Appendix_G_Preliminary_repair_drawings.pdf

PDF 309 KB Posted Jul 28, 2015

Attached to: Design and Construction / Foundation Stabilization and associated work, Construction Project at American Legation Building in Tangier Morocco
Solicitation number: SGE500-15-R-0101
Issued by: Department of State Office of Acquisition Management

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Section J Attachment 1 Scope of Work.

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REMOVE (E) NONSTRUCTURAL

WALL & REPLACE W/ CONC.

WALL & (N) CONC. FOUNDATION

S305

INSTALL (N) CONC. WALL

& CONC. FOUNDATION

S305

SCALE: 1/8" = 1'-0"

LEVEL 1 ENLARGED FLOOR PLAN PAVILION ARABE

REFERENCEACTUAL

(N) CONC.

COLUMNS

(N) CONC.

COLUMNS

SCALE: 1/8" = 1'-0"

LEVEL 2 ENLARGED FLOOR PLAN PAVILION ARABE

(N) STL BEAM ABOVE

S305

(N) CONC. COL

CHIP OUT (E) WALL

TO INSTALL (N) COL

SCALE: 1/8" = 1'-0"

LEVEL 3 ENLARGED FLOOR PLAN PAVILION ARABE

Level 1

Level 2

FIRST FLOOR

(N) 200Ø STEEL PIPE

PILES @ 1000

(N) 600x600x900 CONC.

PILE CAP @ 1000

(E) MASONRY

WALL

(N) CONC. WALL W/

12Ø @ 300 EA. WAY

(E) STEEL BEAMS &

BRICK ARCH. FLOOR

EXTEND CONC. TO

BRICK ARCH SOFFIT

(N) WATER

PROOFING

MEMBRANE,

DETAIL 1

300300

EXTEND (N)

CONC. INTO (E)

MASONRY WALL

ALTERNATE

FNDN SEE

DETAIL 4

(N) 600x600 GRADE BEAM

BETWEEN PILE CAPS

300 @ LOOSE STONE MASONRY,

150 @ SOLID GROUTED MASONRY

Level 4

11435

Level 3

THIRD FLOOR

(E) MASONRY

WALL

(E) WOOD

RAFTER

TOP OF CONC. COL

(N) C8x11.5

S305

CONTINUE COL

THROUGH THIRD

LEVEL FLOOR &

DOWEL VERT. BARS

INTO (E) CONC.

SLAB @ LEVEL 2

(N) 200 SQ. CONC.

COL W/ 4 - Ø12

VERT & Ø 10

CLOSED TIE @ 150

12Ø x 400 J-BOLT

C8x11.5

(N) 38x280 WOOD BEAM

(E) WOOD RAFTER

6Ø WOOD SCREW @ 400

(N) SHT MTL ANGLE

@ EA. RAFTER

CUT RAFTERS TO INSTALL

(N) WOOD BEAM

Level 1

FIRST FLOOR

SEE GEOTECH

RECOMMENDATIONS

FOR DEPTH

(E) MASONRY

WALL

SCALE: 1/4" = 1'-0"

SECTION A

SCALE: 1/4" = 1'-0"

SECTION B

SCALE: 1/2" = 1'-0"

DETAIL

SCALE: 1/4" = 1'-0"

ALTERNATE

File details come from the government source that posted it. Updated Nov 14, 2017.