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LEGAL DESCRIPTION
LOTS 3 AND 4, BLOCK 91, MIAMI SHORES SUBDIVISION
ACCORDING TO PLAT 1HEREOF, AS RECORDED IN PLAT
BOOK OF DADE COUNTY, FLORIDA.
STRUCTURAL NOTES
1. CONCRETE TO HAVE F'c = 2500 P.S.I., 28 DAYS TEST STRENGTH, UNLESS OTHERWISE NOTED.
2. REINFORCING STEEL BARS SHALL CONFORM TO ASTM A615 SPECIFICATIONS FOR DEFORMED BILLET STEEL WITH
60,000 PSI MINIMUM YIELD STRENGTH. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL
SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE S1RUCIURES.
ALL BARS TO LAP AS PER ACI-318-71.
3. WIRE FABRIC REINFORCING STEEL FOR SLAB ON FILL, SHALL BE WELDED RUST-RESISTANT STEEL, AND SHALL
LAP ONE FULL MESH PLUS 2" AND BE SECURELY WIRED AT EACH SIDE AND END.
4. CONCRETE COVER FOR REINFORCING STEEL MINIMUM, SHALL BE:
A. CONCRETE DEPOSIT
3" TO BOTTOM BARS.
B SLABS EXPOSED TO hEATHER OR IN CONTACT WITH GROUND - I" TO MAIN BARS.
C. SLABS NOT EXPOSED TO WEATHER AND NOT IN CONTACT WITH GROUND -- 3/4" TO MAIN BARS.
D. BEAMS 11/2" TO STIRRUPS.
E. COLUMNS 11/2" TO TIES.
S. SLAB OPENINGS: WHERE OPENINGS THROUGH CONCRETE SLAB ARE REQUIRED, OPENINGS SHALL BE MADE BY
BLOCKING OUT PRIOR TO PLACING OF THE CONCRETE. NO CHOPPING OF ANY KIND snALL BE PERMITTED.
LOCATION OF ALL OPENINGS SHALL BE COORDINATED WITH PLUMBING, ELECTRICAL AND MECHANICAL. PLANS.
6. FORMWORK AND SHORING: DESIGN, ERECTION AND REMOVAL OP ALL FORMWORK, SHORES AND RESHORES SHALL
MEET THE REQUIREMENTS AS SET FORTH IN ACI-347-63 AND ACI-301-66.
7. WOOD JOISTS, RAFTERS, COLUMNS AND BEAMS SHALL HAVE ALLOWABLE STRESS IN BEARING OF 1000 P.S.I
AND IN SHEAR OF 80 P.S.I.. EVERY ROOFMAFTER OR JOIST SHALL BE SECURED WITH 3-16d NAILS TO
APPROVED ANCHOR EMBEDED IN CONCRETE BEAM. CROSS BRIDGING AT ALL JOIST CONSTRUCTION NOT TO
EXCEED 8' 0.C..
8. INTERIOR PARTITIONS TO BE 1/2" GYP. BOARDS BOTH SIDES OF 2X4 WOOD STUDS (0R3 5/8" 16 GA. STEEL
STUDS), SPACED MAX. AT 24" O.C.. PROVIDE PRESSURE TREATED 2X4 WOOD SOLE PLATE (OR 3 5/8" 16 GA.
STEEL RUNNER) BOLTED TO CONCRETE SLAB WITH 1/2" ANCHORS 1' 0.C.. TOP PLATE SHALL BE SINGLE 2X4
WOOD (OR 3 5/8" STEEL RUNNER) . LUMBER USED FOR STUDS IN INTERIOR PARTITIONS SHALL HAVE ALLOWABLE
STRESS IN BENDING OF 225 P.S.I..
9. ROOF SHAMING TO BE 5/3" PLYWOOD, PANEL I.D. INDEX 32/16. NAIL TO SUPPORTS WITH 8d COMMON
NAIL, 6" O.C. AT EDGE AND 12" O.C. AT INIERM.
10. SOIL BEARING CAPACITY: AFTER INSPECTION OF PREMISES, hE BELIEVE NATUJE OF GROUND TO BE ROCK
SAND WITH A BTARING CAPACITY OF OVER 2500 P.S.F.. SHOULD ANOTHER CONDITION EXIST, ARCHITECT
TO BE NOTIFIED FOR A NEW DESIGN.
11. FILL MATERIAL UNDER SLAB SHALL BE CLEAN SAND AND ROCK AND SHALL BE COMPACTED IN LIFTS NOT TO
aUEETTITTEq DEP1H. WALLS AND COLUMNS PENETRATING SLABS ON PILL, SHALL BE ISOLATED BY PREMOLDED
JOINT FILLER 1/2" THICK, UNLESS OTHERWISE NOIED.
MECHANICAL NOTES
1. A/C CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DUCT SIZES AND LAYOUT, PRIOR TO PROCEEDING WITH
TUE WORK.
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BURGLAR INTRUSION WINDOWS AND BURGLAR INTRUSIaliARDWARE
1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED
IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 8
OF THE METROPOLITAN CODE OF DADE COUNTY.
2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO DJ KEY OPERATED FROM EXTERIOR
WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY-IN-TH&KNOB
IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS.
3, SLIDING GLASS DOORS SIMI BE PROVIDED 111111 SLIDING DOOR DEAD DOLTS, OR A BOLT OR
A PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, SILL HEAD OR MEETING
MULLIONS. THESE DOORS SHALL, BE REINFORCED IN THE STRIKE AND LOCK AREA TO MAINTAIN BOLT
STRENGTH EFFECTIVENESS IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FRO?
OUTSIDE WHICH FACILITATE READY ENTRY FROM.OUTSIDE.
4. HINGES ON EXTERIOR OUTSWINGING DOORS SHALL HAVE NON-EXPOSED SCREWS AND NON-REMOVABLE PINS.
5. GLASS IN EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES Zf7.t.
6. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL
CAN BE LIFTED FROM THE TRACKS WREN IN 1H1 LOCKED POSITION, AND SO AS TO COMPLY WITH THE
ARCHITECTURAL ALUMINUM MFRGS. ASSOC. STANDARD FOR FORCED ENTRY RESISTANCE, AAMA 1403.3.
7. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A SCOPE OR VISION PANEL AND MULTIPLE
POINT LOCK ON INACTIVE LEAF.
8. WINDOWS TO BE PAN AMERICAN, WITH PRODUCTS CONTROL APPROVAL, #49389-F (WINDOWS) AND
#1.9339-B (DOORS), OR EQUAL.
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