Attachment_17_RD-1_REPAIR_DETAIL_(10-27-23).pdf
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- Solicitation number
- 140A2325R0020
About this file
This document is an architectural detail drawing for repair of an exterior wall at San Simon Elementary School, located in Sells, Arizona. The drawing, labeled RD-01, provides a detailed plan and elevation view of a structural wall repair, which includes removing existing concrete masonry unit (CMU) walls, filling existing CMU blocks with solid grout, installing new 8" CMU blocks with vertical reinforcement bars, and creating a new 1'-0" x 1'-0" concrete column with vertical and tie reinforcement. The drawing specifies technical construction details such as bar placement, embedment requirements, epoxy anchoring techniques, and specific reinforcement configurations for wall and foundation connections. The document is issued for review by the Bureau of Indian Education and appears to be part of a larger structural repair project for the school's building 611.
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Text version
12"
REMOVE EXISTING CMU THIS SECTION
REMOVE EXISTING STUCCO FINISH AT EXTERIOR & INTERIOR
EXISTING 8" CMU BLOCK TO BE
FILLED WITH SOLID GROUT
NEW 8" CMU BLOCK WITH 3 #5
VERTICAL BARS IN GROUT
FILLED CELL
FORM & POUR 1'-0" x 1'-0"
CONCRETE COLUMN WITH 4
#5 VERTICAL BARS & #3 TIES
@ 8" O.C. CLOSE LOOPS
#4 BARS WITH 8" HOOK T
@ EVERY OTHER COURSE
NEW 8" CMU BLOCK WITH 3 #5
VERTICAL BARS IN GROUT
FILLED CELL
EXISTING 4"ø PIPE TO BE
REMAIN
EXISTING 8" CMU BLOCK TO BE
FILLED WITH SOLID GROUT
TOP/FOOTING
EXISTING 4"Ø
PIPE COLUMN
EXISTING FOOTING
SCALE 1 1/2" = 1'-0"
0 1 1/2'1'1/2'
P L A N
SCALE 1 1/2" = 1'-0"
0 1 1/2'1'1/2'
REPAIR EXTERIOR WALL ELEVATION DETAIL
#5 VERTICAL REBARS TO BE
DRILLED & EPOXY TO EXISTING
FOUNDATION (TYP) SEE DETAIL
8" BOND BEAM AT TOP ONLY
W/ (2)#5 CONT.
CUT EXISTING ALONG JOINT TO
MATCH NEW CMU BLOCKS
#3 CLOSED TIES @ 8" O.C MAX.
CUT EXISTING ALONG JOINT TO
MATCH NEW CMU BLOCKS
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Y P
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TOP/WALL
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#5 COLUMNVERTICAL REBARS
AT E.F. TO BE DRILLED &
EPOXIEDTO EXISTING FOOTING
W/ 8" MIN. EMBEDMENT
2#5 CONT @ E.F.IN BOND BEAM
DRILL & EPOXY TO EXISTING CMU WALL
EXISTING CONCRETE
PEDESTAL FIELD VERIFY
EXISTING GRADE
HORIZONTAL #4 TIE L-BARS AT
EVERY OTHER COURSE (TYP)
#5 VERTICAL BARS IN GROUT
FILLED CELLS TO BE DRILLED &
EPOXIED TO EXISTING FOOTINGS
#5 VERTICAL BARS IN GROUT
FILLED CELLS TO BE DRILLED &
EPOXIED TO EXISTING FOOTINGS
8" CMU BLOCK FILLED
SOLID GROUT (TYP)
+/- 3'-10" (NEW WALL)
+/- 3'-10" (NEW WALL)
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