HomeMy WebLinkAboutB15-0303_C600_1441148520.pdfTOWN OF VAIL
MUNICIPAL PARKING LOT
C600
WALL AND STAIR DETAILS
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
2. REBAR SHALL BE EPOXY COATED.
3. SPLICE #4 BARS 2'-4" AS NEEDED.
1'-0"
1'-6"
1'-6"
#4@12"
#4@12"
(2) #4 BOT
(2) #4 BOT
PROPOSED STEM WALL, RE:ARCH.
FOR TOP OF WALL DETAIL AND
CONNECTION TO CONC SLAB DETAIL
4" THICK CONC SLAB - PROVIDE MIN. 2%
SLOPE AWAY FROM BUILDING ALONG,
RE:ARCH. FOR CONNECTION TO WALL
CONC SLAB AT BUILDING TO BE MIN.
6" BELOW FINISH FLOOR ELEVATION
2'-0"MAX
4'-2" 3'-3" 6" 6"
#5@12" OC
#5@18" OC
HORIZ
NOTES:
1. CONTRACTOR TO BACKFILL AND COMPACT SOIL ON EACH SIDE OF THE
WALL EVENLY UP TO FINISHED GRADE AT LOW SIDE. DO NOT BACKFILL HIGH SIDE OF
RATINING WALL UNTIL SIDEWALK, CURB, AND ASPHALT HAVE BEEN PLACED.
2. PROVIDE CONTROL JOINTS 20'-0" OC MAX WITH 3/4" DEEP REVEAL FULL
HEIGHT OF WALL CONTINUE OVER TOP OF WALL. LOCATE REVEAL AT TOP
OF WALL STEPS. TERMINATE 50% OF HORIZONTAL WALL REINF AT CONTROL
JOINT. PROVIDE VERTICAL WALL REINF TO MATCH TYP VERT REINF AT 3" EACH
SIDE OF CONTROL JOINT.
&21&5(7(6+$//%(36,(175$,1('$,5ߛ0$;ߜ:&
REBAR SHALL BE A615 GRADE 60. WALL SHALL HAVE A SMOOTH FORMED
FINISH, RE SPECS.
4. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING WATER PROOFING,
CONNECTION BETWEEN PROPOSED WALL AND PROPOSED SLAB, CONNECTION BETWEEN
PROPOSED SLAB AND EXISTING BUILDING AND FOR DETAILS REGARDING EXPANSION JOINT
MATERIALS.
5. INSULATION AGAINST THE EXISTING BUILDING FOOTING SHALL EXTEND A MINIMUM OF 4'
BENEATH THE CONCRETE SLAB. IF AT ANY POINT ALONG THE EXISTING FOUNDATION WALL
THE DEPTH BETWEEN BOTTOM OF FOOTING AND BOTTOM OF CONC SLAB IS LESS THAN 4',
THE INSULATION SHALL EXTEND UP ABOVE THE CONC SLAB UNTIL A DEPTH OF 4' IS
ATTAINED.
2" CLR
SIDEWALK VARIES
SEE PLAN
#5@12" OC,
TRANSVERSE
CONC SLAB,
SEE PLAN
ߚ
V.I.F.
2" FOAMULAR 150 XPS RIGID INSULATION OR APPROVED EQUIVALENT (R-10, 15 PSI)
CONTINUE ABOVE GRADE WITHOUT EXPOSING THE FOUNDATION WALL OR OTHER
THERMALLY CONDUCTIVE MATERIALS
FOAMULAR 250 XPS RIGID
INSULATION OR APPROVED
EQUIVALENT (R-15, 15 PSI)
MIN 6" OF NON-FROST
SUSCEPTIBLE SOIL (PER ASTM
D422) BELOW GROUND
INSULATION
CONTRACTOR TO VERIFY LENGTH OF EX. FOOTING PRIOR TO
CONSTRUCTION AND REPORT TO ENGINEER TO VERIFY
PROPOSED STEM WALL HAS SUFFICIENT ROOM BETWEEN EX.
FOOTING AND PROPOSED FOOTING
EXPANSION JOINT
MATERIAL
DESIGN CRITERIA NOTES:
FROST PROTECTION DESIGN CRITERIA PER ASCE 32-01, FROST PROTECTED SHALLOW FOUNDATIONS -
x $6680(''(6,*1$,5)5((=,1*,1'(;9$/8()߰)'$<6
x 9(57,&$/,168/$7,2121(;,67,1*)281'$7,21:$//,6'(6,*1(')25$³+($7('6758&785(´
x +25,=217$/,168/$7,21%(/2:7+(1(:67(0:$//)281'$7,21,6'(6,*1(')25$1³81+($7('
6758&785(´
x CONTINUOUS INSULATION FROM BELOW NEW FOOTING UP THE VERTICAL FACE OF EXISTING
FOUNDATION UTILIZES THE SPECIAL DESIGN CONSIDERATIONS FOR FROST PROTECTED SHALLOW
)281'$7,2167235(9(17³&2/'%5,'*(6´
x THE NON-FROST SUSCEPTIBLE SOIL LAYER IS PLACED BELOW ALL GROUND INSULATION IN
ACCORDANCE WITH ASCE 32-01 RECOMMENDATIONS.
x INSULATION BEARING CAPACITIES AND THERMAL RESISTIVITY ARE CALCULATED BASED ON STRUCTURAL
REQUIREMENTS OF THE STEM WALL AND ASCE 32-01 RECOMMENDATIONS
ASSUMED VALUES FOR FOOTING DESIGN -
x MAXIMUM TOTAL LOAD SOIL BEARING PRESSURE = 3000 PSF
x ACTIVE EQUIVALENT FLUID PRESSURE = 50 PCF
x PASSIVE EQUIVALENT FLUID PRESSURE = 300 PCF
x LATERAL PRESSURE DO TO SURCHARGE = 65 PSF (FOR 100 PSF LIVE LOAD)
09/01/15