HomeMy WebLinkAboutB18-0066_08.R-6_1523647553.pdfREMOVE DETERIORATED CONCRETE; CLEAN EXPOSED
REINFORCING DOWN TO GRAY METAL AND PAINT WITH
CORROSION INHIBITING COATING; INSTALL (N) CONCRETE
REPAIR MATERIAL AND PAINT SURFACE TO MATCH (E)
BEAM AT LOCATIONS INDICATED ON SHEET R-2; DO NOT
DAMAGE EMBEDDED PRESTRESSING TENDONS IN WEB
DURING REPAIRS
END OF (E) DOUBLE-TEE
INSTALL (N) STEEL
DOWELS (4 MIN.) AND (N)
WIRE MESH TO SECURE
AND REINFORCE (N)
CONCRETE PATCH; OR
INSTALL (2) ROWS OF
316" DIAMETER TAPCONS
AT 6" O.C.
2'-0"
6
"6"(E) STEEL BEARING
PLATE AT END OF
DOUBLE TEE; REMOVE
AND REPLACE IN KIND;
ASSUME (N) 6"X12"X12"
STEEL PLATE AND
NEOPRENE BEARING
PAD AT LOCATIONS
INDICATED ON SHEET
R-2
(E) STEEL BEARING
PLATES AT COLUMN;
REMOVE AND REPLACE
IN KIND; ASSUME (N)
10"X24"X12" STEEL
PLATES AT LOCATIONS
INDICATED ON SHEET R-2
REMOVE (E)
ABANDONED
ELECTRICAL AND
PLUMBING CONDUIT
(E) 14"X14" CONCRETE
COLUMN
REMOVE (E)
DETERIORATED
CONCRETE; INSTALL (N)
STEEL DOWELS (2 MIN.)
TO ANCHOR (N) PATCH;
INSTALL (N) CONCRETE
REPAIR MATERIAL
(TYPICAL SIZE: 6"X6"X3");
DO NOT DAMAGE
EMBEDDED
PRESTRESSING
TENDONS WITHIN
BOTTOM FLANGE OF
INVERTED TEE-BEAM
DURING REPAIRS
REMOVE DETERIORATED
CONCRETE AT INVERTED
T-BEAM; CLEAN
EXPOSED REINFORCING
DOWN TO GRAY METAL
AND PAINT WITH
CORROSION INHIBITING
COATING; INSTALL (N)
CONCRETE REPAIR
MATERIAL AND PAINT
SURFACE TO MATCH (E)
BEAM AT LOCATIONS
INDICATED ON SHEET
R-2; DO NOT DAMAGE
EMBEDDED
PRESTRESSING
TENDONS WITHIN
BOTTOM FLANGE OF
L-BEAM DURING REPAIRS
INSTALL (N) 14" DIAM.
STAINLESS STEEL
THREADED RODS AT 12"
O.C. OR (2) ROWS OF 316"
DIAM. TAPCONS AT 6"
O.C.; AND (N) WIRE
MESH TO SECURE AND
REINFORCE (N)
CONCRETE PATCH
VARIES
26"4"CLEAN (E) STEEL ANGLE
RETROFITS AND
SUPPORTS AT
INVERTED TEE BEAM
DOWN TO GRAY METAL;
INSTALL 2 COATS OF (N)
ZINC-RICH PRIMER AND
(N) ENAMEL TOP COAT
(TYP.)
