HomeMy WebLinkAboutAPPROVED S-3.01 Rev 2WALL PANEL -
BY BLDG. MFR.
175 PLF (TYP.)
210 PLF
(AT CORNERS)
HOOK WALL REINFORCING
INTO TOP & BOTTOM OF
LINTEL OVER OPENINGS
GIRT
dk EL. 8'-8"
T.O. TB-1
RUN BB-1 TOP
BAR CONTINUOUS
THRU LINTEL
r7,•A�o�
•
EXISTING SIDING TO BE REMOVED
(1 ) IIC /',lI,.IT Tull
314
(SP
#5
DRII
MOP
6"
(SE
EL. 0'-0"
T.O. SLAB
(MATCH EXISTING)
WALL PANEL -
BY BLDG. MFR.
175 PLF (TYP.)
210 PLF
(AT CORNERS)
(BB-1) 8"x16"
MASONRY BOND BEAM
(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).
OL EL. 7'-2"
T.O. MAN DOOR
(B.O. 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
METAL BLDG. MFR.
4" THREADED #7 HAIRPIN BARS
PROJECTION 6" THICK CONC. SLAB,
1 1/2" (SEE PLAN)
OL EL. 0'-0"
-T T.O. SLAB
z— x° d x x co (MATCH EXISTING)
TS28.24 THICKENED ° . •
SLAB EDGE d l a xX/
d
\/ .. • <.
d \ d °
° 2'-4" •.d°�
/ / ° d • . °
/ d d
.
d • 6 . ° ° d
° d
d e
d d° d
de
•.,i•° dr.
4 A ° . . . .° d
3" CLR (TYP) /i. //� //,//,//.//. \//.//. \//.//. \//. //V //
7'-0"
SECTION
3.0 Scale:3/4"=1'-0"
s SECTION
3.0 Scale:3/4"=1'-0"
I
I
I
i l
�!f
II
II
II
4 1/2" x 4 1/2" CUT
-itI'
L
j __�_____�
_I J__
MASONRY INSPECTION &
GROUT PLACEMENT OPENING
GROUT -FILLED CELLS
-2500 PSI (TYPICAL),
x
..
L
i
I
DO NOT DROP GROUT
�
Ui
f
-_
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r --
MORE THAN 5'-0"
v
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0v¢�
Z
1
L
- -
T
II
4 1/2" x 4 1/2" CUT
`n
°O
j
II
IEj
MASONRY INSPECTION
& CLEAN -OUT HOLE
00
DOWELS TO
MATCH VERT.
TYPICAL MASONRY FILLED CELL DETAIL
N.T.S.
F70 FOOTING
m NOT USED
3.0 Scale:3/4"=1'-0"
1B NOT USED
3.0 Scale:3/4"=1'-0"
— BASE PLATE
FOOTINGS
— METAL BLDG COLUMN
BY METAL BLDG. MFR.
i- (4) ANCHOR BOLTS x 48" LONG,
(SEE METAL BLDG. DGS. FOR BOLT
DIAMETER & SPACING, TYPICAL)
BASE PLATE BY
METAL BLDG. MFR.
4" THREADED
PROJECTION 6" THICK CONC. SLAB,
(3) #6 EACH WAY BOTT. (SEE PLAN)
OILEL. 0'-0"
T.O. SLAB
(MATCH EXISTING)
x; °° a ° xx x° x x 1—° x a °Q x x
p 4 Q
° . ° ° . ///Z/i//////\\° /
• a °a °
\/ d$ ° e
\\//\\ ° • .. ° ° ° ° ° m ° • / 3/4" x 10" x 10" PLATE, TYP.
