HomeMy WebLinkAboutAPPROVED S-4.01BASE PLATE
FOOTINGS
METAL BLDG COLUMN EXISTING SIDING TO BE REMOVED
BY METAL BLDG. MFR.
(4) ANCHOR BOLTS x 48" LONG, (1) #5 CONT. TOP
(SEE METAL BLDG. DGS. FOR BOLT
DIAMETER & SPACING, TYPICAL) 3/4" PVC GREASED SLEEVE
(SPEED DOWELS)
BASE PLATE BY
METAL BLDG. MFR.
#5 x 20" LONG DOWELS @ 24" O.C.,
DRILL & EPDXY 8" INTO EXISTING
6" THICK CONC. SLAB, (3) #6 BOTT. COLUMN
V4" THREADED
MONO-FOOTING AT MID -DEPTH
OJECTION 6" THICK CONC. SLAB, 6" THICK CONC. SLAB,
(SEE PLAN) (SEE PLAN) (SEE PLAN)
EL. 0'-0" EL. 0'-0" EL. 0'-0"
• ° •, d ° ° . ° a T.O. SLAB ° . ° • ° • ° , d - ,, d T.O. SLAB T.O. SLAB . a I
x` ° z °�-� x ° — . x k �- iD (MATCH EXISTING) xa ° e ° X. ��• x4 it
�1.t�"' — - �a�s �.� ,x ° a ° x •x in (MATCH EXISTING) (MATCH EXISTING) °
41
\\\ °°°a • d° °e •d•• d°°-• • • d • 8 `4 L°°° °O°�� \r. ., • �d ° ad° led••• Qa a• <• an°i ° da °aI a• d. /\\/ ° ,•d J • • a •d° I . •ad • d•� Q I , °d
TS48.18 THICKENED SLAB \ jI�I,\\\J
da1•° — ° • �• r TS48.18 9 7 .
' • s ° ° ° d • ° ° • \ T.O. FOOTING �° . ° • ti
%�\ • < . • d \ \\�\�/�� O�r\\ r\ .�\ (TE-2) 12"x24" \//(2) #5 CONT. BOTT. �.�
j�\i •d
• ° ° • , ° ° z�` TS48.18 2'-0" THICKENED SLAB EDGE r'''''�� ° d
j\\ d < <•2,-O', e , ° ' °• a .a d ° \ 3/4" x 10" x 10" PLATE, TYP. BEYOND
< ° m• 12"
•° d
< , a d. • d
d d • (4) #6 x 6'-8" LONG\\�
e • d ° °
d°
• •
d
° • a d
r d • n ° A ° ° ° ° de • /\ 2 SECTION PAPER JOINT \\/ d ° • • °
°e • ° d
? ° d
z d / 4.0 Scale:3/4"=1'-0" / d d
c/ d° •a a d °d
G • a.d • d °°
d • a • • d • a
• d • ° • d ° k EL. (-4'-0")
F8080 FOOTING,
3" CLR (TYP) (SEE PLAN)
(4) #6 x 36" LONG
HELICAL PILE @ 6" O.C.
8'-0"
x 8'-0" WIDE
SECTION
4.0 Scale:3/4"=1'-O"
rr
-� -
II
I__-__L
rr
FI
I
-1��
rr
II
_I
4 1/2" x 4 1/2" CUT
MASONRY INSPECTION &
GROUT PLACEMENT OPENING
GROUT -FILLED CELLS
-2500 PSI (TYPICAL),
Q
..
I L—
—� —I
—
j —
I
j j
— — —
DO NOT DROP GROUT
�
i
i
i
MORE THAN 5'-0„
ova
rII
II
4 1/2" x 4 1/2" CUT
>-
�---
--L
0--__F I
-I
IIII�
MASONRY INSPECTION
m
I
& CLEAN -OUT HOLE
00
I
DOWELS TO
MATCH VERT.
