HomeMy WebLinkAboutS301HOHMANN & BARNAR� RS SERIES
RUBBER CONTROL JOINT OR EQUAL
a000
PLAN
2
ELEVATION
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1/2"
MASONRY CONTROL JOINT NOTES:
1. SEE ARCH. DWGS FOR CONTROL
JOINT LOCATIONS. MA%IMUM
SPACING OF JOINTS = 20'-0".
2. DISCONTINUE HORIZONTAL JOINT
REINFORGNG AT WNTROL JOINTS.
3. STOP BON� BEAM REMFORCING 2°
FROM CONTROL JOINT. ADD J'-0"
DOWEL x REMFORQNG SRE. BREAK
BOND WITH MASTIC ON DOWEL FOR
18" ONE SIDE OF JOINT.
TYPICAL MASONRY CONTROL JOINT
SCALE:NONE
VER�ICAL WALL REINFORCING PER
PIAN (lAP BARS AT SPLICES AND AT
VERTICAL DOWELS THAT E%TEND OUT
OF FOUNDATION). SEE SCHEDULE ON
THIS SHEEf FOR lAP LENGTH
HORRONTAL REMFORCING i6' O.C.
ABOVE TOP OF SlFB AND 8" O.C.
BELOW TOP OF SUB (DISCONPNUE �
REINFORCING AT CONTROL JOINTS)
FlLL CORES OF ALL BLOCK
WITH VERTICAL STEEL FOR -
FULL HEIGHT OF WALL.
BOND BEAM
2-�5 30a30 AT
EACH CORNER
NOTE:
1. PROVIDE HORIZONTAL REINFORCING IN ALL WALLS.
2. PROVIDE ADDIPONAL BARS AT WALL IN7ERSECPONS AND
CORNERS AND AS SHOWN ON DEfAILS.
3. GROUT ALL CORES BELOW FINISHED FLOOR ELEVATION.
4. lAP HORIZOMAL JOIM REMFORCING i6' AT SPLICES.
TYPICAL REINFORCED WALL
SCALE:NONE
MEfAL S7RAP CONNECTOR 1 1/2"
WIDE x 1/4' THICK � 48" O.C. �
�� /
INTERIOR CMU WALL
VERT. WALL
: u•� �:. �
: �P'�'i7[�7:�.0 :R"i'�i3'G7F.
�r ._ _
REINFORCING BAR
LAP SPLICE SCHEDULE
MASONRY CONSTRUCTION
BAR SIZE Fy = 40 ksi Fy = 60 ksi
#3 1'-3" 1'-9"
#4 1'-6" 2'-3"
#5 1'-9" 2'_9"
#6 3'-3' 4'-9"
#7 4'-3" 7'-6"
VERTICAL REMFORCING
(CON7INUE THRU BOND�
BEAM)
CORE FlLLE� SOIJ�
�xo e� wRH FwE cRour
1HE WAY
� r/'i�
(2)-�5 HORIZ. � ' .%n'�
REINFORCING
� �3 SPACERS AT 48" O.C.
PROVI�E 90N� 9EAMS WHERE SHOWN ON
ARCHITECTURAL AND STRUCTURAL PUNS AND
SECTIONS.
8'
CMU BON� BEAM
BREAK OUT BOTTOM OF BOND
BEAM (3"0 MIN.) TO ALLOW
REINFORCING TO CONTINUE
THROUGH
TYPICAL BOND BEAM
SCALE:NONE
MASONRY
OPENING
BOND BEAM LINTEL SHORE
AS REQUIRED UNTIL GROUT
HAS NLLY CURED
REMFORCE WI7H (2)-,�5
(1 EA. FACE) UNDER LIMEL
BEARING GROUT SOLID
(2)-VERT. BARS
CORE BELOW lll
BEARING. MATCH
VERT. REINF. Sf,
EXTEND BOND BEAM
REME ALL THE WAY
TO CORNER
'A' TYPICAL CORNER
TYPICAL BOND BEAM CORNER REINFORCING
SCALE NONE
GROUT CORE
FULL HEIGHT
IYPICAL WALL REMFORqNG
PER PWJ IN FIRST CORE -
ADJACENT TO LINTEL BEARING
IMERIOR OR
♦ � . �EXTERIOR . � � CMU WALL
�.� CMU WALL • �..
� VERT. REMFORCING PER �
LINTEL BEARING DEfAIL
NOTES:
1. REMFORCING SHOWN IS IN ADDITION TO REMFORCING SHOWN ON PlANS AN� SPECIAL DETAILS.
2. REMFORCMG SRE SHALL MATCH ttPICAL WALL REMFORCEAIENT.
3. VERTICAL REMFORCING NOT REQUIRED IN UN-REMPoRCED WALLS.
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
�un��\i lo•rvalM.��
DATE: 06�� 7�20
:� ;���•
TYPICAL MASONRY WALL CORNER REINFORCING
SCALE:NONE
REMFORCE WALL EACH SIDE OP
JOIM. BAR SRE TO MATCH ttP.
