09-74-017SECURITY AND FORCED ENTRY NOTES STRUCTURAL and GENERAL NOTES MATERIAL LEGEND
ALL EXTERIOR DOORS, WINDOWS, GLASS AND GLAZING SHALL COMPLY AND BE PROVIDED WITH
INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 3ro, SECURITY AND FORCED
ENTRY OF THE FLORIDA BUILDING CODE, 2004 EDITION.
MAIN ENTRANCE DOOR:
SINGLE DOORS SHALL BE LOCKED WITH COMBINATION DEAD LATCH AND DEAD BOLT SETS WITH A LATCH
THROW MINIMUM OF 1/2" AND DEADBOLT WITH A MINIMUM THROW OF P KEY OPERATED FROM THE EXTERIOR,
ALL WOOD JAMBS SHALL BE RABBETED TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE
INTEGRITY OF THE LOCK AND LATCH_ DOORS SHALL BE INSTALLED WITH A VISION SCOPE- ALL HINGES
EXPOSED TO THE EXTERIOR SHALL HAVE NON -REMOVABLE PINS.
DOUBLEDOOR:
THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL HAVE LOCKS AS REQUIRED
FOR SINGLE DOORS OR HAVE MULTIPLE POINT LOCK WITH 5/8" MINIMUM THROW 5OLT5 AND INSERTS,
OPERATED BY A CYLINDER LOCK. THE INACTIVE LEAF SHALL HAVE A MULTIPLE POINT LOCK WITH 5/8"
MINIMUM THROW BOLTS AND INSERTS. EXPOSED HINGES ON DOORS SHALL HAVE NON REMOVABLE PINS_
GARAGE TO LMNG AREA DOORS:
THESE DOORS SHALL BE LOCKED WITH A LATCH AND A SINGLE DEAD BOLT WITH A 1" MINIMUM THROW, OR
A COMBINATION DEADLATCH AND DEADBOLT.
GARAGE DOOR:
OVERHEAD DOOR SHALL BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS AND INSERTS,
ENGAGING AT LEAST TWO OPPOSITE SIDES WITH A MINIMUM OF 5/8" PENETRATION. VENTS SHALL NOT
EXCEED 8" IN LEAST DIMENSION AND SHALL NOT BE CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING
DEVICE.
SLIDING GLASS DOORS -
SLIDING GLASS DOORS SHALL BE INSTALLED AND CONSTRUCTED SO THAT PANELS CANNOT BE LIFTED
FROM THE TRACKS WHEN IN LOCKED POSITION. DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE
OUTSIDE NOR SHALL ANY DOOR LEAF WHEN CLOSED AND LOCKED BE OPERABLE FROM THE OUTSIDE
SLIDING DOORS SHALL BE LOCKED WITH A PIVOTED HOOK TYPE SINGLE BOLT. TO RESIST SLIDING ON
THE DOOR BY FORCE AND SHALL BE REINFORCED IN THE STRIKE AND LOCKED AREAS TO MAINTAIN
BOLT STRENGTH EFFECTIVENESS.
OTHER EXTERIOR DOORS:
EXTERIOR DOORS IF OPERABLE FROM THE EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT IS
KEY -OPERATED FROM THE EXTERIOR WHERE A KEY -IN -THE -KNOB TYPE LOCK IS USED, PROVIDE AN
AUXILIARY SINGLE DEAD BOLT LOCK KEY OPERATED FROM THE EXTERIOR- METAL GRATES AND
GRILLE -TYPE DOORS SHALL BE PROVIDED WITH LOCKS DESIGNED TO PREVENT REACHING THE INSIDE
ACTIVATOR FROM OUTSIDE DOORS. LOUVERS SHALL NOT BE INSTALLED IN THE EXTERIOR WALL OF
AREAS REQUIRING SECURITY UNLESS THE LOUVERED AREA IS PROTECTED BY INTRUSION SECURITY
DEVICES.
