081387C-S002.pdf

DESIGN BASIS

1. THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE UNIFIED

FACILITY CRITERIA WHICH INCLUDES THE ICC 2006 INTERNATIONAL

BUILDING CODE "IBC 2006" AND THE AMERICAN SOCIETY OF CIVIL

ENGINEERS SEI/ASCE 7-05 "MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES"

2. ALL CONSTRUCTION AND INSPECTIONS TO MEET THE REQUIREMENTS OF

ALL UNITED FACILITY CRITERIA (UFC) AND APPROPRIATE REFERENCED

STANDARDS.

3. STRUCTURE DESIGNED FOR WIND LOADS BASED ON THE FOLLOWING

PARAMETERS:

BUILDING CATEGORY = II - “Standard Occupancy”

BASIC WIND SPEED, V = 85 MPH (3 SEC. GUST)

EXPOSURE CATEGORY = C

IMPORTANCE FACTOR, Iw = 1.0

5. STRUCTURE DESIGNED FOR SEISMIC Fp LOADS BASED ON THE FOLLOWING

PARAMETERS:

BUILDING CATEGORY = II - “Standard Occupancy”

SITE CLASS = D (ASSUMED FOR UNKNOWN SOIL)

MAX. 0.2 SEC. SPECTRAL RESPONSE ACCELERATION, Ss = 1.5

MAX. 1.0 SEC. SPECTRAL RESPONSE ACCELERATION, S1 = 0.6

IMPORTANCE FACTOR, Ie = 1.0

SEISMIC DESIGN CATEGORY = D

Fp= 0.5w

6. ATFP CRITERIA

ATFP BUILDING CATEGORY PER UFC 4-010-01; UNOCCUPIED

GENERAL NOTES

1. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND ALL

DIMENSIONS IN FIELD PRIOR TO START OF CONSTRUCTION AND PROTECT

AND MAINTAIN ALL EXISTING CONSTRUCTION AND ITS CONTENTS IN FULL.

2. THE CONTRACTOR SHALL MAINTAIN A SET OF LATEST REVIEWED SHOP

DRAWINGS ON JOB SITE.

3. THE STRUCTURE HAS BEEN DESIGNED TO BE STABLE AND SELF

SUPPORTING AFTER THE CONSTRUCTION IS COMPLETE. IT IS THE

CONTRACTOR'S SOLE RESPONSIBILITY FOR THE BUILDING'S STABILITY

DURING CONSTRUCTION. THIS RESPONSIBILITY ALSO INCLUDES BUT IS

NOT LIMITED TO METHOD AND SEQUENCE OF ERECTION, TEMPORARY

SHORING AND TEMPORARY BRACING.

4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL

APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF

CONSTRUCTION.

5. ALL SECTIONS, DETAILS, NOTES, DIMENSIONS AND CONDITIONS ARE

APPLICABLE AT ANY OTHER LOCATION WHERE CONDITIONS AND DETAILS

ARE SIMILAR BUT ARE NOT SPECIFICALLY NOTED AS SUCH OR ARE NOT

SHOWN.

FOUNDATION NOTES

1. ALL FOOTINGS TO BEAR ON NATURAL UNDISTURBED SOIL OR COMPACTED

STRUCTURAL HAVING MINIMUM BEARING CAPACITY AS INDICATED.

2. PLACEMENT OF ALL COMPACTED FILL AND COMPACTION OF SUBGRADE

SHALL BE UNDER FULL TIME DIRECTION OF A QUALIFIED GEOTECHNICAL

ENGINEER. CONCRETE FOOTINGS SHALL NOT BE PLACED UNTIL FILL AND

SUBGRADE HAVE BEEN CHECKED IN PLACE AND APPROVED BY THE

GEOTECHNICAL ENGINEER. IF NO FILL, GEOTECHNICAL ENGINEER TO

CONFIRM THAT ASSUMED BEARING CAPACITY IS PRESENT ON SITE.

3. MAXIMUM SLOPE FOR BOTTOM OF FOOTINGS IS TO BE 1 VERTICAL TO 2

HORIZONTAL.

CONCRETE NOTES

1. ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING

PUBLICATIONS:

A. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE" (ACI 318-95), AND "DETAILS AND DETAILING OF

CONCRETE REINFORCEMENT" (ACI 315 - LATEST EDITION).

2. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS:

4000 PSI (NORMAL WEIGHT)

MAXIMUM SLUMP: 5"

PRIOR TO PLACING CONCRETE, MIX DESIGNS SHALL BE SUBMITTED FOR

REVIEW.

