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ELEVATION VIEW (FACING EAST)
NOT TO SCALE
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AREA OF WORK
AREA OF WORK
WALKWAY WALKWAY
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REMOVAL GEOMETRY ._ .._.. _.._.._.._.. _.._.._.._. _.._.._.._ _.._.._.._ _.._. _.._.._.._.. _ _.._.._. _.._.._.._ _.
CONCRETE REMOVAL/SURFACE REPAIR
Scale: N.T.S. `
INSPECTION & REPAIR OF REINF. STEEL
Scale: N.T.S.
EXISTING CONCRETE
WALKWAY ABOVE
4" x e 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
WALKWAY FLOOR
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BALCONY 11 BALCONY
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BALCONY I rRALCONY
BALCONY 11 BALCONY
OCEANRISE PLAN VIEW
WHEN CONCRETE IS TO BE REPLACED, SHORING
TO BE ADDED UNDER THE FORM BOARDS WITH
SPACING '® 72" O.C.
HOWEVER, IF ENTIRE DECK 'IIS TO BE REPLACED,
CONTRACTOR IS TO CONSULT ENGINEER OF
RECORD FOR FURTHER INSTRUCTIONS ON SHORING
REQUIREMENTS. ri
NOT TO SCALE
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BALCONY II BALCONY
SITE MAP
Scale: N.T.S.
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FQQ NILLAM J. MATHERS, P.E.
FL. REG. ##19658
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CONCRETE RESTORATION TO FOLLOW GUIDELINES AS SPECIFIED WITHIN Gm o �'A
SUBMITTED LETTER DATED FEBURARY 5, 2020 BY MATHERS ENGINEERING mz������
CORPORATION. Ix < �' 658 ` N
ATE m1�
ALL RESTORATION WORK TAKING PLACE ON SITE CONSISTS OF N�o
REPLACING DETERIORATED REBAR WITH EQUIVALENT REBAR Eao 'i�0 101 ••�
SIZES, SHAPES, ETC... ALL REINFORCEMENT BEING REPAIRED IS
REPLACED WITH A REBAR OF THE SAME SIZE (LE. 5/8' 'wz
ORIGINAL = 5/8' STEEL REPLACEMENT) USE CHROMAX 9100 =<w
GRADE 100 KSI (MMFX STEEL REBAR), OR AS MODIFIED BY w
ENGINEER OF RECORD. a
SIZE OF REPAIRS FOR CONCRETE REPAIRS WILL VARY AND BE€o
DETERMINED AFTER INITIAL DEMOLITION HAS TAKEN PLACE.
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THIS PLAN SHOWS CURRENT LOCATIONS OF WHERE MAINTENANCE o�
AND/OR WORK IS TO BE PERFORMED BY CONTRACTOR. AS -BUILT oN
DRAWING TO BE PROVIDED PRIOR TO CLOSE OUT, SHOWING TYPE
OF REPAIR & LOCATION OF REPAIR FOR EACH BUILDING.
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DRAWN
K.D.N.
CHECKED
W.J.M.
DATE
FEB 9,,2021
SCALE'
NOT TO SCALE
JOB NO.
3599I 01
SHEET
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