05-191-017I
EPDXY DOWEL ra" INTO EXIST,
SLAB W/ 04 BAR w 24" ---\
4" PVC PIPE
FOR DRINK BEVERAGE
SYSTEM BY OWNER
411 CONC. SLAB
— 6X& 10 /10 WELDED
WIRE MESH
WELL COMPANTED FILL
• .a v
_ • °
8 EXIST. SLAB
FIELD VERIFY
CONC. SLAB DETAIL
Na
SCALE: 1" = 1' -0"
•••• ••• • r rr••• •r•
V Y V V Y V Y V
GENERAL NOTES: • Y • • • `:
I -ALL WORK AND MATERIALS 5HALL BE IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC), 2001 EDITION.
2 -THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING • • • •Y • • • • •
CODE (F.B.C) AND ASCE l TO THE FOLLOWING WIND LOAD DESIGN CRITERIA: : • • c : . •. •
- CATEGORY 11 • go* • • • • • •
- EXPOSURE "C"
- IMPORTANCE FACTOR 1.0
-BASIC WIND SPEED 15 146 MPH Y. i • • . • • • .. .. • w V
• V • U V
v•r• • Y v u
u • u w
3 -THE STRUCTURAL DESIGN 15 BASED ON THE MIN. DE51GN LOADS AND & • • • ` • ego** 1 ` V � u • u u • to Y ` •
DE51GN CRITERIA SET FORTH IN F.B.C. CHAPTER 16 AND ASCE l -3a:
-SOIL BEARING CAPACITY = 2000 P5F
- INTERIOR FLOOR LIVE LOAD = 40 P5F
-ROOF LIVE LOAD = 30 P5Fi ROOF DEAD LOAD « 25 PSF (SLOFED)± 10 PSI=
(FLAT)*-
WOOD
I -WOOD THAT 15 PERMANENTLY INSTALLED IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED OR SHALL BE SEPARATED FROM THE CONCRETE/MASONRY BY A LAYER OF
30* ROOFING FELT.
CONCRETE:
I -ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301 -64.
2 -ALL REINFORCED CONCRETE 5HALL HAVE A MIN, 2t DAY COMPRE551VE STRENGTH (f'c) OF 3,000 P51,
3- CONCRETE SLABS ON GRADE 5HALL BE REINFORCED WITH 6x6 WELDED WIRE FABRIC THAT PROVIDES
A MINIMUM CROSS - SECTIONAL AREA OF STEEL OF 0.02b 50. INCHES PER LINEAR FOOT IN EACH
DIRECTION.
4- REINFORCING STEEL SHALL BE ASTM A -615 GRADE 60 WITH A MIN. YIELD STRENGTH (fy) OF 60 KSI.
5- UNLESS OTHERWISE SHOWN, CONCRETE COVER 5HALL BE AS FOLLOWS:
-CAST AGAINST AND EXPOSED TO EARTH - 3"
- FORMED, EXP05ED TO EARTH OR WEATHER:
*6 AND LARGER - 2"
05 AND SMALLER - 1 1/2"
- INTERIOR SLABS AND WALLS - I"
STRUCTURAL STEEL:
�I -ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE SPECIFICATION5 FOR
THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
LATEST EDITION, AS PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC)
2 -ALL STRUCTURAL STEEL PLATES SHALL BE DOMESTIC AND SHALL CONFORM TO THE FOLLOWING:
- STRUCTURAL TUBE5: ASTM A500, GRADE 5 (fy =46 K51)
- PLATES: ASTM A! 01
- STRUCTURAL SHAPES: A5TM A36 OR A332 (ry =36 K51)
3 -ALL WELDING SHALL BE IN STRICT ACCORDANCE WITH THE DETAILS SHOWN AND
UTILIZE E -10xx ELECTRODES.
4 -51-1IM STEEL BASE PLATES AS NECESSARY AND INSTALL A FROPRIETARY NON - SHRINK GROUT SUCH AS
MASTERFLOW S28 AS MANUFACTURED BY CHEMREX, INC. MINIMUM THICKNESS OF GROUT SHALL BE 1 1/2"
COLTRAIN AND JONES
ARCHITECTURE, P.A.
DESIGN t CADD PRODUCTION
CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS
TEL.(305) 2$5 -6723 FAX(305) 2$5 -6722
535 SW ! ST. MIAMI, FL 33130 SUITE 100
AFFR0VAL5/REV1510N5
NOTES:
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/ *a
travel dist-nre to 751 'nurrr
Top not to exceed 5 1above the Qor W ■ (f) ■ ■ /)O/�■■
. « ` U
• DISPLAY \
LL
PARTIAL FLOOR PLAN - CONCRETE SLAB PLACEMENT =1, 950 S.F.
LOW
WALL
11/2
R= ± 19' -4"
DISPLAY
\_- 6X6 1Cj /10 WWM
*4Q24„
;Y" l
LOW UP 111,2 :L
WALL �-
0 L P E. "'4`r i T F! r, : A. L�a'•', M
{y {y! C(^�)) f; tie s^
FIRE SUP f SZ 0' i'Y .IFil::ii WlAlrl �:.�I.
BATE:.
SCALE: 1/4" = V -0"
SEAT.:
OL?
Q
Mark A. Coltraln AR 00133M
RlcFvrd K Jones, AIA AR 0015755
FROJECTs
MARTINI BAR
SUNSET PLACE
SOUTH MIAMI, FL
L-"ER CONTACT: OINEl! TELEPHONE:
SHEET TITLE:
CONCRETE SLAB
PARTIAL FLOOR PLAN
Job No. 200401 Prawinq No.
Drawn NS R /L _I
LA /jam
Data Q
Sad"; AS SHOWN
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