HomeMy WebLinkAbout001 01 COVER SHEET & TYPICAL DETAILSTYPICAL PRECAST PANELSCALE: 1/2"=1'-0"PANEL TO PANEL CONNECTION AT CORNERPANEL TO PANEL CONNECTIONSCALE: 1/2"=1'-0"SCALE: 1/2"=1'-0"SCALE: 1/2"=1'-0"PANEL TO END COLUMN CONNECTIONSCALE: 1/2"=1'-0"FREE STANDING COLUMNSHEET TITLEPROJECTDESIGNCHECKEDJOBSCALEDATE
DRAWNOFSHTDATEDESCRIPTIONREV.09.10.2020AS NOTEDJWPHONE: 321.251.6006
SUITE 2072
CA#27371RD
ORLANDO, FL. 32828SM - FT. PIERCE RV & BOAT SEMINOLE MASONRY
FT. PIERCE RV & BOAT
ST. LUCIE COUNTY, FL2THIS STRUCTURE IS DESIGNED TO WITHSTAND 130 MPH (Vult) WINDS PER THE FLORIDA BUILDING CODE 2017 6th EDITION (REF. ASCE-7-10) AND IS CERTIFIED AS SUCH.101COVER SHEET &
TYP. DETAILS0102COVER SHEET & TYPICAL DETAILSWALL ELEVATION1.CONCRETE:ALL STRUCTURAL CONCRETE SHALL CONFORM TO ACI-301.2.STRUCTURAL STEEL:fy = 50 KSI (MIN.) CONFORM TO ASTM A992.APPLICABLE CODES1.FLORIDA BUILDING CODE 2017 6th EDITION2.A.C.I. 318 FOR REINFORCED CONCRETE. [LATEST EDITION]3.A.I.S.C. MANUAL FOR STEEL CONSTRUCTION FOR STRUCTURAL STEEL. [LATEST EDITION]4.A.S.C.E. 7-10 FOR WIND ANALYSIS AND DESIGN.MATERIALS (U. O. N. ON PLANS)DESIGN CRITERIA AND LOADSWINDDESIGN ASSUMPTIONSCATEGORY I STRUCTUREBASIC WIND VELOCITY (Vult): 150 MPH (Vasd): 116 MPHEXPOSURE: CKz, EXPOSURE COEFFICIENT = 0.85G, GUST FACTOR = 0.85Kd, WIND DIRECTION FACTOR = 0.85Kzt, TOPOGRAPHIC FACTOR = 1.00Cf, GUST FACTOR COEFFICIENT = 1.4FOUNDATIONSCAST IN PLACE1.PIER FOUNDATIONS TO BE CONSTRUCTED IN ACCORDANCE W/ ACI 336.1-012.THESE FOUNDATIONS HAVE BEEN DESIGNED FOR SOIL TYPES SW, SP, SM, SC, GM & GC.IF OTHER CLAY TYPES ARE PRESENT, CONTACT ENGINEER OF RECORD BEFORE PIERCONSTRUCTION BEGINS.DRAINAGEDRAINAGETHE WALL PORTION OF THE PRECAST ASSEMBLY DOES NOT BEAR ON GRADE. THE WALL ISAPPROX. 2 INCHES ABOVE GRADE ALLOWING STORM WATER RUNOFF TO FLOW BELOW WALL.