HomeMy WebLinkAboutAPPROVED S-3.01WALL PANEL
BY BLDG. MFR.
175 PLF (TYP.)
WALL PANEL
BY BLDG. MFR.
GIRT
EL. 8'-8" 175 PLF (TYP.)
210 PLF T.O. TB-1 210 PLF
(AT CORNERS) (AT CORNERS)
RUN BB-1 TOP
HOOK WALL REINFORCING is BAR CONTINUOUS (BB-1) 8"x16"
INTO TOP & BOTTOM OF I THRU LINTEL MASONRY BOND BEAM
LINTEL OVER OPENINGS
_ UIL
ak EL. 7' — 2"
T.O. MAN DOOR
(B.O. BEAM)
® (L-1) 8F18 LINTEL
OVER MAN DOORS
(MW-1) 8" CMU WALL
30" MINIMUM LAP —
COORDINATE DIMENSIONS WITH
METAL BUILDING MANUFACTURER,
TYPICAL
G ATTACH GIRT TO TOP OF WALL WITH 3/8"0 x 2
1/2" EMBED HILTI KWIK BOLT 3 EXAPANBSION
ANCHORS STARTING 6" FROM END OF WALL
AND @ 48" O.C. MAX, TYPICAL
GIRT BY BLDG. MFR. TO SUPPORT TOP OF
MASONRY WALL TO RESIST LATERAL WIND LOAD
SHOWN (EITHER DIRECTION).
EL. 8'-8"
T n TR_1
OIL EL. 7'-2"
T.O. MAN DOOR
(B.C. BEAM)
BASE PLATE
FOOTINGS
METAL BLDG COLUMN
BY METAL BLDG. MFR.
(4) ANCHOR BOLTS x 54" LONG,
(SEE METAL BLDG. DGS. FOR BOLT
DIAMETER & SPACING, TYPICAL)
BASE PLATE BY
1'-2" METAL BLDG. MFR.
4" THREADED #7 HAIRPIN BARS
PROJECTION 6" THICK CONC. SLAB,
1 1/2" (SEE PLAN)
EL. 0'-0"
T.O. SLAB
11r
z x d x x (MATCH EXISTING)
SLAB 24 THICKENED a
A.
° ° ° • ° ° • e °
\ d de
/ / d d ° • • ° • ° e
\\ e
a ° d
e °
\/ a
d d
a ° ° °
A
. ° ° •ee d° a d° °•_ ? °° d, ° 9• d° °° • ° °•°°
d ° E e
3" CLR (TYP)
7'-0"
1 SECTION
3°0 Scale:3/4"=1'-O"
BASE PLATE
FOOTINGS
III METAL BLDG COLUMN
BY METAL BLDG. MFR.
I
II (4) ANCHOR BOLTS x 48" LONG,
(SEE METAL BLDG. DGS. FOR BOLT
II DIAMETER & SPACING, TYPICAL)
BASE PLATE BY
II METAL BLDG. MFR.
III
(3) #6 EACH WAY BOTT. 4" THREADED
II PROJECTION 6" THICK CONC. SLAB,
(SEE PLAN)
4 EL. 0'-0"
d • . ° d . ° e
T.O. SLAB
G x• d x °- %° ° x 6 -° x° % x a d- x ° X
' d e4 e° °• a° a° 4 e (MATCH EXISTING)
d e
Af
\/ ° ° ° ° \
/ 3/4" x 10" x 10" PLATE, TYP.
(4) #6 x 36" LONG ° L ° °
°° d
@ 6' O.C. \\/ ° d 4'-0" @ TS48.18 ° ° ° �• ° °g \ (4) #6 x 36" LONG
\\/\\\ °d• ° d e . ea e ° d ° ° ed ° ° ° ° ° d e ° e ° d °, °° °° ° • \\ @ 6" O.C.
N°ed a d d • ° ° Q ° d ° d ° /\
\ \A. • (4) #6 x 6'-8" LONG
@ 6" O.C.
p Z \ s °d e d d /
dAil A 4/\
° ° e ° ° 4 d ° • d /
0\ 2'-0"
3" CLR (TYP)
2'-0" 4'-0" 2,-0"
HELICAL PILE
'-0" 8
—0" OR 8'-0" WIDE x 6'
(SEE PLAN FOR LOCATIONS)
2 SECTION
3.0 Scale: 3/4"=1'-01,
L2x2x3/16" x CONTINUOUS GALVANIZED STEEL
ANGLES W/ 4" LONG x 1/2"0 NELSON HEADED
SEE ARCH'L DWGS. STUDS @ 45° AT 24" O.C.
FOR JOINT INFO.
