HomeMy WebLinkAboutS1.02.pdfDRAIN - SEE
SOILS REPORT
1'-0"
PLANTER SECTION
2"
2 #5 CONT.
NO SCALE
8"
#4 @ 24" O.C.
#4 @ 24" O.C.
8
24
6"
10" TOP & BOT
2 #5 CONT.
WALL SECTION
NO SCALE
The General Contractor should review the Soils Engineer's report
and follow its recommendations for excavation, backfilling, grading
and drainage systems.
all dimensions and conditions at the job site and shall be responsible for the
The foundation design for this structure is based upon an assumed bearing
inspect the site and confirm that conditions are consistent with this assumption.
necessary to confirm that the actual field conditions are consistent with the
design assumptions and that the construction is proceeding according to the
means, methods, techniques, sequences and procedures associated with this
project. Furthermore, he shall be responsible for coordination of all work and
materials including those furnished by subcontractors. The Structural Engineer
shall be contacted during the construction phase to make the job site inspections
All omissions or conflicts between various elements of the working drawings
and/or specifications shall be brought to the attention of the Structural Engineer
before proceeding with any work so involved. The General Contractor shall verify
plans and specifications.
Live Loads Used in Design:
GENERAL NOTES
80 psf
capacity of 1000 psf.
A licensed Soils Engineer shall be contacted during excavation to
Wind
Earthquake
Roof (4/12)
This structure has been designed to meet the requirements of the 2012
International Building Code with amendments as adopted by the Town of Vail.
Floor 100 psf
A. THE STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION
SITE; FOR DETERMINATION OF GENERAL CONFORMANCE WITH THE CONSTRUCTION
DOCUMENTS. SUCH OBSERVATION VISITS SHALL NOT REPLACE REQUIRED INSPECTIONS BY
THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE
REQUIRED BY SECTION 17 OF THE IBC.
B. CONTRACTOR SHALL SUBMIT A LIST OF SPECIAL INSPECTORS THAT HE INTENDS TO USE
FOR THIS PROJECT, TO THE ENGINEER AND GOVERNING AUTHORITIES. SUBMIT ALL
INSPECTION REPORTS AND TEST RESULTS TO THE SAME CONTACTS.
C. THE FOLLOWING WORK SHALL BE INSPECTED BY A CERITIFIED SPECIAL INSPECTOR,
UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL:
1. SOIL PREPARATION
EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN-PLACE
DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED
REPORT.
2. CONCRETE CONSTRUCTION
PERIODIC INSPECTION OF THE REINFORCING STEEL.
PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX.
4. Sds = .354 & Sd1 = .13
for the remodel = 13.0 K).
8. Cs = .054
5. Seismic Design Category = C
6. Basic seismic force resisting system = N/A (wind controls) = light frame walls
with shear panels to determine, R.
7. Design base shear = N/A (wind controls) --> (Total base shear
1. Ie=1.0 & Seismic use group = I
2. Ss = .35 & S1 = .08
3. Site Class = D
9. R = 6.5
10. Analysis procedure used = simplified analysis procedure for seismic design
per IBC 1617.5.
4. See supplemental table
5. See supplemental table
1. 90 mph, 3 second gust
2. Iw = 1.0
3. Exposure C
SPECIAL INSPECTIONS
4"
1'
#4 @ 24" O.C.
#4 @ 24" O.C.
2 #5 CONT.
TOP & BOT
4" SLAB
4" GRAVEL
2 #5 CONT.
6"
5" 5"
18
6
3"
3"
%%239" EXPANSION
2' O.C.
%%239" A.B. @
MATERIAL
3'-2" MINIMUM
10" TREATED 2x6
PLATE
5 1/8 x 6 G.L.
MULLION @ 4'+/- O.C.
BOTH SIDES
A35 ANCHOR
All steel plates and angles shall conform to ASTM A36 Specifications.
All concrete to attain a compressive strength of 3000 psi in 28 days.
All reinforcing bars to be Grade 60.
SPECIFICATIONS
All framing lumber to be Wolmanized #2 Hem-Fir or better.
All connection hardware to be by the Simpson Company.
All Glue-lam beams to conform to the allowable stress requirements for a 24F-V4
combination beam except cantilevered beams shall be 24F-V8.
ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, Colorado 81657
f.(970) 476-4901 p.(970)476-6342
3000 BOOTH CREEK FALLS ROAD
VAIL, CO 81657
S1.02
FOUNDATION
DETAILS
VMS - GREENHOUSE
PROJECT #: 1365
05/14/14
PERMIT SET
06/02/14