11-831-007HANDRAIL HOI
SKYDECK TENS
TURNBUCKLE
LACE OUTBOARD PI
ISM WAYS -
BASEPLATE IRS
2X4 LUMBE
ATTACHED TO SLAB EACH
DBL GT24
LACE CONT. -
SECTION LVL 2
SCALE 1/4"= 1'
V-4"
HANDRAIL HOLDER
@ 4'SPACING
YY-
is
BRACING PIPE
N
GIRDER GT24
FORKHEAD
PROP MP 480
FRAME MIRK
(MULTIPROP)-��
1
SKYDECK TENSION CHAIN MRK120 HI20
TURNBUCKLE M12
BASEPLATE IRS --� 11 1
HANDRAIL HOLE
@ 4' SPACING
Pa
SECTION LVL 2
�1-12011) SCALE 1/4"= 11'
40 A-
LACE OUTBOARD PROPS
BOTH WAYS & TYP.
2X4 LUMBER BY
ATTACHED TO SLAB EACH SIDE
12'-6"
DBL GT24
LACE CON
to
KT SECTION LVL 2
\,H201) SCALE 1/4"= 1'
i.
:ems 4
-7-
RESHORING BY OTHERS
12'-61'
(-5---� SECTION LVL 2
01 SCALE 1/4"= 11'
SKYDECK DROPHEAD SKYDECK EDGE BEAM
O
CV)
0)
-1
29'-6"
HAND
2X4 LUk3E
ATTACHED TO SLAB EACH
12' -6"
DBL GT24
SECTION LVL 3
SCALE 1/4"= 1'
2'-0'
A�-
HANDRAIL HOLDER
@ 4' SPACING
PPAr-Wr- 0101=
+47'
40-9
IT Y OF SOU TH IAMI
VAY, V, UILDING DE
STRUCTURALSE((T N
I
GIRDER GT24'
FORKHEAD PPROVED
19
PROP MP 480
FRAME MIRK
W
SKYDECK TE SION CHAIN k]12D
PROP PEP 20/500 TURNBUCKLE M12 C14
017STRUCnMALSIMM11TAL
SPEC R
PAC PRE BYSP,=�LTYENG E
REVIEW OF STRUCTURAL SUBAffiWTE
EN
'D'D'PDAPlPnvkvqPECL4,LTYENGWEER TAKEN
11EY
�ND
ICATED 0
INO EXCEPTION TAKEN —EWTV RESUBMIT 0
FRAME PRK MAKE CORRECTIONS INDICATED 0 Fill
(PEP-PROP) REJECTED !RESUBMIT 0 SECTION LVL ATE
SCALE 1/4- OPE OF REVIEW CONSISTS OF:
DATE. THAT THE SPECIFIED STRUCTURAL SUBN
HAVE BEEN FURNISHED.
SCOPE OF REVIEW CON S 1 2. THATTHE SUBMITTAL HAVE BEEN SIGNET
I. THAT THE SPECIFIt'-` -CT SEALED BYA FLORIDA REGISTERED PROFESS]
HAVE BEEN FURN"' mr 3- THAT THE SPECIALTY ENGINEER HAS UNDER
2. THAT THE SUB'"I'vil J .. 13F OUR INTENT AND USED THE SPECIFIED CRI • AL
SEALEDBYAFLORID41,--� NO DETAILED CHECK OF CALCULATION
�.. : "1 101 VERFORMED).
THAT THE SPECIA! - . - .. '-` 11111, 4- THAT THE CONFIGURATION SET FORTH 11
OUR INTENT A�--[ -!:,. 4w,
— -i�. r
LED STRUCTURAL SUBMITTAL fSCONSISTENT Wrn
WMD), fF ON THE STRUCTURAL CONSTRUCTION DOCU?
77-71-1.77 il-17 THAT THE CO'N',"' (NO CHECK OF DIMENSIONS WAS PERFO.
HA EXCEPT
AT INTERFACE AREA).
ON THE STRUH:
0 S.W. 74TH COI
MIAMI, FL33155
ERS
I)DA(3W 61"711
. P.A.
A
MOM, SHORING SYSTEM
This shoring Is designed to carry: The dead weight of the wet concrete, plus 50 psf construction live bad, plus
10 psf formwork dead load, AND NOTHI NG ELSE, Including the stocking of construction materials or
equipment on ANY slab engaged by the shoring. Refer to ACI 347 Manual SP4 for guidelines
12'-6" The maximum calculated shoring leg load 1s;Fm--1lbs.
PERI IS NOT RESPONSIBLE FOR THE PERFORMANCE OF THE SHORING SYSTEM IF THE CONTRACTOR
EXCEEDS THE DESIGN CRITERIA.
ISSUED FOR CONSTRUCTION
DE No. 310604 07112011
SAMUEL A. GREENBERG, P.E.
FL P.E. #34245
❑ IRWIN J. BENSON, P.E.
FL P.E. #49758
❑ THUY H. HUYNH P.E. A9TM=1MM7WWGMWFVM
FL P.E. #60122
DANSCO ENGINEERING, LL.0 .
P.O. BOX UM GENERAL ARRVAINGEMENT DRAWING
APOLLO BEACH, FL. 33572
CA 25948
PERT FORMWORK SYSTEMS, INC.
-6" 119111450EPBOMBLVD. FAX *11 30429-M
PERI
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PHONE 030 -C 9.M WIJEWWWP9t4115AZ%l
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COMPAW FORMCRETE LLC
mm ROMMA 0W011
Pmw SMH-CLINICAL EXPANSION
�v
SECTIONS
COPMGff Ca MM PM FORMWOM SYM
THIS 1)0cx�uENr MAY NM BE REPRODUCED
ME I MWECI-10* OR un, uFn IN MOM OR IN PMT BY THIRD
PARM vvrrHOIH EXPRM PRM murnm
H 201 A CONMIT
w wel 12-00105 1
rj SECTION LVL 1
�1-1201) SCALE 1/4"= T
W