13-96-246FOR SHEARWA
SEE SHEET S
VAPOR BARR
ELEVATOR SHEARWAL
SEE SHT 5-6 FOR REI'
21/2 "x51/2' ALL AROUND APPLY
EPDXY BONDING AGENT PRIG
PLACING OF CONCRETE AROU
THE ELEVATOR PLUNGER
�r��
7 M- ADD 2 -5 x6-0' EA. W,
W Z z z z z TOP 4 BOT. AROUND C
J J J J J J
ELEVATOR 5ECTION WITH
24 PILE CAP.
SECTION ,A
SCALE: t.2 • S -10
X
0
u
4
.
T
m
C] In MLi W 3=d Cr Cr �Cr of
4A 1& �'�
co
F— M
T
�
co
ROOF LEVEL
Q)
>
C
-N�f
0
3
U
L
0
0
a
L
r
a
�
U
Q
FOR SHEARWA
SEE SHEET S
VAPOR BARR
ELEVATOR SHEARWAL
SEE SHT 5-6 FOR REI'
21/2 "x51/2' ALL AROUND APPLY
EPDXY BONDING AGENT PRIG
PLACING OF CONCRETE AROU
THE ELEVATOR PLUNGER
�r��
7 M- ADD 2 -5 x6-0' EA. W,
W Z z z z z TOP 4 BOT. AROUND C
J J J J J J
ELEVATOR 5ECTION WITH
24 PILE CAP.
SECTION ,A
SCALE: t.2 • S -10
w
Ln
BOLTS - ONE EA. CORNER,
BAL. 'a 12' O.C. MAX. ALL AROUND.
(COORD. W /EQUIP. MANUF)
144 "�x2 -1/2' EMBED 'TAPCON'
CONCRETE SCREWS. (0 0 EA.
CORNER, BALANCE 12' O.C. IN
BETWEEN.
No. - Date - Revision
gJW W -60
Y W C V f r I V L f
.
ZF- --InZ0 CDliLiU -La_LL
CD>-- W��CWWWWW
(<I>�
C] In MLi W 3=d Cr Cr �Cr of
4A 1& �'�
A/C UNIT
F— M
(SEE MFR DATA)
ROOF LEVEL
PREFAB. STEEL CURB
N
#1 S' O.C. TOP 4 BOT.
,--
`-r (14 GA. - SEE MANUF.
--SEE PLA
40 C
WI SIGN CRITERIA.
p-
ASCE1 -10, = 115 MN
Of
W Uj
1-1.00
o � a � U- �
MEAN ROOF NT -- 50' -0'
Z JQ-- -UMrrM
W C�InU - W F--
c�
1300F TOP A/C UNIT
ANCHORAGE TO 13001=
w
Ln
BOLTS - ONE EA. CORNER,
BAL. 'a 12' O.C. MAX. ALL AROUND.
(COORD. W /EQUIP. MANUF)
144 "�x2 -1/2' EMBED 'TAPCON'
CONCRETE SCREWS. (0 0 EA.
CORNER, BALANCE 12' O.C. IN
BETWEEN.
3' -0 3' -6" 3' -6'
14' -0"
24 PILE CAP.
28' THICK
F'c = 5000 P51 GONG.
FILLED
AROUND
RCAST PILES
1 -1/2" x 22 GA. CORR.
GALV. METAL DECK
WITH 5/S"0 WELDS @ 12"
O.C. (TO STEEL TUBES)
4 WELDED SIDE LAP
CONNECTIONS a 16'
O.G. MAX VERTICALLY
2x "A'
X
Q
Q =d-
1
SCHED. 2
FTG. RE INF.
TOP 4 BOT. BENT BARS
SAME AS SCHEDULED SCHED.
RE INF. FTG. RE INF.
TIP. STEPPED FOOTING DETAIL
(4)-3/4'0 THRU -BOLT
0
N
I
i
3'x3'x0.219' ALUM. TUBES
a 4a' O.G.
n,
2nd FLOOR -'
cal
3116" THICK PERFORATE '
ALUM. PANELS,
0
3'x5'x1/4" ALUM.
TUBES @ 24' O.C.
