12-1369-003FOOTING CONDITION CHANGES FROM ECCENTRIC TO
CONCENTRIC DEPENDING ON PROXIMITY TO PROPERTY
LINE (SEE ARCHITECTURAL SHEET A100)----]
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STRUCTURAL N- T
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1. GOVERNING CODE: • •
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FLORIDA BUILDING CODE 2010 a iiir E •Yii• i a•u r •i•i
2. DESIGN LOADS:
A•ROOF DESIGN :
LIVE LOADS: 30 PSF FOR ROOF, 40 PSF FOR 2ND FLOOR
B•WIND: ASCE 7 -05 WIND VELOCITY =146 MPH, IMPORTANCE
FACTOR =1.0 EXPOSURE CATEGORY = "C"
3. FOUNDATIONS
A.CLEAR SITE OF ALL UNSUITABLE MATERIALS.
B.EXCAVATE FOR FOOTINGS. A ENGINEER OF RECORD SHALL
INSPECT THE EXCAVATIONS AND CONFIRM THAT EXPOSED
MATERIAL IS SUITABLE FOR DESIGN BEARING PRESSURE.
C.AFTER FOOTINGS ARE POURED, PLACE FILL AS REQUIRED TO
BRING SITE TO GRADE FILL SHALL BE PLACED IN 12" MAXIMUM
LIFTS AND COMPACTED TO 95% DENSITY AS DETERMINED BY
ASTM D1557 (METHOD B.)
D•FILL MATERIAL SHALL CONSIST OF CLEAN SAND, OR SAND, AND
ROCK WITH NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE.
E•DESIGN FOUNDATION BEARING PRESSURE = 2000 PSF
F•GEOTECNICAL ENGINEER SHALL VERIFY THE COMPACTED DENSITY
BY TESTING, AND SUBMIT A SIGNED AND SEALED REPORT
CERTIFYING THE 2000 PSF BEARING CAPACITY.
4. CONCRETE
A.FOUNDATION do SLAB ON GRADE = 3000 PSI ® 28 DAYS
BALL OTHER CONC. = 4000 PSI 0 28 DAYS
C•MAX. SLUMP = 4" +/- 1"
5. REINFORCING STEEL:
ASTM A615 (GRADE 60)
6. WELDED WIRE FABRIC:
ASTM A185
8. REINFORCED MASONRY WALLS
A.REINFORCED MASONRY WALLS: (AS PER AC1530) MATERIALS
B.ALL REINFORCED MASONRY WALLS SHALL BE PROVIDED WITH #9
DUR -O -WALL LADDER TYPE HORIZONTAL REINFORCEMENT AT
1'-•4" VERTICALLY LAPPED 7-1/2" AND EXTENDED 4" INTO
CONCRETE COLUMNS. PROVIDE SPECIAL HORIZONTAL REINFORCING
AT "T" AND "L" INTERSECTION. PROVIDE "DOVE- TAIL" ANCHORS
AT 16" O.C. VERTICALLY FOR ALL MASONRY PLACED ADJACENT
TO ALREADY IN PLACE COLUMNS.
C•CONCRETE MASONRY UNITS: FOR INTERIOR WALLS OF
WAREHOUSE AND ALL WALLS OF OFFICE BUILDING ASTM C90,
GRADE N--1, MODULAR, MINIMUM NET COMPRESSIVE
STRENGTH AT 28 DAYS = 1900 PSI CONCRETE MASONRY UNITS:
FOR EXTERIOR WALLS OF WAREHOUSE AND ALL WALLS OF OFFICE
BUILDING ASTM C90, GRADE N -1, MODULAR, MINIMUM NET
COMPRESSIVE STRENGTH AT 28 DAYS = 3750 PSI
D•MORTAR: ASTM C270, TYPE S. MORTAR ALL FACE SHELLS, AND
CROSS SHELLS AROUND ALL GROUT FILLED CELLS WITH A MINIMUM
STRENGTH 2000 PSI (USE PORTLAND TYPE CEMENT)
E GROUT: ASTM C476. COARSE GROUT. SLUMP 8" MINIMUM; 11"
MAXIMUM COMPRESSIVE STRENGTH AT 28 DAYS = 3000 PSI.
SUBMIT DESIGN MIX FOR REVIEW.
E) DESIGN fm' = 2500 PSI FOR WAREHOUSE EXTERIOR WALLS,
1500 PSI FOR AL OTHER WALLS
F.PLACE ALL MASONRY UNITS IN RUNNING BOND.
G PROVIDE KNOCK --OUTS AT BASE OF ALL CELLS CONTAINING
REINFORCING
H MAXIMUM POUR LIFT = 4' -0 ".
J,VERTICAL REINFORCEMENT SHALL BE SPLICED 48 BAR DIAMETER
MINIMUM.
K.PROVIDE VERTICAL REINFORCEMENT AS INDICATED ON FOUNDATION
PLAN AT EACH SIDE: OF WALL OPENING AND ® INTERSECTING
WALLS.
9. CLEARANCE OF THE REINFORCING STEEL:
FROM THE FACE OF CONCRETE SHALL BE AS FOLLOWS:
(UNLESS INDICATED OTHERWISE):
A. FOUNDATIONS - -- 3"
B. COLUMNS AND BEAMS (TO TIES OR STIRRUPS) -- 1 -1/2"
C. SLABS -- INTERIOR- 1" EXPOSED TO WEATHER - 1 -1/2"
10. CONTRACTOR'S RESPONSIBILITY:
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND
CONSTRUCTION OF FORMWORK AND SHORING.
11. COORDINATION:
WORK THESE DRAWINGS WITH ARCH ITECTURAL,MECHANICAL, AND
ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS.
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REVISIONS:
SHEET TITLE:
MASONRY PIER
SECTION
DRAWN:
F.G.
CHECKED:
F.O.
DATE:
10-29 -2012
SCALE:
AS NOTED
JOB. NO.:
SHEET:
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