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HomeMy WebLinkAbout1101 French Ave 17-137 Plansf NOTES 1. DESIGN: F.B.C. 2014 EDITION V= 139 MPH EXPOSURE RISK CATEGORY II GCpi = ± 0,18 P POSITIVE 30 PSF P NEGATIVE 40 PSF 2. STEEL: 36 KSI MINIMUM YIELD 3. WELDING: AWS W/E70 ELECTRODE 4. BOLT HOLES: 9/16" DIAMETER 5. INSTALL ENTIRE STEEL FRAMES PRIOR TO A CLEAN CUT OF BRICK PERIMETER AND BRICK DEMOLITION 1 UNCOVER AND REPLACE EXISTING GARAGE DOORS APPLICABLE CODES 2014 FLORIDA BUILDING CODE(S) 2014 FLORIDA BUILDING CODE EXISTING BUILDINGS ALTERATION- LEVEL 2 FLORIDA FIRE PREVENTION CODE - 5TH ED 2011 NATIONAL ELECTRIC CODE 2011 NFPA I AND NFPA 101 FLORIDA EDITION FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE LOCAL CITY ORDINANCES 2015 WIND DESIGN CRITERIA FBC 2014 REFERENCING ASCE 7-10 V 139 MPH RISK CATEGORY H GCP1 I +/-0.18 'EXPOSURE B .P+ 30 PSF P-. 40 PSF GEORGES TAVERN FLOOR PLAN - F+I 1 1 1 1 H -FF F- HHS SCALE I - J,"T� .. "! Y4, 6;c - �J .. .. - _..Luo IRD moi.:=c JJC .Vg rl%n I' - 1 : t" Y —� j -- a I I_, — — = ---- -- PERMIT # / 7, t Y 7 1' wjt�� : I r Eh I JAN 10 2017 0). DO NOT MASTER FILE THIS DRAWING ® ® RICHARD30N ® ENGINEERING SEALED BY RICHARD B. RICHARDSON. F.E. 131 ZF MA STREET ORLANDO FLORIDA32E03 ( 07, 425 4002 L10#:00012380 ID#: EB26251 COPYRIGHT C'^975 RICHARDSON ENGINEERING A-AIGHTS RESERVED PROJECT: CLIENT: -60.-rkAL�•V)IMli. JOB#:- lr%�Ui�� DATE: r,13.,I'1 SHEET: OF L DRAWN BY: P -SP- j