TYPICAL MASONRY FILLED CELL DETAIL
N.T.S.
PROVIDE PREFAB. "L"
JOINT REINFORCING
AT ALL CORNERS
PLAN VIEW
MASONRY CONCRETE
COLUMN
El
0
00
EXTEND JOINT REINF. 6"
INIU CUNCKEIE CULUMN
PLAN VIEW
(MASONRY LAID BEFORE COLUMN)
MASONRY
PROVIDE PREFAB. "T"
JOINT REINFORCING AT
ALL T-INTERSECTIONS
PLAN VIEW
MASONRY
PROVIDE DOVETAIL LCONCRETE
ANCHOR SYSTEM COLUMN
PLAN VIEW
(MASONRY LAID AFTER COLUMN)
TYPICAL MASONRY DETAILS
N.T.S.
VERT. REBAR w/SAME
DOWELS IN FOUNDATION.
PROVIDE 48 BAR DIA. LAP,
SEE PLAN
CAST IN PLACE REINFORCED
CONCRETE TIE BEAM
PLACE METAL LATH OR WIRE
SCREEN OVER CORES NOT TO
BE FILLED (SHEET METAL AND
FELT PROHIBITED)
HORIZ. JOINT REINF @ 16" O.C.
STARTING AT FIRST COURSE ABOVE
FOUNDATION. LAP SPLICES 6". USE
PREFAB. L'S AND T'S AT WALL
INTERSECTIONS
2500 PSI GROUT FILLED CELL
PLACE AND CONSOLIDATE
GROUT IN 5 FT. LIFTS
MORTAR CROSS —
WEBS ADJACENT TO
FILLED CELLS
ASTM C.90
C.M.U.'S
11Now
017
I�EXISTING BUILDING COLUMN
TO REMAIN
3 SECTION
4.0 Scale:3/4"=1'-O"
SET FIRST COURSE IN FULL
MORTAR BEDDING
FOUNDATION - 1— 4 1/2" x 4 1/2" CLEAN
OUT OPENINGS AT GROUT
FILLED CELL LOCATIONS.
TYPICAL MASONRY WALL CONSTRUCTION
N.T.S.
EXISTING TS24x24
TO REMAIN
6" SLAB ON GRADE
EXISTING F4 (6'x6'x30")
FOOTING TO REMAIN
Allen
Wieder, PE
FL43444
m
a m
o n a
� m m
z
0
LL
z
0
U
O
1
Lu
Q
G
m
U)
C—
G
ry
uj
Digitally signed by Allen Wieder,
PE FL 43444
DN: cn=Allen Wieder, PE FL 43444,
o=Wieder Engineering, Inc, ou,
email=awieder@wiederengineerin
g.com, c=US
Date: 2021.03.09 12:28:12-05'00'
71vieclep (p-,vLiV ineepinv' 9nc.
STRUCTURAL ENGINEER
11718 SE FEDERAL HWY #373 Uc #28036 (772) 546-5823
HOBE SOUND, FL 33455 FAX: (772) 545-3734
Co
0
C
0
.Q
U
a)
m
U
�
a
N
M
V
of
6
I-�
o6
u
I--1
r
W
2 �
�
t
L
m
a
c
m
U
I`
O
.W
C
w
O
Cn
=Z
a. p
� Q
O Q
0 Q
+� Z
ca
O o
m �
� Q
U_ Q
�L z
E > Z)
co
mO
a�
�o
L
I�
U)
J
a
w
0
06
U)
z
0
E 0
z w
07
c�
0
!_
z
N
a)
L
m rn Q0
Co Lo
= J M
a �-
m '� N
UU) x
Z ' li
O m
O
Mo
V N
Q O C"!
N
W
W ('60-1 O5 ~_
Co (V I-
(.0
O cM
M
J
L U-
LL
O
Lo
0
N
N CD CD
LoQ
N M
E O 15-
N
z .6 m
U�
A)N
0
E O N
. . O