13-96-247FOR SHEARWA
SEE SHEET 5-1
�N
VAPOR BARR
ELEVATOR SHEARWAL
SEE SHT 5-6 FOR REII
21/2'x51/2" ALL AROUND APPLY
EPDXY BONDING AGENT PRIO
PLACING OF CONCRETE AROUI
THE ELEVATOR PLUNGER
�4A U) U) 'A
mi mi � 3i � I ADD 2 -15 xa' -0' EA. W,
z z z z z TOP BOT. AROUND C
J —1 J J J
ELEVATOR SECTION WITH
24 PILE CAP,
SECTION A
scALE: t121 • I'-m' S -10
g JWW10" 40 4f?Ki4H40
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5,
T
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ROOF LEVEL
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Q
FOR SHEARWA
SEE SHEET 5-1
�N
VAPOR BARR
ELEVATOR SHEARWAL
SEE SHT 5-6 FOR REII
21/2'x51/2" ALL AROUND APPLY
EPDXY BONDING AGENT PRIO
PLACING OF CONCRETE AROUI
THE ELEVATOR PLUNGER
�4A U) U) 'A
mi mi � 3i � I ADD 2 -15 xa' -0' EA. W,
z z z z z TOP BOT. AROUND C
J —1 J J J
ELEVATOR SECTION WITH
24 PILE CAP,
SECTION A
scALE: t121 • I'-m' S -10
g JWW10" 40 4f?Ki4H40
CL U� Y W - N M V t f
F- Nz0Ir c7LL LL- LL- LL- LL-
- W m U Q W W W W W
fn OLLd �i a- C���
k01 +4 �� -fo -
A/C UNIT
(SEE MFR DATA)
0
1 I w I
3
ROOF LEVEL
PREFAB. STEEL CURB
(14 GA. - SEE MANUF.
-�
IF
- ---SEE PLA
WI SIG7CRITERIA
I
ww�u34s4»
V) o F- < Q J L� J
MEAN ROOF HT = 50' -0'
7 _JQ — U M � m
Ev 4fr 42 4A 4A Ki 4H 4A
ROOF TOP A/C UNIT
ANCHORAGE TO ROOF
w
3 /a'� BOLTS - ONE @ EA. CORNER,
BAL, 0 12' O.C. MAX. ALL AROUND.
(COORD. W /EQUIP. MANUF.)
1/4'4-1/2" EMBED 'TAPCON"
CONCRETE SCREWS. (1) @ EA.
CORNER, BALANCE 0 12" O.C. IN
BETWEEN.
1 -1/2' x 22 GA. CORR.
GALV. METAL DECK
WITH 5 &S WELDS @ 12'
O.C. (TO STEEL TUBES)
4 WELDED SIDE LAP
CONNECTIONS a 16'
O.C. MAX VERTICALLY
2 x 'A"
X
Q
l d
1
SCHED. 2
FTG. RE INF.
TOP $ BOT. BENT BARS
SAME AS SCHEDULED FTG. RE INF.
RE INF. FTG. RE
TYP. STEPPED FOOTING DETAIL
-6" 3' -6' 3' -6' 1' -9'
14' -0'
24 PILE CAP.
D PSI GONG.
(4)-3/4 "0 TNRU - BOLT=
6l
N
TAPERED SHIMS
AS
I
m
1
3'x3'x0.219' ALUM. TUBES
48' O.C.
1
m
2nd FLOOR
A
M
3/16' THICK PERFORATE
ALUM. PANELS,
0
3'x5'x1/4' ALUM.
TUBES 0 24' O.C.
�I 3116' THICK PERFORATE
n, ALUM. PANELS,
� I
1
♦ d
3'x3'x0.219' ALUM. TUBES
4a' O.C.
+15'-0'
2nd FLOOR
3/16' THICK PERFORA
�— HILTI 'KWIK BOLT 3' ALUM. PANELS,
%'061/2' EMBED
ST. STL WEDGE A BOLT
\ 3/4'06" EMBED. ST. STL
WEDGE A BOLT
4'x4'x1/4'x0' -3' LONG
W/ 3/4'0 ST. STL BOX BOLT
/4'x4'x1/4'x0' -3' LONG
W/ 3/4'� ST. STL BOX BOLT
/3/4'6' EMBED. ST. STL
WEDGE A BOLT
6' CONC. SLAB
d • a
a' T.c.
