09-431-002* THE5E FLAN5
HAVE E3EEN PREPARED IN
COMPLIANCE
fE3C 2004 EDITION
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MEANI
NORT14 ELEVATION
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2"X 4" TOP PLATE
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2" X 4" IIORZT.
.BRACE
2" X 4" 5TUD5 @ 24
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INTERIOR WALL SECTION
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I. PROVIDE ROUGH CARPENTRY AS INDICATED BY DRAWINC5. AND
HEREIN SPECIFIED / DESCRIBED.
2. LUMBER USED FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS
AND /OR OTHER STRUCTURAL MEMBERS SHALL BE OF A 5TRE55
GRADE NOT LESS THAN 1,000 P.S.I. NOMINAL EXTREME FIBER
5TRES5 IN BENDING (Fb). WOOD GRADE TO BE 50. PINE No.2.
3. LUMBER USED FOR STUDS IN EXTERIOR WALLS SHALL BE OF A
STRESS GRADE NOT LESS THAN 625 P.5.1. NORMAL EXTREME
FIBER 5TRE55 IN BENDING. STUDS SHALL HAVE AN UNSUPPORTED
LENGTH OF NOT MORE THAN 10 ft. EXCEPT AS OTHERAISE
DETERMINED BY RATIONAL ANALYSIS.
4. LUMBER USED FOR STUDS IN INTERIOR WALL5 SHALL BE OF A
5TRE55 GRADE NOT LE55 THAN 255 P.5.1. NOMINAL EXTREME FIBER
STRESS IN BENDING.
5. ALL LUMBER IN CONTRACT WITH CONCRETE, EARTH AND /OR
EXP05ED TO AREA OF DECAY SHALL BE CHEMICALLY !
PRESSURE TREATED.
CONCRETE MA50NRY UNITS:
I. COMPLY WITH GRADE IN NOMINAL SIZE 8" x 16" HOLLOW LOAD
BEARING BLOCK A.5.T.M. CqO. f'm=1500 P.S.I. MIN.
2. CONCRETE BLOCKS USED FOR FIRE RESISTIVE WALLS RATED
TWO -HOURS OR MORE ARE USED FOR LOAD BEARING OR EXTERIOR
WALL5 SHALL HAVE A MINIMUM FACE THICKNE55 OF 1 5/4" MIN.
WEB THICKNF55 OF ONE INCH. AND SHALL HAVE A NET CRO55
SECTIONAL AREA NOT LE55 THAN 50% OF THE CRO55 SECTION.
5. CONCRETE BLOCKS FOR OTHER PURP05E5 SHALL HAVE WALL AND
WEB THICKNE55E5 OF NOT LE55 THAN 5/4".
MORTAR:
I. ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS
FOR MORTAR, FOR MA50NRY UNITS, A.S.T.M. 0210.
2. MORTAR USED TO BOND MASONRY UNIT SHALL BE OF TYPE "M" OR
"5 " MINIMUM 1,500 P.S.I.
CONCRETE d REINFORCING STEEL"
I. CONCRETE MUST BE DE5IGNED TO ACHIEVE A MINIMUN COMPRESSIVE
5TRENGTH OF 5,000 P.5.1. IN 25 DAYS.
2. REINFORCING STEEL SHALL COMPLY WITH A.5.T.M. 615 GRADE
60 60,000 MINIMUM YIELD STRENGTH.
3. CONCRETE GROUT SHALL BE MINIMUM 5,000 P.S.I. WITH MINIMUM
SLUMP OF 5 ".
4. ANY OPENING IN G.M.U. BLOCK WALL MIN. 52" AND MAX. 6" -0 " SHALL
HAVE 1 -#5 IN CONCETE FILL CELL ON EACH 51DE OF OPENINO.
(EXSTC)
IS CA.MT'L DRIP 5 "CAL\/
NAILED 4" O.C. 1N/12 CA.
RING 5HANKED NAIL5 OVER
I" X 2" P.T. WD. NAILED OVER
2'X6" ,ND PA501A
♦ PLASTER
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