06-745-001M
`t
i
il)
i
2' -0'
MAX.
L/4
SOFFIT BEAM SHORING
JOIST SHORING:
TYPE I
,0 SINGLE ELLIS SHORE
M UNBRACED
i
DOUBLE ELLIS SHORES
UNBRACED
,42' -0' 2' -0'
MAX, L/2 L/2 MAX,
i
M
i
21-01
MAX.
TYPE III
SINGLE ELLIS SHORE
UNBRACED
U_ 2' -0'
MAX.
2' -0' _H
MA X' L/3 L/3 L/3
TYPE IV
TYPE V
(u
.-r
ENDS OF
SUPPORT
SOFFIT B
4' -0' 4' -0'
L/3 L/3 L/3
TYPE VI m
L L/4 L L/4 L/4
I
M
i
SINGLE ELLIS SHORE
UNBRACED
DOUBLE ELLIS SHORES
UNBRACED
- 2' -0'
MAX.
SINGLE ELLIS SHORE
UNBRACED
DOUBLE ELLIS SHORES
UNBRACED
MAX.
JOISTS
20k Tower
JOISTS
5" BEAM
BRACING @ MID HEIGHT
ENDS OF JOISTS REQUIRED OVER 16'
SUPPORTED ON
SOFFIT BEAMS
4' -0' 4' -0'
L/3 L/3 L/3 20k Tower
END SHORES NOT REQUIRED WHERE END OF JOIST IS SUPPORTED BY SOFFIT BEAM.
TYPE VII A
MAX.
L/4 I L/4 L/4 L/4
DOUBLE ELLIS SHORE
UNBRACED
TRIPLE ELLIS SHORES
UNBRACED
-21-01
MAX.
,.dry +�M�,�,••'S'"•'�'� '.3`r " -'""" • • - _ - ° �:. -'�� �y � ��:
REVI1ilhEO AND APPIROVLO
❑ REVIEWED, MARKED AND APPROVED
RESUBMIT CORRECTED COPY FOR OILING
O REVISE AND RESUBMIT
O NOT AE:VIEVVED
REVIEWED ONLY FOR THE LIMITED PURPOSE OF THE CHECKING FOA
CONFORMANCE WITH THE INFORMATION GIVEN AND THE DE.Sfgk
CONCEPT EXPRESSED IN THE FULL SET OF CONTRACT 0OCUMEHT5.
IT DOES NOT AUTHORIZE CHANGES IN THE CONTRACT SUM, REV14
OF SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING THE
ACCURACY AND COMPLETENESS OF DETAILS. QUANTITIES OR FOP
SUBSTANTIATING FABRICATION INSTALLATION INSTRUCTION OR
PERFORMANCE OF EQUIPMENT OF SYSTEM, All OF WHICH SHALL
REMAIN THE SOLE RESPONS18IL17Y OF THE CONTRACTOR.
REVIEW OF SHOP DRAWINGS DOES NOT CONSTITUTE APPROVAL
OF SAFETY PRECAUTIONS, CONSTRUCTION MEANS, METHODS, SE-
QUENCES OR PROCEDURES, NOR DOES IT INDICATE APPROVAL CF
ASSEMBLY OF WHICH THE ITEM IS A COMPONENT, COORDINATION 1
OF ALL TRADES SHALL REMAIN THE SOLE RESPONSIBILITY;
OF THE CONTRACTOR, CONTRACTOR MUST REVIEW ALL QUANTITIES
AND DIMENSIONS AT THE SITE.
OF CONSULTING F___N INf_ERS
BY,
7' -0 20k Tower 7' -0"
Ma7X. 70 -0■ Max.
DOUBLE ELLIS SHORES
UNBRACED
20k Tower 20k Tower 7' -0"
Mo�x. 7' -0" 7' -0" Max.
F"
DOUBLE ELLIS SHORES
UNBRACED
5' -0" 5' -0" 5' -0'
Max. Max. Max. Max.
ALTERNATE SHORING FOR SB D571, DD572 & D753 EAST OF 18 LINE;
0507, D508, D509, D512 & D513 ON E LINE.
DOUBLE ELLIS SHORES
UNBRACED
20k Tower 7' -0" 20k Tower. 7' -0'
Max. 1 —0■ Max. I —0" Max.
DOUBLE ELLIS SHORES
UNBRACED
7' -0 1,20k Tower 20k Tower, 7' -0" I,20k Tower, 7' -0"
Max. 7' -0" 1 7' -0" 1 Max. 1 7' -0" 1 Max.
DOUBLE ELLIS SHORES
UNBRACED
7' -0' 1�20k Tower 7' -0" �20k TowerL 7' -0" 1,20k Tower l. 7' -0"
Max. A 7' -0" 1 Max. 1 7' -0" 1 Max. 1 V -0, _1 ` —Max.
DOUBLE ELLIS SHORES
UNBRACED
RESHORING;
PA
GE
SHORING NOTES:
1 — SHORING POINTS MUST BE LOCATED AS SHOWN IN THE SHORING \
DIAGRAMS.
2 — ELLIS SHORES SHALL BE NOMINAL 4 "X4 ", NO. 1 GRADE DOUGLAS
FIR OR YELLOW PINE, FREE FROM KNOTS, CRACKS AND ROT.
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
— 57
PSF
8" JOIST
— 48
PLF
12" JOIST
— 68
PLF
16" JOIST
— 93
PLF
24" JOIST
— 174
PLF
CONSTRUCTION LOAD
— 50
PSF
RD�F
EL + '-
sSTH QQR
Et + FL 50'-b'
4TH IF �R
EL' + 37'-6'
•
®3RD FL6]IR
EL, + 24'-6'
•
•
2ND FLOOR
®EL' + 14 �•a r
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.
A 5/30/05 A 3/17/06
JOHN MCGROEW & ASSOCIATES
301 RYAN AVENUE
KEY LARGO, FLORIDA 33037
305 - 453 -0945
t
li
MAR 2 3 226
GE CONSULTING ENGINEERS
PROJECT
OXFORD UNIVERSAL OFFICE BUILDING
F; o'
��� � •� .�.' SCALE N.T.S. CONTRACTOR DRAWN BY DMC
o E: FLORIDA ERECTORS, INC. CHECKED j
6 - JAN 11, 2005 JMC
1 * AR HITECT ENGINEER:
r 0.' MARK REARDON R.A. GF CONSULTING ENGINEERS INC.
J00 DRESS: DRAWING NUMBER:
JOHN P. M EW,' P.E. 6141 SW 72 STREET, MIAMI, FLORIDA 1/
FLORIDA LICENSE' 6641