Creek St. Plaza A Bldg Tilt up dwgBRPGEIYPE'. BWkEiO: NJ.flFW: l Il
MACE LOBD: OFACN.W WRp'
LITTLE G FF 2 14.63' 7.50'
2953 lbs. I
1514 lbs.
O
NOTEI THE aRACES ARE DE I NED FM ATTACHMENT ATTW OF R-0OR
SLAB ELEVATION UNILESs
NOTED
OTHERWISE. SEE MEA09W&URKE BRACING GENERAL N TES FOR FLOOR SIAS DESIGN REQUIREMENTS,
OPP. HAND
12
1 20'-11 Y4"
1'_11" 5' -9" 5' -9"
3' -7' 5' -3"
BRACE _ BRACE'' -
Super -Lift III Insert
fTvpip l U.N.O.) -\ �q
3/4" 0 B -75 Wall
SmIw Insert (Tw.)
314" DEEP REVEAL TYPICAL ALL
PANELS UNLESS NOTED OTHERWISE.
SEE COWRACT DRAWINGS FOR SIZE
AND LOCATION. -
U b
n M
a
SKEW BRACE TO FLOOR SLAB
MAX. HORIZONTAL BRACE SKEW = e'
P AND FLOOR BRACE ANCHOR MUST BE
1' -D' MINIMUM FROM EDGE OF SLAB
I
_ f_F
.94 _
18' 1 1 1 5.69 5.69'
MeadOWBurke wx'. Dsr: CM a AAEx vowNr'. WEBIIR.
10.48' 11.64' 13.86' 13.7 K 186.4 SF 4.2 CY - 16.29 K
CIY.9 DAAWN BV: DAR: I ME, JDBI BNFET OF.
Engineering LKM 8!2912007 CREEK STREET PLAZA - BLDG A SAC8952SEA I
BR.ILEN: M].flFO'0: L: X:
BRM5'31 OG1;8lM
LITTL
LITTLE G
FF 2 14.63' 7.50'
2531 Ibs. 12981bs.
2
6
7
11
I
20' -11 Y2" _
r'
4_1_
5,_9,•
f 5•_q•' T•
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3'_3"
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- - BRACE
�I
e
lh
e
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i
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u
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_
1' -11 W
)TA R Q'D ERECTION
REINFORCING
TOTAL REVD ERECTION REINFORCING
# 5 e x FULL HT
GRADE 60
N 5 e z FULL HT GRADE 60
(2 ) I' CLEAR
BOTTOM FACE 101
(21 1" CLEAR BOTTOM FACE I U 1
( 2 ) 1 i/6" CLEAR
TOP FACE 1 O 1
(21 1 1/6" CLEAR TOP FACE 101
ESTIMATED QUANTITY
TO ADD
ESTIMATED QUANTITY TO ADD - -�
MINIMUM SLING LENGTHS:
MAJOR SPREADER BAR:
LER MINOR SPREADER BAR: I RIGHT MINORSPREADER BAR'
SEFEPfCUL ORRILB
ON SNER.
MNOP:
LmERMINDR
UPPERMINOR'.
LH: W:
LPi:
Pi: lR: Pi:
18'
5.68' 5.68'
MeadowBurke
cm
10.48'
M.
11.65'
LLr'
13.86'
P
13.7 K
IAEM1 +°LONE:
186.1 SF 4.2 CY
wEIDN1:
16.26
K
cxx0 r:
DEAwx Br
MTF:
nm
mB B.
SHEET
OP
Engineering
LKM
8/29/2007
CREEK STREET PLAZA - BLDG A
SAC8952SEA
2.
BF.ICETPf: MWEM:NOBEO'D.L:
N: BRIEL0A0: DEADM/NLWL'.
LITTLE G
FF 2 16.43'
8.50' 35171bs.
18201bs.
3
4
5
8
4
20' -11 N'
11
9
3' -2'
3' -T
BRACE
BRACE
e
e
L
N
a
a
e
.
a
N
i N
-I
P
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_
17' -0"
11
1' -11 %"
OTAL
R ERECTION
REINFORCING
TAL REQ'D ERECTION
REINFORCING
M 50z
FULLHT
GRADE 60
p50N FULL HT.