1/2" 3/4" PVC GREASED SLEEVE
EXP. JT. AT EACH HORIZONTAL BAR
EXTEND #5 BARS 12" OF TS24.26
PAST EXPANSION JOINT 6" THICK CONC. SLAB,
(SEE PLAN)
EL. 0'-0"
g d d T.O. SLAB
° x x° in (MATCH EXISTING)
° • e d d ° °`
d
N °d
° d ° d ° , 1 • ° • e • °d < • d ° ° ° d ° °
% d a $ e
4 Ad 1
°° a d ° e 6 °
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° ° e , d ° a G ° °
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ed °
d
d ° . d
TE-1 THICKENED
SLAB EDGE
TS28.24 THICKENED
SLAB EDGE
3 EXPANSION JOINT DETAIL
3.0 Scale:3/4"=1'-O"
F6080 OR F8080 FOOTING,
(SEE PLAN)
F70 FOOTING
G
BASE CHANNEL
BY BLDG. MFR.
/ — — — — — — —
/ WALL PANEL
BY BLDG. MFR.
EL. 8'-8"
T.O. TB-1
(BB-1) 8"x16"
MASONRY BOND BEAM
I
SEE SECTION 1 /S3.01 FOR
GIRT REQUIREMENTS &
LINTEL OVER MAN DOORS,
TYPICAL
BASE PLATE
FOOTINGS
METAL BLDG COLUMN
BY METAL BLDG. MFR.
(8) ANCHOR BOLTS x 54" LONG,
(SEE METAL BLDG. DWGS. FOR BOLT
DIAMETER & SPACING, TYPICAL)
BASE PLATE BY
METAL BLDG. MFR.
4" THREADED
PROJECTION
(3) #7 HAIRPIN BARS 6" THICK CONC. SLAB,
(SEE PLAN)
EL. 0'-0"
_ d T.O. SLAB
x_ x x(MATCH EXISTING)
eA.
/ I ��
TS28.24 THICKENED a • ° /\/\\/\\/\\/\\/\\/\\/\\/\\�\
of SLAB EDGE
�/ \/ \/\//\//\//\ ° I° °°° ° ° (• /1 //\//\//\//\//\/\ INCREASE WIDTH OF TS28.24 TO 32"
d \\\\\\\\
�// /// /// /// /// /// / ° ° • _ • = , ° .° FOR 2 FEET EACH SIDE OF COLUMN
a ° ° e ° ° \\ \\ \\ \\ \\ \\ \\ \\\\/ AT GRIDLINE 34
\\\ 4 d O S d d JJA e1. ° Q d e
° ° • . ° ° ° / 3/4" x 10" x 10" PLATE, TYP.
\ e ° , ° d
° d
° ° e O° d
(4) #6 x 36" LONG /\ ° , d 2,_8„ ° • ° ° ° ° M d
® 6' O.C.\\ •°° ° ° a ° ° �° •e (4) #6 x 36" LONG
\/ d a ° ° d •° ,°° ° d ° • • d • • d ® 6" Q.G.
\ °•
d da /
° °
• • ° • m d ° ° • / (4) #6 x 6'-8" LONG
• d
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A']
/\ d e d ,
A. `/�
° d • .° , d ° °
2; —0"
3" CLR (TYP) /' F6080 FOOTING
2'-0„ 4,-0„ 2,-0„
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
GIRT REQUIREMENTS &
LINTEL OVER MAN DOORS,
TYPICAL
(MW-1) 8" CMU WALL
30" MINIMUM LAP —
COORDINATE DIMENSIONS WITH
METAL BUILDING MANUFACTURER, 1
TYPICAL
HELICAL PILE
8'-0"
x 6'-0" WIDE
,A SECTION
3� Scale: 3/4"=1'-O"
BASE PLATE
FOOTINGS
METAL BLDG COLUMN
BY METAL BLDG. MFR.
(MW-1) 8" CMU WALL (4) ANCHOR BOLTS x 42" LONG,
(SEE METAL BLDG. DGS. FOR BOLT
30" MINIMUM LAP DIAMETER & SPACING, TYPICAL)
BASE PLATE BY
1'-0 1/2" METAL BLDG. MFR.
COORDINATE DIMENSIONS WITH
TYPICAL 4" THREADED
METAL BUILDING MANUFACTURER, 11"
PROJECTION (1) #7 HAIRPIN BAR 6" THICK CONC. SLAB,
1 1/2" (SEE PLAN)
EL. 0'-0"
p d T.O. SLAB
x. d°—e x x$ CD (MATCH EXISTING)
°° ° °
° TS28.24 THICKEN ED °
\ \ \ \ \ \ \ \ \ \ \
SLAB EDGE
N /\ \
3" CLR (TYP)
A.
d ° ° ° ° A, e ° At ° 4'
\\\/
da ed
•d a °
2'-4 A'
\\/�
°
d °O ° . d° /
° \� F40 FOOTING
4'-0'
6 SECTION
3.0 Scale: 3/4"=1'-01,
L2x2x3/16" x CONTINUOUS GALVANIZED STEEL
ANGLES W/ 4" LONG x 1/2"0 NELSON HEADED
SEE ARCH'L DWGS. STUDS @ 45° AT 24" O.C.
