HomeMy WebLinkAboutAPPROVED REVISION S5-01 Sections Details REVISION 1 - Maverick Boats Plant Expansion 04-08-21BASE CHANNEL
BY BLDG. MFR — —
/ WALL PANEL
BY BLDG. MFR.
EL. 8'-8"
T.O. TB-1
(BB-1) 8"x16"
MASONRY BOND BEAM
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
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(4) #6 x 36 LONG
@ 6' O.C.
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BASE PLATE
FOOTINGS
II
METAL BLDG COLUMN
BY METAL BLDG. MFR.
I I
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(4) ANCHOR BOLTS x 48" LONG,
(SEE METAL BLDG. DGS. FOR BOLT
Ili DIAMETER & SPACING, TYPICAL)
BASE PLATE BY
1'-4" METAL BLDG. MFR.
1'-2" 4" THREADED
(1) #7 HAIRPIN BARS
jk
PROJECTION 1 1/2» 6" THICK CONC. SLAB,
(SEE PLAN)
EL. 0'— 0"
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8'-0"
x 6'-0" OR 8'-0" WIDE
(SEE PLAN FOR LOCATIONS)
4 SECTION
5. Scale:3/4"=V-0"
SECTION @DIP POOL
5.0 Scale:3/4"=1'-O"
F6080 OR F8080 FOOTING,
(SEE PLAN)
6" THICK CONC. SLAB,
(SEE FOUNDATION PLAN DWG. S1.01)
(1) #5 CONTINUOUS
TOP & BOTT
6'-0 1 /2" t
BASE PLATE
FOOTINGS
METAL BLDG COLUMN
BY METAL BLDG. MFR.
(4) ANCHOR BOLTS x 48" LONG,
(SEE MTL. BLDG. MFR. DRAWINGS
FOR DIAMETER & SPACING)
BASE PLATE BY METAL BLDG. MFR. -
f4" THREADED
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POOL
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F30.14 FOOTING 4 1 /2' t
3'-0"
6'-0„
x 8'-0"
2 SECTION @ DIP POOL
5.0 Scale:3/4"=1'-O"
(2) HELICAL PILES,
(SEE SECTION 2/S3.01, SIMILAR)
PARTIAL PLAN AT DIP POOL A
SCALE: 1/4" = 1'-0" S5.01
NORTH
BASE CHANNEL
BY BLDG. MFR�— — —
/
/ WALL PANEL
I BY BLDG. MFR.
EL. 8'-8"
T.O. TB-1
I
(BB-1) 8"x16"
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
35
5'-0"
BASE PLATE
FOOTINGS
I
METAL BLDG COLUMN
BY METAL BLDG. MFR.
(4) ANCHOR BOLTS x 42" LONG,
(SEE METAL BLDG. DGS. FOR BOLT
DIAMETER &SPACING, TYPICAL) (1) #7 HAIRPIN BAR, HOOK
INTO T.E. THIS LOCATION ONLY
BASE PLATE BY
METAL BLDG. MFR. 6" THICK CONC. SLAB,
(SEE FOUNDATION PLAN DWG. S1.01)
4" THREADED (1) #5 CONTINUOUS
PROJECTION TOP & BOTT.
1 1 /2"
u_u4"
EL. 0'-0"
" T.O. SLAB
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3" CLR (TYP) F40 FOOTING 2'-0" 8" 4"
3'-0"
4'-0"
POUR F30.14 & F40 MONOLITHICALLY
& RUN F30.14 REINFORCING THRU F40
•
IBM
3 SECTION @ DIP POOL
5.0 Scale:3/4"=1'-O"
(MW-2) 8" CMU WALL
W/ #6 @ 24" O.C.
(ALL CELLS GROUTED SOLID)
36" MIN. LAP
DIP POOL
(BY OTHERS)
L. — 5'
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T.O. FOOTING
F30.14 FOOTING
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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@wiederengineerin
g.com, c=US
Date: 2021.04.08 13:15:30-04'00'
wieclep �nqineepinq'Jnc.
STRUCTURAL ENGINEER
11718 SE FEDERAL HWY #373 Lic #28036 (772) 546-5823
HOBE SOUND, FL 33455 FAX: (772) 545-3734
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