GRAOE60
(3) 1-CLEAR
BOTTOM
FACE 101
(3) 1 "CLEAR BOTTOM FACE
101
( 2 ) 1
118" CLEAR
TOP FACE 1 D 1
(2) 11/6' CLEAR
TOP FACE
101
ESTIMATED
QUANTITY TO ADD �
ESTIMATED QUANTITY TO ADD
—
MINIMUM SLING LENGTHS:
MAJOR SPREADER BAR:
LEFT MINOR SPREADER BAR:
RIGHT MINOR SPREADER BAR
SEESPECIALDfTALSON5HEET.
MNOR:
LDWFAMINOR: UPPERMWM:
LIT, U.
ITT:
Ri:
lR:
RT.
14'
I 6.23' 6.23'
MeadowBurke
ccx'.
ccr:
DLr'.
P:
AREA:
ROLUME:
wEIB "`
10.48'
13.92'
16.10'
20.4 K
269.9 SF
6.0 CY
23.61
K
7HU
cxRO r:
wuwx rv:
DNTf:
nnE:
JIIBA
SHED:
OR
Engineering
LKM
8/29/2007
CREEK STREET PLAZA- BLDG A
SAC8952SEA
3
BMCEnPE BRBCEro:RUll L: x "399 o: BMBMw LBRB:
LITTLE G FF 2 14.63' 7.50' 1bs. 1543 Ibs. 13
21' -4„ J
5' -11" 5-11"
I--1- 1
S -4"
E
BRACE BRAC
74 �I
1II�
e e
aFF _ .94
OTAL REQ'D ERECTION REINFORCING q50 FULL HT GRADE 60
p s 0 FULL HT GRADE 80 r c L V eI FAa BOTTOM FACE 101
( EAR BOTTOM FACE 101 (21 1 118" CLEAR TOP FACE 101
f 2) 1 1/B" DLEAR TOP FACE 101 ESTIMATED QUANTITY TO ADD 1
ESTIMATED QUANTITY
MINIMUMSLING LFNGTi$: MAJOR SPREADER BAR', LEFT MINOF SPREADER BAR: RIGHT MINOR SPREADER BAR: SFF $PECIAIDERNl40N SRFV.
IFI LOWFRMIWR UPPER MIIAP: Lfi: RT: LFf: Ri; Ifi: Ni:
18' 1 5.78' 5.78'
MeadowBurke CM C- cLr. a ARM M WERIW:
10.66' 11.67' 13.86' 13.9 K 188.7 SF 16.49 K
cxRV r oBnwx er: BATE: int[ RREEr. oP
Engineering LKM 8/29/2007 CREEK STREE PLAZA -BLDG2SEA Q
ONCE APE.
LITTLE G
3'_ 2'
BRACE
REVD. L % BWELM
2 15.32' 8.00' 3740lbs.
F8}7p
bs.
a'�- 3
3'_ 2"
RRNCE
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II
II
II
II
IF
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a
14
a
FF
94
21' 6.16' 1 6.16'
MeedowBurke WX: G P N A WWME: WFI63
10.49' 10.46' 12.71' 31.7 K 439.3 SF 9.8 CY 38.42 K
CXMO oMwx BY: CATE: TRE: Jpe •. sxEFT: OF'.
Englneering LKM 8/29/2007 CREEK STREET PLAZA - BLDG A SALS952SEA $
BMCFN: NO. REOD: L %: BRACE LOAD: OFILMxH LWD'
OrtxCE ttPE.
FF
2 15.32' 8.00' 3832 It: 20021bs.
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LITTLEG
4' -5"
_I
5- _4,
5._4..
