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HomeMy WebLinkAbout1300 RInehart Rd (a) 18-4371 (3)PROPOSED SIGN 150" ' �� DENOTES FASTENERS SIGN EL TION PER SECTION SCALE:3/16" = 1'-10" PRE-ENG'RED CHANNEL SIGN %4"O TOGGLER FASTENERS SHALL BE PRE-ENG'RED )/4"0 THRU BOLTS USED IF EXISTENCE OF CHANNEL SIGN w%NUT & WASHERS PLYWOOD SUBSTRATE (SEE ELEVATION) IS NOT VERIFIED. %4"O x 2 1/2" LAG SCREWS SHALL BE 2x4 GOVT w/ (2� USED IF EXISTENCE OF E10 CWS @ i w PLYWOOD SUBSTRATE w A STUD (NOTE: \ oc IS VERIFIED. 1z @ MTL STUDS > - I USE TEK EXIST sl'JG WOODOR SCREWS) METAL STUDS EXISTING WOOD OR METAL STUDS EXISTING EXTERIOR STUCCO FINISH EXISTING EXTERIOR SHEATHING 1 SECTION (OPTION 1) 1 FOR USE AT STUD FRAMED WALLS Y4110 X 13Z TAPCON ELEVATI( EXISTING CMU OR CONC WAI CONTRACTOR TO DETERMINE WHETHER OR NOT PLYWOOD SUBSTRATE EXISTS PRIOR TO INSTALLATION 1 SECTION (OPTION 2) 1 FOR USE AT STUD FRAMED WALLS Based on linear length of building exceeding 100 linear feet ok to install four wall signs totaling 301.12 square feet. One wall sign at 76.27 square feet, one wall sign at 71.5 square feet, one wall sign at 59.6 square feet and one wall sign at 93.75 square feet. Any additional attached signage on canopy, wall or window shall require approval by City of Sanford Planning Department. REV 1) ./16/2018 SEAL: ARCH ELEVATION SCALE: NTS FRONTAGE 42' RE-ENG'RED :HANNEL SIGN U) LLI KISTING NISH SECTION (OPTION 3) 1 FOR USE AT CMU OR CONC WALLS NOTES: 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 FACE 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. BOLTS: ASTM A307 5. EXISTING CONDITIONS SHALL BE VERIFIED BY CONTRACTOR. NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO INSTALLATION 6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIALS AND CONDITIONS AND SHALL NOTIFY RICHARDSON ENGINEERING OF ANY DISCREPANCIES PRIOR TO FABRICATION OR ERECTION PERMIT # - �� 7 / WIND DESIGN CRITERIA CHART RISK CATEGORY II WIND VELOCITY (mph) 139 EXPOSURE CATEGORY B FORCE COEFFICIENT (Cf) 1.8 DESIGN WIND PRESSURE (ASD) 27,4 PROJECT IDENTIFICATION THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 1300 RINEHART RD 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 61 G1-16.004 REQUIRING PROJECT IDENTIFICATION DO NOT MASTER FILE THIS DRAWING RICHARDSON EERI ■ 1 I E�TG N NG 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: REED'S iRIDE -SIDE I 1 CLIENT: DON SIGNS 1 JOB#: 180702 1 DATE: 10/19/2018 1 SHEET: 1 OF 1 III