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UNIT # 9OG
(RESIDENCE
CONCRETE RESTORATICN: CONCRETE RESTORATION:
1. OVERHEAD REPAIR 36" x 12" 3. EDGE REPAIR - 144" x 12"
2. OVERHEAD REPAIR 288" x 24" 4. EDGE REPAIR - 130" x 12"
5. EDGE REPAIR - 130" x 12"
6. EDGE REPAIR - 130" x 12"
7. FULL DEPTH REPAIR - 26" x 26" x 6" DINING ROOM
8. FULL DEPTH REPAIR - 40" x 114" x 6"
9. FULL DEPTH REPAIR - 426" x 30" x 6"
10. FULL DEPTH REPAIR - 16" x 24" x 6"
KIT6H EN
R BEDROOM
HATCH
REPAIR LEGEND:
0
1.
FULL DEPTH
2.
PARTIAL DEPTH
3.
OVERHEAD CEILING
(UNDER THE DECK)
®
4.
EDGE REPAIR
PERMIT # SLC 1910-0318
NOTE:
THE MAJORITY OF RESTORATION WORK ON SITE CONSISTED
OF CONCRETE AND STEEL REINFORCEMENT. (REPLACING
DETERIORATED REBAR WITH EQUIVALENT REBAR SIZES,
SHAPES, ETC... ALL REINFORCEMENT REPAIRED WAS
REPLACED WITH A REBAR OF THE SAME SIZE (I.E. %"
ORIGINAL = %" STEEL REPLACEMENT) (CHROMX 9100 GRADE
100 STEEL REBAR). UNLESS OTHERWISE NOTED.
NOTE:
CONCRETE RESTORATION WAS DONE IN SUBSTANTIAL
ACCORDANCE WITH THE PREVIOUSLY SUBMITTED
PRE -BUILDING PERMIT- bocuMENT AND ICRI GUIDELINES
(AS REPRESENTED IN ftTAILS 1, 2, & 3) ORIGINALLY
SUBMITTED BY MATHE ENGINEERING CORPORATION AND
DATED October 8, 20 WORK OUTSIDE OF THE
SUBMITTED DOCUMENT
Sf WAS COMPLETED USING
STANDARD ENGINEERI
FIELD CONDITIONS. PRACTICES TO ACCOMMODATE
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DRAWN
BSD
`i CHECKED
W.S.M.
DATE
JUNE 2020
SCALE
1/4" = 1'-0"
JOB NO.
3799-01
SHEET
i
I
OF 1 SHEETS