13-96 (3)-0822-:
__j ___j _j __j --- i
fjy
(D C-D L� L L_ L_ ,
LL =C LLJ LIJ U-1 LIj LLj
Ci
LL R�, LL LL Lr LL a I
W
t r L -J
) p_1 V) L� (I -
Y) 0 J) W f"
10
SECTION
SCALE: 11-01
C7,0W, 1//11 `)A\W CLIT
TOOLED) JOINT /\'I'
WATERFRO(IFED L A 5
��ELTION) ( -)ICI ONE PAC IF- OF
FE-VEI` T F)C", JOIST ('r__IJLL 5PAIN),
EX :EPTIC)N: AT `11 FIC JU)15TS
21_(011, CLIT JCINT EVIEF;'11,
mI
II -1 A X.
SECTION
SCALE: 1'-0'
COINIT, 114'' �-_)ALU CUT (C -Try TOO L FE D) � C,:. )
JOINT, CLIT WIIEEN GUNC, l�') LE5�' T1711AT
F C ALILK INIC -i
IOLRE) OL-D) FILL , WITI
Al ,
l_JA�Fl
i, \ :) , / A
" IU r' AjIP
F)EE T
, E)/-\R--,'IEF��
15 _011
W/6,LL FEIN4
CON T, 114" �aAW CUT (OF�
T
--IL_4VY
?0 FIC IJT
2 P I
111211 F)OLATICN JT.
3
C) 6 1_1_00H,
2 -12 PC JT
SECTION 2
SCALE: 112' = 1'-0'
---------------
-
------- - -------------
---- - -- -- --
r
N A X
V------- --
4 -3/4' SLAB 2nd FLOOR
4
L(b'x4'x30x0'-(o' (L.L.V. PC JST. 3/4' EXAM BOLT
W/W-3/4' 1) IAM. WEDGE A BOLT
x 4-1/2' LONG TO CONC. DECK
L6'x4'x318'x0'-6' (L.L.V.)
L 4'x4'x3/8' L 4'x4'x3/6' W/(1) -3/4' DIAM. WEDGE A BOLT
DIAGONAL. x 4-1/2' LONG TO CONC. PECK
TYP. HANGER COW TO coNc
L6'x4'x1/4'x0'-4' CLIP L (LI.Y.)
FULLY WELDED TO fe.
3/4' THICK BASE PLATE SIRE CEILING
T
E
43/4 D
"
A
B
OORP.
/E P. P.
OP PL TE EQUIPMENT PLATE BOLTED TO �r)
AND ANCHORS.
PLATE ABOVE CEILING, SEE
EQUIPMENT DATA SHEET.
----- ------- ------
--------------
T'rF L CC%ECTICND TIC CELINe, ----------------- - ----- -
TCF 1l lr-_1J.
L 4'x4'x3/8'
DIAGONAL.
1NJEGT0fR H,4NGEIR
A
2' -01
SECTION
SCALE: 112' 1'-0'
r
N A — A
E(
L-6 x 41 x3 /8 BACK
I BACK
- - -------
a
I' TAI
. .....
14: V, 2 _I 0,C ,, I N
F==
_)RILL 11\1 CI --)(JX1` (41-11
M
U
ErIE INTO L-511, AL-30VE
�N
fll
A
•
--
-----------
U 12 - R)f 4 IF)C
L
2 - ` 3 HT,
3 TIF5,
(A
A L, j 12 O.C.-
2 Lo
2-:
__j ___j _j __j --- i
fjy
(D C-D L� L L_ L_ ,
LL =C LLJ LIJ U-1 LIj LLj
Ci
LL R�, LL LL Lr LL a I
W
t r L -J
) p_1 V) L� (I -
Y) 0 J) W f"
10
SECTION
SCALE: 11-01
C7,0W, 1//11 `)A\W CLIT
TOOLED) JOINT /\'I'
WATERFRO(IFED L A 5
��ELTION) ( -)ICI ONE PAC IF- OF
FE-VEI` T F)C", JOIST ('r__IJLL 5PAIN),
EX :EPTIC)N: AT `11 FIC JU)15TS
21_(011, CLIT JCINT EVIEF;'11,
mI
II -1 A X.