W /1 -15 CONT.
4 d
• WF -30
d • '
VxV CONC. CAP
W/2-#5 CONT.
SECTION �
SCALE: 1,�'
a' MASONRY WALL
W /15V 0 24' O.C.
IN GROUTED CELLS
M
3116" THICK PERFORAT
ALUM. PANELS,
M
3116' THICK PERFORATED ALUM. PANELS,
SEE ARCH. FOR ALL DIM. i DETAILS.
SCREW TO VERT. TUBES W/ "12 -14 (UPFH) ST. STL
TEK SCREWS (FLAT HEAD), 1 0 4' FROM EDGE
BAL. /a 10' O.G. MAX. VERTICALLY.
ROUND HOLE IN TUBE - MIN. SIZE
°
WF -36 ENOUGH TO INSTALL THE A. BOL1
COORD. TO CLEAR THE ALUM
SECTION j] SCREEN SCREW PATTERN.
SCALE: V2' • I'-m' S -I(d SHIMS OR WASHERS AS MAY BE
REQUIRED FOR FULL TUBE
NOTE: VERTICAL POSTS SHALL BE COORD. CONTACT WITH LONG. BEAM
W/ PC JOIST LOCATIONS 0 SPACING.
SEE STRUCT. PLAN 4 PC JOISTS SHOP DWGS.
4' -6" 4' -6'
OR 5140' OR 5140'
21/2 " I 21/2 A
II -_ II II
3/4' THICK BASE fE
�N
(12' OR 16' PC JSTS)
' (20' PC JSTS)
II II
II II
HSS 4'x4'x3 /8' VERT. RTU 5CREEN - PLAN VIEW
4 HORIZ. TUBES.
121/2'
I.I. /2 "
�`L 4 "x4'x3 /8'xl' -2" LONG
(2)- 3 /4 "�THRUBOLTS (10' APART)
RTU 5CREEN SECTION
RTU 5CREEN DETAILS (NT5)
NILTI 'KWIK BOLT I
5/8'0x51/2' EMBED ST.
STL WEDGE A BOLT W/
WASHER.
,4
NILTI "KWIK BOLT 3"
%'61/2' EMBED
ST. STL WEDGE A BOLT
BOT. $ MID HT CONN.
TO BLOCK WALL
NILTI 'KWIK BOLT 3'
5/8'x51/2" EMBED ST.
STL WEDGE A BOLT
FILL CELL SOLID
W.CONC.
6' CONC. SLAB
01—ON
•
d ••
. • . • s d •.
d
• . ° SEE PLAN FOR FTG
•
de d
SECTION C
ac-ALE: v2 - • ,' -m' S -10
3'x3'x0.219' ALUM. TUBES (T6005 MIN.) ,@ 48" O.C.
(SEE ARCH. FOR DETAILED LAYOUT ALONG EXT. WALL)
2nd - 3rd - 4th LEVELS
EQ. -
EQ. - 20 PG JT
NILTI "KWIK BOLT 3'
5/8'x51/2' EMBED
ST. STL WEDGE A BOLT
ST. STL SHIMS OR WASHERS AS REQ'D
TO BRIDGE POSSIBLE GAPS BETWEEN
VERT. TUBE 4 CONC.
TYPICAL SECTION Q EXT.
ALUM. CLADDING WALL.
ROOF AC SCREEN k WINDOW WASHING BOLLARDS NOTE:
ALL AC SCREEN POSTS AND BOLLARDS SHALL BE
POSITIONED CENTERED WITH THE ROOF PC- JOISTS. THIS
WILL REQUIRE SOME MODIFICATION TO THE SCREEN WALL
DIMENSIONS INDICATED HERE.
NO SCREEN WALL SHALL BE FABRICATED OR
CONSTRUCTED TILL WE ALL NAVE ALL THE EXACT
LOCATIONS OF THEE ROOF PC JOISTS (FROM THE
PC- JOISTS MANUF. / DESIGNED COMP.
