14-490-015CONCRETE
FOOTING
LONGITUTIN
BARS
48" MIN. LAP
CORNER SPLICE BARS AME
SIZE AND QUANTITY
LONGITUDINAL REINF. BARS
E.r
90' -2j"
__I . . _ 1..
1' -4"
FOUNDATION
2 — #5 CORNER BARS
48" EA. WAY. ONE TOP,
ONE ON BOTTOM.
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CONCRETE FOOTING
CORNER BAR DETAIL 3/4"-1' 0"
30"
2 - #5 CORNER BARS, 30"
EA. WAY. ONE TOP, ONE
ON BOTT.
CC),
12" 12„ 1' -0" " N
01 0
4 - #3 TIES EA. TIE BM.
AT ALL INTERSECTION
AS SHOWN
N
N
TYPICAL 8X12
CONCRETE TIE
„ I TIE BEAM
TIE BEAM CORNER BAR DETAIL
3/4"
FOUNDATION PLAN
CORNER BAR NOTES
AT FOOTING: PROVIDE 2 #5 AT EACH CORNER LAPPED 48" ON EACH DIRECTION
INSTALL IT AT 3" FROM THE OUTSIDE .FACE
AT THE BEAM: PROVIDE 2 #5 AT EACH CORNER LAPPED 30" ON EACH DIRECTION
INSTALL IT AT 2" FROM THE OUTSIDE .FACE
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/2" EXPANSION JOIN
EXISTING AND
COMPACTED FILL
9' WELD E -70XX
CONTIN. V
SC -1 4" X 4" 1/4"
STEEL COLUMN
SECONDARY POUR
FOR CORROSION
PROTECTION
4" CONC. SLAB
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EMBED 9"
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SEE PLAN AND SCHED.
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COL. INSTALLATION
I
MASONRY NOTES:
1. ENGINEERED LOAD BEARING CONCRETE MASONRY WALLS ARE DESIGNED IN
ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
(ACI 530 -08 /ASCE 5 -08) AND SPECIFICATIONS FOR MASONRY STRUCTURES
(ACI 530.1 -08 /ASCE 6 -08).
2. MATERIALS:
A. ALL CONCRETE UNITS SHALL CONFORM TO ASTM C90 -05 AND ASTM
C145 -85. PRISM STRENGTH fm = 1500 PSF
B. MORTAR: TYPE M. COMPLYING WITH THE REQUIREMENTS OF ASTM
C270 -07.
C. GROUT: SHALL BE 3/8" MAXIMUM SIZE PEAROCK CONFORMING TO ASTM
C- 476 -83 WITH 28 DAYS MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,
GROUT SLUMP TO BE 8" MINIMUM, 10" MAXIMUM.
D. REINFORCING BARS: ASTM A615. GRADE 60.
E. JOINT REINFORCEMENT: TO BE #9 LADDER -TYPE DUROWALL AT 16" O.C.
3. CONSTRUCTION:
MATERIALS, METHODS OF CONSTRUCTION, INSPECTION AND TESTING
SHALL BE SPECIFIED BY NCMA AND ACI.
A. MORTAR BEDDING MASONRY UNITS SHALL BE LAID IN RUNNING BOND WITH
FACE SHELL BEDDING EXCEPT THE FIRST COURSE OF MASONRY ON
FOUNDATIONS SHALL BE LAID IN FULL BEDDING.
B. LAPPING REINFORCEMENT:
1. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS.
2. JOINT REINFORCING SHALL BE OVERLAPPED 6" MINIMUM.
C. GROUTING SHALL BE A CONTINUOUS OPERATION IN LIFTS NOT EXCEEDING
4' -0" AND A MAXIMUM POUR OF 12' -0 ".
1.- WELDED WIRE FABRIC
ASTM A185
9) STRUCTURAL STEEL:
A) SHAPES, BARS AND PLATES - -ASTM A36
B) ANCHOR BOLTS -- ASTM A307
C) EXPANSION BOLTS -- HILTI "KWIKBOLTS"
D) WELDING ELECTRODES -- CLASS E70XX
10) CONTRACTOR'S RESPONSIBILITY:
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN
AND CONSTRUCTION OF FORMWORK AND SHORING.
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ALL DRAVANGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE ORIGINAL AND
UNPUBLISHED WORK OF THE ARCHITECT. THE
SAME MAY NOT BE DUPLICATED. USED OR
DISCLOSED WITHOUT WRITTEN CONSENT OF THE
ARCHITECT.
JOB No.:
13.05855. RET
REVISIONS:
DATE: 12/16/2013
CHECKED BY:
DRAWN BY: AM
PLOT 1008
'SHEET INDEX:
FOUNDATION PLAN
AND SECTIONS
SHEET No.:
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ALL DRAVANGS AND WRITTEN MATERIAL
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UNPUBLISHED WORK OF THE ARCHITECT. THE
SAME MAY NOT BE DUPLICATED. USED OR
DISCLOSED WITHOUT WRITTEN CONSENT OF THE
ARCHITECT.
JOB No.:
13.05855. RET
REVISIONS:
DATE: 12/16/2013
CHECKED BY:
DRAWN BY: AM
PLOT 1008
'SHEET INDEX:
FOUNDATION PLAN
AND SECTIONS
SHEET No.:
S -2
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ALL DRAVANGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE ORIGINAL AND
UNPUBLISHED WORK OF THE ARCHITECT. THE
SAME MAY NOT BE DUPLICATED. USED OR
DISCLOSED WITHOUT WRITTEN CONSENT OF THE
ARCHITECT.
JOB No.:
13.05855. RET
REVISIONS:
DATE: 12/16/2013
CHECKED BY:
DRAWN BY: AM
PLOT 1008
'SHEET INDEX:
FOUNDATION PLAN
AND SECTIONS
SHEET No.:
S -2