HomeMy WebLinkAboutAPPROVED S-6.02 Rev 2BASE PLATE
FOOTINGS
METAL BLDG COLUMN (BEYOND)
BY METAL BLDG. MFR. ~ (MW-1) 8" CMU WALL,
(BEYOND LOADING DOCK DOOR)
(4) ANCHOR BOLTS x 42" LONG @ F40,
(48" LONG @ F50)
(SEE MTL. BLDG. MFR. DRAWINGS FOR
DIAMETER & SPACING)
BASE PLATE BY METAL BLDG. MFR. 1'-0 1/2" PAPER JOINT
11"
CANOPY COLUMN
MASONRY PIER
6" THICK CONC. SLAB, 4" THREADED (1) #5 CONT. TOP 6" THICK CONC. SLAB, 6" THICK CONC. SLAB,
(SEE PLAN) PROJECTION (SEE "PARTIAL PLAN AT LOADING (SEE "PARTIAL PLAN AT LOADING 11 1'-1"
(1) #7 HAIRPIN BAR DOCK" ON SHEET S6.01) DOCK" ON SHEET S6.01)
EL. 0'-0" EL. 0'-0" EL. 0'-0" h EL. 0'-0"
T.O. SLAB d d ° ° • ° ,4.
d ° d T.O. SLAB T.O. SLAB • , • d _ T.O. RETAINING WALL
(MATCH EXISTING) z x - a x x x, xd — x °x x° mod, x d° °ram, ! x (BEYOND)
d I ' . • d
_ e
a °•a , d d<° •a I I a fd °° g • °° ° • • a /• da , I a ° d ° a°
20
TS28.24 THICKENED // d 4 (8 s d • • °d / /\ (TE-2) 12"x24" N \// °d °�. d • a • • l N
SLAB EDGE %\\\` �` , ° ' �I \\ THICKENED SLAB EDGE \// °
a ° ° ° ° // \� "TE-1" BEYOND /\\
/�l (2) #5 CONT. BOTT. / — �-�-
d
d ° \ • ° O
\\ •° , 'Q ° TS24.24 MONOLITHIC FOOTING '�\ • 1
A ' ° • .% • ,° , /// (MW-2) 8" CMU WALL W/ #6 @ 24" O.C.
41.
° ° ° (ALL CELLS GROUTED SOLID)
4
\\/ • e , d , • ° • \\/\ APRON BY OTHERS
F40 FOOTING \ •� • d • , ° //\// 24"x24" MASONRY "0" BLOCK\/\\/ 36" MIN. LAP (SEE SITE PLAN)
• a ° ° d ° \ \ PIER, CENTERED UNDER
\\ ° ° " ° ° . / CANOPY COLUMN BEYOND \\/ TRENCH DRAIN
d BY OTHERS SLOPE
Scale: 3/4"=1'-0"
-0" 2'
0
I
N
4'-0"
3" CLR (TYP)
CANOPY COLUMN BY MTL. BLDG. MFR.
CANOPY COLUMN
11"
6" THICK CONC. SLAB, 4" THREADED
(SEE "PARTIAL PLAN AT LOADING PROJECTION
DOCK" ON SHEET S6.01)
EL. 0'-0"
T.O. SLAB . ° ° °
°d • e ° ,
d • , " d 1
44
s N
\\// • —
• d
TS24.24 MONOLITHIC FOOTING \ //, ,
\ d
24"x24" MASONRY "0" BLOCK
24"x24" MASONRY "0" BLOCK PIER
W/(8) #5 VERTICAL &
#3 TIES @ 12" O.C.
(EXTEND VERTICAL BARS TO TOP OF SLAB)
PIER, CENTERED UNDER •
\� d°
CANOPY COLUMN BEYOND
,d /
.0. FOC
\
d
d
d
\1. a
d
d
r7 0 0 q d
0
I
4
\\ d
F30.14 FOOTING \�\ j o / /\
EL. - 5- 0") A/
T.O. FOOTING d.