LIGHTING -
FOR THE PURPOSE OF SECURITY THE AREAS IMMEDIATELY OUTSIDE OF EXTERIOR DOORS SHALL BE
ILLUMINATED BY VANDAL -RESISTANT GLOBES AND SUCH ILLUMINATION SHALL BE ACTIVATED DURING THE
DARK PERIOD OF EVERY DAY. OPEN PARKING LOTS AND ACCESS THERETO, PARKING AND
NON -ENCLOSED AREAS UNDER OR WITHIN BUILDINGS AT GRADE SHALL BE PROVIDE WITH A MAINTAINED
MINIMUM OF ONE FOOT-CANDLE OF LIGHT ON THE PARKING AND WALKING SURFACES FROM DUSK UNTIL 10
MINUTES AFTER THE TERMINATION OF BUSINESS EACH OPERATING DAY,
WINDOWS:
WINDOWS SHALL BE LOCKED WITH DEVICES ON THE INSIDE CAPABLE OF WITHSTANDING A FORCE OF 150
POUNDS APPLIED IN ANY OPERABLE DIRECTION AND WITH QUICK -OPENING DEVICES SO THAT THEY MAY
BE READILY OPENED FROM THE INSIDE IN CASE OF EMERGENCY. WINDOWS SHALL BE CONSTRUCTED THAT
WHEN FIXED OR LOCKED CANNOT BE REMOVED FROM THEIR FRAMES FROM THE OUTSIDE_ HINGE PINS OF
ALL EXTERIOR OPERABLE WINDOWS SHALL HAVE NON -REMOVABLE PINS OR BE OF INTERLOCKING STUB
TYPE AND HAVE NON -EXPOSED SCREWS.
BURGLAR GUARDS:
BURGLAR GUARDS IF PROVIDED SHALL BE INSTALLED WITH QUICK OPENING DEVICES SO THAT THEY MAY
BE READILY OPENED FROM THE INSIDE FOR EMERGENCY EGRESS AND SHALL BE SO ATTACHED THAT
WHEN OPENED THEY WILL NOT DROP TO THE GROUND. DECORATIVE MATERIALS PROVIDING
COMPARABLE PROTECTION SHALL BE ACCEPTABLE IN LIEU OF PLAIN METAL BARS AND GRILLES.
OTHER INTERIOR DOORS -
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM IN51DE THE
CLOSET.
EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR
FROM THE OUTSIDE IN CASE OF AN EMERGENCY.
SITE NOTES
1. PROVIDE ALL SITE CLEARING, EXCAVATION, FILL, BACKFILL, ROUGH, GRADING, SUS -GRADES AND
COMPACTING AS INDICATED IN THE CONTRACT DOCUMENTS.
2- TREES TO REMAIN AND/OR RELOCATE AS SELECTED BY OWNERSHALL BE PROTECTED AS REQUIRED
3- TREES TO BE REMOVED SHALL BE CUT AS DIRECTED BY OWNER ALL SITE CLEARING DEBRIS AND
TREE STUMPS SHALL BE REMOVED FROM JOB SITE
4. IF SIDEWALK IS PROVIDED IT SHALL BE AS DIRECTED BY THE CORRESPONDING PUBLIC WORKS
DEPARTMENT
5. COORDINATE WITH MECHANICAL, ELECTRICAL, AND LANDSCAPING PLANS FOR WATER LINES, DRAINAGE
PIPES, UNDERGROUND ELECTRICAL CONDUITS IRRIGATION SYSTEMS AND ANY CONCEALED INSTALLATION
THAT COULD BE DAMAGED
�o. MAINTAIN SITE CLEAN OF CONSTRUCTION DEBRIS
1. PROVIDE CERTIFIED SOIL TREATMENT PRIOR TO POURING OF SLAB
8. REFER TO SITE PLAN FOR SEWER DISPOSAL SYSTEM DRIVEWAYS GRADING AND FENCING
1. SOIL STATEMENT:
A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LIMEROCK WITH AN ALLOWABLE
BEARING CAPACITY OF 2.0 K.S.F. (UNLESS NOTED OTHERWISE)
B- PROVIDED PROPERLY COMPACTED NON -ORGANIC FILL TO 95 y. MODIFIED PROCTOR
C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK
2. CONCRETE:
A. COMPRESSIVE STRENGTH OF CONCRETE AY 28 DAYS NON- STRUCTURAL SLABS ON FILL 2500 P.S.I. ALL
OTHER CONCRETE 3000 P.5-1
B. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU_ YDS_ PORTION
THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C-35. ONE AT 3 DAYS ONE AT I DAYS
AND THREE AT 2-3 DAYS
C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS:
1) CONCRETE POURED AGAINST THE EARTH - 3"
2) CONCRETE EXPOSED TO EARTH OF WEATHER
" 5 OR SMALLER - 1 1/2"
6 OR LARGER - 2"
3) CONCRETE NOT IN CONTACT WITH THE GROUND
BEAMS AND COLUMNS - 1 1/2"
SLABS AND WALLS - 3/4"
