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HomeMy WebLinkAboutPermit Permanent Sign SN-99-51 - GRAINGER,%j)p L i citr, C' s C,opN, SIGN APPLICATION CITY OF SOUTH BURLINGTON, VERMONT Date19 V1 Permit. Number Applicant "�'v:�ic� SS--Ar.. S,-5 AS 1 y (T cw'M i uC "br No. Street Town or City State Phone No. Location of sign i40 Q-6 Naa`Te of bl6sineS3 No. Stree � �r-as>i,..',; 5y' � 1 Square footage or sign --3 10 %t, %. f ' Height of Sign Estimated cost Date of erection p0\- a0 Name of Erector "s Town or City Consent of Owner: Address State Phone No. The above named person is duly authorized to make application on my behalf. I believe the statements contained herein are true to the best of my knowledge. — L --� 2L Signa ure of Appl ant Signature of Owner DO NOT WRITE BELOW THIS LINE Application: REJECTED Reason for rejection_ �R v Issued to `621/JV C- Go Fee Computation Code Officer Date -c �� 19 Date / 18'-2" 30-GRAINGEIF © PARTIAL MOUNTING DETAIL NTS PAN TAG LINE W/ STAND OFF FCO COPY SPECIFICATIONS: 1. #10 5/5 SELF TAPPING SCREWS 36" O.C. MAX TOP & BOTTOM 2..060 ALUMINUM PAN 3. 11/i' X 11/z" ALUMINUM ANGLE FRAME 4. ANCHOR TO WALL AS REQUIRED BY WALL CONSTRUCTION 5. 1/8" FCO ALUMINUM LETTER FINISHED "OXBLOOD" 6. THREADED STUD MOUNTS W/ NUT FASTENER -1" STAND OFF 7. STUD SLEEVE 8. EXISTING WALL CONSTRUCTION NOTE: Mount clips to wall with anchors as required by existing construction and guidelines set in specification manual. New non illuminated monument cabinet sign, Red FCO Grainger Copy and Black secondary copy. White aluminum cabinet finished with white textured finish. Poles finished in AKZO 349H3 Silver. Footing Notes A. Concrete 3500 PSI @ 26 days. B. RebarA615 grade 60 or A36 steel angle cage welded to columns. C. Bottom footer Min. 3ft. below grade & to have Min. soil8rg, capacity of3000 PSF. D. Min, average side wall soil8rg. capacity. bottom 1/3 depth @ 2500 PSF top 213 depth 01250 PSF. If side soil wall is disturbed, back fill with modified & tamp for load bearings ecified. E. Design wind load ng: 25 P5Fminimum. F. Size and volume of footing to be determined by installer based on geographic area code regulations, wind load and site soil conditions. -- 115" P yrwi s 10'-6" ,omit' REFURBISH EXISTING FCO LETTERS TO GRAINGER RED AND REMOVE EXISTING TAG LINE & INSTALL NEW TAG LINE ACCORDING TO GRAINGER CORPORATE STANDARD, 4" 9 3/4"T GJWNGER 4" Industrial Supply 4'-0" _4" SQ. POSTS Proposed Non -illuminated Monument Sign EXISTING SIGN I PROPOSED REFURBISH WITH NEW TAG LINE & NEW MONUMENT �_�— — -�"— � �„�'a.cip a.u1 SIGN SYSTEMS RT. 309 & BROAD STREET P.O. BOX 788 LANSDALE PA. 19446-0632 (215) 822-0166 / (215) 646-7111 FAX(215) 822-0380 CLIENT: W.W. Grainger DESIGNER: Darrin Jackson ADDRESS: 140 Shunpike Rd., S. Burlington, VT SCALE: AS NOTED Account EXEC.: MIKE BINDER ARCHIVE DRAW NO.: GRAINGER1/0WGS EMB-13302D NOTE: DATE: 416,1999 THIS DESIGN/ENGINEERING PROPOSAL IS TO REMAIN CAPITOL'S EXCLUSIVE PROPERTY UNTIL APPROVED AND ACCEPTED THRU PURCHASE BY CLIENT NAMED ON DRAWING. REF.: DRAW. NO.: PAGE _ OF REV # - DATE: REV # - DATE: REV # - DATE: NOTE: