12-559-028*I
2" METAL DECK 16 GA. -
4x4xi" TYPICAL
AT PERIMETER
FASTENED TO THE WALL
—I" COX PLYWOOD FASTENED TO THE METAL
DECK W/ "12 SELF DRILLING SCREWS AT 611
O.G. ALONG THE R155 ,0 12" O.C.
1 L444",
S E C T I O N
S -9 SOLE: 1 " =1' -0"
311
— (2) L3x3x4 "x8" LONG
STEEL PLATE 1' -111 x 0' -11 "x°
W/ (4) -5/8" 0 HAS THREADED
RODS, DRILL 4 EPDXY 5 -5/8"
- DEEP INTO CONCRETE WITH
HILTI HIT HY 150 MAX.
1 / " 6" 1 1/2" ADHESIVE ANCHOR.
911
EDGE OF TILE COL.
1_3x34
D IAG. BRACING
2" METAL
DECK 16 GA.
W12x14 jl� MC 12x10.6 W12x14
STORE FRONT AND
STEEL COLUMN E
" COX PLYWOOD FASTS
METAL DECK W/ w12 SELF
SCREWS AT 6" O.C. ALON
'm 10K I: ^ /-
="'C'*' *' - CMU WALL TO REMAIN
OUT THE INTERIOR FACE
BLOCK WALL AND CROSS
INSTALL THE NEW REBAR
> OUT IN PLAN,
BEYOND ; ;
DIAL. BRACING
S E C T 1 0 N
S-9 SOLE: 1"=V-0"
EXISTING CONC. BLOCK WALL
FILL EXISTING CELLS WITH
GROUT AT THE BOLTS
LOCATION
1100),
W 12x14
(TYP.)
III 11..1 A
16" (TYP)
•. ,
CONTINUOUS
W.J
ON
ME
EXISTING CMU -PLAN VIEW
S E C T I ON
S -9 SCALE: I " =I' -0"
PROVIDE 1 -15 IN GROUT -FILLS
CELLS DRILL 4 EPDXY 511
DEEP INTO TIE BEAM AND
SLAB (TOP 4 BOTT.)
ALL EXISTING CONDITIONS ARE TO BE FIEI:.P
VERIFIED 5Y THE GENERAL CONTRACTOR.
IF .4 DISCREPANCY EXIST, NOTIFY THE
ARCHITECT BEFORE FROGEEDING WITH WOFd<-
=ARC1 -1rf LOTS
architecture
land planning
set.ail design w
spa,e p- lan,°,ing
konstruction management
4565 ponce de [eon blvd.
suite 100
ccrE I-gabIss; `h -ids 33146
te[n: 305- 446n08494
STRUCTURAL i=ROBLEMS THAT OCCUR AT ry m. _ :
fax: idas' g4g "5atso=n
UNDERSIDE OF FLOOR S=YSTEM HAVE BEEIN" ,1o. ,�;- FOQ6I"4-
SHOWN ON THE REFERENCE FLOOR
O O O O O O O O
EXISTING TIE COLUMN
— L3 x3 x 4 x 8" LONG /"'E'� D E T A I L
—C 12x10.(o S-9 N.T.S.
#5 DOWELS IN
STEEL PLATE 5/8" 6 HAS THREADED RODS, GROUT- FILLED
" 0 ' " x1 Il " S E C T I 0 N ',... CELLS, DRILL
0 -4 x -g /4 DRILL � EPDXY 5 -5/8 DEEP
W/ (3) -3/4" IP INTO GROUT- FILLED CELLS OR S_g SCALE: 1�i211 =11 -011 EPDXY 5° DEE
BOLTS A 325 SOLID CONCRETE. WITH HILTI
HIT HY 150 MAX. ADHESIVE
ANCHOR „
NOTES: �---'
1- ATTACH METAL DECK TO STEEL SU1PORT5 W/5 /S" 0
F=UDDLE WELDS a 12 "c /c AT INTERIOR AND EXTERIOR
SUPPORTS AND ONE NO.12 SCREW AT SIDE LAf=
2- ROOF STEEL ANGLES:
ANGLE -A DENOTES STEEL ANGLE 1_4 "x4 "x1/4" CONT. WITH 1/2 "0
ANCHOR BOLTS AT 24 "c /c.
ANGLE-5 DENOTES: STEEL ANGLE 1_4 "x4 "x1 /4" CONT. WELDED TO
STEEL JOISTS OR STEEL BEAM AND CONNECTED TO WALL
W/ 1/2"0 ANCHOR BOLTS -0 24" c/c
3- WIND 1='RESSURES FOR ROOFING DESIGN.
V =146 Mf=H - ZONE 3- P =1 ro 9.ra FSF
V=1130 MPH - ZONE 3- 1==281.0 PSF
VALLUES INDICATED ARE NET UPLIFT.
ALL NEW ROOF DECK IS IN ZONE 3
Kd = 0.85
IMf=ORTANCE FACTOR =1.0
EXPOSURE C
INhILL WITH 6 " C:VNGKt It - - -�
MASONRY WALL
D E T A I L
S -9 N.T.S.
_ D E T A I L
�13SCALE: It /210 =11 -011
STEEL COL.
HSS 4x44'
SEE SECT. 3/5-9
Ne-M
I
I
® 6 sn
W f
f
1
P
EQ. I L EQ. -- - -_'�— EQ.
r ,
r
r in
r
r
r°
T- - - - - --
E
[
4' -3" 5 -7" 5' -7"
SCALE: 1% " =1' -0"
x 0' -9 "x 1/4"
_TS A 325
.511 x31_-7nxv
�7 THREADED
:FOXY 5 -5/8"
".RETE WITH
MAX.