• ° • d \//\\//\
d
CV & ,
d
_'�:
(4) ANCHOR BOLTS x 42" LONG,
(SEE MTL. BLDG. MFR. DRAWINGS
FOR DIAMETER & SPACING)
OL EL. -5'-0"
T.O. FOOTING
2 -0 8 4 F30.14 FOOTING BEYOND,
STEP UP AS REQUIRED
S-0"
SECTION @LOADING DOCK/ TRUCK WELL
Scale: 3/4"=1'-0"
CANOPY COLUMN
BASE PLATE & ANCHOR
BOLTS BY MTL. BLDG. MFR.
OIL EL. 0'-0"
T.O. RETAINING WALL
(BEYOND)
8"x8" TIE BEAM #5 CONT.
(MW-2) 8" CMU WALL W/ #6 @ 24" O.C.
(ALL CELLS GROUTED SOLID)
APRON BY OTHERS
(SEE SITE PLAN)
TRENCH DRAIN
BY OTHERS
SLOPE DDN
F30.14 FOOTING F30.14 FOOTING BEYOND,
STEP UP AS REQUIRED
3'-O"
ECTION @ LOADING DOCK / TRUCK WELL
Scale: 3/4"=1'-0"
CANOPY COLUMN BY MTL. BLDG. MFR.
APRON BY OTHERS
(SEE SITE PLAN),
SLOPE DOWN IN TRUCK WELL
8%8" C.I.P. TIE BEAM
W/(1) #5 CONT.
EL. 0'-0" 'L
T.O. WALL Y ° d ,
II
EL. -0'-4"
PAVING BY OTHERS,
4» MAX. (SEE CIVIL DWGS)
N Z
g
(MW-2) 8" CMU WALL W/
#6 @ 24" O.C. , \ \ \ \
(ALL CELLS GROUTED SOLID) ° \
° < I° m
d
d 4 A
` d N
d ° ° . , • , A. , d, • e A° -1 . • I . ° ,
d , . , d•
, d °, • °
F30.14 FOOTING,
#6 @ 24" O.C. (STEP AS REQUIRED)
AT MW-2
SECTION @ LOADING DOCK / TRUCK WELL
CANOPY COLUMN
FOOTING
1V, 1'-1"
Scale: 3/4"=1'-0"
2
(4) ANCHOR BOLTS x 48" LONG,
(SEE MTL. BLDG. M .
FOR DIAMETER & SPACING)
6" THICK CONC. SLAB, 4" THREADED CANOPY COLUMN
(SEE "PARTIAL PLAN AT LOADING PROJECTION BASE PLATE & ANCHOR
DOCK" ON SHEET S6.01) BOLTS BY MTL. BLDG. MFR.
EL. 0'-0"
T.O. SLAB d • ° ° d
//\ o
\ \ d"
"TE-1" 12"x12" THICKENED \ d 1
e
SLAB EDGE BEYOND j\\ j\x IL • ,
FOOTING MONOLITHIC /\\ \\ \\ \\ \\,— ° s 1"
\ d ° \
° d a ° ° d a e 8 d
"F50" OOTING \ d " d ° , ° ,d d / 2
\ ° w d ° d °d
4. d° N
° • ° , d
d
2 J� J4
Scale: 3/4"=1'-0"
o w d 3
SECTION @ LOADING DOCK / TRUCK WELL
6.0 Scale:3/4"=1'-0"
6" THICK CONC. SLAB,
(SEE "PARTIAL PLAN AT LOADING
DOCK" ON SHEET S6.01)
EL. 0'-0" Ak
T.O. SLAB d
, x x
1
Scale: 3/4"=1'-0"
6" THICK CONC. SLAB,
(SEE "PARTIAL PLAN AT LOADING
DOCK" ON SHEET S6.01)
EL. 0'-0"
T.O. SLAB ° , ° •
A A d..
as
s
TS24.24 MONOLITHIC °,-
FOOTING
Scale: 3/4"=1'-0"
-0» 2'
0
I
iV
4"
MAX.
;OLID)
SEE CIVIL DWGS
FOOTING
(TE-1) 12" CONT. x 12"
THICKENED SLAB EDGE
W/(2) #5 CONT. BOTTOM
Digitally signed by Allen Wieder,
PE FL 43444
Allen Wieder, DN: 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 15:52:26-04'00'
wiecler (p-,nvineepifiv 9nc.
STRUCTURAL ENGINEER
11718 SE FEDERAL HWY #373 Lic #28036 (772) 546-5823
HOBE SOUND, FL 33455 FAX: (772) 545-3734
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