A�-
�I 3116' THICK PERFORATE
ALUM. PANELS,
M •.
S'xa' CONC. CAP
CONT.
a' MASONRY WALL
W /5V Q 24' O.C.
IN GROUTED CELLS
WWI
•
9 °
• ° i .° •,
3 'x3'x0.219' ALUM. TUBES
Q 48' O.C.
2nd FLOOR
3116' THICK PERFORATE
HILTI 'KWIK BOLT 3' ALUM. PANELS,
5/8'x51/2' EMBED
ST. STL WEDGE A BOLT
3/4'06' EMBED. ST. STL
WEDGE A BOLT
4'x4'x1/4'xO' -3' LONG
W/ 3/4'� ST. STL BOX BOLT
/4'x4'x1/4'x0' -3' LONG
W/ 3/4'0 ST. STL BOX BOLT
/3/4'6' EMBED. ST. STL
WEDGE A BOLT
/ 6' CONC. SLAB
a' T.G.
W /1 -#5 CONT.
WF -30
SECTION 8
SCALE: t-2' 5-10
3116' THICK PERFORATE
ALUM. PANELS,
• r
3116' THICK PERFORATED ALUM.
PANELS, SEE ARCH. FOR ALL DIM. 4
DETAILS. SCREW TO V T S W/
112 -14 (UPFH) ST. STL COUNTER SUNK TEK
SCREWS (FLAT HEAD , 1 @ 4' FRO
EDGE BAL. 'a 10" O.C. MAX.
VERTICALLY.
ROUND HOLE IN TUBE - MIN. SIZE
WF -36 ENOUGH TO INSTALL THE A. BOLT
° COORD. TO CLEAR THE ALUM
SECTION SCREEN SCREW PATTERN.
scALt =: +-,' • t'-m' S -im SHIMS OR WASHERS AS MAY BE
REQUIRED FOR FULL TUBE
fl
NOTE: VERTICAL POSTS SHALL BE COORD. CONTACT WITH CONC. BEAM
W/ PC JOIST LOCATIONS 0 SPACING.
SEE STRUCT. PLAN 4 PC JOISTS SHOP DWGS.
4' -(0
OR 5' -6' OR 5' -6'
21/,21 21/2'
3/4' THICK BASE 1`2
' I (12' OR 16" PC JSTS)
(20' PC JSTS)
H55 4 "x4'x3/8' VERT. RTU SCREEN - PLAN VIEW
4 HORIZ. TUBES.
121/2'
TAPERED SHIMS —/ 0�2(2)-3/4'OTHRU15OLT5 L 4'x4'x3/8'xl' -2' LONG
(10' APART)
RTU SCREEN SECTION
RTU SCREEN DETAILS (NTS)
HILTI 'KWIK BOLT
5/8'61/2' EMBED ST.
STL WEDGE A BOLT W/
WASHER.
E
. °
HILTI 'KWIK BOLT 3'
5/8 'ox51/2' EMBED
ST. STL WEDGE A BOLT
BOT. $ MID HT CONN.
TO BLOCK WALL
HILTI 'KWIK BOLT 3'
5/8'x51/2' EMBED ST.
STL WEDGE A BOLT
FILL CELL SOLID
W.CONC.
6' GONG. SLAB
01-01
•
°
• SEE PLAN FOR FTG
4 44 • 4
°
5E CT I ON C
3'x3 "x0.219' ALUM. TUBES (T6005 MIN.) Q 45' O.G.
(SEE ARCH. FOR DETAILED LAYOUT ALONG EXT. WALL)
2nd - 3rd - 4th LEVELS
EQ. 20 PC JT
EQ. -
HILTI "KWIK BOLT 3'
5/8 '0x51/2' EMBED
ST. STL WEDGE A BOLT
ST. STL SHIMS OR WASHERS AS REQ'D
TO BRIDGE POSSIBLE GAPS BETWEEN
VERT. TUBE B GONG.
TYPICAL SECTION a EXT.
ALUM. CLADDING WALL.
ROOF AC SCREEN 8 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 HAVE ALL THE EXACT
LOCATIONS OF THEE ROOF PC JOISTS (FROM THE
PC- JOISTS MANUF. / DESIGNED COMP.
