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EXISTING LINTEL OF
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WASHERS. SPACE
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J CONNECTION (EXCEPT BOTTOM
AT DOOR JAMB. SEE BELOW)
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2X8 PT. TYPICAL AT ALLY"
( LOCATION IN CONTACT WITH
'-- CMU/CONCRETE
2X8 STUD @ 16" O.C.'��
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REMOVE EXISTING CMU AS
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1. CONTRACTOR VERIFY THE CONNECTION OF EXISTING GROUTED CELLS TO BOND BEAM AND SLAB
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES V"
ALL SHALL BRACED AND SHORED AS REQUIRED BY CONTRACTOR TO SAFELY PERFORM THE WORK
3. CONSTRUCTION BE
4. CONSTRUCTION SHALL COMPLETED TO THE CURRENT BUILDING CODES AS REQUIRED BY BUILDING OFFICIAL ��� •••
5. ATTACH WOOD BUCKS TO SOUND CONCRETE OR GROUTED CELLS AT ENDS AND 12" O.C. (MIN. 3 PER SIDE) USING 1/4" STATNLES%ZSTEEL ••
WITH FBC`
E
NO.
TAPCONS WITH A 1.75" MINIMUM EMBEDMENT. MAINTAIN GREATER THAN 1' EDGE DISTANCE WATERPROOF IN ACCORDANCE D LOCAL
AUTHORITY. •
6. NEW BUCKS SHALL EXTEND BEYOND THE FACE OF THE WINDOW/DOOR FRAME AND ARE ANCHORED PER FLORIDA PRODUCT APPROVZZ OR F�
ALL INSTALLATIONS MUST COMPLY WITH F.S. 553.842 AND FBC.
7. ALL EXPOSED TIMBERS OR THOSE IN CONTACT WITH CONRETE OR MASONRY SHALL BE PRESSURE TREATED. 'U •
8. NO ANCHOR SHALL BE WITH 1-1/2" FROM CONCRETE EDGE. i
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ry
AV
CMU WINDOW TO DOOR CONVERSION I S-1
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