HomeMy WebLinkAboutAPPROVED REVISION S4-01 Sections & Details REVISION 1 - Maverick Boats Plant Expansion 04-08-21BASE PLATE
FOOTINGS
METAL BLDG COLUMN
BY METAL BLDG. MFR.
(4) ANCHOR BOLTS x 48" LONG,
(SEE METAL BLDG. DGS.
FOR BOLT
DIAMETER & SPACING, TYPICAL)
BASE PLATE BY
METAL BLDG. MFR.
6" THICK CONC.
SLAB, (3) #6 BOTT. @ COLUMN
V4"THREADED
OJECTION
(SEE PLAN)
EL. 0'-0"
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3/4" x 10" x 10" PLATE, TYP.
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(4) #6 x 6'-8" LONG
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B.O. FOOTING
3" CLR (TYP)
F8080 FOOTING,
(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"
1�
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4 SECTION
4.0 Scale:3/4"=1'-O"
6" THICK CONC. SLAB,
(SEE PLAN)
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TS48.18
4'-0"
2 SECTION
4.0 Scale:3/4"=1'-O"
2'-0"
OL EL. 0'-0"
d T.O. SLAB
(MATCH EXISTING)
5" 1 3/4"
3/4" 3/4"
i N \
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0
TAPCON \
PATTERN
3"x3" x 12 GA. x 5" LONG ANGLE,
ATTACH TO EACH STUD W/(4) #10 TEK
SCREWS AND TO TOP OF WALL W/(3)
1 /4"0 x 1 1/4" LONG TAPCONS
12" x 1 5/8" x 16 GA. GALV.
STEEL STUDS @ 16" O.C. W/
BRIDGING @ 1/4 POINTS
LL. V —V
T.O. SLAB
(MATCH EXISTING)
I
TS48.18
EXISTING SIDING TO BE REMOVED
(1) #5 CONT. TOP
3/4" PVC GREASED SLEEVE
(SPEED DOWELS)
#5 x 20" LONG DOWELS @ 24" O.C.,
DRILL & EPDXY 8" INTO EXISTING
MONO —FOOTING AT MID —DEPTH
6" THICK CONC. SLAB,
(SEE PLAN) � II II
(TE-2) 12"x24"
THICKENED SLAB EDGE
BEYOND
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PAPER JOINT
12"
I�EXISTING BUILDING COLUMN
TO REMAIN
3 SECTION
4.0 Scale:3/4"=1'-O"
ATTACH END STUD TO WALL
5/8" CDX EXTERIOR PLYWOOD, WITH 1 /4"m x 1 1/4" LONG
ATTACH W/ #10 TEK SCREWS TAPCONS @ 16" O.C.
x 1 1/2" LONG @ 12" O.C. 5/8" CDX EXTERIOR PLYW00
ATTACH W/ #10 TEK SCREW`.
x 1 1/2" LONG @ 12" O.C.
OL EL. 9'-4"
T.O. STEEL STUDS
f 12 GA. x CONT. TRACK, ATTACH TOP
& BOTTOM FLANGES TO STUDS W/(2)
#10 TEK SCREWS EACH FLANGE
• EL. 8'-4"
T n RR-1
5 SECTION
4.0 Scale:3/4"=1'-O"
12" x 1 5/8" x 16 GA. GAL\
(BB-1) 8"x16" STEEL STUDS @ 16" O.C. W/
MASONRY BOND BEAM BRIDGING @ 1/4 POINTS
(MW-1) 8" CMU WALL
EXISTING TS24x24
TO REMAIN
EL. 9'-4"
6" SLAB ON GRADE
II
EXISTING F4 (6'x6'x30")
FOOTING TO REMAIN
T.O. STEEL STUDS,
T.O. BB-2
(BB-2) 8"x8"
MASONRY BOND BEAM
EL. 8'-4"
I�i>I:I:II�
(BB-1) 8"x16"
MASONRY BOND BEAM
(MW-1) 8" CMU WALL
6 SECTION
4.Scale:3/4"=1'-O" 0"
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Digitally signed by Allen Wieder,
PE FL 43444
Allen Wieder, DN: cn=Allen Wieder, PE FL 43444,
o=Wieder Engineering, Inc, ou,
PEFL 43444 email=awieder@wiederengineeri
ng.com, c=US
Date: 2021.04.08 13:13:37-04'00'
Iluieclep �"Vineepiflv 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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