BRACE
BRACE
T
I
I
II
I
-
�
II
I,
f0
II
II
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II
II
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-
,I
II
II
II
I
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SKEW BRACE TO FLOOR SLAB II
MAX HORIZONTAL BRACE SKEW = C
II
u b
II
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II
1' -0 "MINIMUM FROM EDGE OF SLAB. II
a
II
II
II
„
II
II
II
II
II
II
II
II
71" II
4
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.94
MINIMUM SLING LENGTHS:
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AMOR, LMRAVMCR: UPPFRMINOR:
If0 RT: LB: IM' lA:
Ri
21.
6.32' 6.32'
MeadowBurke
°G" RD"' P ARM
10.74' 10.48' 12.71' 32.4 K 450.2 SF
VOLUME: WEIRMT:
10.0 CY 39.35 K
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JaNA s G RP
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Engineering
LKM 8/29/2007 CREEK STREET PLAZA - BLDG A
SAC8952SEA
BRBCE TM I Na RECD: 4 x - BWELDM: DENDMYI
BRACE FF 2 22.00' 11.81' 37791bs. 1 20291bs.
-
20' -11 %"
4'L
5'_z -r'
BRACE
L
4 -4 W
5' -z'
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NOTE: MINIMUM ALLOWABLE
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T
-
v
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II
I I
.I II
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2
II
6
I
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N
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.94 _
24' 6.15' 1 6.15'
MeadowBurke Wk OY' 0.Y P: MEA V uw WWW
10.44' 12.94' 15.40' 27.7 K 496.3 SF 8.4 CY 32.94 K
MWc! Y: OMWN V. DNre I n ew r. sxar. a.
Engineering LKM 8/29/2007 CREEK STREET PLAZA - BLDG A SAL8952SEA
P
NOTE: WHILE PANEL IS ON CASTING BED
PROVIDE SUPPORT AT BOTTOM END OF
BRACES DUE TO ROOF LEDGER. OR
INSTALL BRACES AFTER PANEL IS
ERECTED TO VERTICAL POSITION.
e e
_
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P
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II
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I I
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6
I
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MeadowBurke Wk OY' 0.Y P: MEA V uw WWW
10.44' 12.94' 15.40' 27.7 K 496.3 SF 8.4 CY 32.94 K
MWc! Y: OMWN V. DNre I n ew r. sxar. a.
Engineering LKM 8/29/2007 CREEK STREET PLAZA - BLDG A SAL8952SEA
BRALET°. X°.2 0 L M: XRPL.
BRACE FF 2 22.00 11.81' 3775ELWA'1bs.
KIWWA
4f`—
6.14' 6.14'
4-3
MeadowBurke
Engineering
C°
53
1 0.oR'
94'
r"15
I
3R 2. .90 K
waxuEx
Ei1XU
Kx wx xr
°1' n2rt.:
8/29/2007
mE '
CREEK STREET PLAZA - BLDG A
+°e r.
SAC8952SEA
E r
oE :
BRACE
BRACE
NnE
OWABLE
VERT
CAL BRACE ELEVATION ON
THIS PANEL
REQUIRES
BRACE INSERT
PLACEMENT ABOVE
ROOF
CONTRACTOR
MUSTATTACH
ADEQUATE STRUCTURAL
ROOF
CONNECTIONS
BEFORE
TEMPORARY WIND BRACING
REMOVAL.
-
NOTE
WHILE
PANEL IS
ON CASTING BED
PROVIDE
SUPPORT AT BOTTOM
END OF
BR <CES
DUE
TO ROOF LEDGER
OR
INSTALL
BRACES
AFTER
PANEL IS
ERECTED
TO
VERTICAL POSITION.
I -
I
II
II
I
I
II
� II
I
II
n
II
II
II
z II
PI
a
F
17 I
v
N
_ F_F _
94
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6.14' 6.14'
MeadowBurke
Engineering
C°
53
1 0.oR'
94'
r"15
7b K
3R 2. .90 K
waxuEx
Ei1XU
Kx wx xr
°1' n2rt.:
8/29/2007
mE '
CREEK STREET PLAZA - BLDG A
+°e r.
SAC8952SEA
E r
oE :
GRACE TIPS: BRACE TO: NA. RE D. C. X APPCFLBPA: OGOMANLOAN'.
