01-0468-014 Eusebio M. Mora
Architect Fla. Lic. # AR0011732
SECURITY AND FORCED ENTRY MOTES STRUCTURAL and GENERAL NOTES ; MATERIAL LEGEND -- o„
ALL EXTERIOR DOORS, WINDOWS, GLASS AND GLAZING SHALL COMPLY AND BE PROVIDED WITH 1. SOIL STATEMENTS
INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 3(o, SECURITY AND FORCED CONCRETE BLOCK STEEL
ENTRY OF THE SOUTH FLORIDA BUILDING CODE, LATEST EDITION A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LIMEROCK WITH AN ALLOWABLE
BEARING CAPACITY OF 2.0 K.S.F. (UNLESS NOTED OTHERWISE)
MAIN ENTRANCE DOOR
B. PROVIDED PROPERLY COMPACTED NON-ORGANIC FILL TO 95 - io MODIFIED PROCTOR
SINGLE DOORS SHALL BE LOCKED WITH COMBINATION DEAD LATCH AND DEAD BOLT SETS WITH A LATCH
THROW MINIMUM OF 1/2" AND DEAD50LT WITH A MINIMUM THROW OF P KEY OPERATED FROM THE EXTERIOR. C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK
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 2. CONCRETE POURED CONCRETE FINISH WOOD
EXPOSED TO THE EXTERIOR SHALL HAVE NON-REMOVABLE PINS. (Small Scale) 9780 Southwest 16th Street
A. COMPRESSIVE STRENGTH OF CONCRETE AY 2B DAYS NON- STRUCTURAL SLABS ON FILL 2560 P.S.I. ALL
DOUBLE DOOR: OTHER CONCRETE 3000 P.S.I Miami, Florida 3 3 1 6 5
—
THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL HAVE LOCKS AS REQUIRED B. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU, YDS. PORTION (305) 229 6860
FOR SINGLE DOORS OR HAVE MULTIPLE POINT LOCK WITH 5/S" MINIMUM THROW BOLTS AND INSERTS, THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C-39. ONE AT 3 DAYS ONE AT 1 DAYS
OPERATED BY A CYLINDER LOCK THE INACTIVE LEAF SHALL HAVE A MULTIPLE POINT LOCK WITH 5/8" AND THREE AT 29 DAYS POURED CONCRETE ROUGH WOOD BLOCKING
MINIMUM THROW BOLTS AND INSERTS. EXPOSED HINCaES ON DOORS SHALL HAVE NON REMOVABLE PINS. ,'
C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS: a . (Large Scale)
GARAGE TO LIVING AREA DOORS:
1) CONCRETE POURED AGAINST THE EARTH - 3"
THESE DOORS SHALL BE LOCKED WITH A LATCH AND A SINGLE DEAD BOLT WITH A P MINIMUM THROW, OR 2) CONCRETE EXPOSED TO EARTH OF WEATHER
A COMBINATION DEADLATCH AND DEADBOLT. # 5 OR SMALLER - 1 1/2" U
# (o OR LARGER - 2"
GARAGE DOOR: 3) CONCRETE NOT IN CONTACT WITH THE GROUND PRECAST CONCRETE COMPACTED FILL
W ' •
BEAMS AND COLUMNS - 1 1/2" III=I I=I I =I r{ �.:;•
OVERHEAD DOOR SHALL BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS AND INSERTS, SLABS AND WALLS - 3/4"
ENGAGING AT LEAST TWO OPPOSITE SIDES WITH A MINIMUM OF 5/5" PENETRATION. VENTS SHALL NOT o
EXCEED 5" IN LEAST DIMENSION AND SHALL NOT BE CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING 3. REINFORCING STEEL-
DEVICE. W �
A. REINFORCING BARS MUST CONFORM WITH ASTM Aro15 GRADE (00
SLIDING GLASS DOORS-
if O
B. WELDED WIRE FABRIC MUST CONFORM WITH ASTM A-185 AND MUST BE SUPPORTED ON SLAB BOLSTER BRICK BLANKET INSULATION Z "
SLIDING GLASS DOORS SHALL BE INSTALLED AND CONSTRUCTED SO THAT PANELS CANNOT BE LIFTED SPACED AT 3 OR MAXIMUM ON CENTER
FROM THE TRACKS WHEN IN LOCKED POSITION. DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE "`° "�
Z
OUTSIDE NOR SHALL ANY DOOR LEAF WHEN CLOSED AND LOCKED BE OPERABLE FROM THE OUTSIDE C. FABRICATION AND DETAILING ACCORDING 10 ACI 315
SLIDING DOORS SHALL BE LOCKED WITH A PIVOTED HOOK TYPE SINGLE BOLT. TO RESIST SLIDING ON W c�4a,."°°^•
THE DOOR BY FORCE AND SHALL BE REINFORCED IN THE STRIKE AND LOCKED AREAS TO MAINTAIN D. ALL ACCESSORIES MUST HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION w `;
BOLT STRENGTH EFFECTIVENESS.
