HomeMy WebLinkAboutPermit Permanent Sign SN-17-11 - UVM ORTHOPEDICS�>
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Permit Number SN- -
City of South Burlington, Vermon
Application for Permanent Sign Permit
1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)
AOS Realty, 4 Pheasant Way, South Burlington, VT05403 .
2) APPLICANT (Name, mailing address, phone and fax
199 Main St. Suite 150. Burlington, VT 05401 A
3) SIGN LOCATION (include business name, address, & phone ft UVMMC
Orthopedics 6 San Remo Dr. South Burlington, VT
4) TAX PARCEL ID # (can be obtained at Assessor's Office) 1490-00006
5) SIGN ERECTOR (Name, mailing address, phone and fax #): TBD
7) DATE OF ERECTION Spring. 2017
8) SIGN DATA
WALL SIGNS (list size in sq. ft., illumination, & type
FREE-STANDING SIGN
such as panel or cut-out letter)
Yes
1.
SIZE (in sq. ft.):
10.76 SF
2.
OVERALL HEIGHT:
418.511
SIGNABLE WALL AREA (in sq. ft.):
TYPE OF ILLUMINATION:
N/A
NOTE: A scaled rendering of each proposed sign must be submitted illustrating the color of the sign and
noting the dimensions of each sign.
9) DATE OF DESIGN REVIEW APPROVAL (if applicable): 2/7/2017
10) Applicant Signature: `-'i Date: j
11) Signature of Land/Building Owner: i Date:
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Do not write below this line
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Fee: J Application: Rejected ❑ Approved
Code Officer Signature: Date:
THE
University of V(ermont
MEDICAL CENTER
Drtho -- n e r
I San Remy Drivp-.
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DESIGN LOADS: AREA/WEIGHT TOLERANCE:± 1/16' ON
90 MPH WIND LOAD ALL DIMENSIONS
EXPOSURE C. SIGN SQUARE FOOTAGE:
2D09 INTERNATIONAL BUILDING 10.9 s . ft.
CODE, ASCE 7-05
ESTIMATED SIGN WEIGHT:
100 Lb.
3'X3"X1/4"'
11NUM SIGN CABINET
3/8"-16 HEX HEAD BOLT W/
WASHER, $ LOCK -WASHER (11
X 1/4' THICK STEEL
BOLTED INTO SIGN CABINET
o ' [_1/4' THICK STEEL FLAT BAR, WIELDED
TO UPPER 12" OF PROTRUDING COLUMN
2' X 2' X 1/4' THICK
STEEL COLUMN,
!; BURIED INTO CONCRETE FOOTER
_ ASSEMBLY DETAIL & PIPE LENGTHS
SCALE: 3/4'=1'70'
X 2' X 1/4' THICK
EEL COLUMN
MELDED ON TO TUBE
A SECTION @ SLEEVE
SCALE: 3'=1'-0'
3/8'-16 HEX HEAD BOLT w
WASHER, do LOCK -WASHER
3' X 3' X 1/4' THICK
COLUMN, BOLTED INTO SIGN C
2'X2'X1/4'THICK
STEEL COLUMN,
1/4' FLAT WELDED ON
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MOW STIP t--_j
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GRADE �]
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n DETAIL SLEEVE CONNECTION
SCALE: 3'=1'-0'
2-3 3/4'
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ALUMINUM SIGN CABINET
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#i STEEL REBAR
REINFORCEMENT REQ'D IN
PAD O 12" O.C., BOTH WAYS
GRAD
AUGERED FOUNDATION:
1'-6"O X 4'-0" DEEP
CONCRETE FOOTING w/
3'-6" X 2"-0" X 6"
DEEP MOW STRIP,
3" ABOVE GRADE
CONCRETE REQUIRED:
000 cu.yd.
FOUNDATION NOTE:
3000 PSI CONCRETE O 28
DAYS
2000 PSF SOIL BEARING
150 PSF/FT SOIL LATERAL
BEARING UNDISTURBED
SOIL
7 13/16"
_ ELEVATIONS
SCALE: 3/4'=1'-0'
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