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PARTIAL FOURTH FLOOR SHORING PLAN
SCALE: 1/8" = 1' -0"
SLAB THICKNESS — 4 3/4"
+37' -6"
BOTT. OF 12" JOIST - 36' -1 1/2"
BOTT. OF 16" JOIST - 35' -9 1/2"
BOTT. OF 24" JOIST - 35' -, 1/2"
BOTT. OF 24X30 SB - 35' -0"
BOTT. OF 24X36 SB - 34' -6"
BOTT. OF 16X30 SB - 35' -0"
BOTT. OF 16X26 SB - 35' -4"
COL. SCHEDULE
MARK
SIZE
C1
12 "X24"
C3
12 "X24 "X24"
JOHN MCGREW & ASSOCIATES
301 RYAN AVENUE
KEY LARGO, FLORIDA 33037
305453 -0945
�bo/Ma��n7d
a�ba Tb0bH03{V
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7.9 N Iw Ny/
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KhVIEWED AND APPROVED "
13 REVIEWED, MARKED AND APPROVED
RESUBMIT CORRECTED COPY FOR PILING
❑ REVISE AND RESUBMIT
❑ NOT REVIEWED
REVIEWED ONLY FOR THE LIMITED PURPOSE OF THE CHECKING Fran
CONFORMANCE WITH THE INFORMATION GIVEN AND THE DESi(-
CONCEPT EXPRESSED IN THE FULL SET OF CONTRACT DOCUME14I
IT DOES NOT AUTHORIZE CHANGES IN THE CONTRACT SUIJ. REVIt yr
OF SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING i HI:
ACCURACY AND COMPLETENESS OF DETAILS. QUANTITIES OR F(,F,
SUBSTANTIATING FABRICATION INSTALLATION INSTRUCTION c)I►
PERFORMANCE OF EQUIPMENT OF SYSTEM, ALL OF WHICH SHr 1 I.
REMAIN THE SOLE RESPONSIBILITY OF THE CONTRAC101 ;.
REVIEW OF SHOP DRAWINGS DOES NOT CONSTITUTE APPRO /h'_
OF SAFETY PRECAUTIONS, CONSTRUCTION MEANS, METHODS, SE-
QUENCES OR PROCEDURES, NOR DOES IT INDICATE APPROVAL OF
ASSEMBLY OF WHICH THE ITEM IS A COMPONENT, COORDINA7I6,4
OF ALL TRADES SHALL REMAIN THE SOLE RESPONSIBILITY
OF THE CONTRACTOR. CONTRACTOR MUST REVIEW ALL QUANTI1It.;;
AND DIMENSIONS AT THE CITC
GF CONSULTING ENGINEERS, INC.
BY: J� ATE: /7 oG
RECEIVED
M A Y 1 7 20
GF CoNSN.nNO�
PRQIECT
"= OXFORD UNIVERSAL OFFICE BUILDING
•,� ; ' - •SCALE N.T.S. CONTRACTOR DRAWN BY DMC
-�"
DATE: MAY 11, 2006 FLORIDA ERECTORS, INC. CHECKED JMC
v _
ARCHITECT ENGINEER:
MARK REARDON R.A. GF CONSULTING ENGINEERS INC.
�j •'••. •'' ,����� iJOBADDRESS: DRAWING NUMBER:
JOHN, 6141 SW 72 .STREET, MIAMI, FLORIDA 8/8
FLORIA''LIGENSE #26641
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