FOR JOINT INFO.
" 3/4" PVC GREASED SLEEVE
1/2
#5 x 24" LONG DOWELS EXP. (SPEED DOWELS)
@ 24" O.C. ik
6" THICK CONC. SLAB,
4„ (SEE PLAN)
- \1 L \1 jk EL. 0'-0"
° e9 d d T.O. SLAB
x°° ° x, (MATCH EXISTING)
41
1
12"
TE-1 THICKENED
SLAB EDGE
LAB EXPANSION JOINT DETAIL
Scale: 3/4"=1'-O"
EL. 0'-0"
T.O. SLAB
(MATCH EXISTING)
EXISTING SIDING TO BE REMOVED
3/4
(SP
#5
DRII
MOP
6"
(SE
s SECTION
3.0 Scale:3/4"=1'-O"
L y
a .0 fn
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GIRT BY BLDG. o
MFR. Y
a
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EL. 8'-8"
T.O. TB-1
E
(BB-1) 8"x16" I w
MASONRY BOND BEAM A w
o n n c�i
— - - - -- 0
SEE SECTION 1 /S3.01 FOR U
GIRT REQUIREMENTS &
LINTEL OVER MAN DOORS,
TYPICAL
BASE PLATE FOOTINGS U)
z
METAL BLDG COLUMN O
BY METAL BLDG. MFR. U
(MW-1) 8" CMU WALL — (6) ANCHOR BOLTS x 54" LONG, O
(SEE METAL BLDG. DWGS. FOR BOLT �
30" MINIMUM LAP DIAMETER & SPACING, TYPICAL) 1
BASE PLATE BY
1'-6" METAL BLDG. MFR. w
COORDINATE DIMENSIONS WITH
METAL BUILDING MANUFACTURER, 4" THREADED U)
TYPICAL 1 —0 PROJECTION
6" THICK CONC. SLAB, J
(3) #7 HAIRPIN BARS (SEE PLAN)
EL. 0'-0" �-
- T.O. SLAB C
/\\/ / / / •° x (MATCH EXISTING) G
TS28.24 THICKENED ° e ;\/\
SLAB EDGE\\/\\/\\
I / ° d • a / U)
\ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\/ °° Q °° \\\/ W
° ° • ° • / 3/4" x 10" x 10" PLATE, TYP. �—
\ ° °° °°° I °]1' a ° °
(4) #6 x 36" LONG . e —4" °
M 4 d •a
® 6' O.C. ° .°° ° ° ° �° ° e (4) #6 x 36" LONG N
co ° e d d °
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d ° d
N d ° ° ° e ° °d e A. ° ° e a ° d
/ d ° ° a ° ° (4) #6 x 6'-8" LONG CV
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O Z / a e °°
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° ° e d ° ° \\\/\ • M
° ° °°d °°°e
° 4 ° , d
3" CLR (TYP) ' F6080 FOOTING
2'-0„ 4,-0„ 2,-0„
HELICAL PILE
8'-0"
x 6'-0" WIDE
B SECTION
3� Scale: 3/4"=1'-O"
BASE CHANNEL
BY BLDG. MFR.—
— —
/ WALL PANEL
\
I BY BLDG. MFR.
I
EL. 8'-8"
T.O. TB-1
(BB-1) 8"x16"
I MASONRY BOND BEAM
I
--- ----
---
SEE SECTION 1 /S3.01 FOR
GIRT REQUIREMENTS &
LINTEL OVER MAN DOORS,
-
TYPICAL
BASE PLATE
III � FOOTINGS
METAL BLDG COLUMN
BY METAL BLDG. MFR.
I I
I I
(MW-1) 8" CMU WALL —� III (4) ANCHOR BOLTS x 48" LONG,
(SEE METAL BLDG. DGS. FOR BOLT
30" MINIMUM LAP DIAMETER & SPACING, TYPICAL)
I I
BASE PLATE BY
1'-4" METAL BLDG. MFR.
COORDINATE DIMENSIONS WITH
METAL BUILDING MANUFACTURER, 1'_2"
TYPICAL III 4" THREADED11
7 HAIRPIN BARS (1) #
PROJECTION 6" THICK CONC. SLAB,
- 1 1/2" (SEE PLAN)
EL. 0'-0"
p ° d T.O. SLAB
°d ° da
a
TS28.24 THICKENED I°
SLAB EDGE/// ° I °
3" CLR (TYP)
\\/\\/\\/ °° ° ° • d \
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° d° ° ed° e 2'-4' °d ° ° a d
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° ° °e ° e °° ° °
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° a F50 FOOTING
5'-0"
6A SECTION
3.0 Scale:3/4"=1'-O"
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: 2021.03.09 12:25:46-05'00'
ulieclep �nvineepinv� inc.
STRUCTURAL ENGINEER
11718 SE FEDERAL HWY #373 Lic #28036 (772) 546-5823
HOBE SOUND, FL 33455 FAX: (772) 545-3734
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