WINDOW WASHING POST
(4) -3/4'� TNRU -BOLT
r� 5 /$ "xl' -0' LONG x - -- WIDE
(PENDING ON PC JT WIDTH)
Td•
4'x4'x3 /g'xl' -0'
2) -3/4'0 TNRU -BOLTS
9' APART)
WINDOW WA51AING CABLE POST
NOTE:
ALL REVISIONS CLOUDED AREA
ALL DIMENSIONS HAVE BEEN COORD.
W/ ARCH. (G.C. TO VERIFY.) l
GDK JOH#E:KI2.053
G.D. Klieger, Inc
Consulting Structural Engineers
• 1909 Harrison St., Suite 204
EO Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EH 0004821 EMAIL gkUeger®att.net
G S & P
Design Services®
For The Built
Environment
0
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
0
G R E S H A M
S M I T H AN D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
1B26000797/LC26000381
G.D. Klieger, Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EMAIL: gkHegerOatt.net
r�
W a
.v
-p
co
M � o
Q.
L0 H
0
0
GERSHON KLIEGER, PE
(FL. P #36109)
LAY c
2013 ,
REVISION
No. — Date — Revision
All 2/01/2013 ADDENDUM #1
SECTIONS & DETAILS
ad
S mmmm
F IL E : K- 12059- S- 10.dwg
PROJECT: 29080.00
DATE: 12/14/2012
rl '@ S' O.G. TOP d BOT.
1 I w I
3
-6" 3' -6' 3' -6' 1' -9'
14' -0'
24 PILE CAP.
D PSI GONG.
(4)-3/4 "0 TNRU - BOLT=
6l
N
TAPERED SHIMS
AS
I
m
1
3'x3'x0.219' ALUM. TUBES
48' O.C.
1
m
2nd FLOOR
A
M
3/16' THICK PERFORATE
ALUM. PANELS,
0
3'x5'x1/4' ALUM.
TUBES 0 24' O.C.
�I 3116' THICK PERFORATE
n, ALUM. PANELS,
� I
1
♦ d
3'x3'x0.219' ALUM. TUBES
4a' O.C.
+15'-0'
2nd FLOOR
3/16' THICK PERFORA
�— HILTI 'KWIK BOLT 3' ALUM. PANELS,
%'061/2' EMBED
ST. STL WEDGE A BOLT
\ 3/4'06" EMBED. ST. STL
WEDGE A BOLT
4'x4'x1/4'x0' -3' LONG
W/ 3/4'0 ST. STL BOX BOLT
/4'x4'x1/4'x0' -3' LONG
W/ 3/4'� ST. STL BOX BOLT
/3/4'6' EMBED. ST. STL
WEDGE A BOLT
6' CONC. SLAB
d • a
a' T.c.
W /1 -15 CONT.
4 d
• WF -30
d • '
VxV CONC. CAP
W/2-#5 CONT.
SECTION �
SCALE: 1,�'
a' MASONRY WALL
W /15V 0 24' O.C.
IN GROUTED CELLS
M
3116" THICK PERFORAT
ALUM. PANELS,
M
3116' THICK PERFORATED ALUM. PANELS,
SEE ARCH. FOR ALL DIM. i DETAILS.
SCREW TO VERT. TUBES W/ "12 -14 (UPFH) ST. STL
TEK SCREWS (FLAT HEAD), 1 0 4' FROM EDGE
BAL. /a 10' O.G. MAX. VERTICALLY.
ROUND HOLE IN TUBE - MIN. SIZE
°
WF -36 ENOUGH TO INSTALL THE A. BOL1
COORD. TO CLEAR THE ALUM
SECTION j] SCREEN SCREW PATTERN.
SCALE: V2' • I'-m' S -I(d SHIMS OR WASHERS AS MAY BE
REQUIRED FOR FULL TUBE
NOTE: VERTICAL POSTS SHALL BE COORD. CONTACT WITH LONG. BEAM
W/ PC JOIST LOCATIONS 0 SPACING.
