09-184-0012
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FILL ALL CELLS W/
a,000 psi GROUT
NEW 4' CONC. SLAB W/
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MIL V15QUEEN ON II
COMPACTED FILL_
SAWCUT SLAB JOINT
(24 HRS. MAX, AFTER FOUR)
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REMOVE EXISTING TIE
COLUMN AT PROPOSED
GRADE WINDOW OPENING
ELEV.: - 1'-0'
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'Heary-fr eumr ifi )AIulnc.
aQ Sil'Pobce Dd Leon Blvd.
Coral Gables, FL 33134
TLL• (305) 441-1556 �
` N FAX: (305) 445-237J W
'I* JUV V V WY V YV•• •
http://WWW.S-g2rchitects.com
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AA 0002293
EB 0005176IL
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Project Number
0723701 z
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NOTES:
1- SOIL STATEMENT:
SOIL IS SAND 4 ROCKS Consultants z
WITH A BEARING: CAPACITY OF W
2000 PSF BY VISUAL INSPECTION. >i
AT THE TIME OF CONSTRUCTION, A G.V. PIREZ
PROFESSIONAL ENGINEER SHALL STRUCTURAL ENGINEERS
SUBMIT TO THE BLDG OFFICIAL A
7315 S.W. 87th AV .c
LETTER ATTESTING THAT THE SITE HAS MIAMI, FL 33173 g
BEEN OBSERVED AND THE FOUNDATION
CONDITIONS ARE SIMILAR TO THOSE UPON TEL: 305-412-2200
WHICH THE DESIGN IS BASED. THE
LETTER SHALL BE SIGNED AND BEAR
THE IMPRESS SEAL OF THE PROFESSIONAL LS
ENGINEER. Consultants It
0
2- ALL BLOCK REINFORCING TO DESIGN ONE is
BE %048' VERT. IN BLOCK CONSULTING ENGINEERS
CELLS FILLED W13000 PSI
PEAROCK CONCRETE (8" MIN. 509 S.W. IS STREET, No. 200
SLUMP) AND AS SHOWN ON PLAN. MIAMI, FL 33130
PROVIDE 2% VERT. EACH END OF TEL: 305-860-0384 �
OPENINGS OR AS SHOWN ON PLAN.
MASONRY COMPRESSIVE STRENGTH,
f'm =1,500 PSI 8
3- PROVIDE a GA. LADDER TYPE OFFICE TENANT
HORIZONTAL REINFORCING w16'loc.
IMPROVEMENT FOR
4- TURN ALL CORNERS WITH
245X2'-6'x2'-6' -FOOTINGS DR. ILEANA R.
AND TIE BEAMS
N PEREZ - QUINTAIROS
5- REINFORCED MASONRY WORK T
TO BE IN ACCORDANCE WITH z
ACI-530-05 6310 SUNSET DRIVE
MIAMI, FLORIDA 331+43 �
6-WIND DESI 1t-f ACCORDANCE
j WITH ASGi-O5.XPOSURE 'G'
WIND VELOVTY - 146 MPH. Revisions Date
Z- TOP OF ALL PAD FOOTINGS TO
BE I'-0' MIN. BELOW TOP OF GROUND BLDG. DEPT. COMMENTS OS-25 09 it
SLAB. ALL PADS TO BE CENTERED WITH A OWNER'S REVISION 09-30-09 T
COLUMNS. NEW FOOTINGS TO MATCH A OWNER'S REVISION 11-16-09
EXISTING: FOOTINGS ELEVATIONS, z
K
8- REFER TO ARCHITECTURAL DRAWING FOR
DEMOLITION PLAN AND SIDEWALKS.
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LEGEND:
0 EXISTING 8' CONCRETE
BLOCK WALLS - TO REMAIN
EXISTING 8' CONCRETE
BLOCK WALLS - TO BE REMOVED
AFTER APPROVAL BY ENGINEER.
Seal: C
® NEW 8' CONCRETE BLOCK Z
NEW CONCRETE COLUMNS SEE
Offi COLUMN SCHEDULE.
-NEW STEEL COLUMNS.
SEE COLUMN SCHEDULE. w
O 04 • Ir TOP x 5'-0'
i;
DEMOLITION NOTES:
N 1- CONTRACTOR TO EXPOSE STRUCTURE •
AROUND AREAS TO BE DEMOLISHED PLAN NORTH
AND NOTIFY ENGINEER FOR INSPECTION
PRIOR TO DEMOLITION
2- CONTRACTOR TO REMOVE ROOF AREA,
AFTER APPROVAL BY ENGINEER,
PRIOR TO REMOVINCx WALLS
AND BEARING PARTITIONS. F
0
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2
NOTE:
TOP OF NEW FOOTINGS TO BE
AT SAME ELEVATION r
OF EXISTING FOOTINGS.
T i P• IA .1 Checked By:
e3U1I_I fN1 DEPT. E.G.
STRE—{C't3I?AL SECTION Drawn By: A.A. #
Issue: Ld
"API•ROVFD BY:. 01-12-09 U
j'.F. l��pr Date:
f 01-12-09
Sheet Index: �
0
FLOOR PLAN
Z
Y yV
7315 SW 67Tt1 AVE, 100 JOB NO: 2607 0
Q`� � r ' MIAMI, FLORIDA 33173 DRAWN BY: LIP
305,412.2200
cr /'Vp 305.41 2.201 1 DESIGN/APPRV: G.V.P.
� c�,I 9vplrcz@cof5.nct FILE• 2607-5-1.1
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Georgc V. Plrcz, P.E. 4 12294
Monica Plrcz, P.E. # 56734 CA 000 ► 539
' L Sheet Number
TITLE:',,;FIKC)T FLOOR FRAMING rLAN
S 1.1
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