06-760-003s
I
M
2
1
ih
r,
JOIST SHORING:
TYPE I
o SINGLE ELLIS SHORE
ih UNBRACED
2 DOUBLE ELLIS SHORES
UNBRACED
,4 2' -0' 2' -0'
MAX. L/2 L/2 MAX.
ZD
1
ih
i
4z� 2' -0'
MAX.
TYPE II
TYPE III
SINGLE ELLIS SHORE
UNBRACED
2' -0'
44—MAX,
2' -0' 4
MAX, L/3 I L/3 L/3
TYPE IV
2' -0'
MAX.
L/4 L/4 L/4 L/4
TYPE V
A L
N
6" BEAM
2
ENDS OF JOISTS
SUPPORTED ON
SOFFIT BEAMS
4' -0 4' -0"
L/3 L/3 L/3
TYPE VI
zo
1
m
0
I
0
i
SINGLE ELLIS SHORE
UNBRACED
DOUBLE ELLIS SHORES
UNBRACED
- 2' -0'
MAX.
SINGLE ELLIS SHORE
UNBRACED
DOUBLE ELLIS SHORES
UNBRACED
2' -0'
MAX.
20k Tower
JOISTS
5" BEAM
BRACING @ MID HEIGHT
ENDS OF JOISTS REQUIRED OVER 16'
SUPPORTED ON
SOFFIT BEAMS 77, >><I,
4' -0"
If Ir
L/3 L/3 L/3 20k Tower
END SHORES NOT REQUIRED WHERE END OF JOIST IS SUPPORTED BY SOFFIT BEAM.
TYPE VII
MAX.
L/4 I L/4 I L/4 L/4 T]
TYPE VIII
2' -0'
MAX, L/3 I, L/3 I L/3
DOUBLE ELLIS SHORE
UNBRACED
TRIPLE ELLIS SHORES
UNBRACED
- 2' -0'
MAX.
SINGLE ELLIS SHORE
UNBRACED
2' -0'
MAX,
SOFFIT BEAM SHORING
V -0" 20k Tower 7' -0"
Max. 7'_0» 1 Max.
DOUBLE ELLIS SHORES
UNBRACED
7'-0" 20k Tower 20k Tower, 7'-0"
Max. 7' -0" 7' -0" Max.
D
DOUBLE ELLIS SHORES
UNBRACED
W -0" 5' -0" 5' -0" 5' -0"
Max. Max. Max. Max.
ALTERNATE SHORING FOR SB D571, DD572 & D753 EAST OF 18 LINE;
D507, D508, D509, D512 & D513 ON E LINE.
DOUBLE ELLIS SHORES
UNBRACED
7'-0" 20k Tower, 7' -0" 20k Tower V -0"
Max. 7•_0' Max. 7�_0» Max.
DOUBLE ELLIS SHORES
UNBRACED
7' -0" 20k Tower 20k Tower 7' -0" 20k Tower 7' -0"
Max. 7' -0" 7' -0" Max. 7• -0" Max.
DOUBLE ELLIS SHORES
UNBRACED
7'-0" 20k Tower 7' -0" 20k Tower 7'-0" 20k Tower 7'-0"
Max. 7•_0» Max. 1 7- -0» 1 Max. 1 V_0» 1 Max.
REVIEWED i;',.;,j;•.r PRO
REVIEWED, MARKED AND APPROVED "
RESUBMIT CORRECTED COPY FOR FILING
REVISE AND RESUBMIT "
NOT REVIEWED
VIEWED ONLY FOR THE .'«•TED PURPOSE OF THE CHECKING FOR
sNFORMANCE WITH THI.- ORMATION GIVEN AND THE DESIGN .
INCEPT EXPRESSED IN TH,;. FULL SET OF CONTRACT DOCUMENTS.
DOES N07 AUTHORIZE CHANGES IN THE CONTRACT Sum. REVIEW
SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING THE
;CURACY AND COMPLF t 4ESS OF DETAILS. QUANTITIES OR FOR
JBSTANTIATING FAEcisCATiON INSTALLATION INSTRUCTION OR
RMANCE OF EQUIPMENT OF SYSTEM, ALL OF WHICH SHALL
--THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
EMAIN EVIEW OF SHOP DRAWINGS DOES NOT CONSTITUTE APPROVAL
F SAFETY PRECAUTIONS, CONSTRUCTION MEANS, METHODS, SE-
NOR OR PROCEDURES, NOR DOES !T INDICATE COORO NATION
SSEMBLY OF WHICH THE ITEM IS A COMPONENT, OLE RESPONSIBILITY
)F THE ALL CONTROAGTOR SHALL ONTRACTOR MUST REVIEW ALL QUANTITIES
lND DIMENSIONS AT THE SITE.
GF CONSULTING ENGINEERS, INC.
dam, bAT. is
DOUBLE ELLIS SHORES
UNBRACED
RESHORING;
A.W HIS mil em 0919 *3
1 - SHORING POINTS MUST BE LOCATED AS SHOWN IN THE SHORING
DIAGRAMS.
2 - ELLIS SHORES SHALL BE NOMINAL 4 "X4 ", NO. f GRADE DOUGLAS
FIR OR YELLOW PINE, FREE FROM KNOTS, CRACKS AND ROT.
lz
3 - MUD SILLS, 3/4" PLYWOOD, TWO LAYERS, 16 "X16 ", SHALL BE
USED WHEN ELLIS SHORES ARE SUPPORTED ON FILL; THREE LAYERS,
3/4" PLYWOOD, 24 "X24 ". TIERED, SHALL BE USED WITH SCAFFOLD FRAMES.
4 - THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER
COMPACTION OF THE SOIL TO SUPPORT THE SHORING LOADS. THE
SHORING LOADS ARE BASED ON 3000 PSF SBEARING CAPACITY.
5 - THE INTERMEDIATE SHORES ARE TO BE SET AT AN ELEVATION ABOVE
THE ELEVATION OF THE ENDS OF THE JOISTS ACCORDING TO THE
"SHORE SET" OR "CROWN" DIMENSIONS SHOWN ON THE JOIST ERECTION
DRAWINGS.
6 - THE INTERMEDIATE SHORES SHALL REMAIN IN PLACE UNTIL THE SLAB
CONCRETE HAS REACHED 70% OF THE DESIGN STRENGTH. THE END
SHORES MAY BE REMOVED AFTER 24 HOURS.
7 - THE DECK FORMING FOR JOISTS SPACED 4' -8" AND LESS MAY BE
STRIPPED AFTER 24 HOURS. DECK FORMING ON LARGER SPACINGS MAY
BE REMOVED AFTER 48 HOURS.
8 - STRUCTURES WITH MULTI - LEVELS OF JOISTS AND /OR SOFFIT BEAMS
REQUIRE RESHORING OF THE POURED LEVELS BEFORE SHORING THE NEXT
LEVEL. THE SHORING POINTS MUST BE LOCATED AS SHOWN ON THE
RESHORING DIAGRAMS. EXISTING SHORES THAT ARE TO BE USED AS
RESHORES MUST BE LOOSENED AND RESET TO TOUCH THE BOTTOM OF
JOIST OR SOFFIT BEAM.
9 - DESIGN OF THE DECKING AND SUPPORTS AND BEAM FORMING IS BY
OTHERS.
10 - INSPECTION OF THE INSTALLATION OF THE SHORING IS BY OTHERS.
DESIGN LOADS:
4%" SLAB
8" JOIST
12" JOIST
16" JOIST
24" JOIST
CONSTRUCTION LOAD
ONE FLOOR OF SHORING UNDER FLOOR BEING POURED, WITH TWO FLOORS OF RESHORING BELOW.
SHORES AT ENDS OF SOFFIT BEAMS AT COLUMNS AND SHORES AT ENDS OF JOISTS AT BEAMS NOT REQUIRED ON RESHORED FLOORS.
® 5/30/05 m 3/17/06 A 4/6/06
JOHN MCGREW & ASSOCIATES
301 RYAN AVENUE
KEY LARGO, FLORIDA 33037
305 453 -0945
- 57
PSF
- 48
PLF
- 68
PLF
- 93
PLF
- 174
PLF
- 50
PSF
ELI + 63 -6 I
5TH FLOOR
EU�+ 5�'_6
4TH FLOOR
EU�+ 377• -6•
3RD FLOOR
ELi� + 24'_6•
2ND FLOOR
ELF; 14 _0,
IRECEIVEfj
APR 12 202j-
GF CONSULTING ENGINEERS
l PROJECT
OXFORD UNIVERSAL OFFICE BUILDING
•" �` SCALE N.T.S. CONTRACTOR DRAWN BY DMC
DATE: JAN 11, 2005 FLORIDA ERECTORS, INC. CHECKED JMC
ARCHITECT ENGINEER:
MARK REARDON R.A. GF CONSULTING ENGINEERS INC.
' ' i � � '• • ".. •' � �' JOB ADDRESS: DRAWING NUMBER:
' "'t}OHN P ^•I�tG�R��N,,.R�E. 6141 SW 72 STREET, MIAMI, FLORIDA 1/
FLOF2IDA . L {�ENSE''�26641