3. REINFORCING STEEL:
A. REINFORCING BARS MUST CONFORM WITH ASTM A615 GRADE 60
B. WELDED WIRE FABRIC MUST CONFORM WITH ASTM A-185 AND MUST BE SUPPORTED ON 6L,41B BOLSTER
SPACED AT 3 OR MAXIMUM ON CENTER
C_ FABRICATION AND DETAILING ACCORDING 10 ACI 315
D. ALL ACCESSORIES MUST HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION
4. MASONRY WALLS:
A. ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE
ABOVE BEING ERECTED
B. MORTAR MUST CONFORM WITH A5TM C270 OR TYPE M (2000 P-S-I.)
C_ HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C90, ON GRADE N, TYPE 1, NORMAL
WEIGHT WITH FM=1500 PSI
D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C416 WITH 2O00 PSI STRENGTH AT 28 DAYS.
E. REINFORCING: USE DURAWALL TRUSS * C3 GAGE REINFORCING EVERY OTHER COURSE. USE VERTICAL
REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FILL BLOCK.
5. WOOD:
A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE
REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARING THE SEAL OF A PROFESSIONAL ENGINEER WITH
FLORIDA REGISTRATION. SPECIFY BOTH PERMANENT BRACING AND THAT WHICH IS REQUIRED DURING
CONSTRUCTION.
B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Fb = 1200 P.S.I. EXCEPT FOR 4 X 12 HEADER BEAMS
WHICH MUST HAVE A MINIMUM OF 1500 P_5-I-
C. ALL WOOD IN CONTACT W/CONCRETE, MASONRY, OR LATH SHALL BE PRESSURE TREATED AS PER THE
"AMERICAN WOOD -PRESERVERS ASSOCIATION".
6. STRUCTURAL STEEL:
A. PIPE COLUMNS MUST CONFORM WITH ASTM A53 GRADE B. PLATES AND ROLLED SECTIONS SHALL BE
ASTM A-36 TUBE SECTION COLUMNS TO CONFORM WITH ASTt-1 A-500 GRADE B.
B. BOLTS MUST CONFORM WITH ASTM A-235
C. PROVIDE TWO SHOP -COATS OF RUST INHIBITING PAINT- FABRICATION AND ERECTION SHALL BE
ACCORDANCE WITH A15C SPECIFICATIONS
7. SLABS ON FILL;
A. TO BE PLACED ON CLEAN, NON -ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE
CONCRETE IS POURED. CONCRETE IS TO BE PLACED ON OZOro IN VISQUEEN VAPOR BARRIER. SLABS
ARE TO BE PLACED IN A "CHECKERBOARD" SEQUENCE. EACH SEGMENT OF WHICH IS NOT TO EXCEED A
MAXIMUM AREAS OF 325 SQ. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION.
& APPROVALS:
A. SUBMIT SHOP DRAWINGS FOR ITEMS 345 AS ABOVE
B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE
C_ A/C CONTRACTOR SHALL SUBMIT FOR ARCHITECTS APPROVAL SHOP DRAWINGS WHICH SHOW DUCT SIZE
t LAYOUT, EQUIPMENT SIZE, MANUF, MODEL * AND COMPLIANCE WITH ENERGY CODE REQUIREMENTS SHOWN
ON THE DRAWINGS_ A/C CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE A SYSTEM WITH
ADEQUATELY AND ECONOMICALLY ACHIEVES COMFORT LEVELS OF HEATING, COOLING, AND
DEHUMIDIFICATION IN ACCORDANCE WITH ASHRAE STANDARDS.
9. COORDINATION:
A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND
MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE.
B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND AT THE JOB
SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO THE ARCHITECT PRIOR TO FABRICATION
C_ GARAGE SHALL BE PROVIDED WITH A PERMANENT SIGN WITH 1/2" HIGH LETTERS LOCATED ON THEIR
INSIDE FACE OF ANY EXTERIOR DOOR READING: " DANGER DO NOT OPERATE ENGINE WITH DOOR CLOSED,
CARBON MONOXIDE EMISSION IS LETHAL"
D. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING, OF ANY DISCREPANCY IN
THE DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO
ANY ACTION ON HIS PART. FAILURE TO DO SO WILL MAKE HIM RESPONSIBLE AND LIABLE UNDER HIS
CONTRACT.
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SYMBOL LEGEND ..
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001 ROOM NAME OR NUMBER
WINDOW SYMBOL
COLM31
DESIGNATION
STANDARD DIMENSIONING METHOD
ELEVATION MARKER
EQUIPMENT SYMBOL
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Miami, Florida 3 3 1 4 3
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