3. ALL BAR REINFORCING FOR CONCRETE SHALL CONFORM TO ASTM A 615

GRADE 60 (DEFORMED).

4. UNLESS OTHERWISE SHOWN, LOCATE REINFORCING BARS WITH

FOLLOWING CLEAR DIMENSION TO FACE OF CONCRETE:

A. CONCRETE ON GROUND: 3" CLEAR.

B. EXTERIOR EXPOSED SURFACES OR SURFACES AGAINST

EARTH: 2" CLEAR.

5. CONCRETE ACCESSORIES MUST BE ADEQUATE TO MAINTAIN REINFORCING

ACCURATELY IN PLACE AND BE NON-CORROSIVE, NON-STAINING TYPE

6. LAP ALL BAR REINFORCING IN CONCRETE ELEMENTS 43 BAR DIAMETERS

UNLESS OTHERWISE NOTED.

GENERAL STRUCTURAL NOTES

MASONRY NOTES

1. ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING

PUBLICATIONS:

A. ACI/ASCE/TMS "BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES" (ACI 530-LATEST EDITION/ASCE 5-LATEST EDITION)

AND "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI

530.1-LATEST EDITION/ASCE 6-LATEST EDITION).

2. MINIMUM NET AREA COMPRESSIVE STRENGTH OF CONCRETE

MASONRY: F'm = 1500 PSI AT 28 DAYS. MINIMUM NET AREA

COMPRESSIVE STRENGTH OF MASONRY UNIT = 1900 PSI

3 .ALL MORTAR FOR CONCRETE MASONRY WALLS SHALL BE TYPE S IN

ACCORDANCE WITH ASTM C270-95.

4. ALL GROUT FOR CONCRETE MASONRY WALLS AND LINTELS SHALL BE

PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM C476 AND

SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28

DAYS.

5. ALL CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN.

SEE TYPICAL DETAILS VERTICAL AND HORIZONTAL BARS AT CORNERS,

CONTROL JOINTS.

6. ALL CELLS OF MASONRY TO BE GROUTED SOLID.

7. GROUTING OF MASONRY UNITS MAY BE DONE BY EITHER THE LOW-LIFT

OR HIGH-LIFT METHODS OF GROUTING:

LOW-LIFT GROUTING - MAXIMUM GROUT POUR HEIGHT SHALL NOT

EXCEED FIVE FEET.

HIGH-LIFT GROUTING - MAXIMUM GROUT POUR HEIGHT SHALL NOT

EXCEED 12 FEET WITHOUT PRIOR APPROVAL; PLACE AND

CONSOLIDATE GROUT IN LIFTS NOT EXCEEDING 5 FEET. IN

ADDITION, CLEANOUT OPENINGS OF SUFFICIENT SIZE SHALL BE

PROVIDED AT THE BOTTOM OF ALL VERTICAL CAVITIES

CONTAINING REINFORCEMENT.

GROUT POURS EXCEEDING 12 INCHES IN HEIGHT ARE TO BE

CONSOLIDATED AND RECONSOLIDATED BY MECHANICAL VIBRATION

PER ACI 530.1/ASCE 6.

8. ALL BAR REINFORCING FOR MASONRY SHALL CONFORM TO ASTM A 615

GRADE 60 (DEFORMED).

9. LAP ALL BAR REINFORCING FOR MASONRY WALLS 48 DIAMETERS

UNLESS OTHERWISE NOTED.

10. ALL VERTICAL REINFORCING BARS IN MASONRY WALLS TO BE PLACED

IN WALLS USING VERTICAL BAR POSITIONERS SPACED AT INTERVALS

NOT EXCEEDING 200 BAR DIAMETERS.

11. ALL MASONRY TO BE LAID IN A RUNNING BOND PATTERN.

12. FABRICATOR TO SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING,

AND PLACEMENT OF CONCRETE REINFORCEMENT. COMPLY WITH ACI

315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED

CONCRETE STRUCTURES" SHOWING BAR SCHEDULES, STIRRUP

SPACING, TIE SPACING, DIAGRAMS OF BENT BARS, ARRANGEMENT OF

CONCRETE REINFORCEMENT. INCLUDE ADDITIONAL REINFORCEMENT

REQUIRED AT CONTROL JOINTS, CONSTRUCTION JOINTS AND

OPENINGS THROUGH CONCRETE STRUCTURES. SHOW WALL

REINFORCING IN ELEVATIONS. PROVIDE DETAILED LAYOUT DRAWING

FOR DOWELS TO MASONRY WALLS; INCLUDE ADDITIONAL REINFORCING

REQUIRED AT MASONRY OPENINGS, CONTROL JOINTS AND ENDS OF

WALLS.

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