4. MASONRY WALLS- SLATE ' " " " " " " " " " RIGID INSULATION
OTHER EXTERIOR DOORS: ' " " " " " " " " " A
A. ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERc,:=TED PRIOR TO THE STRUCTURE
EXTERIOR DOORS IF OPERABLE FROM THE EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT IS ABOVE BEING ERECTED }
KEY-OPERATED FROM THE EXTERIOR WHERE A KEY-IN-THE-KNOB TYPE LOCK IS USED, PROVIDE AN m
AUXILIARY SINGLE DEAD BOLT LOCK KEY OPERATED FROM THE EXTERIOR METAL GRATES AND B. MORTAR MUST CONFORM WITH ASTM C2-10 OR TYPE M (2000
GRILLE-TYPE DOORS SHALL BE PROVIDED WITH LOCKS DESIGNED TO PREVENT REACHING THE INSIDE V)
ACTIVATOR FROM OUTSIDE D. OORS. LOUVERS SHALL NOT BE INSTALLED IN THE EXTERIOR WALL OF C. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH AS'i"Ji c:y0, ON GRADE N, TYPE 1, NORMAL "
AREAS REQUIRING SECURITY UNLESS THE LOUVERED AREA IS PROTECTED BY INTRUSION SECURITY WEIGHT WITH FM=1500 PSI MORTAR BED STUCCO PLASTIC
DEVICES. . . . .
D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C4-1(o WITH 2000 PSI STRENGTH AT 25 DAYS.
LIGHTING
E. REINFORCING: USE DURAWALL TRUSS # 9 GAGE REINFORCING EV'F'fE Y OTHER COURSE. USE VERTICAL 6i
FOR THE PURPOSE OF SECURITY THE AREAS IMMEDIATELY OUTSIDE OF EXTERIOR DOORS SHALL BE REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FIL1. ',LOCK.
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 5. WOOD:
NON-ENCLOSED AREAS UNDER OR WITHIN BUILDINGS AT GRADE SHALL BE PROVIDE WITH A MAINTAINED .'`�`a•
MINIMUM OF ONE FOOT-CANDLE OF LIGHT ON THE PARKING AND WALKING SURI:=ACES FROM DUSK UNTIL 10 ( A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH SOUTH FLORIDA BUILDING CODE SYMBOL LEGEND �.
MINUTES AFTER THE TERMINATION OF BUSINESS EACH OPERATING DAY. ��� REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARING THE SEAL OF A. PROFESSIONAL ENGINEER WITH
yRi --I FLORIDA REGISTRATION. SPECIFY BOTH PERMANENT BRACING AN'-.,, THAT WHICH IS REQUIRED DURING =-
11VIND011V5: CONSTRUCTION.
Y . ..
A SECTION MARKER DOOR NUMBER a
WINDOWS SHALL BE LOCKED WITH DEVICES ON THE INSIDE CAPABLE OF WITHSTANDING A FORCE OF 150 B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Fb = 1200 P.S.I. EXCEPT FOR 4 X 12 HEADER BEAMS M
POUNDS APPLIED IN ANY OPERABLE DIRECTION AND WITH QUICK-OPENING DEVICES SO THAT THEY MAY WHICH MUST HAVE A MINIMUM OF 1500 P.S.I. A-7 v _
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 C. ALL WOOD IN CONTACT W/CONCRETE, MASONRY, OR LATH 5H;41- 1._ BE PRESSURE TREATED AS PER THE C;
ALL EXTERIOR OPERABLE WINDOWS SHALL HAVE NON-REMOVABLE PINS OR BE OF INTERLOCKING STUB "AMERICAN WOOD-PRESERVERS ASSOCIATION",
TYPE AND HAVE NON-EXPOSED SCREWS.
6. STRUCTURAL STEEL
BURGLAR GUARDS- /4
DETAIL SYMBOL WINDOW SYMBOLS
A. PIPE COLUMNS MUST CONFORM WITH ASTM A53 GRADE B. PLATT:S AND ROLLED SECTIONS SHALL BE
BURGLAR GUARDS IF PROVIDED SHALL BE INSTALLED WITH QUICK OPENING DEVICES SO THAT THEY MAY ASTM A-3io TUBE SECTION COLUMNS TO CONFORM WITH ASTM A-500 GRADE B.
BE READILY OPENED FROM THE INSIDE FOR EMERGENCY EGRESS AND SHALL BE SO ATTACHED THAT Cd
WHEN OPENED THEY WILL NOT DROP TO THE GROUND. DECORATIVE MATERIALS PROVIDING B. BOLTS MUST CONFORM WITH ASTM A-235 W .