LITREG FF 2 14.63' 7.50' 28521bs. I4631bs. I 18
�r2' -10" I 4' -0"
5'-0'
BRACE
11
11
1I
11
11
11
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I
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I
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L
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FF
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MeadowBurke BRX: BOY: CLr: P: PRFP: NOLBME. wMBxr:
10.42' 9.35' 12.77' 17.0 K 349.0 SF 5.9 c 23.15 K
cxN'O r: NRnwry ev: DATE DT" S EET 0e
Engineering LKM 8/29/2007 CREEK STREET PLAZA - BLDG A SAC8952SEA q
aACL>YPe aRrcB ro: NO. RE OD: L. a: BNCE LOAD: DEADMNI LDAD:
LITTLE G FF 2 14.63' 7.50' 30351bs. 155616s. 19
2,_11" i 5' -3"
�2' -8 M "+ 2' -1 V
4'_3,
BRACE
TOTAL REO'D ERECTION REINFORCIN
p50 12'A'LONG GRADE BO
(2) ' CLEAR BOTTOM FACE 121
ESTIMATED QUANTITY TO ADD �
-FF
.94
16' 5.57' 1 5.57'
COIF: GG: CLY: R aNE1: VOLOME WFIG2
MeadowBurke I 1 11' 9.79' 12.77' 16.4 K 322.1 SF 5.5 CY 21.35 K
C! Y: DRAWN BY: DATE: RIM JOB, SMER: CF.
Engineering LKM 8/29/2007 CREEK STREET PLAZA - BLDG A SAC8952SEA I D
II
II
II
I
II
II
h
I
II
II II
----- --- -- - - - -Ir
---
u
II
u
II
—
II
II
II
p
II
II
II
5 512' II
II
.} 11
I 2' -6' r 3' -4"
—
117-1
�I/1
TOTAL REO'D ERECTION REINFORCIN
p50 12'A'LONG GRADE BO
(2) ' CLEAR BOTTOM FACE 121
ESTIMATED QUANTITY TO ADD �
-FF
.94
16' 5.57' 1 5.57'
COIF: GG: CLY: R aNE1: VOLOME WFIG2
MeadowBurke I 1 11' 9.79' 12.77' 16.4 K 322.1 SF 5.5 CY 21.35 K
C! Y: DRAWN BY: DATE: RIM JOB, SMER: CF.
Engineering LKM 8/29/2007 CREEK STREET PLAZA - BLDG A SAC8952SEA I D
BRAGE➢ . BRACEM NO, L:
k BRACE L0.R0: OFADNAH LON):
LITEEG
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7.50' 2852Ibs. I 1463Ibs.
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_
4' -9"
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I
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I
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II
II
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II
II
52
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r
9' -10
3' -4"
MINIMBMSLING LENGRNS:
MAJOR SPREADER BAR:
LE" MINOR SPREADER BAR:
RIGMMINORSPREADER BAR:
BEEGEEGULGEiAILBNNS -F
MAIIXI:
LOKRNINDR
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LR: Rl:
Lit Ri'.
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5.69 5.69'
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10.39'
9.35'
12.77'
17.0 K
349.0 SF
5.9 CY
23.15 K
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BAn=.
nnE:
JGBr
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Engineering
LKM
8/29/2007
CREEK STREET PLAZA - BLDG A
SAC8952SFA
11
LITTLE G
a
r 7'- 11 W Ii 3 -4"
BOETI: RR. REtlo; � x mB39'O29: O&198 LOBO
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6.12' 6.12'
MeadowBurke
Engineering
WM LOY'
10.54' 10.90'
OXKO Y: DMWXBV; WiF'.
LKM 8/29/2007
R MW
12.98' 22.9 K 411.9 SF
TILE
CREEK STREET PLAZA - BLDG A
OWME
7.0 CY
JOB f.
SAC8952SEA
wEIpXT.