(4) -3/4'� THRU -BOLT
WINDOW WASHING POST
5/8'x1' -O" LONG x - -- WIDE
(PENDING ON PC JT WIDTH)
Ta
L 4 'x4'x3 /8'x1' -0'
(2) -3/4'0 THRU -BOLTS
(9' APART)
WINDOW WA5HING CABLE POST
11 Y OF SOU P 1�1�
BUILDING
cTR.UCTURAL ScCT10I`t
r js�)-
NOTE-
ALL REV1510N5 CLOUDED CD ARE Q
ALL DIMENSIONS HAVE BEEN COORD.
W/ ARCH. IG.G. TO YERIFT)
GDK JOB #:K12.059
G.D. Klieger, Inc.
Consulting Structural Engineers
• 1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EB 0004821 EMAIL• gkliegerOatt.net
A
Design Services
For The Built
Environment
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
G R E S H A M
SMITH AND
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
IB26000797/LC26000381
G.D. Klieger, Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EMAIL: gklieger®att.net
No. - Date - Revision
Ol
.
ADDENDUM #1
(<I>�
A>�
F— M
14 o
#1 S' O.C. TOP 4 BOT.
p
40 C
cL
p-
o
.a.
I
O
�
c�
3' -0 3' -6" 3' -6'
14' -0"
24 PILE CAP.
28' THICK
F'c = 5000 P51 GONG.
FILLED
AROUND
RCAST PILES
1 -1/2" x 22 GA. CORR.
GALV. METAL DECK
WITH 5/S"0 WELDS @ 12"
O.C. (TO STEEL TUBES)
4 WELDED SIDE LAP
CONNECTIONS a 16'
O.G. MAX VERTICALLY
2x "A'
X
Q
Q =d-
1
SCHED. 2
FTG. RE INF.
TOP 4 BOT. BENT BARS
SAME AS SCHEDULED SCHED.
RE INF. FTG. RE INF.
TIP. STEPPED FOOTING DETAIL
(4)-3/4'0 THRU -BOLT
0
N
I
i
3'x3'x0.219' ALUM. TUBES
a 4a' O.G.
n,
2nd FLOOR -'
cal
3116" THICK PERFORATE '
ALUM. PANELS,
0
3'x5'x1/4" ALUM.
TUBES @ 24' O.C.
A�-
�I 3116' THICK PERFORATE
ALUM. PANELS,
M •.
S'xa' CONC. CAP
CONT.
a' MASONRY WALL
W /5V Q 24' O.C.
IN GROUTED CELLS
WWI
•
9 °
• ° i .° •,
3 'x3'x0.219' ALUM. TUBES
Q 48' O.C.
2nd FLOOR
3116' THICK PERFORATE
HILTI 'KWIK BOLT 3' ALUM. PANELS,
5/8'x51/2' EMBED
ST. STL WEDGE A BOLT
3/4'06' EMBED. ST. STL
WEDGE A BOLT
4'x4'x1/4'xO' -3' LONG
W/ 3/4'� ST. STL BOX BOLT
/4'x4'x1/4'x0' -3' LONG
W/ 3/4'0 ST. STL BOX BOLT
/3/4'6' EMBED. ST. STL
WEDGE A BOLT
/ 6' CONC. SLAB
a' T.G.
W /1 -#5 CONT.
WF -30
SECTION 8
SCALE: t-2' 5-10
3116' THICK PERFORATE
ALUM. PANELS,
• r
3116' THICK PERFORATED ALUM.
PANELS, SEE ARCH. FOR ALL DIM. 4
DETAILS. SCREW TO V T S W/
112 -14 (UPFH) ST. STL COUNTER SUNK TEK
SCREWS (FLAT HEAD , 1 @ 4' FRO
EDGE BAL. 'a 10" O.C. MAX.
VERTICALLY.
