11-1227-004EXISTING
FIXED GLASS
CAT. II SAFETY
49' -1"
RECEPTION AREA
PROPOSED FLOOR PLAN
scnLe: i/a °= r
MUSTING CONC. ROOF
3 -5/8" TOP RUNNER
(25 GA.)
5/8" GYPSUM DRYWALL ON EACH
SIDE OF PARTITION. APPLY
DRYWALL W/ LONG DIMENSION
PARALLEL TO STUDS, & WITH
SELF DRILLING TYPE 'S' GYPSUM
DRYWALL SCREWS, 1" LNG. FOR
1 /2" & 5/8" THK. BOARD. SPACED
NOT MORE THAN 12" O.C. ALONG
SUPPORTS FOR BOTH WALLS &
CEILINGS
M
3 -5/8" METAL STUDS,
OV-4 (25 GA.) 16" O.C.
3 -5/((8" BOTTOM CHANNEL
SLAB W� 35A6" SO TARPCONS
AT 16" O.C. (TYP.)
WOOD BASE
FIN, FLOOR
TIIia WIn GRID HANGERS
FROM JOIST ABOVE
LINE Oil FOR
CEILING HE TIGHT) TO FL PLAN
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C AREA
ELEV. 0'-
METAL STUD PARTITION DTL.(TYPICAL)
JITBUILDING DEPT.
STRUCTURAL SECTION
VED BY:
h II '"
,;M
FLA. ACCESS REQ.:
1. MAX. DIFFERENCE IN FLOOR LEVEL SHALL BE 1/2"
NOTE" ALL EXIT DOORS TO OPEN IN DIRECTION OF EXIT TRAVEL
W/O KEYS OR TOOLS AS PER NFPA 101 5- 2.1.5.1
NOTE" * DOORS MUST PROVIDE A MINIMUM CLEAR OPENING WIDTH
OF 32 INCHES
LEGEND
AREA TO BE LEGALIZED
EXISTING AREA
NEW PARTITION
EXIT COMBINED EXIT SIGNS AND
=• V 7 EMERGENCY LIGHT
BATTERY PACK
Cq
S SMOKE DETECTOR
FIRE EXTINGUISHER
THE FOLLOWING LIFE SAFETY FEATURES
SHALL BE PROVIDED AT TIME OF OCCUPANCY:
A-iFrP1r,--.
MIAW -DADS COUNTY
FIRE DEPARTMENT
APPROVED BY
IMAMI DADE COUNTY FK DEiiPNOW
91.D6. P6WIIA11 �-
1NiATiR MAIN WTIRMON
DATE 0 Y �
DOOR SCHEDULE
MARK
SIZE
TYPE
MATERIAL
REMARKS
TOTAL
36% 80" x 1 3/8"
INTERIOR
SWING
WOOD
CORRIDOR
24 "x 80" x 1 3/8"
INTERIOR
SWING
WOOD
STORAGE
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DOOR REMARKS
1. A# doors to the exterior to comply with the 2007 F.B.C., Forced Entry Prevention:
DOOR NOTES.•
1. Field verhfy existing openings before ordering doors.
2. MANUF. TO PROVIDE SHOP DRAWINGS OF ALL DOORS
J. All wood louvered door to be a range oft 112" to 2" louvered
depending on door size.
GENERAL 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. The Contractor shall furnish and be solely responsible for
all temporary bracing and shoring required to maintain plumbers
and stability of all structural elements during construction.
3. The Contractor shall obtain from all subcontractors the
the final approved site and location of all openings to be
provided for respective trades. He shall be responsible for
location and details.
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 project.
CALCULATION
AREA
AREA DESCRIPTION
AREA
SO. FT.
REMODELING AREA TO BE
LEGALIZED
444.01
TOTAL
1,144.78
SCOPE OF WORK
I-FI\IFPA1 .
THE SCOPE WORK CONSIST:
*LEGALIZATION OF:
• INTERIOR ALTERATION OF PARTITION
AND DOORS
• ELECTRICAL OUTLET AND LIGHT WORK
• RELOCATION A/C DUCT
ALTERATION— LEVEL 2
404.1 SCOPE.
LEVEL ALTERATIONS INCLUDE THE
RECONFIGURATION OF
SPACE, THE ADDITION OR ELIMINATION OF ANY
DOOR
OR WINDOW, THE RECONFIGURATION OR EXTENSION
OF ANY SYSTEM, OR THE INSTALLATION OF
ADDITION EQUIPMENT. FBC EXISTING
�.1
5:1
THESE DRAWING & SPECIFICATIONS
ARE INSTRUMENTS OF SERVICE AND
SHALL REMAIN THE PROPERTY OF
JORGE ALBA WHETHER THE PROJECT
FOR WHICH THEY WERE PREPARED
IS EXECUTED OR NOT, THEY ARE NOT
TO BE USED IN ANY MANNER ON OTHER
PROJECTS OR EXTENSIONS TO THIS
PROJECT EXCEPT BY AGREEMENT IN
WRITING AND WITH THE APPROPRIATE
COMPENSATION TO JORGE ALBA
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JORGE ALBA
PROFESSIONAL ENGINEER
P.E. 63967
407 PHIPPEN ROAD
DANIA BEACH, FL. 33004
(954) 483 5031
DATE 11/26/11
DRAWN BY. M. GUILLEN
CHECKED BY: JA
SCALE: AS SHOW
A -3
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JORGE ALBA
PROFESSIONAL ENGINEER
P.E. 63967
407 PHIPPEN ROAD
DANIA BEACH, FL. 33004
(954) 483 5031
DATE 11/26/11
DRAWN BY. M. GUILLEN
CHECKED BY: JA
SCALE: AS SHOW
A -3
I SHEET NUMBER: L OT 10 1