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HomeMy WebLinkAbout751 CENTRAL Park Dr (A) 18-3830 SIGNl6 411 41-611 FOAMCRAFT MODEL # 43 0 (D /— 3"0 STD. STEEL PIPE ,I I III I GRADE III•��- a IIl a III I I I I 01 I I XI IF CV I I G la I I I I Q LIJ `IJ a COMPACTED 4 SOIL (TYP) M 2 0 SO CONCRETE FTG (TYP) SIGN ELEVATION SCALE: 1/2" = V-0" in I �b -3`- i y Ok to install 27 square foot monument sign at 6 foot in height. Sign shall be setback a minimum of 6 feet from the property line. Ground mounted signs must be consistent with the architectural design, materials and color of the buildings on the same premises. All ground mounted signs shall be encased in a landscape planter, two (2) to three (3) feet in height, or a landscaped area of no less than four (4) feet wide on each side of the sign. Sign shall contain the address number of the premises, placed parallel to the sign face, in numbers large enough to be read from the street but in no case less than three inches (Y) high. e17 F I ITI 91,11 ... 11111� `j:;�­�� ..... ]'' I PERMIT # /�-- 3��® � VY DENOTES SMALL "PATCH" OF VHB TO HOLD LETTER IN PLACE WHILE ADHESIVE CURES 1/2"0 BEAD OF SILICONE ADHESIVE CONTINUOUS @ PERIMETER OF EA LETTER OR ICON (REVERSE OF LETTER "b" SHOWN AS EXAMPLE REPRESENTATION OF ATTACHMENT) SEAL: OFFICE 4,6„ 751111 4 OTES: 1. DESIGN WIND PRESSURE IN CONFORMANCE w/ FBC 2017, 6TH ED REFERENCING ASCE 7-10. SEE CHART FOR DESIGN CRITERIA 2. PRE-ENG'RED SIGN BY OTHERS. DELEGATE ENGINEER SHALL PROVIDE DESIGN DRAWINGS TO RICHARDSON ENGINEERING FOR APPROVAL PRIOR TO FABRICATION OR ERECTION 3. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERPROOFING 4. SOIL SHALL BE CLEAN SAND w/ A MINIMUM ALLOWABLE BEARING PRESSURE OF 2000 psf AND A MINIMUM ALLOWABLE LATERAL PASSIVE PRESSURE (FOR ISOLATED POLE) OF 300 psf/fT 5. CONCRETE: SHALL BE 3000 psi @ 28 DAYS 6. STEEL: PIPE: ASTM A53 GRADE B 7. "CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIALS AND CONDITIONS AND SHALL NOTIFY RICHARDSON ENGINEERING OF ANY DISCREPANCIES PRIOR TO FABRICATION OR ERECTION. WIND DESIGN CRITERIA CHART RISK CATEGORY 1 II WIND VELOCITY (mph) 139 I EXPOSURE CATEGORY B FORCE COEFFICIENT (Cr) 1.8 DESIGN WIND PRESSURE (ASD) 27,4 PROJECT IDENTIFICATION THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 751 Central Park Dr. Sanford, FL 32771 NO RESPONSIBILITY IS ACCEPTED BY RICHARDSON ENGINEERING FOR ANY OTHER LOCATION. LOCATION OF PROJECT IS REQUIRED PER DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION RULE 61G1-16.004 REQUIRING PROJECT IDENTIFICATION DO NOT MASTER FILE THIS DRAWING ID'; RICHARDSON ■ ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407)425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: 180526 - DEWITT CUSTOM CONCRETE CLIENT: FASTSIGNS SANFORD -MONUMENT JOB#: 180526 I DATE: 8/9/2018 SHEET: 1 OF 1 f}DRAWN BY: WRJ