SECTION
SCALE: 1'-0'
COINIT, 114'' �-_)ALU CUT (C -Try TOO L FE D) � C,:. )
JOINT, CLIT WIIEEN GUNC, l�') LE5�' T1711AT
F C ALILK INIC -i
IOLRE) OL-D) FILL , WITI
Al ,
l_JA�Fl
i, \ :) , / A
" IU r' AjIP
F)EE T
, E)/-\R--,'IEF��
15 _011
W/6,LL FEIN4
CON T, 114" �aAW CUT (OF�
T
--IL_4VY
?0 FIC IJT
2 P I
111211 F)OLATICN JT.
3
C) 6 1_1_00H,
2 -12 PC JT
SECTION 2
SCALE: 112' = 1'-0'
---------------
-
------- - -------------
---- - -- -- --
r
N A X
V------- --
4 -3/4' SLAB 2nd FLOOR
4
L(b'x4'x30x0'-(o' (L.L.V. PC JST. 3/4' EXAM BOLT
W/W-3/4' 1) IAM. WEDGE A BOLT
x 4-1/2' LONG TO CONC. DECK
L6'x4'x318'x0'-6' (L.L.V.)
L 4'x4'x3/8' L 4'x4'x3/6' W/(1) -3/4' DIAM. WEDGE A BOLT
DIAGONAL. x 4-1/2' LONG TO CONC. PECK
TYP. HANGER COW TO coNc
L6'x4'x1/4'x0'-4' CLIP L (LI.Y.)
FULLY WELDED TO fe.
3/4' THICK BASE PLATE SIRE CEILING
T
E
43/4 D
"
A
B
OORP.
/E P. P.
OP PL TE EQUIPMENT PLATE BOLTED TO �r)
AND ANCHORS.
PLATE ABOVE CEILING, SEE
EQUIPMENT DATA SHEET.
----- ------- ------
--------------
T'rF L CC%ECTICND TIC CELINe, ----------------- - ----- -
TCF 1l lr-_1J.
L 4'x4'x3/8'
DIAGONAL.
1NJEGT0fR H,4NGEIR
A
2' -01
SECTION
SCALE: 112' 1'-0'
r
N A — A
E(
L-6 x 41 x3 /8 BACK
I BACK
F),
�TIFFENER
PLA-1-E
(10) (4 HOLES
/X-- FOR 00) 1110 X 311 HILTI
E[DOX, 1' 4, GOORI),
TO GLE-ArR COLUPIN
3/zl-"(/) HOLLS IN EACH
ANGLE, DEBIJRRED AND/OR BEVELED
N OT E
AI_ L '-.)'II�UCTIJRAL '_;_I EEL 1O BE GALVANIZED
5,4f;Pf;ZEf;P, C,45LE5 ENID 4NC140F�
SCALE: NT5
%- _K
LLJ
Ci
1_, ; I C', T 10 \1 E), — I
0
+
>ricll F L
2 - 1/�
0 T C) 1 1 1
1- 1F-I`0
1
FC)R 4LL IFPEINIPCi r SDI IT
- - -------
a
I' TAI
. .....
14: V, 2 _I 0,C ,, I N
F==
_)RILL 11\1 CI --)(JX1` (41-11
U
ErIE INTO L-511, AL-30VE
�N
V)
L -.1
A
•
--
-----------
U 12 - R)f 4 IF)C
2 - ` 3 HT,
3 TIF5,
IT
A L, j 12 O.C.-
2 Lo
U)
F),
�TIFFENER
PLA-1-E
(10) (4 HOLES
/X-- FOR 00) 1110 X 311 HILTI
E[DOX, 1' 4, GOORI),
TO GLE-ArR COLUPIN
3/zl-"(/) HOLLS IN EACH
ANGLE, DEBIJRRED AND/OR BEVELED
N OT E
AI_ L '-.)'II�UCTIJRAL '_;_I EEL 1O BE GALVANIZED
5,4f;Pf;ZEf;P, C,45LE5 ENID 4NC140F�
SCALE: NT5
%- _K
LLJ
Ci
1_, ; I C', T 10 \1 E), — I
0
+
>ricll F L
2 - 1/�
0 T C) 1 1 1
1- 1F-I`0
1
FC)R 4LL IFPEINIPCi r SDI IT
kl,c�,5 2, lx x j1 11 DTI C, 3L.
Lil /2,,Ix,3 11X
W.(4)= 411qx(�)11 LC. N/- F_-DED
IF
I I I I j-
SECTION
SCALE: 112' F -0'
+0 011
4' �I_A\1]5
SECTION
SCALE: 1'-0'
12)
NOTE:
ALL REV15ION5 CLOUDED ARE
115
GDK J013#:KJ2Z53
G.D. Klieger, Inc.
Consulting Structural Engineers
® 1909 Harrison St., Suite 204
Hollywood, Florida 33020-5017
Phone. (954) 923-2111
EO
EH 0004621 EMAIL: gkliegerVatt.net
Design
For Th
Enviro
Atlanta a
C i n c i
C o I u m b u
Fort Lau
Knoxville
Jacksonville
Memphis
R 1 c h In o n
G R E S
S M I T H
P A R T
6030 Holly
Suit(
Hollywood, F
954.9E
FIRM'S
CERT
AAPOOOO't
132600079;,
G. D. Kh
Consulting Str
1909 Harriso:
Hollywood, Fl(
Phone: (9ff
EMAIL: gkliegei
SECTIONS & DETAILS
dIlo
MDR
M
V` VL K-12059-S-7.1 dwg
P TR 0 J � (CT 29080.00
- - -------
a
kl,c�,5 2, lx x j1 11 DTI C, 3L.
Lil /2,,Ix,3 11X
W.(4)= 411qx(�)11 LC. N/- F_-DED
IF
I I I I j-
SECTION
SCALE: 112' F -0'
+0 011
4' �I_A\1]5
SECTION
SCALE: 1'-0'
12)
NOTE:
ALL REV15ION5 CLOUDED ARE
115
GDK J013#:KJ2Z53
G.D. Klieger, Inc.
Consulting Structural Engineers
® 1909 Harrison St., Suite 204
Hollywood, Florida 33020-5017
Phone. (954) 923-2111
EO
EH 0004621 EMAIL: gkliegerVatt.net
Design
For Th
Enviro
Atlanta a
C i n c i
C o I u m b u
Fort Lau
Knoxville
Jacksonville
Memphis
R 1 c h In o n
G R E S
S M I T H
P A R T
6030 Holly
Suit(
Hollywood, F
954.9E
FIRM'S
CERT
AAPOOOO't
132600079;,
G. D. Kh
Consulting Str
1909 Harriso:
Hollywood, Fl(
Phone: (9ff
EMAIL: gkliegei
SECTIONS & DETAILS
dIlo
MDR
M
V` VL K-12059-S-7.1 dwg
P TR 0 J � (CT 29080.00
- - -------
-FILL JOINT 50L-ID W/
I' TAI
. .....
14: V, 2 _I 0,C ,, I N
F==
_)RILL 11\1 CI --)(JX1` (41-11
ErIE INTO L-511, AL-30VE
12 "x1 6 U)E_I`1
•
--
-----------
U 12 - R)f 4 IF)C
2 - ` 3 HT,
3 TIF5,
A L, j 12 O.C.-
kl,c�,5 2, lx x j1 11 DTI C, 3L.
Lil /2,,Ix,3 11X
W.(4)= 411qx(�)11 LC. N/- F_-DED
IF
I I I I j-
SECTION
SCALE: 112' F -0'
+0 011
4' �I_A\1]5
SECTION
SCALE: 1'-0'
12)
NOTE:
ALL REV15ION5 CLOUDED ARE
115
GDK J013#:KJ2Z53
G.D. Klieger, Inc.
Consulting Structural Engineers
® 1909 Harrison St., Suite 204
Hollywood, Florida 33020-5017
Phone. (954) 923-2111
EO
EH 0004621 EMAIL: gkliegerVatt.net
Design
For Th
Enviro
Atlanta a
C i n c i
C o I u m b u
Fort Lau
Knoxville
Jacksonville
Memphis
R 1 c h In o n
G R E S
S M I T H
P A R T
6030 Holly
Suit(
Hollywood, F
954.9E
FIRM'S
CERT
AAPOOOO't
132600079;,
G. D. Kh
Consulting Str
1909 Harriso:
Hollywood, Fl(
Phone: (9ff
EMAIL: gkliegei
SECTIONS & DETAILS
dIlo
MDR
M
V` VL K-12059-S-7.1 dwg
P TR 0 J � (CT 29080.00