27.33 K
SN OF
17
12
LITTLE G I FF j'- 2 .I 14.84' 1 -7.50' I 3929 lbs. I 19851bs. I O
I
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6.27' 1 6.27'
_ F_F
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MeadowBurke °'
9.94' 1 11.37' 13.56' 21,4 K 1 385.0 SF 6.5 CY 25.55 K
J
r_4 ORAM BT. DAM TlI .q81. Y1Ell'. OF
Fnaine rina I - LM LKM 8/29/2007 CREEK STREET PLAZA - BLDG A SAC8952SEA 113
BRRLE ttpE. B EIO; MO.REO'D: L Y BRRDF LD.N: DERONAN LORD:
LITTLE G FF 2 14.63' 7.50' 28521b5. 14631b5. 23
5 4 %� 2— ,1__ i
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I
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II
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II
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II
II
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Engineering
LKM
8/29/2007
CREEK STREET PLAZA- BLDG A
SAC8952SEA
Ik
BBncE *o: W.RWD: is x
G FF 2 14.63' 7.50'
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Engineering
CO
10.58' 8.97'
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12.77'
"
17.7 K
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9.35'
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12.77'
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17.2 K
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6.0 CY
WEIDRT
23.45 K
DPND
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DATE.
nne.
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EOgineering
LKM
8/29/2007
CREEK STREET PLAZA - BLDG A
SAC8952SEA
Ib
BRACE I FF 12 1 22.00' 1 11.81'
26
4�
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GRACE
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MI.CEN xo.TO a BxBC[F�BD. DEAF
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LKM
8/29/2007
BR.TDFTWF:
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SUPER BRACE
Ff 2 22.00' 11.81' 17801bs. 9561bs.
28
NOTE MINIMUM ALLOWABLE VERTICAL BRACE ELEVATION ON
THIS PANEL REQUIRES BRACE INSERT PLACEMENT ABOVE
ROOF. TRN TORMU T ATTAICH ADEQUATE RAL
ROOF CONNECTIONS BEFORE TEMPORARY WIND BRACING
REMOVAL.
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INSTALL BRACES AFTER PANEL IG
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II II
II II
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MINIMUM SLING LENGTHS:
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RIGHT MINOR bPREApER BAR:
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L RMIBOR:
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24'
2.87' 2.87'
MeadowBurke
DIX
4.95'
C0Y
12.48'
OLY;
15.40'
P;
13.0 K
A M
246.4 SF
WUME
4.1 CY
WE6.
16.04 K
cxR'D v:
ORAWNBY:
DATE.
TITLE
BLDG A
mB A'.
SAC8952SEA
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Engineering
LKM
8/29/2007
CREEK STREET PLAZA -
—
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29
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II II
II II
II II
II II
II II
II II
II II
II II a
w
71
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MINIMUM SLING LENGTHS:
MAJOR SPREADER BAR'.
LEFTMINORSPREADERSAR: I RIGHT MINOR SPREADER BAR:
BFE BRECIAL DETALLBOx MEET.
MOOR:
LMRMINOR:
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LR. AT'. LR:
AT:
21'
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D
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MEA
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7.17'
10.47'
12.69'
21.7 K
302.4 SF
6.7 CY
26.24 K
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DATE I
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Engineering
LKM
8/29/2007 1
CREEK STREET PLAZA- BLDG A
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20
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28.98 K
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1
4�' 0"
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TOTAL REO'D ERECTION
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M 5 B x FULL HT.
GRAD 80
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FACE (01
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EM/ECETITYOADD
MAT QUANTITY TO ADD —ate
MINIMUM SLING LENGTHS:
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LEfLMINORSPREADERBAR:
RIGWMIMORSPREApER BAR:
BFf sPFDIRI ORNILBax sxFEi.
14'
LR: Ri:
4.19' 4.19'
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LD: RT:
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BRfA
VOL .
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7MU
7.98' 11.23'
13.52'
1 I.0 K
151.1 SF
3.4 CY
13.21 K
Engineering
CHN9 Y:
DR.IWN BM.
LKM
oPIF',
8/29/2007
TIRE.
CREEK STREET PLAZA- BLDG A
IOB i.
