HomeMy WebLinkAboutS-602G - GARAGE - FRAMING DETAILS - 01_ SEESCHEDULE _
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COLUMN,SEE
TYPE VF EXPANSION
MANUFACTUF
CONSTRUCTION SPEC NL I Ita,
OR APPROVED E�UAL, TYP.
NOTE: EXPANSION JOINT SHALL BE INSTALLED A
MINIMUM OF 50 DAVSAFTER THE CONCRETE POUR.
,2 EXPANSION JOINT DETAIL AT COLUMN
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MANUFACTUREDBV
I CONSTRUCTION SPECIALTIES,
OR APPROVED EQUAL, TVP.
3 WALL,
OPTION A OPTION B
TYPE Si: CLOSED STIRRUPS
, TYP. STIRRUP TYPES
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CONCRETE-FlLLED BOLLARD:
GALV. PIPE e STD. (PAIMED)
3/16
5I8"x1Y'xiP' GALV. EMBED
PLATE W ITH (4) 1/2" DIA. x 4"
LONG HEADEDSTUDS
NOTE: EXPANSION JOINT SHALL BE INSTALLED A
MINIMUM OF 50 DAVS AFTER THE CONCRETE POUR.
B/2 B/2
BEAM W IDTH
SEESCHEDULE
TYP. EDGE BEAM
;,3' EXPANSION JOINT DETAIL AT RAMP „, TYP. PIPE BOLLARD DETAIL AT PT SLAB
''..�S�E02G :'' 1 1/2••= 1• 0" ..SE02G :� 1•• = 1• �••
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TOP REMF DISTRIBUTION WIDTH, SEE NOTE2 TOP REMF DISTRIBUTION WIDTH, SEE NOTE 3
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B/2 B/2
BEAM W IDTH
SEESCHEDULE
TYP. INTERIOR BEAM
9 TYP. BEAM REINF. DETAILS
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3I8"x4"x1Y' GALV. EMBED
PLATE W ITH (2) 1/2" DIA. x
4" LONG HEADED STUDS
AT 48" OG. MAX.. TVP.
PT SLA6, THICKNESS AND
REINF. PER PLAN
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PT SLAB, SEE PLAN
PROVIDE A MINIMUM OF
(2) CONT. LONGITUDINAL
BARS W ITHIN THE BEAM
W IDTH
F�
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OPTION A OPTION B
TYPE S2: OPEN STIRRUPS
C.G.S.
PT BEAM STRESSING OR
DEAD END ANCHORS
CONTRACTORSHALL
DESIGN AND PROVIDE MILD
REINFORCING TO RESIST
BURSTING, SPLITTING, AND
SPALLING FORCES IN
ANCHORAGEZONES
e TYP. PT BEAM ANCHORAGE DETAIL
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BOTTOM REIN F. DISTRIBUTION W IDTH, SEE NOTE 3
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B�2 B�2 ����"—PROVIDEAMINIMUMOF
BEAM W IDTH (Z) CONT. LONGITUDINAL
BARS W ITHIN THE BEAM
SEESCHEDULE WIDTH
TYP.UPTURNEDBEAM
NorEs.
1. THESE DETAILSAREAPPLICABLE TO BOTH POST-TENSIONEDAND MILD REMFORCED CONCRETE BEAMS.
2 LONGITUDINAL TOP REINFORCEMENT DISTRIBUTION WIDTH FOR INTERIOR BEAMS EQUALSTHE LESSER OF:
A. 10 % OF THE BEAM SPAN LENGTH
B. 12'T t B
3. LONGITUDINAL REINFORCEMENT DISTRIBUTION W IDTH FOR EDGE BEAMS AND UPTURNED BEAMS EQUALS THE LESSER OF:
A. 10% OF THE BEAM SPAN LENGTH
B. 6'T t B
4. FOR MINIMUM CONCRETE COVER REQUIREMENTS, SEE THE CONCRETE COVER SCHEDULE.
5. UPTURNED BEAMS SHALL BE POURED MONOLITHICALLV W ITH THE SLAB; CONSTRUCTION JOINTS ARE NOT PERMITTED.
SEE NOTE 5
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SUPPORT MID-SPAN SUPPORT mg �n
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SEE PLAN SEE PLAN ��
SEE PLAN
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SEE PLAN �
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"' � AT SUPPORT AT SUPPORT
351DE5 � � BEAM � BOTTOMREBAR BEAM
31161 AT MID-SPAN
CMU WALL, SEE PLAN
L3x3x3/8 x 10" LONG,
GALV., AT 48" O.C.
