13-122(2)-011RIGHT ELEVATION (FOR REFERENCE
1/4" = l' -0"
NOTES:
1. ALL NEW WINDOWS TO BE HORIZONTAL ROLLING AND SHALL MATCH EXISTING
2. CONTRACTOR SHALL COORDINATE ALL MASONRY OPENINGS PRIOR TO BLOCK WALL & TIE BEAM ERECTION..
3. ALL WINDOWS SHALL COMPLY W/ ENERGY CALCULATIONS.
4. ALL FIXED GLASS SHALL BE TEMPERED GLASS.
5, ALL EXTERIOR GLAZING SHALL BE PROTECTED WITH DADE COUNTY APPROVED IMPACT PROTECTION
DEVICE SUCH AS SHUTTERS BEARING THE NOTICE OF ACCEPTANCE NUMBER.
6. SEE STRUCTURAL PLANS FOR WINDOW PRESSURES.
NOTE
1. THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS
INCLUDING GLASS BLOCK, SLIDINC GLASS DOORS, FRENCH
DOORS AND ALL ENTRY GLASS DOORS BE IMPACT RESISTANT
BEARING A MIAMI -DADE COUNTY PRODUCT APPROVAL ACCEPTANCE
NUMBER. PRODUCT APPROVAL SHALL BE ATTACHED AS PART
OF THIS SET AND WILL BE PROVIDED BY MFR.
2. ALL FIXED GLASS TO COMPLY WITH F.B.C. 2010 ED.
3. ALL GLASS BLOCK TO COMPLY WITH F.B.C. 2010 ED.
4. ALL EXTERIOR GLAZING SHALL BE GREY TINTED S.C. 0.83
TOE' OF NEW
GONG. SEAM
EL --+10' -4'
TOP OF EXIST.
GONG.HEAM
EL --+8' -4'
TOP OF EXIST.
CONC. FLOOR
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X95 M 32 STRM
MIAMI, FLORIDA 33155
TELECHONIE; (3(151 609-M
OWNER
HATCHED AREA DENOTES —
EXISTING TO REMAIN (TYP).
REAR ELEVATION
1/4" = 1' -0"
LEFT ELEVATION
EXIST. TO NEW ADDITION
REMAIN TO MATCI -I
I&
+38.12 PSF
-415.11 PW
1/4-1 = 1' -0"
❑ACC
NEW FLAT CEMENT TILE
ROOF TO MATCH EXISTING
(TYP).
NEW 2X8 PAINTED WOOD
FASCIA TO MATCH EXISTING
(TYP).
12 (FIELD VERIFY)
3 (MATCH EXI5TIW4).
TOP OF NEW
CONC. SEAM
EL= +10' -4'
NEW STUCCO TO
MATCH EXISTING.
TOP OF EXIST.
CONIC. FLOOR
EL= +o' -(D'
REVISIONS:
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