HomeMy WebLinkAboutAPPROVED S-5.01 Rev 2N
I
BASE CHANNEL
BY BLDG. MFR.�
/ WALL PANEL
I BY BLDG. MFR.
EL. 8'-8"
T.O. TB-1
(BB-1) 8"x16"
MASONRY BOND BEAM
I
SEE SECTION 1 S3.01 FOR 1
GIRT REQUIREMENTS &
LINTEL OVER MAN DOORS,
TYPICAL
(MW-1) 8" CMU WALL —�
30" MINIMUM LAP
COORDINATE DIMENSIONS WITH —
METAL BUILDING MANUFACTURER,
TYPICAL
(4) #6 x 36" LONG
@ 6" 0. C.
3" CLR (TYP)
O.i
(L' BASE PLATE
III FOOTINGS
III METAL BLDG COLUMN
BY METAL BLDG. MFR.
I I
I I
(4) ANCHOR BOLTS x 48" LONG,
(SEE METAL BLDG. DGS. FOR BOLT
DIAMETER & SPACING, TYPICAL)
BASE PLATE BY
1'-4" METAL BLDG. MFR.
1 p 4" THREADED 7 HAIRPIN BARS (1) #
PROJECTION 6" THICK CONC. SLAB,
rAIII 1 1/2" (SEE PLAN)
I I I I IL EL. 0'-0"
s d• a d ° a
° �. °— ° , d T.O. SLAB
X. x x
/ / //// / / / %°— •z° x° x$ co (MATCH EXISTING)
d
TS28.24 THICKENED I ° °
SLAB EDGE j\\ a I • Ir ^ \%\\\\\\\\\�\\�\\�\�\�\�\�\�
T.O. PIER j\ ^�_— d
d \ \
(P-1) 24"x24" CONC. PIER,EXTEND VERTICAL _
RE NFORCING INTO TS28.24�/\\//\ ° • a d a a //\\//\\//\ \/
\�\\
\/
° d. d 4 ° • ° d d ° • • Q •d
d a ° • °•
« d • ° • . . d
d , . °a
• °d
/ d °
d•
• ° da ° d
° d . , • ° d °
a d a
. d
• , • d° • d
Ir
• d °
d d
°
d .° d .°
• d°
d
d • ° • ° 4 d ° ° °
2'-0" 2'-0"
6" THICK CONC. SLAB,
(SEE FOUNDATION PLAN DWG. S1.01)
EL. 0'-0"
T.O. SLAB d ; °
o °
d
d4
(TE-1) 12%12" THICKENED SLAB EDGE
W/(2) #5 CONT. BOTT.
Scale: 3/4"=1'-0"
2'-0" 4,-0" 2'-0"
HELICAL PILE
8'-0"
x 6'-0" OR 8'-0" WIDE
(SEE PLAN FOR LOCATIONS)
4 SECTION
5.Scale:3/4"=1'-0"
0"
TOP BE DETERMINED
BY POOL ENGINEER
3'-6" A
v 15-0"
LEAVE —OUT OF SLAB
r■ ■T■ ■■--\r A■A AAA■
►A
3/4" x 10" x 10" PLATE, TYP.
(4) #6 x 36" LONG
@ 6' O.C.
-(4) #6 x 6'-8" LONG
@ 6' O.C.
F6080 OR F8080 FOOTING,
(SEE PLAN)
TOP BE DETERMINED
BY POOL ENGINEER
15-0" x 55-0"
° FUTURE DIP POOL
(BY OTHERS)
J
2'-6 1 /2"f
COORDINATE W/
ARCH'L & POOL ENGINEER
q BASE PLATE
FOOTINGS
METAL BLDG COLUMN
BY METAL BLDG. MFR.
(4) ANCHOR BOLTS x 8" LONG,
FOR DIAMETER WINGS
R & SPACI G)�
BASE PLATE BY METAL 3LDG. MFR.
4" THREADED
PROJECTION
6" THICK CONC. SLAB,
(SEE FOUNDATION PLAN DWG. S1.01)
3'-6" (3) #6 EACH WAY BOTT.
LEAVE —OUT OF SLAB
EL. 0'-0"
/\/\/\/\/\/\/ q . • d ° . • d °T T.O. SLAB
\//\/�\\/�\\/\
12%12" THICKENED \ \// /\ d
jIj�� SLAB EDGE W/(2) #5 CONT. \� �\ - °\\��\>/ 00
BOTT. v v \//\// //
/\\/\ 2'-0" °° /\\/\\/CONC. PIER
\\//\\//\\//\\//\\//\\// // d• ° ° \//\\//\\//\\//\\//\\//\\
° .a ° ° VA/VA T.O. FTG.