SEE STRUCT. PLAN 4 PC JOISTS SHOP DWGS.
4' -6" 4' -6'
OR 5140' OR 5140'
21/2 " I 21/2 A
II -_ II II
3/4' THICK BASE fE
�N
(12' OR 16' PC JSTS)
' (20' PC JSTS)
II II
II II
HSS 4'x4'x3 /8' VERT. RTU 5CREEN - PLAN VIEW
4 HORIZ. TUBES.
121/2'
I.I. /2 "
�`L 4 "x4'x3 /8'xl' -2" LONG
(2)- 3 /4 "�THRUBOLTS (10' APART)
RTU 5CREEN SECTION
RTU 5CREEN DETAILS (NT5)
NILTI 'KWIK BOLT I
5/8'0x51/2' EMBED ST.
STL WEDGE A BOLT W/
WASHER.
,4
NILTI "KWIK BOLT 3"
%'61/2' EMBED
ST. STL WEDGE A BOLT
BOT. $ MID HT CONN.
TO BLOCK WALL
NILTI 'KWIK BOLT 3'
5/8'x51/2" EMBED ST.
STL WEDGE A BOLT
FILL CELL SOLID
W.CONC.
6' CONC. SLAB
01—ON
•
d ••
. • . • s d •.
d
• . ° SEE PLAN FOR FTG
•
de d
SECTION C
ac-ALE: v2 - • ,' -m' S -10
3'x3'x0.219' ALUM. TUBES (T6005 MIN.) ,@ 48" O.C.
(SEE ARCH. FOR DETAILED LAYOUT ALONG EXT. WALL)
2nd - 3rd - 4th LEVELS
EQ. -
EQ. - 20 PG JT
NILTI "KWIK BOLT 3'
5/8'x51/2' EMBED
ST. STL WEDGE A BOLT
ST. STL SHIMS OR WASHERS AS REQ'D
TO BRIDGE POSSIBLE GAPS BETWEEN
VERT. TUBE 4 CONC.
TYPICAL SECTION Q EXT.
ALUM. CLADDING WALL.
ROOF AC SCREEN k WINDOW WASHING BOLLARDS NOTE:
ALL AC SCREEN POSTS AND BOLLARDS SHALL BE
POSITIONED CENTERED WITH THE ROOF PC- JOISTS. THIS
WILL REQUIRE SOME MODIFICATION TO THE SCREEN WALL
DIMENSIONS INDICATED HERE.
NO SCREEN WALL SHALL BE FABRICATED OR
CONSTRUCTED TILL WE ALL NAVE ALL THE EXACT
LOCATIONS OF THEE ROOF PC JOISTS (FROM THE
PC- JOISTS MANUF. / DESIGNED COMP.
WINDOW WASHING POST
(4) -3/4'� TNRU -BOLT
r� 5 /$ "xl' -0' LONG x - -- WIDE
(PENDING ON PC JT WIDTH)
Td•
4'x4'x3 /g'xl' -0'
2) -3/4'0 TNRU -BOLTS
9' APART)
WINDOW WA51AING CABLE POST
NOTE:
ALL REVISIONS CLOUDED AREA
ALL DIMENSIONS HAVE BEEN COORD.
W/ ARCH. (G.C. TO VERIFY.) l
GDK JOH#E:KI2.053
G.D. Klieger, Inc
Consulting Structural Engineers
• 1909 Harrison St., Suite 204
EO Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EH 0004821 EMAIL gkUeger®att.net
G S & P
Design Services®
For The Built
Environment
0
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
0
G R E S H A M
S M I T H AN D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
1B26000797/LC26000381
G.D. Klieger, Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EMAIL: gkHegerOatt.net
r�
W a
.v
-p
co
M � o
Q.
L0 H
0
0
GERSHON KLIEGER, PE
(FL. P #36109)
LAY c
2013 ,
REVISION
No. — Date — Revision
All 2/01/2013 ADDENDUM #1
SECTIONS & DETAILS
ad
S mmmm
F IL E : K- 12059- S- 10.dwg
PROJECT: 29080.00
DATE: 12/14/2012