HomeMy WebLinkAboutSFoundation Details 4-2 V1APPROVED
00M7122
28'-0"
16'-0"
3 3'-11" 11'-81/2»
24"x24"x12" CONC. FTG- wl #4 _-'r 5
(— RFRAR (d G" 0 C FA WAY
Lev_J Let
00
\o
w�
0
0
------------------ --
---------- -----
09 0
s-
I
S1.0
I
I
I
F05
S1.0
I
I
I
I
o
F01
F01
S1.0
I
I
o
I
I
S1.0
I
2'-6"
o
�
2X6
I
_
-
F10
I
I
S1.0
-
o
Q
F09 = �c
I
- - F05
w
o _ S1.0
o/
6"
VARIEF09
S '
S1.0
Io
of
- -
OPT CONC
PAD
L
��
�I
6'_71/2"
LSTHD8
F04 o
S1.0
o
0
-
I
6'-4„
_
F11
I
36"x36"x12" CONC. FIG. w 4
REBAR ® 6" O.C. EA. WAY
S1.0
o
J
L_
-J F04
o
=
I
\� F04
Q� o% 406 S1.0
0
S1.0
F04
0
I
S1.0
fi
2°
STHD14 STHD14 6'-2 I/2"
21'-8" 6'-4"
FOUQDA IO� LA ELEV. 99Q99
SCALE: 1 /4"=V-0"
LEGEND SYMBOLS
ELEVATION ELEVATION INDICATOR - ELEVATION
NOTED IS RELATIVE TO FINISH FLOOR
DATUM = 0'-0"
LTR DETAIL INDICATOR
SHT
w 8x8 FILLED CELL W/ #5 REHAB
GENERAL NOTES
1. COORDINATE THIS DRAWING WITH ARCHITECTURAL DRAWINGS FOR ALL MASONRY
OPENINGS DIMENSIONS AND LOCATIONS.
FLOOR SLAB NOTES:
3.5" (MIN-) 2,500 PSI CONCRETE SLAB- MAXIMUM SLUMP TO BE 4",
ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED WITH TOTAL
AIR CONTENT BETWEEN 5% AND 7% PER CODE REQUIREMENTS OR MINIMUM
ALLOWED BY LOCAL CODE.
CONTRACTION JOINTS SHALL BE PLACED IN THE SLAB NO MORE THAN 8 FT APART.
JOINT DEPTH CALL BE 1/4 OF THE SLAB THICKNESS FOR FORMED, TOOLED, OR
DRY -CUT SAWED JOINTS IN HARDENED CONCRETE PER ACI 332, SAW CUT JOINTS
SHOULD BE COMPLETE AS SOON AS POSSIBLE TO MINIMIZE RANDOM CRACKING.
CONTRACTION JOINTS SHALL NOT RUN PARALLEL UNDER A BEARING WALL.
PLUMBING NOTES:
VERIFY PLUMBING LOCATIONS WITH ARCHITECTURAL DRAWINGS
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+ 1 813.466.3310
Minnesota
6500 City West Pkwy
Suite 300
Eden Prairie, MN 55344
+1 612.607.0115
www.fieldstoneae.com
VJ
0
O
z�
O�
Z
QO
LU Np
g
J
LU
�^
VJ
-U o
LL O
v ,�
J m
J
Z
LLI LLI
(D 6
WIrf
ZoY
Z
M2
rn=
oU
M
2
U
F_
■ BEJAMIN NIESE, PE
P.E. # 19770IDAHO
03/17/2022
DATE
ssNAL
oENS�c�G�L�
19770
QJx �O
o 9�OFV�P �!
MIN N��S
L- J
DRAWN BY: -----------
VERSION: 1.0
SHEET NAME
FOUNDATION
PLAN
SHEET #
S101Q