4 -1. ti d ° d d 3/
4" x 10" x 10" PLATE TYP.
/AA
d
/�\j\\j\\\ ° d d a \//\ LONG @ 6" O.C.
\\�\\�\\ d ° ° d • \/ N (4) #6 x 36" LONG
6 d \
a
AS
•d tl
°d . d / OL EL. —6 —2
F6080 FOOTI G 3" CLR (TYP)
6'-0"
x 8'-0"
ECTION �a FUTURE DIP POOL
Scale: 3/4"=1'-0"
(2) HELICAL PILES,
(SEE SECTION 2/S3.01, SIMILAR)
35
BASE CHANNEL
BY BLDG. MFR.
/ — — — — — — —
/ WALL PANEL
I BY BLDG. MFR.
EL. 8'-8"
T.O. TB-1
(BB-1) 8%16"
MASONRY BOND BEAM
I
SEE SECTION 1 S3.01 FOR
GIRT REQUIREMENTS &
LINTEL OVER MAN DOORS,
TYPICAL
(MW-1) 8" CMU WALL
30" MINIMUM LAP ----
COORDINATE DIMENSIONS WITH —
METAL BUILDING MANUFACTURER,
TYPICAL
5'-4" f
COORDINATE W/
ARCH'L &POOL ENGINEER
BASE PLATE
METAL BLDG COLUMN
BY METAL BLDG. MFR.
(4) ANCHOR BOLTS x 42" LONG,
(SEE METAL BLDG. DGS. FOR BOLT
DIAMETER & SPACING, TYPICAL)
BASE PLATE BY
METAL BLDG. MFR.
4" THREADED
PROJECTION /
1 1 /2'
3'-6"
LEAVE —OUT OF SLAB
(1) #7 HAIRPIN BAR, HOOK
INTO T.E. THIS LOCATION ONLY
6" THICK CONC. SLAB,
(SEE FOUNDATION PLAN DWG. S1.01)
J. EL. 0'-0"
d
TS28.24 THICKENED a ° I ° •/\//\\/ •° • j I
SLAB EDGE \�\\ .I• < ° ° d I\\�\\\\ \\
/
j ° I , ° a • d °I o ° / 1�j�//\�\\\1'-0" THE'x CKENEDSLAB EDGE
-4 — j° \ \ W/(2) #5 CONT. BOTT.
T.O. PIER00
14- j
(P-1) 24"x24" CONC. PIER, _°— "d • a \�\\�
EXTEND VERTICAL BARS \/\\/ ' -\\'
INTO TS28.24
//°
T.O. FOOTNG VA a ° d At
41
EL. —6'-2" i d ° ,
3" CLR (TYP) F40 FOOTING
4'-0"
Scale: 3/4"=1'-0"
TOP BE DETERMINED
BY POOL ENGINEER
-r--„
,I
I
1
► FUTURE DIP POOL
(BY OTHERS)
r i
PE FL 43444
Allen W i ed e r, DIN: cn=Allen Wieder, PE FL 43444,
o=Wieder Engineering, Inc, ou,
PE FL 43444 email=awieder@wiederengineerin
g.com, c=US
Date: 2021.05.06 15:56:28-04'00'
Iluieclep �nvineepinv J
STRUCTURAL ENGINEER
11718 SE FEDERAL HWY #373 uc #zsoas (772) 546-5823
HOBE SOUND, FL 33455 FAX: (772) 545-3734
:v
N
O
N
O
Co
O
J
cam_
C
Co
H
�N
LL
W
a-
Z3
EFE
�U
O
Q
N
00
V
N
�
LD
U)
w
0
Z
Q
2
iZ
Z
U
U
O
0,
w
Z
uj
of
0
N
0
L)
w
w
u
L
a
J
H
W
w
U)
m O
E U
z W
o U)
c
3
a)
a
!_
N
a)
C
n
7—
C)
L6
% I
v
0
rn rn
MLo
O
6
Q It
mti
UU) x
Z - ii
p : r-
O Co
O
� o
V N
Q O <\!
N
W r
W U) ~
� o m
Co N H
J
LL
N
� U
L
c: 0- a)
o
M LL
-0 rn
! -ld-
m Co
N J
U LL
J U
a_
Lo
Li
LL
0
L0
0
N
N CD CD
L O Q
a)
EO (D
z .6 m
U � �
C) N
O
p *6N
■ ■ O