2'-6"
5" 7 3/4" 2" 1/2"
SECTION
A
R-6
(N) (8) 12" DIAM. ASTM A307 THROUGH BOLT
(N) GALVANIZED C10X25X2'-6"
(E) TOPPING SLAB TO BE
REMOVED
(E) PRECAST CONCRETE DOUBLE TEE
BEAM4.5"IF ELEVATION OF BOTTOM FLANGE OF
ADJACENT DOUBLE TEE VARIES BY 18"
OR MORE, WELD (N) GALVANIZED
STEEL SHIM TO CHANNEL (SIZE: 2"X12")
IF ELEVATION OF BOTTOM FLANGE OF
ADJACENT DOUBLE TEES VARIES BY 18"
OR MORE, WELD (N) GALVANIZED STEEL
SHIM TO CHANNEL (SIZE: 2"X12")
(E) PRECAST CONCRETE DOUBLE TEE
FLANGE (TOPPING SLAB NOT SHOWN)
(N) (8) 12" DIAM. ASTM A307 THROUGH BOLT
(E) STEEL REINFORCING TO REMAIN;
DO NOT DAMAGE
(N) GALVANIZED C10X25X2'-6"A
(N) 2'-6" X 10" X 12" STEEL PLATE
10"
(N) 2'-6" X 10" X 12" STEEL PLATE
(N) 38" NEOPRENE BEARING PAD BETWEEN
CHANNEL AND BOTTOM OF FLANGE
(N) 38" NEOPRENE BEARING PAD BETWEEN
CHANNEL AND BOTTOM OF FLANGE
CLEAN (E) STEEL ANGLE
RETROFITS AT NORTH
WALL DOWN TO GRAY
METAL; INSTALL 2 COATS
OF (N) ZINC-RICH PRIMER
AND (N) ENAMEL TOP
COAT (TYP.)
REMOVE DETERIORATED
CONCRETE AT FLANGE
OF DOUBLE TEE; CLEAN
EXPOSED REINFORCING
DOWN TO GRAY METAL
AND PAINT WITH
CORROSION INHIBITING
COATING; INSTALL (N)
STEEL DOWELS (2 MIN.)
TO ANCHOR (N) PATCH;
INSTALL (N) CONCRETE
REPAIR MATERIAL AND
PAINT SURFACE TO
MATCH (E) DOUBLE TEE
AT LOCATIONS
INDICATED ON SHEET
R-2; (TYPICAL SIZE:
24"X8"X4.5")8"2'-0"
Sheet
Scale
BC&E No.
AS NOTEDSTRUCTURAL REPAIR DETAILSR-6
Date
1
SHEET
R-6
DOUBLE TEE STEM REPAIR
NOT TO SCALE
Plotted: 2/13/2018 11:30 PM by: Sonja File Name: LSL - PLAZA WATERPROOFING AND GARAGE STRUCTURAL REPAIRS.dwg
2
SHEET
R-6
BEARING BAD REPLACEMENT AT DOUBLE TEE
NOT TO SCALE
3
SHEET
R-6
BEARING PAD REPLACEMENT AT COLUMN
NOT TO SCALE
4
SHEET
R-6
INVERTED TEE BEAM REPAIR
NOT TO SCALE
5
SHEET
R-6
INVERTED TEE BEAM REPAIR
NOT TO SCALE
6
SHEET
R-6
CLEAN AND COAT EXISTING STEEL REPAIRS
NOT TO SCALE
7
SHEET
R-6
FLANGE TO FLANGE CONNECTION REPAIR
SCALE: 1" = 1'-0"
8
SHEET
R-6
CLEAN AND COAT EXISTING STEEL REPAIRS
NOT TO SCALE
9
SHEET
R-6
DOUBLE TEE FLANGE REPAIR
NOT TO SCALE
16121
2/12/2018Sheet TitleProjectISSUED FOR PRICING 1/12/18PLAZA WATERPROOFING AND GARAGE STRUCTURALREPAIRS - LIONS SQUARE LODGE HOA1520 West Canal Court, Suite 240Littleton, Colorado 80120
303.350.1000 Tel | 303.350.1004 FaxISSUED FOR CONSTRUCTION 1 2/12/18ai*
*****i*»—
I i
/
U fctV,
k m 1_/ 1 i----£— 111i
111r-*Ji
1-t :-~rr. — -f-^————
X
fA
f
r
/
/
■ "T=-
€r
/
ON00
Id d!<o o
526
&M 2-/11/
°6
U
PQ
*”'i i ii tf—·.---------------------
\rn: r---n
-----------
M &
/
/
/
/
\
· ■ ·
/
/
/
· \
.r
r
/
04/13/18