12-1192-003GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES
AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK.
CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS.
ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY
ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY.
2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR
ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS
AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE
FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE
PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR
LOCATION AND DETAILS.
4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE SHALL
REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL
COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL
REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS
UNLESS OTHERWISE NOTED.
5. CONTRACTOR /OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED
GRADE & FINISHED FLOOR ELEVATIONS WITH RESPECT TO DADE COUNTY
FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL
FLOOD CRITERIA OR ANY OTHER GOVERNING BODY.
6. OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY
CERTIFIED MAIL UPON COMMENCEMENT OF PROJECT.
7. THE OWNER SHALL BE SOLELY RESPONSIBLE FOR INVESTIGATION IN
REFERENCE TO WHETHER STRUCTURE CAN BE BUILT ON SITE.
PAYMENT OF THESE DRAWINGS CONSTITUTES ACCEPTANCE & AGREEMENT
WITH THE FOLLOWING STATEMENT: NO PARTY SHALL INITIATE DELAY CLAIMS
AGAINST FERNANDO GOMEZ -PINA, P.E. CONSULTING ENGINEER,
LIABILITIES SHALL BE LIMITED TO FEES PAID TO THE DESIGN PROFESSIONAL.
INTRUSION & BURGLARY SECURITY NOTE:
ALL EXTERIOR DOORS SHALL BE PROVIDED WITH CYLINDRICAL TYPE LOCK SETS, LATCH BOLT
BY KNOB; LATCH BOLT DEAD - LOCKED WHEN DOOR CLOSED. KEY OPERATED FROM OUTSIDE WITH
PRIVACY TURN BOTTOM FOR LOCKING OUTER KNOB WHICH IS NOT AUTOMATICALLY RELEASED.
CAPABLE OF RESISTING A FORCE OF 300 LBS. IN ANY MOVABLE DIRECTION.
MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH DEAD BOLT
KEY OPERATED FROM OUTSIDE AND BY TURN KNOB FROM INSIDE OTHER EXTERIOR DOORS TO BE
PROVIDED WITH INTERIOR SINGLE DEAD BOLT. ALL TO BE 1" MIN. THRUST AND OF
HARDENED OR CONTAIN INSERTS. AT DOUBLE DOORS SECOND DOOR SHALL BE PROVIDED WITH
HAND BOLT TOP AND BOTTOM. DOORS TO BE MOUNTED ON 1 1/2" PAIR OF HINGES WITH
NON - EXPOSED SCREWS AND NON - REMOVABLE PINS BY SET SCREW IN BARREL. MAIN ENTRANCE
DOORS TO HAVE DOOR SCOPE PERMITTING INSIDE VIEWER A 180 DEGREE OBSERVATION
ANGLE OF OUTSIDE WHEN DOOR CLOSED.
HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS.
GLASS IN EXTERIOR OUT DOORS AND ALL GLAZING WITHIN 48" OF INSIDE LOCKING DEVICE OF
DOOR SHALL COMPLY WITH A.N.S.I.297.1.
INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH
BOTTOM WHICH AUTOMATICALLY OPENS BY TURN OR BY CLOSING.
EXTERIOR SLIDING DOORS SHALL BE PROVIDED WITH TEMPERED GLASS AS SET FORTH BY
AMERICAN NATIONAL STANDARDS, INSTITUTE'S STANDARD 297. SLIDING GLASS DOOR CON-
STRUCTED AND INSTALLED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACK WHEN IN -LOCK
POSITION. ACCORDING TO ALUM. ASSOC. STANDARD FOR FORCE -ENTRY RESISTANCE
AAMA 1303.3. ADDITIONAL TO THE MANUF. LOCK PROVIDE DEAD BOLTS AT MEETING MULLIONS.
ALL WINDOWS, AWNING, SINGLE HUNG OR HORIZONTAL SLIDING SHALL BE PROVIDED WITH A
LOCKING DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LBS. APPLIED IN ANY OPERABLE
DIRECTION, OR AS SPECIFIED IN THE PAN AMERICAN FORCE AWNING TYPE 49 389 F. WINDOW
FRAMES SHALL BE CONSTRUCTED SO THAT WHEN FIXED OR LOCKED THEY CANNOT BE REMOVED
FROM THE OUTSIDE.
OVERHEAD LOADING DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED
AT MORE THAN ONE POINT WITH HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO
OPPOSITE POINTS A MIN. 5/8 ".
SECTION VIEW
2 "X4" WOOD BACKING
AT TOP OF WALL
CABINET
INTERIOR PARTITION WITH
3 -5/8" x 20 GA. MTL. STUDS
024" O.C.
Tnp np pi ATF
2 "X4" WOOD BACKING
AT TOP OF WALL
CABINET
PROVIDE BACKING FOR WALL CABINET F.B.C. 2905N.1.2
A MINIMUM 2" X 4" HORIZONTAL WOOD MEMBER, SECCURELY
FASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL BE
INSTALLED FOR THE ATTACHEMENT OF EACH WALL HUNG
PLUMBING FIXTURE AND WALL CABINET.
WOOD BACKING DETAIL
N.T.S.
RESTROOM GROUND FLOOR PLAN
NOTE:
FIRST FLOOR TO BE A.D.A. ADAPTED
BATHROOMS.
H.C. STALLS WILL BE 36" WIDE, OTHER
STALLS SHALL BE EXISTING. DIMENSIONS
MIN. 26 "WIDE
NOTE:
THESE PLANS COMPLY WITH
NEW F.B.C. 2010 BUILDING
SCALE: 1/2"= V-0"
NOTE:
RESTROOM WALLS WITHING TWO FEET
OF URINALS AND WATER CLOSETS MUST
HAVE SMOOTH HARD NONABSORBENT
SURFACES TO A MINIMUM HEIGHT OF
FOUR FEET
TYPICAL RESTROOM FLOOR PLAN (FROM 2ND FLOOR TO 8TH FLOOR)
SCALE: 1/2"= 1' -0"
NOTE:
BATHROOMS FOR 2nd FLOOR TO 8th FLOORS
TO REMAIN IN EXISTING LOCATIONS WITH
CURRENT ALL DIMENSIONS DESIGN.
NOTE:
- PROVIDE NON SLIPERY CERAMIC TILES
AT ENTIRE AREA.
- TILES FROM FLOOR TO CEILING AT WET AREAS.
NOTE:
HOT WATER AND DRAIN PIPE EXPOSED
UNDER LAVATORIES, SHALL BE
INSULATED OR OTHERWISE CONFIGURED
SO AS TO PROTECT AGAINST CONTACT
SINK & COUNTER SHALL BE 34" HIGH
MAXIMUM
THERE SHALL BE NO SHARP
OR ABRASIVE SURFACES
UNDER SINKS
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Approved By:
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