�)R
a O O e O O O O
a a q a O q a q
a C q a a q a a
a O O O O a a p
O O q O O q q O
a e O o e C a a
q q a q 0 a a a
John Roberts Forbes
AR0009810
ml
I
W12x14 jl� MC 12x10.6 W12x14
STORE FRONT AND
STEEL COLUMN E
" COX PLYWOOD FASTS
METAL DECK W/ w12 SELF
SCREWS AT 6" O.C. ALON
'm 10K I: ^ /-
="'C'*' *' - CMU WALL TO REMAIN
OUT THE INTERIOR FACE
BLOCK WALL AND CROSS
INSTALL THE NEW REBAR
> OUT IN PLAN,
BEYOND ; ;
DIAL. BRACING
S E C T 1 0 N
S-9 SOLE: 1"=V-0"
EXISTING CONC. BLOCK WALL
FILL EXISTING CELLS WITH
GROUT AT THE BOLTS
LOCATION
1100),
W 12x14
(TYP.)
III 11..1 A
16" (TYP)
•. ,
CONTINUOUS
W.J
ON
ME
EXISTING CMU -PLAN VIEW
S E C T I ON
S -9 SCALE: I " =I' -0"
PROVIDE 1 -15 IN GROUT -FILLS
CELLS DRILL 4 EPDXY 511
DEEP INTO TIE BEAM AND
SLAB (TOP 4 BOTT.)
ALL EXISTING CONDITIONS ARE TO BE FIEI:.P
VERIFIED 5Y THE GENERAL CONTRACTOR.
IF .4 DISCREPANCY EXIST, NOTIFY THE
ARCHITECT BEFORE FROGEEDING WITH WOFd<-
=ARC1 -1rf LOTS
architecture
land planning
set.ail design w
spa,e p- lan,°,ing
konstruction management
4565 ponce de [eon blvd.
suite 100
ccrE I-gabIss; `h -ids 33146
te[n: 305- 446n08494
STRUCTURAL i=ROBLEMS THAT OCCUR AT ry m. _ :
fax: idas' g4g "5atso=n
UNDERSIDE OF FLOOR S=YSTEM HAVE BEEIN" ,1o. ,�;- FOQ6I"4-
SHOWN ON THE REFERENCE FLOOR
O O O O O O O O
EXISTING TIE COLUMN
— L3 x3 x 4 x 8" LONG /"'E'� D E T A I L
—C 12x10.(o S-9 N.T.S.
#5 DOWELS IN
STEEL PLATE 5/8" 6 HAS THREADED RODS, GROUT- FILLED
" 0 ' " x1 Il " S E C T I 0 N ',... CELLS, DRILL
0 -4 x -g /4 DRILL � EPDXY 5 -5/8 DEEP
W/ (3) -3/4" IP INTO GROUT- FILLED CELLS OR S_g SCALE: 1�i211 =11 -011 EPDXY 5° DEE
BOLTS A 325 SOLID CONCRETE. WITH HILTI
HIT HY 150 MAX. ADHESIVE
ANCHOR „
NOTES: �---'
1- ATTACH METAL DECK TO STEEL SU1PORT5 W/5 /S" 0
F=UDDLE WELDS a 12 "c /c AT INTERIOR AND EXTERIOR
SUPPORTS AND ONE NO.12 SCREW AT SIDE LAf=
2- ROOF STEEL ANGLES:
ANGLE -A DENOTES STEEL ANGLE 1_4 "x4 "x1/4" CONT. WITH 1/2 "0
ANCHOR BOLTS AT 24 "c /c.
ANGLE-5 DENOTES: STEEL ANGLE 1_4 "x4 "x1 /4" CONT. WELDED TO
STEEL JOISTS OR STEEL BEAM AND CONNECTED TO WALL
W/ 1/2"0 ANCHOR BOLTS -0 24" c/c
3- WIND 1='RESSURES FOR ROOFING DESIGN.
V =146 Mf=H - ZONE 3- P =1 ro 9.ra FSF
V=1130 MPH - ZONE 3- 1==281.0 PSF
VALLUES INDICATED ARE NET UPLIFT.
ALL NEW ROOF DECK IS IN ZONE 3
Kd = 0.85
IMf=ORTANCE FACTOR =1.0
EXPOSURE C
INhILL WITH 6 " C:VNGKt It - - -�
MASONRY WALL
D E T A I L
S -9 N.T.S.
_ D E T A I L
�13SCALE: It /210 =11 -011
STEEL COL.
HSS 4x44'
SEE SECT. 3/5-9
Ne-M
I
I
® 6 sn
W f
f
1
P
EQ. I L EQ. -- - -_'�— EQ.
r ,
r
r in
r
r
r°
T- - - - - --
E
[
4' -3" 5 -7" 5' -7"
SCALE: 1% " =1' -0"
x 0' -9 "x 1/4"
_TS A 325
.511 x31_-7nxv
�7 THREADED
:FOXY 5 -5/8"
".RETE WITH
MAX.
�)R
a O O e O O O O
a a q a O q a q
a C q a a q a a
a O O O O a a p
O O q O O q q O
a e O o e C a a
q q a q 0 a a a
John Roberts Forbes
AR0009810
Date
Commission
11070
Revisions
Sheet
S-9
6 of 8
•
•
•
im
co
CL
.
.
Date
Commission
11070
Revisions
Sheet
S-9
6 of 8