3003 W CASINO RD 2017 BLDG 40-41 Plans 2022-11-04

I. . . . . . .. . ' . ''',) ,t" . . . . . . . , `'. +.,.. � 1 rl ., � � . . . . '. ; .. � ' . .� , ' . '' i .. . ,. .. .. . , , ' . . � � 9.. � � �'� r{j� , I . .;,.. , . . .. : .; .��, ... i :"��1 � i... . ; . � ., . ,. .. . . I.. 1P'� � '�, � � ., _ ,. . : '.,�. �.. . . �' . ' � . �'.. .,�... . ...... .. .... . .... . .... . ..:.� ..... . .. . .. . .,. . ' : . FouN�aTioNs ' PLAN FRONT BACK & AND F DEGREES FAHRENHEIT P PIPE � ' SECTION @ AT FD FLOOR DRAIN PC PRECAST SPREAD FOOTINGS: DESIGN SOIL BEARING PRESSURE = 1500 PSF. ALL FOOTINGS SHALL BEAR ON SUITABLE VIEW ELEVATION ELEVATION °, DEG DEGREE FDN FOUNDATION PCF POUNDS PER CUBIC FOOT UNDISTURBED SOIL AND AND/OR PREPARED BASE MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER. ERE SUITABLE UNDISTURBED SOILS ARE NOT FOUND AT THE SPECIFIED FOOTING ELEVATION, OVER-EXCAVATE �, DIA DIAMETER FF FAR FACE PCP PRECAST CONCRETE PANE WH # NUMBER, POUND FG FRICTION GRIP BOLT PEN PENETRATION TO THE DEPTHS REQUIRED BY THE GEOTECHNICAL ENGINEER AND REPLACE MATERIALS WITH STRUCTURAL FILL, __ ______ ____ _ WIDE FIN FINISH PERP PERPENDICULAR LEAN CONCRETE, OR PROVIDE OTHER PREPARATION AS DIRECTED BY THE GEOTECHNICAL ENGINEER TO ACHIEVE F►�NGE AB ANCHOR BOLT FL FLOOR; FLOOR LINE PH PENTHOUSE THE REQUIRED BEARING CAPACITY. ACI AMERICAN CONCRETE INSTITUTE FLG FLANGE PJP, PP PARTIAL JOINT PENETRATION WELD ADDL ADDITIONAL FOS FACE OF STUD PL PLATE EXISTING STRUCTURE ' - �� -------- ADJ ADJACENT FP FIREPROOF; FULL PENETRATION PLC PLACE RUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL -- ---- --- ----- -- ------ CHANNE� AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL FRMG FRAMING PLF POUNDS PER LINEAL FOOT EXISTING ST AGGR AGGREGATE FS FULL SIZE; FAR SIDE PLYWD PLYWOOD VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL -------- AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION FT FOOT; FEET PP, PJP PARTIAL JOINT PENETRATION WELD CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION ALT ALTERNATE FTG FOOTING PREFAB PREFABRICA ANY ALUM ALUMINUM FV FIELD VERIFY PS PRESTRESSED BEFORE BEGINNING WORK. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS, EMBEDMENTS, AND OPENINGS -------- qN��E - � -—- -— —-—-—- -— —-—-—- ANSI AMERICAN NATIONAL STANDARDS INSTITUTE PSF POUNDS PER SQUARE F NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS , ,, . , „ J� , . _ . , .:. - APA AMERICAN PLYWOOD ASSOCIATION GA GAGE, GAUGE PSI POUNDS PER SQUARE INCH NOT SHOWN. - , ; � : � � � APPD APPROVED GALV GALVANIZED PT POST-TENSIONED ; _ _ ,., ; ; � A P P R O X APPROXIMATE GB GRADE BEAM ' PVC POLYVINYL CHLORIDE MISCELLANEOUS � - : - - I � AR ANCHOR RODS GFRC GLASS FIBER REINFORCED CONCRETE � _ _ —.—_ -—- - - -