\ d. a °• d .e2'-0' d e a d,
(4) #6 x 36" LONG . . . "s /\
@ 6' O.C. �\ ° d ° a . 4'-0" @ TS48.18 ° ° �< " ° ° \ (4) #6 x 36" LONG
N//\� j°d a ° . . e. . d . a ° /\ (4) #6 x 6'-8" LONG
.
o z \ . /
// d ./�
d • . ° " ° 6 d ° ° ° °
3" CLR (TYP) F6080 OR F8080 FOOTING,
2'-0" 4'-0" 2'-0" (SEE PLAN)
HELICAL PILE
8'-0"
x 6'-0" OR 8'-0" WIDE
(SEE PLAN FOR LOCATIONS)
2 SECTION
3.0 Scale:3/4"=1'-0"
PROVIDE PREFAB. "L"
JOINT REINFORCING
AT ALL CORNERS
PLAN VIEW
MASONRY
(2) #5 BARS EACH SIDE
(4-TOTAL) WITH 9" HOOK
AT EACH END
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 —
1'-0 1
COORDINATE DIMENSIONS WITH
METAL BUILDING MANUFACTURER, 11
TYPICAL
BASE PLATE
FOOTINGS
METAL BLDG COLUMN
BY METAL BLDG. MFR.
(4) ANCHOR BOLTS x 42" LONG,
(SEE METAL BLDG. DGS. FOR BOLT
DIAMETER & SPACING, TYPICAL)
BASE PLATE BY
METAL BLDG. MFR.
4" THREADED (1) #7 HAIRPIN BAR
PROJECTION 6" THICK CONC. SLAB,
1 1/2" (SEE PLAN)
EL. 0'-0"
dT T.O. SLAB
x• 1 • . x' X, x ,°— x °�— (MATCH EXISTING)
TS28.24 THICKENED
SLAB EDGE �/ / ` I Q °//j\///\//\//\//A
2
01
ad
d° \.d
F40 FOOTING
\ . d
3" CLR (TYP)
4'-0"
6 SECTION
3.0 Scale: 3/4"=1'-01,
MASONRY Y
0
O � O
PROVIDE PREFAB. "T" Y
O JOINT REINFORCING AT
ALL T-INTERSECTIONS
PLAN VIEW ILI
CONCRETE MASONRY
COLUMN
O
O
O
O
°• °° a
EXTEND JOINT REINF 6"
PROVIDE DOVETAIL LCONCRETE
INTO CONCRETE COLUMN ANCHOR SYSTEM COLUMN
PLAN VIEW PLAN VIEW
(MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER COLUMN)
TYPICAL MASONRY DETAILS
N.T.S.
CAST IN PLACE REINFORCED
CONCRETE TIE BEAM
PLACE METAL LATH OR WIRE
SCREEN OVER CORES NOT TO
BE FILLED (SHEET METAL AND
VERT. REBAR w/SAME FELT PROHIBITED)
DOWELS IN FOUNDATION.
PROVIDE 48 BAR DIA. LAP,
SEE PLAN
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
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)
OIL EL. 0'-0"
s d d d T.O. SLAB
(MATCH EXISTING)
d
° .°.
> /r
1� • • i
12
d :• a�i" °
°a
. ° ff • ° . ° ° ° ° e ° . °
a . ° d
.d d
a ad
d
• , d d ° ^ ° °
TE-1 THICKENED
SLAB EDGE
TS28.24 THICKENED
SLAB EDGE
3 EXPANSION JOINT DETAIL
3.0 Scale:3/4"=1'-0"
L2x20/16" 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. _
6" THICK CONC. SLAB,
4„ (SEE PLAN)
OIL EL. 0'-O"
g d T.O. SLAB
x° X,, ° iD (MATCH EXISTING)
N
1 12"
TE-1 THICKENED
SLAB EDGE
SET FIRST COURSE IN FULL
MORTAR BEDDING
FOUNDATION - �— 4 1/2" x 4 1/2" CLEAN
OUT OPENINGS AT GROUT
FILLED CELL LOCATIONS.
TYPICAL MASONRY WALL CONSTRUCTION
N.T.S.
■ AA r\/AAI•■A■AI•■ ■A■m■� Ar�A■■
Scale: 3/4"=1'-0"
6A NOT USED
3.0 Scale:3/4"=1'-0"
Digitally signed by Allen Wieder, PE
FL 43444
eder, DIN: cn=Allen Wieder, PE FL 43444,
Allen Wi
o=Wieder Engineering, Inc, ou,
PE F L 43444 email=awieder@wiederengineerin
g.com, c=US
Date: 2021.05.06 15:54:18-04'00'
ulio?clo?p �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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