HomeMy WebLinkAboutAPPROVED S-4.01 Rev 2(MW-1) 8" CMU WALL
30" MINIMUM LAP —
EL. 0'-0"
T.O. SLAB
TS24.24 THICKENED
SLAB EDGE
BASE 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 PRO ECTIION THREADED
(SEE PLAN)
EL. 0'-0"
k (MATCH EXISTING)
° I ° °° ° ° ° °
TS48.18 THICKENED SLAB
17
° d d EL. FOOTING
V FOOTIN T.O. G
° 4 d
° d ° ° m . ° ° °° \
3/4" x 10" x 10" PLATE, TYP.
d d
ad • d
d d41
° <
9
(4) #6 x 6'-8" LONG
d Q • ° ° ° ° /\ @ 6" O.C.
• d /
Z d . d
d A.
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3" CLR (TYP)
HELICAL PILE
8'-0"
x 8'-0" WIDE
SECTION
4.0 Scale:3/4"=1'-O"
(MW-1) 8" CMU WALL
30" MINIMUM LAP —
F8080 FOOTING,
(SEE PLAN)
(4) #6 x 36" LONG
@ 6" O.C.
q BASE PLATE
FOOTINGS
METAL BLDG COLUMN
BY METAL BLDG. MFR.
6" THICK CONC. SLAB,
(SEE PLAN)
EL. 0'-0"
°
xa x° x 1 --3t — �a=s tr°� x8 x °x o io (MATCH EXISTING)
d
6.- -_� -dam J°
TS48.18 Z_ 2 —0 2'-0"
(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
6" THICK CONC. SLAB, PROJECTION
(SEE PLAN) 1 1/2"
COORDINATE DIMENSIONS WITH 1
METAL BUILDING MANUFACTURER, 1'-0
TYPICAL
e ° x° 1% '�� ° x°° ° °d° ° % x x x
/ // ° I °d ° d ° ° ,II a, e•d \ \ \ °\ \\ °� \ \ ° ° \ \\ d/�\ °.
0j TS28.24 THICKENED
\\/ ° a
� \\/\/
�/\\// N SLAB EDGE \r/ d \/
d ° \
-4
• \ \ �' \' \' \ Le
a \ \ \ \ \
—
2'-0" \/j\ °� d a° ° d d2'-4 e d a d°
4.
d e a m
°d
° B d• 8
d'
d n
WALL PANEL
BY BLDG. MFR.
FLASHING BY OTHERS
0.6C x 22 GA. GALV. METAL DECK,
ATTACH W/ #10 TEK SCREWS @ 6" O.C.
AND (1) SIDELAP FASTENER PER SPAN
12
SLOPE TOP OF BEAM @ 1: 12 1 — _ TO MATCH ROOF PITCH — — — —
EL. 9'-6 5/8" °—°
•
12" x 1 5/8" x 16 GA. GALV. I'
STEEL STUDS @ 16" O.C. W/
BRIDGING @ 1/4 POINTS �•
(TB-2) 8" x 26 5/8"t
CONC. TIE BEAM I °
EL. 7'-4" •
B.O. TB-2
(MW-1) 8" CMU WALL
7 SECTION
4.0 Scale:3/4"=1'-O"
3" CLR (TYP)
4 SECTION
4.Scale:3/4"=1'-O"
0"
GIRT BY METAL BLDG. MFR.
3"x3" x 12 GA. CLIP @ EACH STUD,
(SEE SECTION 5/S4.01)
(BB-1) RCMU BOND BEAM
IN FOREGROUND &BEYOND, RUN
HORIZONTAL BARS CONTINUOUS
THRU TB-2
—METAL BLDG COLUMN
BY METAL BLDG. MFR.
7'-0"
4'-0"
2 SECTION
4.Scale:3/4"=1'-O" 0"
A
—6" THICK CONC. SLAB,
(SEE PLAN)
OIL EL. 0'-0"
T.O. SLAB
> co (MATCH EXISTING)
F70 FOOTING
5" 1 3/4"
3/4" 3/4"
04
� M
O
TAPCON
PATTERN M
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
SLOPE TOP OF BEAM
@ 1:12 TO MATCH
ROOF PITCH
12" x 1 5/8" x 16 GA. GALV.
STEEL STUDS @ 16" O.C. W/
BRIDGING @ 1/4 POINTS
12
�1 —
5 SECTION
4.0 Scale:3/4"=1'-O"
EXISTING SIDING TO BE REMOVED
(1) #5 CONT. TOP
3/4" PVC GREASED SLEEVE r
(SPEED DOWELS)
I I
I I
I I
#5 x 20" LONG DOWELS @ 24" O.C.,
DRILL & EPDXY 8" INTO EXISTING
MONO —FOOTING AT MID —DEPTH
6" THICK CONC. SLAB,
(SEE PLAN)
I I
I I
EL. 0'-0'
I I
I I
T.O. SLAB ° d
° d LJ
(MATCH EXISTING) x x° x
d °
1° °° \4J°
TS48.18
d
\�/�? j #5� 0 TT/
THICKENED SLAB EDGE /�/ /
\�\/\/\/\r \ice " ° ° d °
BEYOND
0.6C x 22 GA. GALV. METAL DECK,
ATTACH W/ #10 TEK SCREWS @ 6" O.C.
AND (1) SIDELAP FASTENER PER SPAN
EL. 9'-4"
T.O. STEEL STUDS
12 GA. x CONT. TRACK, ATTACH TOP
& BOTTOM FLANGES TO STUDS W/(2)
10 TEK SCREWS EACH FLANGE
OL EL. 8'-4"
T.O. TB-2
(TB-2) 8"x12" <
CONC. TIE BEAM
(MW-1) 8" CMU WALL
PAPER JOINT
3 SECTION
4.0 Scale:3/4"=1'-O"
3"x3" x 12 GA. CLIP @ 24" O.C.,
(SEE SECTION 5/S4.01)
0.6C x 22 GA. GALV. METAL DECK,
ATTACH W/ #10 TEK SCREWS @ 6" O.C.
AND (1) SIDELAP FASTENER PER SPAN
12" x 1 5/8" x 16 GA. GALV.
STEEL STUDS @ 16" O.C. W/
BRIDGING @ 1/4 POINTS
EXISTING BUILDING COLUMN
TO REMAIN
TOISRE REMTING AIN
6" SLAB ON GRADE
EXISTING F4 (6'x6'x30")
FOOTING TO REMAIN
0
#10 TEK
@ 12" 0.(
12" x 1 5/8" x 16 GA. STEEL
/— STUD W/ 12" x 12 GA. TRACK
EL. VARIES:
8'-4" (L.P.)
9'-6 5 8"t H.P.
T.O. BEAM
(TB-2) 8"x12"/26 5/8"t
dl CONC. TIE BEAM
J
OL EL. 7'-4"
B.O. TB-2
s SECTION
4.0 Scale:3/4"=1'-O"
(MW-1) 8" CMU WALL
L y
Allen Digitally signed by Allen Wieder,
PE FL 43444
DN: cn=Allen Wieder, PE FL
Wileder, PE 43444, o=Wieder Engineering,
Inc, ou,
email=awieder@wiederengineeri
ng.com, c=US
FL43444
Date: 2021.05.06 16:03:01-04'00'
ulio?clo?p �nvineepiflv Jnc.
STRUCTURAL ENGINEER
11718 SE FEDERAL HWY #373 LIo #2aoas (772) 546-5823
HOBE SOUND, FL 33455 FAX: (772) 545-3734
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