MAX.,TYP. NOTE:
UNLESSNOTED OTHERWISE,STAGGER
ALL BARS (ALL CONDITIONS) 12"
UNLESS SPACE IS INSUFFICIENT, IN WHICH CASE,
FIELD ADJUST TO LESS STAGGER
8" MAX
2" CLF
rvp.
(4) #6 ADDITIONAL
x 5'-0" LONG
RELEASED FOR CONSTRACTION — �a� nooiTioNn�
STIRRUPS AT 3" O.C.,
Su6jec� �o compliance with all regula�ions EACH SIDE OF OPENING
of Sla�e antl Local Codes
CityofCarmel �N AT TOP OF CMU WALL ,4��� ��. TYP. ARRANGEMENT OF BARS IN SLAB ,o������.. TYP. OPENING THROUGH BEAM
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onrE: 09/19/19
ADD'L TOP
REINF. AT ENDS
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MULTI-SPAN POST-TENSIONSED / MILD
; . REINFORCED CONCRETE BEAM
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WITHCOMPRESSIVE � �
OFSUPPORT SPLICEATMIDSPAN ADD'LTOPR INF. TSUPPORTS
SEE BEAM SCHED. FOR
STIRRUP SPACING ,.... "��--�����...e
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Lc = CLEAR SPAN
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Lc/6 Lc/3 Lc/6 Lc/6 Lc/3 Lc/6
�DD'L BOT. �� ADD'L BOT. R INF. T SUPPORTS ,' ADD'L BOT. ADD'L BOT
REINF.AT ' INFLECTIONPOINT REINF.CENTER REINF.AT
-ENDS AT�����ryP') ENDS-
CONT. BOTT. REINF. —
LAP W ITH CLASS A
TENSION SPLICE AT
SUPPORT
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5, TYP. BEAM DETAILS AT RAMPS
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ENDS ADD'LTOPREINF. ENDS
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END OFSUPPORT I HOOK
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REINF. AT ENDS ADdL HOT. REINF. CENTER � REINF. AT EN
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CONT. BOTT. REINF. -'
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STD 90°
HOOK
SINGLE SPAN POST-TENSIONSED / MILD
2 . REINFORCED CONCRETE BEAM
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LC/6 LC/6
BOTTOMBARLENGTH=LC/3 ������
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3, TYPICAL ONE-WAY SLAB - LAYOUT FOR MINIMUM STEEL
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CONCRETECOVER
PERSPECIFlCATIONS I
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NOTE: TOP BAR LENGTH BASED ON THE
LONGER OFTHEADJACENTCLEARSPANS
SPACETEMPERATURE
— � gT+&2 TENDONSEVENLV gT+&2 —
r �TOPROVIDE100PSI � �
MIN. COMPRESSIVE
STRESS
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BARS FOR PT � 0 � �
STIRRUPS, SEE — - � �
SCHEDULE o m
BEAM W IDTH r w
LONGITUDINAL REMF, � m m
SEESCHEDULE SEESCHE�ULE
TYPICAL ONE-WAY SLAB -
s, TYP. POST-TENSIONED BEAM REINF. DETAIL '4', TEMPERATURE TENDONS
.S�E02G:I 1•• = 1• 0•• !....SE02G ; 3/4••= 1• �••
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
317-633-4040
StructuralEngineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317-324-6024
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
SEAL � DATE O6/21/19
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SHEETISSUE
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PROJECT NO. 18087 001
SHEET TITLE
GARAGE - FRAMING
DETAILS - 01
SHEETNUMBER
S-602G