SAC8952SEA
MEET OF
22
SUPER BRACE TD 2 2200' 11.00' 2961bs. 5921bs. �422
BRACED TO OUTSIDE S CES TOONEOEADMAN
1.65' 1 7.50' 1 9.88' 1 3.3 K
FF
-9.00'
D1,R6,T
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49.6 SF 1.1 CY 4.34 K
LKM 8/29/2007 1 CREEK STREET PLAZA -BLDG A
UNft BMCIM.. AM. L % BMfiE LB.10: '2382' a+D'
SUPER BRACE TD 2 22.00' 11.00' 4761 lbs. 1bs. 33
BRACED TO OUTSIDE
23 -11 Y,"
2't 69" _.I 6'L.._9—_ -1.
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BRACE
4' 0 BI -75 Inve Wall race Insen 7q
:J 11 1
vFF
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-.06'
Wall
21'
1
1 1
6.36' 1 6.36'
1
1
1 ..
MeadowBurke
miff
CGS:
1 11.99'
G[
17.04'
pry
19.27'
V,
26.3 K
µ&: OWMF:
339.5 SF 7.6 CY
WEIGM
29.70 K
Engineering
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LKM
I DM
1 8/29/2007
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1 CREEK STREET PLAZA -OLDGA
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U WPE: TD 3 2200' 1099' 63601bs. 31761bs.
SUPER BRACE
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13'-7"
13 ' - T'
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THIS PANEL REQUIRES
CONCRETE STRENGTHS AT TIME OF LIFT
MIN MODULUS OF RUPTURE = 500 PSI
MIN. COMPRESSIVE STRENGTH = 2700 PSI
IAIOR SPREADER BAR: LER MINOR SPREADER BAR: RIGHT MINOR SPREADER BAR: GFE EPFGdLBFiRIW ON BHEfr.
12'79 12.79' VOWME MIGHT
24.00' 17.04' 19.27' 52.6 K 679.5 SF 15.2 CY 59.44 K
LKM 6/29/2007 CREEK STREET PLAZA - BLDG A SAC89525EA 2$
SUPER BRACE B..AN LM
TD 2 22.00' 1100' 13061bs 6541bs
BRACED TO OUTSIDE
�1 -I
I"
C B AC
e
a
e
e
2.15' ....2.15'
LR; ,
R6,T
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7'
4
b
WARNINGI CONT aCT R TO PROVIDE
VERTICAL AND XORIZONTAL UPPORT
TO THE PANEL BASE IN D ON TO THE FF
BRACES SXOWN ABO AS REQUIRED, -
-9.00'
TD
35
36
1—<
38
39
13'
2.15' ....2.15'
LR; ,
R6,T
MeadowBurke
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AM VOLUME
3.65'
7.50'
10.67'
6.7 K
109.7 SF 2.4 CY
WNOHT:
9.59 K
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8/29/2007
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CREEK STREET PLAZA
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Engineering
- BLDG A
SAC8952SEA
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SUPER BRACE 'WF1pi N°'"B" °' --- TD 3 22.00. a BRASEiaw:
10.99' 60961bs. °�DMN1
BRACED TO pOTgI�E 3044 Ibs.
BRACE CE
BRACE
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0
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314" 1 -751 vented Wail Bra Insert T
e
13' -0.. 4, 2
7-8'
BRACE
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4
[III I
23.00' 76.97' 7 K
19.19' 50. 655.5 SF oaurne
u °Bowser °ere: 14.6 CY
LKM 8/29/2007 nne:
CREEK STREET PLAZA-BL A qAl .. Cry
-0
P
N
_FF_
x.94
iD
- O6'
57.34 K
37
D 301410: 41
x sw.6026 30141 S.
TD xo. x[ao' °.22.00' 11.00' 60261b5.
3UP Tp 2
iUPER BRACE
BR&C-0 To
.OB' tl.Ub r xxFn: �9-6CY
19.2T 33.2 K 428.9 SF 1479' 17.06' "mI an. CREEK STREET PLAZA - new 2.8
LKM 8/29/2007