12-625-013y.
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NO. 9 GALV. DUR —O-• -WALL,
LADDER TYPE, EVERY 16"
O.C. VERTICALLY (EVERY
OTHER COURSE), LAP
MIN. 4 INCHES.
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1 CONC. DLOCK DETAIL
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SAME P � Q RO
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WIND PRESSURE ZONES
AS PER ASCE 7 -10
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MAX. SPACING FOR #5 VERT. BARS SHALL BE 48 IN.
NO. 9 GALV. DUR- -O —WALL,
LADDER TYPE, EVERY 16"
O.C. VERTICALLY (EVERY
OTHER COURSE), LAP
MIN. 4 INCHES.
3 #5 VERT. BARS CAD
CORNERS IN CELLS
FILLED WITH GROUT
STAGGERED LAYOUT OF BLOCKS (TYP.)
CONC. BLOCK INSTALLATION
LAYOUT @ CORNERS
2 #5X2' -6" DOWELS
DRILL 6" INTO EXIST.
NEW TIE BEAM TIE BEAM & SET IN
A6 6" EPDXY RESIN.
EXISTING
TIE BEAM
Typical new to existing
Tie Beam connection detail
N.T.S.
DETAIL rB
N.T.S S -3
NEW TIE COLUMN
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South Miami, FL.
Professional of Record: Norman Blandon
Discipline: Architecture
Registration No. AR- 0016380
Structural Engineer —of— Record:
Carlos J. Navarro, P.E., P.E. Lic. 035276
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6262 SW
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Suite 2A
lami, Flor
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This drawing and /or specification is /are provided as an
instrument of service by N25 Architecture Co. and is /are
intended for use on this project only. This drawing
remains the property of N25 Architecture Co. and shall
be returned upon determination of intent. All drawings,
specifications, designs, models, and arrangements
appearing herein constitute the original and
unpublished work of N25 Architecture Co. Any
reproduction, use, or disclosure of the proprietary
information contained herein without the prior consent
of N25 Architecture Co. is strictly prohibited.
Sheet Title:
DETAILS & DIAGRAMS
Issue Date: Project No.
Ma 96, 2092
August 6, 2092 REV. NO. 9
Drawing No.:
Professional of Record: Norman Blandon
Discipline: Architecture
Registration No. AR- 0016380
Structural Engineer —of— Record:
Carlos J. Navarro, P.E., P.E. Lic. 035276
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