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Sale: N.T.S.
CONCRETE REMOVALISURFACE REPAIR
Sale: N.T.S.
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3 INSPECTION & REPAIR OF REINF. STEEL
Sale: N.T.S.
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ELEVATOR STADi
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EXISTING CONCRETE
BALCONY ABOVE
�x 4" WOOD ABOVE POST TO
SPREAD THE LOAD ACROSS THE
CEILING SURFACE
6" x 6" TOP AND BOTTOM PLATE
POST SHORE
(7K CAPACITY)
2" x 8" WOOD BELOW POST TO
SPREAD THE LOAD ACROSS THE
FLOOR SURFACE
EXISTING CONCRETE
BALCONY FLOOR
SHORING
ELEVATION VIEW L,
N.T.S.
OCEANRISE PLAN VIEW
Nar To scA E
WHEN CONCRETE IS TO BE REPLACED, SHORING
TO BE ADDED UNDER THE FORM BOARDS WITH
SPACING ® 72' O.C.
HOWEVER, IF ENTIRE DECK 15 TO BE REPLACED,
CONTRACTOR IS TO CONSULT ENGINEER OF
RECORD FOR FURTHER INSTRUCTIONS ON SHORING
REQUIREMENTS.
LIVING ROOM
n 3111lm
Necrwm
SHORING DIAGRAM
0 STACK 1
TYPICAL ARRANGEMENT OF BALCONY
LOCATE POST SHORES
ADJACENT TO AREA OF REPAIR
WITH MAX. 72" O.C.
AREA OF REPAIR
VARIES BY BALCONY
aveland
3
a
� SITE MAP
Scale: N.T.S.
FLOORSBALCONY REPAIRS
2r,V9 -a67D
REVIEWED FOR
k�,ODE COMPLIANCE
S` ,, LUCIE COUNTY
socc e
�,iirY 0 5 2020
.. -. .., :..:. ;`.aunty, Perrnicting
CONCRETE RESTORATION TO FOLLOW GUIDELINES AS SPECIFIED WITHIN
SUBMITTED LETTER DATED MARCH 3, 2020 BY MATHERS ENGINEERING
CORPORATION,
NOTE,
ALL RESTORATION WORK TAKING PLACE ON SITE CONSISTS OF
REPLACING DETERIORATED REBAR WITH EQUIVALENT REBAR
SIZES, SHAPES, ETC... ALL REINFORCEMENT BEING REPAIRED IS
REPLACED WITH A REBAR OF THE SAME SIZE (I.E. 5/8"
ORIGINAL = 5/8" STEEL REPLACEMENT) USE CHROMAX 9100
GRADE 100 KSI (MMFX STEEL REBAR), OR AS MODIFIED BY
ENGINEER OF RECORD.
SIZE OF REPAIRS FOR CONCRETE REPAIRS WILL VARY AND BE
DETERMINED AFTER INITIAL DEMOLITION HAS TAKEN PLACE,
THIS PLAN SHOWS CURRENT LOCATIONS OF WHERE MAINTENANCE
AND/OR WORK IS TO BE PERFORMED BY CONTRACTOR, AS -BUILT
DRAWING TO BE PROVIDED PRIOR TO CLOSE OUT, SHOWING TYPE
OF REPAIR & LOCATION OF REPAIR FOR EACH BUILDING,
ST. LUCIE COUNTY BUILDING DEPARTMENT PERMIT # 2003-0510
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DRAWN
B.S.D.
CHECKED
W.J.M.
DATE
MARCH 3, 2020
SCALE
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JOB NO.
3599—OS
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