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DI COLUMN PER PLAN ADDITIONAL CANOPY FRAMING 0 IS VERT. AT 16" o.c. w/ STANDARD <br /> AND WRAP BY OTHERS NOOK INTO FOOTING.GROUT WALL <br /> 02 (2) 05 IN END WALL <br /> SOLID <br /> 2 0 HSS 2 I/2 x 2 1/2 x I/8 <br /> *5x3'-0" A106 DOWELS AT 24" o.c. (D (3) *5 CONT. BOTTOM H <br /> 3 1 WELDED TO HSS COLUMN w/ STUD 1 2 <br /> GUN w/3/16 WELD ALL AROUND ( *4 CONT. IN B" MIN. BOND BEAM. W o <br /> 2 __ _______ PROVIDE 2" MIN.GROUT COVER W c\J c� <br /> -- ----- <br /> 9 ALL AROUND '� o <br /> I M v ti ti <br /> ® ALTERNATE BENDSw o ~ ti <br /> O5 NATURAL GRADE OR COMPACTED W Q E <br /> SUBGRADE <br /> v cn o <br /> 3 ® *4 CONT. IN S" MIN. BOND BEAM AT X a=CD o <br /> U MID-HEIGHT O �' o a� <br /> TYP �„ N ti <br /> TOP AND 1/4 3 EQ EQ � CONCRETE FLAT WORK BY OTHERS CO N <br /> BOTTOMo I/4 <br /> rn <br /> 1 ® co <br /> FINISH PER ARCH'L <br /> 09 STEEL COLUMN PER PLAN <br /> II II <br /> A. EMBED COLUMN FULL HEIGHT OF $ <br /> CMU WALL / 11 IT <br /> X II II <br /> II IT <br /> 0 II Store: <br /> 307 COLUMN AT WALL CORNER CONNECTION (PLAN VIEW) BEAM TO BEAM CONNECTION 6 II II KETTLEMAN & L. SACRAMENTO <br /> 238-190638 NO SCALE 303 234-190521 NO SCALE I I I I <br /> II II LODI, CA 95242 <br /> II II Restaurant #RC576 <br /> 5 EQ. II II EQ_ <br /> P4E-HV-M SCHEME A <br /> Professional of Record: NAME <br /> II II <br /> +I <br /> z FAA <br /> - <br /> � z <br /> o � <br /> " 4 <br /> A 0 A. SEE G.S.N.FOR ADDITIONAL DESIGN <br /> 1/4 TYP REQUIREMENTS AND ITEMS SHOWN <br /> II II II III' BUT NOT NOTED Arch i t e c t u r a l <br /> -I I- 2 3" ALL REBAR LAP LENGTHS PER <br /> CLR Solutions Group <br /> B. <br /> u SCHEDULE, U.N.O. 1 101 Central Expressway South <br /> n` 3'-6" MIN, Suite 100 <br /> C. FENCE WALL SHALL NOT BE USED Allen, TX 75013 <br /> AS A FLOOD WALL OR OTHERWISE CONTACT: EVERETT FIELDS <br /> LOADED UNLESS SPECIFICALLY (469) 619-1164 <br /> NOTED. SEE G.SN.FOR EFIELDS@PMDGINC.COM <br /> CLARIFICATION. <br /> A. DECK OR FINISH NOT SHOWN FOR D. SPECIAL INSPECTION IS REQUIRED <br /> CLARITY <br /> JK bib <br /> ti <br /> co z <br /> U �6dcm <br /> � o <br /> ¢W a N <br /> 304 BEAM TO COLUMN CORNER CONNECTION 301 TYPICAL TRASH ENCLOSURE o co <br /> =Q z° o N <br /> 235-182108 NO SCALE 301-201598 W WAX <br /> 038 <br /> (I) <br /> 5 <br /> ( NOT USED ® TRASH ENCLOSURE GATE POST BY (I TRASH ENCLOSURE SLAB ON <br /> OTHERS GRADE <br /> O ADDITIONAL CANOPY FRAMING <br /> AND WRAP BY OTHERS 0 CAISSON FOOTING BY OTHERS, 0 STEEL COLUMN PER PLAN OR <br /> 3'-0" DIA.MIN. SCHEDULE <br /> HSS 2 I/2 x 2 1/2 x I/8 <br /> 3 2 (3) BASE PLATE PER PLAN OR <br /> GRINSCHEDULE w/ (4) 5IMP50N 3/6" <br /> Prototype : P4E- HV 2020 -2.0 RELEASE <br /> SM OOTD _ ___ __ ___ 4 � (DSITAINLESS S EEL)ANCHOR <br /> A Prototype Issue Date: 7.14.2020 <br /> 3 1 <br /> 8„ Design Bulletin Updates: -- <br /> I <br /> — Date Issued: Bulletin Number: <br /> z 1 1/2" 5" 1 2" <br /> I � - <br /> I <br /> =_I'I-I'I 1/4 <br /> TYP 1ST BLDG. SUBMITTAL <br /> 1/4 ;I ©®® <br /> I I <br /> I I <br /> I I <br /> I I 3 <br /> I-111-111-111-1'' A I PLAN VIEW <br /> �i- - -� <br /> REVISIONS: <br /> 305 BEAM TO COLUMN CONNECTION 302 TRASH ENCLOSURE COLUMN AT SLAB 1 12.22.2020 1 st Building Submittal <br /> 236-190521 NO SCALE 114-1132485 NO SCALE 2 <br /> 3 <br /> ( COLUMN PER PLAN 4 <br /> 5 <br /> �2 *3 HOOKED DOWEL AT 24" o.c. TO <br /> 6 <br /> LAP w/ HORIZONTAL REBAR <br /> 7 <br /> (3 (2) 05 IN END TO LAST CELL OF 8 <br /> WALL <br /> ® *5x3'-0" A106 DOWELS AT 24" o.c. <br /> WELDED TO HSS COLUMN w/ STUD <br /> GUN w/3/16 WELD ALL AROUND Sheet Title: <br /> 4 TRASH ENCLOSURE <br /> 3 DETAILS <br /> Date: 12.07.2020 <br /> 2 Project Number: 202175 <br /> Drawn By: TA/CAD <br /> E <br /> 0 <br /> 1 A. EMBED COLUMN FULL HEIGHT OF o 00 <br /> CMU WALL a, <br /> y Sheet Number: <br /> CD <br /> IMRIGHT <br /> Ivo <br /> a� •� ti <br /> engineers N � <br /> 306 COLUMN AT WALL CONNECTION (PLAN VIEW) S6m2 <br /> J <br /> 231-190638 NO SCALE Q <br /> N <br /> O C <br /> N <br /> N m <br /> N <br />