4. PROVI�E CHANNEL FRAME FOR UNITS GREATER THAN
2501bs FOR OPEINGS.
TYPICAL ROOF OPENING FRAME
SCALE: 3/4" = 1'-0"
OPEN BLOCK CMU WALL —
(RUNNING BON� PATfERNJ
#4x24.R @8'OC.
r CMU WALL
OPEN BLOCK CMO WALL
(RUNNMG BOND PATTERN)
VERT REINFORQNG
HORIZREINFORCING `
�
� CMU WALL —
1.i _.� dh x ry 1a�� @8"OCJ �
ALTERNATELEG
VERT REINFORCING DIRECTION OF
INTERSECTION BARS
HORIZ REINFORCING
A TYPICAL CORNER B TYPICAL INTERSECTION
TYP BOND BEAM CORNER BAR
DETAIL
SCALE: 3I4" = 1'-0"
TYP MASONRY WALL OPENING
SCALE: 3I4" = 1'-0"
NOTES:
1. REINFORCINGSHOWNISINADDITION
TOREINFORCINGSHOWNONPLANS INTOREXT
AN�SPEQAL�ETAILS. LOAD-BERING�
2. RBNFORCINGTOMATCHWALLREINFORqNG CMU
IN�ICATE� ON PLANS.
Y�I.��'-'YA 8�,
CMU WALL � �
INTNON-BEARIV� �
CMU
CMU WALL
VERT WALL
REWF
GROUTCORE
FULLHEIGHT
VERTWALLREINF � WIREMESH � v� �
WALL TIE
IAITYPICALCORNER (B)TYPICALINTERSECTION (CITYPICALJAMB
TYP MASONRY WALL REINFORCING �
SCALE: 3/4" = 1'-0"
SEE PLAN PoR VERTICAL REINFORqNG
SIZE AN� SPAQNG - LAP BARS 48 �IA AT
SPLICES, EXTEN� BAR540 �IA INTO
FOUNDATION WALL UNO
BLOCKCORESw/ �
REINF STEELTO BE
RLLE� WITH GROUT
THE FULL HEIGHT OF
WALL /
HORIZONTAL REINFORCING
EVERVi6"VERTICALLY
(DISCONTINUOUS AT VERT
WNTROLJOINTS)
TYPICAL MASONRY WALL
REINFORCING
RUBBER CONTROUOINT �
SEE SPEGFlCATI ONS - SEE
ARCH DWGS FOR JOINT
LOCATIONS
SCALE: 3l4" = 1'-0"
VERTICALREINF -
(CONT THRU BOND
BEAMJ
CORE FlLLE�
souo wirn FiN�/
GROUT /4�G
(2� q5 uNo
TYPICAL BOND BEAM
CONCRETEMASONRV
BOND BEAM UNITS
SCALE: 3l4" = 1'-0"
EXCAVATION LINE
SEE SOILS REPORT
wR sioPE
4= DEPTH TO SUITABLE SOILS
,McCOMAS/
O'DONNELL&
NACCARATO
_ SiRIICTIIRAI ENf,INEERS
aooNNEu s NnccnRaTo, iNc.
1717 EAST 1161h STREET I SUITE 200 I CARMEL. IN A6032
(31])580-0402I WWW.O-N.wm I ProjeclNo.]080.0004.00
=FOOTINGOR � FUTUREGRADE
GRA�E BM
SOFT. UNSUITABLE SOILS
EXCAVATE� AN� REPLACED
WITH"CONTROLLED
DENSITY FLOWABLE FlLL".
FOOTING
WIDTH
FDN-060 CONTROLLED DENSITY
FLOWABLE FILL DETAIL
SCALE: 3/4" = 1'-0"
SOFTUNSUITABLESOILS FUTUREGRADE � COLUMNPoOTINGOR
EXCAVATED AN� REPLACE� GRA�E BEAM
WITH"CONTROLLE�FlLL" �
� I I � FORSLppOREPORT
i
/
�� 2
�
/ 1
�
�\
�
�
FDN-059 CONTROLLED FILL DETAIL
SCALE: 3/4" = 1'-0"
FTG REINF
MATCH FOOTINGREWFZ'-�p„
IN SIZE AND NUMBER
REp'D
•(SEE PLAN) "
�
TIF�
, .� ° ��
'�
2 I
F�'-I � FTGREWF
TYP TOP OF FOOTING STEP
SCALE: 3/4" = 1'-0"
BAR 9ZE 8 NUMBER x 5'-0" TO
MATCH FfG RBNF
SEE WALL FTG SCHE� FOR
REINF . . :.. ^.
��
2
�o TISTL
x {SEE�
h
w
TYP SLEEVE DETAIL AT WALL FTG
SCALE' 3/4" = 1'-0"
T/�_ F_
SEE PLAN
PVC SLEEVE AS REQD
NEW CMU WALL
----�
-----Z _
�
o LL � _-_
WALL FOOTING — p �
LL �
(W�
STEP IF REQD FTG REMF g��
�RILL & SET d5x1'-8" @ 1Y OC wl HILTI
HIT HV150-ICEIMAX A�HESNE TO
BOND IN EXISTING WALL FOOTING
NEW FTG TO EXISTING WALL
SECTION
WALLBEVOND
(EXISTING)
EXISTING WALL 8
FOUN�ATION
SCALE: 3/4" = 1'-0"
'����.� ,
PEDCOR DESIGN GROUP LLC
Architec[ure / Pmject Management.
355 City Center Drive
Carmel Indiana 46032
3177057979 (phone)
317.705.7980 (fax)
Engineer:
D�NEY Mc��,
; � �o-E NQ D �=
� 860325 � =
srnre ov � ;
';, F�S;./�A`:�NG��':
��,�����
BY:
� �
� ❑ �
�
�
KEY PLAN �
Bldg 1
Noa.x
Developer:
P E D C O R
�i� Ve�7,t,esr
DEVELOPMENT CO.
Project:
�
�
O
OW
� �
� � 0
♦^ U �
v� � z
W U a�
� J �
W U
U �
�
U
J
�
�
�
4Nvvi4tii6J..xFxSw OFiNLOMEXiB
CONSTRUCTION
DOCUMENTS
Set Issue Date Sheet Issue Date
03/1312020 03/13I2020
�fKWs By: CheaRHd By:
Last Revision Date:
No. �ate Descnption
� 0&2520 Ntltlentlum3
Project Number:
M/0&N 7080.0004.00
Sheet Title:
TYPICAL
SECTIONS &
DETAILS
Sheet Numbec
�����e