HomeMy WebLinkAboutS401- DUMPSTER ENCLOSURE PLAN AND DETAILS�
Q
N
MASONRY REINFORCING STEEL
LAP SPLICE CHART
BAR SPLICE LENGTHS
BAR UNCOATEDBARS
TYPE 1ALD TYPE 1.SLD
k3 20" 36"
#4 26•• 48�•
tt5 32" 60"
p6 39'• 12'•
#] 45" 84'
#8 52' 96"
#9 58" �09,.
NOTES:
1. ALL SPLICES ARE TVPE 1.OLD, UNO.
2. SPLICESBASEDONFs=32,000PSIANDfm>=i500PS1.
VERTICAL REWFORCWG�
PROVIOE LAP SPLICE PER �
"MASONRV REINFORCING
STEEL LAP SPLICE I
CHART" I
r---�
h TIWALL L J
104 8"
CMU WALL, Wi
FACA�EAN� I
CAP PER ARCH�I
HOOKED DOWEL, SIZE I
AND SPACING TO MATCH
A T/FTG
PER PLAN
#5 @ i6"OC EW, T8B
SECTION
N T.S.
PER PLAN
�
ENLARGED DUMPSTER ENCLOSURE PLAN
il2" EXP JT MATL
SLABANDCOMPACTED
� S116-GRADE PER CNIL
MASONRY LAP SPLICE TABLE
VERT REINF
REBAR POSITIONER
U
CMU
REBAR POSITIONER
VERT REINF
CENTERING CLIP
U
CMU
CEMEFWG CLIP
TYPICAL REBAR POSITIONERS
CUT CMU W EBS AND FACE
50 GROUTAND REINF
ARE UNINTERRUPTED, TVP
NOTES:
1. VERTICAL REINFORCEMENT IN�ICATED ON THIS
�ETAIL IS REQUIRED IN ADDITION TO SCHEDULED
VERTICAL REINFORCEMENT, UNLESS SCHEDULED
REINFORCEMENT ALREADV OCCURS AT THE
INDICATED LOCATIONS.
2. PROVIDELAPPEDDOWELSINTOFOUNDATIONAT
ALL VERTICAL REINFORCEMENT.
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
'�v�:���\i 1�.rvalMa=� .
DATE: O$�Z4�ZO
VERTICAL REBAR SIZE
TO MATCH WALL REMF
CORNERBARSMATCH
BOND BEAM REINF (LAP
SPLICE)
BONDBEAMREMF
CMU BOND BEAM UNIT
WIOPENBOTTOM
CORNER
VERTICAL REBAR SIZE
TO MATCH WALL REMF
PREFABRICATED L-SHAPE
JOINT REINF AT WALL CORNER.
MATCH CONTINUOUS JOINT
REMFAND LAP SPLICE fi" MIN.
CORNER
�LL JOINT DETAILS
i14..= 1. U..
GENERALPLANNOTES:
1. TIFTG = 96'-0"
2. SEEARCHITECTURALANDCIVLDRAWINGSFORADDITIONALINFORMATIONAN��IMENSIONS.
UNIFORM RADIUS CONCRETE
CROWN 1"ABOVE TOP OF PIPE
VERTICAL REBAR SIZE TO PRE-FORMED
MATCHWALLREMF.TVP \ �CONTROLJOINT
GASKET IN SASH
CMU WALL REINFORCEMENT SCHEDULE
MARK I SIZE I VERTICAL REINFORCEMENT
W1 8" #5@32"OC
NOTES:
1. SEETHESTRUCTURALDRAWINGS,ARCHITECTURALDRAWINGSAND
SPECIFICATIONS FOR REQUIRED HORIZONTAL (BOND BFAM AND
JOINT) REINFORCEMENT AND REQUIRED ADDITIONAL VERTICAL
REMFOftCEMENT.
2 PROVIDE MATCHING HOOKED DOWELS MTO THE FOUNDATION FOR
ALL VERTICAL REINFORCEMENT. GROUT SOLID ALL CELLS
CONTAINING VERTICAL REMFORCEMENT.
REMARKS
0
d
TVP BAR
PLACEMENT
CMU WALL REINFORCEMENT SCHEDULE
VERTICAL REBAR SIZE TO
MATCH WALL REWF, TYP
Tl�
VERTICAL REINFORCING PER
CMU WALL REINF SCHEDULE
`BACKER R00 AND
INTERSECTION BARS BOND BEAM REMF.
MATCHBONDBEAM SEALAMEACH TERMINATE2'BACK
REINF(LAPSPLICE) SIDE FROMENDOFWALL
BONO BEAM REINF TERMINATE 2" BACK
BOND BEAM REINF FROM CONTROL JOINT EACH SIDE.