WALL REINFORCEMENT (OMIT AT
uNREiNFaRCEo wu�)
TYPICAL LINTEL BEARING
SCALE:NONE
Genesis Design, Inc.
5859 Courtyard Crescent
Indianapolls� Indlana A6234
Telephone: 317 432 8169
djdixon@genesisdeslgninc.us
Archltecture
Engineering
MASONRY NOTES:
1. CONCREfE MASONRY HAS BEEN DESIGNED IN ACCORDANCE wITH THE LATEST
EDITION OF THE "BUILDING WDE REQUIREMENTS FOR WNCREfE MASONRY
STRUCTURES" (AQ 530).
2 CONCREfE MASONRY CONSTRUCTION SHALL CONFORM TO THE L4TEST EDITION OF
THE "SPECIRCATION FOR WNCREfE MASONRY CONSTRUCTION" (ACI 530.1).
3. CONCREfE MASONRY CONSTRUCTION SHALL BE INSPECTED AS REQUIRED BY THE
"SPEQFlCATION FOR CONCREfE MASONRY WNSTRUCTION" (ACI 530.1).
4. CONCREfE MASONRY CONSTRUCTION SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH (F'M) OF 2,000 PSI AT 28 DAYS.
5. COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL MEET OR EXCEED 2,800 P51.
6. MORTAR SHALL BE iYPE M BELOW GRADE AND IYPE M OR S ABOVE GRADE
PROPORTIONED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM CDO OR
C476.
7. MASONRY CORES WITH REINFORCEMENT, BOND BEAMS AND OTHER CORES SHOWN
TO BE FlLLED WITH GROUT SHALL BE FILLED WITH A COARSE GROUT WITH A
MINIMUM 3,000 P51 COMPRESSIVE STRENGTH AT 28 DAYS, 3/4" MAXIMUM
AGGREGATE AND 8" SLUMP.
8. GROUT LIFf HEIGHTS SHALL NOT EXCEED 5'-0". GROUT POUR HEIGHTS SHALL
MEEf THE REQUIREMENTS OF ACI-530.
9. AT SPLICES OF REINFORCEMENT BARS PROVIDE A LAP SPLICE LENGTH OF
SPLICE SHALL BE PER SCHEDULE ON THIS SHEET.
10. PROVIDE GALVANIZED STEEL WIRE JOINT REWFORCEMENT IN ALL MASONRY
CONSTRUCTION. REMFORCEMENT SHALL BE CONTINUOUS AND BE LAPPED SIXTEEN
WCHES AT SPLICES. CUT REWFORCEMENT AT ALL CONTROL AND EXPANSION
JOINTS. SPACE REMFORCEMENT AT 8" ON CENTER FOR PARAPEfS AND BELOW
BUILDING FLOOR ELEVATION. ELSEWHERE SPACE REINFORCEMENT AT 16 INCHES
ON CENTER. HORIZONTAL REINFORCEMENT SHALL BE TRU55 ttPE WITH WiJ
WIRES.
11. MAINTAIN VERTICAL BAR POSITION DURING GROUTING OPERATIONS. BAR
POSITIONERS SHALL BE HOHMANN & BARNARD IYPE RB (ONE BAR PER CORE) OR
RB-TWM (TWO BARS PER CORE) OR EQUAL PROVIDE POSITIONERS AT 48" ON
CENTER. PROVIDE A MINIMUM OF 1W0 POSITIONERS PER BAR.
12. AT BEAM BEARINGS PROVIDE TWO 1/2' DIAMEfER X 1'-3" HOOKED ANCHORS.
SPACE ANCHORS AT STANDARD GAGE FOR BEAM.
13. BFAMS, LINTELS, JOISTS, EfC. SHALL BFAR ON BOND BEAMS OR REMFORCED
HOLLOW MASONRY UNITS WRH CORES FlLLED SOLID WITH GROUT. SEE DRAWWGS
FOR OTHER REQUIREMENTS.
14. THE OWNER SHALL ENGAGE THE SERVICES OF A QUALIFlED WSPECTOR TO PERFORM
INSPECTIONS AND PREPARE REPORTS. PLACE GROUT ONLY AFfER INSPECTORS HAVE VERIFIED
COMPLIANCE OF GROUT SPACES AND GRADES, SIZES AND LOCATIONS OF REINFORCEMENT
VERT. WALL
REINFORCINC
PER PIAN
TYPICAL MASONRY WALL OPENINGS
SCALE:NONE
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TYPICAL MASONRY DETAIIS
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