COMPARABLE PROTECTION SHALL BE ACCEPTABLE IN LIEU OF PLAIN METAL BARS AND GRILLES. C •0 ,<
C. PROVIDE TWO SHOP-COATS OF RUST INHIBITING PAINT. FABRICATI ,N AND ERECTION SHALL BE ,d,
OTHER INTERIOR DOORS: ACCORDANCE WITH AISC SPECIFICATIONS ELEVATION SYMBOL COLUMN AXIS DESIGNATION (,,d{ �,
W
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE 7. SLAM FILL• 3 C
BS
CLOSET.
Cd
EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR A. TO BE PLACED ON CLEAN, NON-ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE 0
FROM THE OUTSIDE IN CASE OF AN EMERGENCY. CONCRETE IS POURED. CONCRETE IS TO BE PLACED ON 0.00(o ItJ \JISQUEEN VAPOR BARRIER. SLABS W W w. ...,.1 . `
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ARE TO BE PLACED IN A "CHECKERBOARD" SEQUENCE. EACH SEGMENT OF WHICH IS NOT TO EXCEED A U 4-0 7;.•���"'` �
MAXIMUM AREAS OF 325 50. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION. W O'•, Ci ,
NORTH ARROW ELEVATION MARKER Q (9
8. APPROVALS: W
A. SUBMIT SHOP DRAWINGS FOR ITEMS 345 AS ABOVE Cd
W N
B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE U)
SITE NOTES C. A/C CONTRACTOR SHALL SUBMIT FOR ARCHITECTS APPROVAL SHOP DRAWINGS WHICH SHOW DUCT SIZE 001 ROOM NAME OR NUMBER EQUIPMENT SYMBOL O "+
4 LAYOUT, EQUIPMENT SIZE, MANUF, MODEL # AND COMPLIANCE WITH ENERGY CODE REQUIREMENTS SHOWN z
1. PROVIDE ALL SITE CLEARING, EXCAVATION, FILL, BACKFILL, ROUGH, GRADING, SUB-GRADES AND ON THE DRAWINGS. A/C CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE A SYSTEM WITH
COMPACTING AS INDICATED IN THE CONTRACT DOCUMENTS. ADEQUATELY AND ECONOMICALLY ACHIEVES COMFORT LEVELS OF HEATING, COOLING, AND V -60 0
DEHUMIDIFICATION IN ACCORDANCE WITH ASHRAE STANDARDS., V
2. TREES TO REMAIN AND/OR RELOCATE AS SELECTED BY OWNER-SHALL BE PROTECTED AS REQUIRED C L(OD0
9. COORDINATION: n�
" 3. TREES TO BE REMOVED SHALL BE CUT AS DIRECTED BY OWNER ALL SITE CLEARING DEBRIS AND W p N
TREE STUMPS SHALL BE REMOVED FROM JOB SITE A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND co (J N
MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE. 0 0 I
4. IF SIDEWALK IS PROVIDED IT SHALL BE AS DIRECTED BY THE CORRESPONDING PUBLIC WORKS STANDARD DIMENSIONING METHOD 0 N O
DEPARTMENT B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND AT THE JOB 0
(L (0
SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO THE ARCHITECT PRIOR TO FABRICATION
5. COORDINATE WITH MECHANICAL, ELECTRICAL, AND LANDSCAPING PLANS FOR WATER LINES, DRAINAGE w
PIPES, UNDERGROUND ELECTRICAL CONDUITS IRRIGATION SYSTEMS AND ANY CONCEALED INSTALLATION C. GARAGE SHALL BE PROVIDED WITH A PERMANENT SIGN WITH 1/2`' HIGH LETTERS LOCATED ON THEIR J 1
THAT COULD BE DAMAGED INSIDE FACE OF ANY EXTERIOR DOOR READING: " DANGER DO NC' OPERATE ENGINE WITH DOOR CLOSED. �
CARBON MONOXIDE EMISSION IS LETHAL"
6. MAINTAIN SITE CLEAN OF CONSTRUCTION DEBRIS 10'-0" DRAWN BY:
D. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING, OF ANY DISCREPANCY IN EM
"1. PROVIDE CERTIFIED SOIL TREATMENT PRIOR TO POURING OF SLAB THE DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO To Stub CHECKED BY:
ANY ACTION ON HIS PART. FAILURE TO DO SO WILL MAKE HIM RE:7=ONSIBLE AND LIABLE UNDER HIS PARTITION EMNI
0. REFER TO SITE PLAN FOR SEWER DISPOSAL SYSTEM DRIVEWAYS GRADING AND FENCING CONTRACT.
ATTACHMENT NO.:
ATT CHMEI\
DRAWING FILE NO.:
20 1—f)02
DATE:
3 /20
SCALE:
NC TELD
..r.r.
CONCRETE BLOCK a 0 f' SHEET NUMBER:
TO M,45ONRY
A