(EXCEPTION: AT BOND BEAM AT TOP OF
PERIMETER AND LOA�-BEARING WALLS
CMU BOND BEAM UNIT STOP CJ AT BOTTOM OF BOND BEAM
W/ OPEN BOTTOM AND MAINTAIN TOP BOND BEAM AND
REINF CONTINUOUS, UNO)
INTERSECTION CONTROLJOINT END
BOND BEAM DETAILS
PRE-FORMED
VERTICAL REBAR SIZE TO CONTROL JOINT VERTICAL REBAR SIZE TO
� MATCH WALL REMF, TVP \ GASKET IN SASH MATCH WALL REWF, TYP
PREFABRICATED T-SHAPE
JOMT REINF AT WALL
INTERSECTION.MATCH
CONTINUOUS JOINT
REINF AN� LAP SPLICE 6"
MIN.
BLOCKCMU
BACKERRO�AND JOINTREWF.
SEALANTEACH TERMINATE2'BACK
SIDE FROM END OF WALL
JOINT REMF.
TERMINATE 2" BACK
FROM CONTROL JOINT
EACH SIDE
INTERSECTION CONTROLJOINT END
JOINT REINFORCEMENT DETAILS
PLACE BAR W ITHIN 8"
OF END OF WALL OR
MOVEMENTJOINT
CONTROL JOMT PER TVPICAL CMU WALL -
JOINT DETAILS AND AS FOLLO W S:
PERIMETER AND LOAD BEARING WALLS:
EXTEND CJ FROM BOTTOM OF CMU WALL
TO BOTTOM OF CONT BOND BEAM AT TOP
OF WALL, UNO.
NTERIOR NON LOAO BEARING PARTITION
WALLS: EXTEND CJ FULL HEIGHT OF
WALL, UNO.
TIFY
PIPE 65TD
INFlLL WI CONCRETE
9..
1"TYP�
a �� 0 O
y V2" BASE PL
O O
il4
I I SITE SLAB PER CIVIL
(4) 5/8" DIA (GALV) ADHESIVE
ANCHORS THROUGH 3l4" DIA
6• HOLES IN BASE PLATE, 6" EMBED
AIN ��q^ NEOPRENE PAD
(MATCH BASE PLATE DIMENSIONS)
T/FTG n
PER PLAN V
NOTES:
1. GALVAMZE ALL STEEL AND FINISH PAINT PER OWNER'S REpUIREMENTS.
DUMPSTER ENCLOSURE BOLLARD DETAIL
HORIZONTAL REINFORCING
SEE NOTE 3
NOTE 4
O G
�
CONTINUOUS BOND BEAM AT
TOP OF W ALL W ITH MINIMUM
(1) #5 CONT, UNO (SEE NOTE ])
SEE NOTE 5
SEE
NOTE 1, SEE NOTE 5—
TVP I
\
�OPENINGBAR �PROVIDEDOWELSTOMATCH
SEENOTE2 WALLREINFORCEMENT
(LAP SPLICE, TYP)
NOTES:
1. PROVIDE MINIMUM OF 8" BEARING AT BOND BEAM LINTELS, UNO.
2. PROVIOE FULL HEIGHT VERTICAL JAMB BAR EACH SIDE OF EVERV OPENING.
3. HORIZONTAL REINFORCING TO CONSIST OF 9 GAUGE LA�DER TVPE W IRE REINFORCING SPACED AT i6" OC VERTICALLV, UNO.
4. PROVIDECONTINUOUSBONDBEAMLIMELSOVERADJACENTSAMEHEIGHTOPENINGSWITHLESSTHAN2'-8"OFMASONRVBETWEENOPENINGS.
S FOR OPENINGS THAT INTERRUPT 2 OR MORE REGULARLV SPACED VERTICAL BARS, PROVIDE ONE ADDITIONAL BAR AT 8" OC A�JACENT TO EACH JAMB FOR EVERY 2
BARS INTERRUPTED BV THE OPENING.
6. CONDITION SHOW N ON THIS DETAIL IS FOR BOND BEAM LINTELS. SEE LINTEL BEARING DETAILS FOR BAR PLACEMENT MFORMATION AT STEEL AND PRECAST
LINTELS (W HEN PERMITTED�.
]. PROVIOEADOITIONALCONTINUOUSBONDBEAMSWHEREINDICATEDONTHEDRAWINGS.
TYPICAL REINFORCING AT CMU WALLS
NTS
CCORNERSTONE
�■
� �M�R CR\
■ STRUCTUREPOINT
nc
�
CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
� +r
m: No.
q�11200647
9� STFTE Of /
�OSI��
CERTIFIED BY
ISSUANCE INDEX
DATE:
�$.22.202�
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
DUMPSTER
ENCLOSURE PLAN
AND DETAILS
S401
Project Number 2019.00780