HomeMy WebLinkAboutB15-0193_S000_1435611540.pdfTIMBER FALLS CONDOMINIUMS
PARTIAL PROPERTY WALL
RECONSTRUCTION
4500 MEADOW DRIVE (BLDG'S 1 & 2)
VAIL
, COLORADO 8
1657
VICINITY MAP
SHEET INDEX
GENERAL
S0.00
STRUCTURAL
S0.05
COVER SHEET
S0.10
GENERAL NOTES
GENERAL NOTES
TIMBER FALLS CONDOMINIUMS
PARTIAL PROPERTY WALL RECONSTRUCTION
4500 MEADOW DRIVE (BUILDINGS 1 AND 2)
VAIL, COLORADO 81657
S0.00
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
JOB NUMBER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
DEC26052015-01
R. DAVIS
M. WINGERTER
R. DAVIS
JUNE 7, 2015
COVER
SHEET
5082 E. HAMPDEN
AVE. SUITE 145
DENVER, CO. 80222
(303)229-1234
DAVIS ENGINEERING CONSULTANTS LLC
5082 EAST HAMPDEN AVENUE, SUITE 145
DENVER, CO 80222
CONTACT: ROBERT C. DAVIS III, PE
303-229-1234
GENERAL
1. THIS REPAIR DOCUMENT OUTLINES THE GENERAL CRITERIA FOR THE REMOVAL AND
RECONSTRUCTION OF A RETAINING STRUCTURE ON A PORTION OF THE PROPERTY LOCATED AT
4500 MEADOW DRIVE, VAIL, COLORADO 81657. WHEN A DIFFERENCE OCCURS BETWEEN THIS
SPECIFICATION AND OTHER APPLICABLE CODE, THE MORE STRINGENT SHALL CONTROL. ANY
OTHER ITEMS NOT COVERED HEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING AND
CONSTRUCTION PRACTICE.
2. THE OWNER IS HEREBY CAUTIONED OF THE EXTREME IMPORTANCE OF PROPER DRAINAGE AWAY
FROM THE FOUNDATION. THE OWNER IS RECOMMENDED TO ESTABLISH AND MAINTAIN PROPER
DRAINAGE FROM THE FOUNDATION. POOR DRAINAGE AND/OR PONDING OF WATER NEAR THE
FOUNDATION WALL IS THE SINGLE MOST COMMON CAUSE OF WATER INFILTRATION INTO
BASEMENTS AND FOUNDATION DAMAGE.
3. CONTRACTOR TO FIELD VERIFY ALL WALL LOCATIONS AND ANY DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE BEGINNING CONSTRUCTION. LOCATE EXISTING UTILITIES AND NOTIFY
PROJECT ENGINEER OF UTILITIES OR SUBGRADE CONDITIONS, WHICH INTERFERE WITH SCOPE
OF WORK. DO NOT SCALE DRAWINGS. THE CONTRACT DRAWINGS AND SPECIFICATIONS
REPRESENT THE FINISHED CONDITION. THEY DO NOT INDICATE THE MEANS OR METHOD OF
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURE NECESSARY TO PROTECT
THE STRUCTURE OR PROPERTY DURING THE REMEDIAL WORK. SUCH MEASURES SHALL
INCLUDE, BUT NOT LIMITED TO, BRACING AND SHORING FOR CONSTRUCTION LOADS,
FORMWORK DESIGN, CONCRETE DESIGN MIX, WORKER SAFETY REQUIREMENTS, AND
PROTECTION OF ON SITE ITEMS FROM WEATHER CONDITIONS AND ENVIRONMENTAL FACTORS.
7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE BEFORE
COMMENCING CONSTRUCTION AND NOTIFY THE ENGINEER OF ALL DISCOVERIES HE BELIEVES
MAY INTERFERE WITH PROPER EXECUTION OF THE WORK PRIOR TO PROCEEDING WITH THE
WORK.
8. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND
SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON
DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS
NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE
SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT.
4. APPLICABLE CODES AND STANDARDS:
2012 INTERNATIONAL BUILDING CODE AND LOCAL BUILDING CODE AMENDMENTS
5. ALL CONSTRUCTION SHALL CONFORM APPLICABLE LOCAL CODES AND ORDINANCES.
6. LIVE LOADS USED IN DESIGN:
A. EQUIVALENT FLUID PRESSURE. . . . . . . . . . . . . . . . . .
SOIL BEARING PRESSURE. . . . . . . . . . . . . . . . . . . . . . .
B. DESIGN 3-SECOND GUS WIND LOAD
REFERENCE WIND VELOCITY . . . . . . . . . . . . . . . . . . .
EXPOSURE CLASSIFICATION . . . . . . . . . . . . . . . . . . . .
IMPORTANCE FACTOR, I. . . . . . . . . . . . . . . . . . . . . . .
DESIGN GROUND SNOW LOAD. . . . . . . . . . . . . . . . . . .
50 PCF
1500 PSF
90 MPH
B
1.0
65 PSF
9. ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS.
10. BOXED NOTES INDICATE TYPICAL NOTES.
S1.00 PARTIAL SITE PLAN
S2.00 DETAIL SHEET
PREPARED BY:
S2.05 DETAIL SHEET
SITE
06/29/15