ROUND HOLE IN TUBE - MIN. SIZE
WF -36 ENOUGH TO INSTALL THE A. BOLT
° COORD. TO CLEAR THE ALUM
SECTION SCREEN SCREW PATTERN.
scALt =: +-,' • t'-m' S -im SHIMS OR WASHERS AS MAY BE
REQUIRED FOR FULL TUBE
fl
NOTE: VERTICAL POSTS SHALL BE COORD. CONTACT WITH CONC. BEAM
W/ PC JOIST LOCATIONS 0 SPACING.
SEE STRUCT. PLAN 4 PC JOISTS SHOP DWGS.
4' -(0
OR 5' -6' OR 5' -6'
21/,21 21/2'
3/4' THICK BASE 1`2
' I (12' OR 16" PC JSTS)
(20' PC JSTS)
H55 4 "x4'x3/8' VERT. RTU SCREEN - PLAN VIEW
4 HORIZ. TUBES.
121/2'
TAPERED SHIMS —/ 0�2(2)-3/4'OTHRU15OLT5 L 4'x4'x3/8'xl' -2' LONG
(10' APART)
RTU SCREEN SECTION
RTU SCREEN DETAILS (NTS)
HILTI 'KWIK BOLT
5/8'61/2' EMBED ST.
STL WEDGE A BOLT W/
WASHER.
E
. °
HILTI 'KWIK BOLT 3'
5/8 'ox51/2' EMBED
ST. STL WEDGE A BOLT
BOT. $ MID HT CONN.
TO BLOCK WALL
HILTI 'KWIK BOLT 3'
5/8'x51/2' EMBED ST.
STL WEDGE A BOLT
FILL CELL SOLID
W.CONC.
6' GONG. SLAB
01-01
•
°
• SEE PLAN FOR FTG
4 44 • 4
°
5E CT I ON C
3'x3 "x0.219' ALUM. TUBES (T6005 MIN.) Q 45' O.G.
(SEE ARCH. FOR DETAILED LAYOUT ALONG EXT. WALL)
2nd - 3rd - 4th LEVELS
EQ. 20 PC JT
EQ. -
HILTI "KWIK BOLT 3'
5/8 '0x51/2' EMBED
ST. STL WEDGE A BOLT
ST. STL SHIMS OR WASHERS AS REQ'D
TO BRIDGE POSSIBLE GAPS BETWEEN
VERT. TUBE B GONG.
TYPICAL SECTION a EXT.
ALUM. CLADDING WALL.
ROOF AC SCREEN 8 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 HAVE ALL THE EXACT
LOCATIONS OF THEE ROOF PC JOISTS (FROM THE
PC- JOISTS MANUF. / DESIGNED COMP.
(4) -3/4'� THRU -BOLT
WINDOW WASHING POST
5/8'x1' -O" LONG x - -- WIDE
(PENDING ON PC JT WIDTH)
Ta
L 4 'x4'x3 /8'x1' -0'
(2) -3/4'0 THRU -BOLTS
(9' APART)
WINDOW WA5HING CABLE POST
11 Y OF SOU P 1�1�
BUILDING
cTR.UCTURAL ScCT10I`t
r js�)-
NOTE-
ALL REV1510N5 CLOUDED CD ARE Q
ALL DIMENSIONS HAVE BEEN COORD.
W/ ARCH. IG.G. TO YERIFT)
GDK JOB #:K12.059
G.D. Klieger, Inc.
Consulting Structural Engineers
• 1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EB 0004821 EMAIL• gkliegerOatt.net
A
Design Services
For The Built
Environment
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
G R E S H A M
SMITH AND
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
IB26000797/LC26000381
G.D. Klieger, Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EMAIL: gklieger®att.net
C X.. D
C W 0
GERSHON KLIEGER, PE
(FL. PE 38109) "'
MAR 2 9 7013
REVISION
No. - Date - Revision
Ol
.
ADDENDUM #1
%A
•�
F— M
14 o
p
40 C
Lo
C X.. D
C W 0
GERSHON KLIEGER, PE
(FL. PE 38109) "'
MAR 2 9 7013
REVISION
No. - Date - Revision
Ol
2/01/2013
ADDENDUM #1
3/15/2013
BD COMMENTS RESP
SECTIONS & DETAILS
FILE: K- 12059- S- 10.dwg
PROJECT: 29080.00
DATE: 12/14/2012