HomeMy WebLinkAboutAPPROVED S-1.02 Rev 2WIND GIRT & SIDING —
BY SPECIALTY ENGINEER
1" RETURN
EACH EDGE 3/16
FI 52'—R"
(TB-1) 8"x16" CONC.
TIE BEAM
al_
6 1 /2"
1 1/2" 1 1 /2"
EL. 7'-2"
1 /4" x 1 1 /2" WIDE "Z"
BAR AT EACH COLUMN
HEAD OF MAN DOOR
DROP POUR TB-1
2" AT MAN DOOR
(C-1) 8"x16" CONC. COLUMN
(TB-1) 8"x16" CONC. TIE BEAM
AT TOP OF WALL, EXTEND
REINFORCING INTO C-1 COLUMN
(NOT SHOWN FOR CLARITY)
a'4 4 •
a _ 61.4
iJ
4 J 4 4,
«, ` • /J , `
e _ J
EXISTING 8"x16" (2) #5 DOWELS x 42" LONG,
TIE BEAM TO REMAIN DRILL & EPDXY 5" INTO EXISTING
TIE BEAM (FIELD VERIFY) OR GROUT
FILLED/REINFORCED MASONRY
PLAN VIEW
TIE BEAM
EL. 8'-8"
I --- r— .." MATCH EXISTING
1 --6
`•/ 4 , JIa 4
• aJ • I , ` `` I , / •4 I/ 4 Q
i4 � J • ` J 4
EXISTING 8"x16" =J ` *• 1 ' s• r .• 41 •I• ,
TIE BEAM TO REMAIN
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4
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4 4
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J, 4
EL. 0'-0"
T.O. EX. SLAB
SECTION 2 SECTION
1.0 Scale:3/4"=V-0" 1.0 Scale:3/4"=V-0"
WIND GIRT & SIDING —
BY SPECIALTY ENGINEER
EL. 7'-2" (TB-1) 8"x16" CONC. F
HEAD OF TIE BEAM
MAN DOOR ° L
EL. 7'-2" JA
DROP POUR TB-1 HEAD OF
2" AT MAN DOOR MAN DOOR
DROP POUR TB-1
2" AT MAN DOOR
BEYOND
(MW-1) 8" CMU WALL
UMN
30" MIN. LAP
EXISTING CUT BLOCK 1st
COURSE TO FOLLOW
SLOPE OF SLAB
SLAB ON GRADE
EL. VARIES
3 SECTION
1.0 Scale: 3/4"=1'-0"
#5 DOWELS, DRILL & EPDXY
5" INTO EXISTING
EXISTING 6" SLAB ON GRADE
TO REMAIN
X2 X2 X2 X2 X3 X31 X3 X3 X3 X3
FOUNDATION NOTES:
1) (E)F4 = EXISTING 7'-0" x 7'-0" x 30" THICK CONC. FOOTING
2) (E)TS12 = EXISTING 12" x CONT. x 12" THICKENED SLAB EDGE
3) (E)TS24 = EXISTING 24" x CONT. x 24" THICKENED SLAB EDGE
4) ALL CMU IS TYPE "MW-1" UNLESS NOTED OTHERWISE
5) SEE ARCHITECTURAL DRAWINGS FOR ALL CMU OPENING DIMENSIONS
VERIFY ALL DIMEN510N5 WITH METAL
BU I LD I N6 MRNUFAGTURER'S
DRAWI N65. IF DIFFERENT, METAL
BUILDING DIMEN510N5 CONTROL.
NOTIFY EN61 NEER IMMEDIATELY OF
ALL I NGON515TENG I E5.
PARTIAL FOUNDATION PLAN (SOUTHEAST)
SCALE: 1/16" = V-0"
KEY PLAN
N.T.S.
AREA OF WORK
B"x16"
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Allen Digitally signed by Allen Wieder,
PE FL 43444
DN: cn=Allen Wieder, PE FL
Wile e r, PE 43444, o=Wieder Engineering,
Inc, ou,
email=awieder@wiederengineer
FL43444ing.com,c=US
Date: 2021.05.06 16:03:46-04'00'
wig?clo?p (P-'riineepin J9nc.
STRUCTURAL ENGINEER
11718 SE FEDERAL HWY #373 Lic #28036 (772) 546-5823
HOBE SOUND, FL 33455 FAX: (772) 545-3734
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