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( MENU BOARD BY OT JR511) 27'-0" MAX.HEIGHT LIGHT POLE BllU DRIVE-TWRU ALINING BY OTHERS <br /> (D BASE PLATE AND ANCHOR RODS OTHERS <br /> 2U BASE PLATE AND ANCHOR RODS <br /> BY OTHERS (DI" x 9" x 0'-9" STEEL BASE BY OTHERS H <br /> 3" GLR U3 SIDEWALK OR LEVEL GRADE AS U3 SIDEWALK OR LEVEL GRADE A5 (3 SIDEWALK OR LEVEL GRADE AS W d CD <br /> T-P OCCJJRS OCCURS OCCURS ` . o ¢m', <br /> 4 MINIMUM EMBEDMENT' AND FOOTING <br /> � ® (6)*5 VERTICAL BARS ® (S)*6 VERTICAL BARS <br /> DEPTH PER SCHEDULE 4 4 x o rn <br /> S 5) *3 TIES AT 12" o.c. 45 AN „ � *3 TIES AT 12" o4. AS AN o M <br /> FOOTING DIA.PER�DULE 3 GLR ALTERNATE, TIES MAY BE 3 GLR <br /> ALTERNATE, TIES MAY BE <br /> FA CAISS�1 SECTION TYP REPLACED w/ SPIRAL TSP REPLACED tu/ SPIRAL v o <br /> © FOOTING REINFORCING PER REINFORCEMENT tu/ EQUAL SIZEREINFORCEMENT w/EQUAL SIZE Mm <br /> SCHEDULE 6 AND SPACING AND SPACING oZo <br /> ' <br /> rn <br /> � *3 TIES IN TOP 6" (3)*3 TIES IN TO 5" 6 ( ) TIES IN O ° m <br /> © E P © 3 *3 E$ OP 6 oc c� <br /> I 'I CAISSON SECTION FA ( CAISSON SECTION <br /> (4)3/4 DIA.ANCHOR BOLT'S w/ 24 0 <br /> ® *3 TIES AT 12" o c.AS AN � <br /> ALTERNATE, TIES MAY BE MIN.EMBEDMENT.w/ DOUBLE NUT � <br /> 1 REPLACED w/ SPIRAL AND WASHER <br /> REINFORCEMENT w/ EQUAL SIZE <br /> AND SPACING 2 <br /> 1 I = 1 <br /> TYPEFOOTING FOOTING FOOTING <br /> DIA. DEPTH® RIBAR© Store: <br /> MENU <br /> °) YOSEMITE & COTTAGE <br /> BOARD 3'-6" 3'-6" <br /> VERTICAL ^�. <br /> BARS MIN. .1 <br /> PRE$ELL (10) 3 MANTECA, CA 95336 <br /> BOARD 3'-0" 3'-6" VERTICAL 2 2 3 <br /> BARS BASE PATE Restaurant #RC529 <br /> ........ ....... <br /> $PPEAKER f'-0" T-0" VERTICAL <br /> BARS <br /> N Professional of Record; NAME <br /> , <br /> 3 2 3 37 m <br /> ....," ... .. 6 <br /> 6 <br /> FAA <br /> =1 I f=1 <br /> " - - ...,,,,,,"......" <br /> 1, 111 III a IIIA , III ,I' <br /> 3 C R 3" GLR DESIGN <br /> I 1—i I I 111-11 III 111-1 I- TTP. TYP. <br /> =III ISI—ISI � III ISI-1�1=1 � <br /> —III—III—I III—III—I A A o <br /> III—III III III—III Architectural <br /> 111111 IIIIIIIII o Solutions Group <br /> ' I'- <br /> 38 EXECUTIVE PARK, <br /> q SUITE 310 <br /> 6 4 4 IRVINE, CA 92614 <br /> 5 5 <br /> U A. REFER TO ARCH'L SHEETS FOR A. REFER TO ARCH'L $HEFT$FOR <br /> rn LIGHT POLE SPECIFICATION MENU AWNING SPECIFICATIONS <br /> 3 CL — 24" DIA. m T-6" DIA. <br /> wr <br /> ti <br /> d Z �w A�d0 N <br /> W QUq <br /> _J V N <br /> Go O Q z <br /> 121 MENU BOARD FOOTING 119 LIGHT POLE FOOTING AT PARKING LOT 117 DRIVE—THRU AWNING FOOTING = <br /> 122-190464 NO SCALE 113-200231 NO SCALE 122-190638 NO SCALE S�D3d <br /> 0 #4 Z BAR AT 46" o c. SEE ARCH'LlU BRICK VENEERT1U CO2 TANK BY OTHERS <br /> (D FOOTING WIDTH AND REINFORCING - 2D L5x5x5/16 LLV ANGLE w/ 1/2" DIA. 2D CO2 TANK LEG BY OTHERS <br /> PER PLAN x 3 I/2 EMBED HILTI KBB ANCHOR <br /> AT 16" o.c. U3 PROVIDE (I) 1/2" DIA.SIMPSON <br /> �3 VARIES - SEE CIVIL DRAWINGS 4 TITEN 6CRElt16 w/ 3 1/2" MIN. <br /> 5 �3 ANGLE TO BEAR IS" ON VENEER EMBEDMENT Prototype: P4 EXTENDED-HV,SCHEME A <br /> ® SEE FOUNDATION PLAN NOTES OR ADJACENT TO LINTEL CONDITION <br /> PLAN($)FOR MIN.EMBEDMENT Prototype Issue Date: 6.29.2020 <br /> 1/4 /� ® I2GA SEISMIC PINTLE AT 16" ac. Design Bulletin Updates: INCLUDED <br /> 5 �5 1 I/2" DRYPACK 1 HORIZ.AND VERT'.w/ SEISMIC 1 <br /> I LADDER 9GA WIRE JOINT Date Issued: Bulletin Number. <br /> LaiREINFORCEMENT IN HORIZ.BED <br /> JOINT LOCATED IN MIDDLE 113 OF g NOV. 201$ 1 &2 <br /> SEE ARCH'L VENEER WIDTH, LAP SPLICE 4" MIN. <br /> 00 o 0 <br /> � 2 <br /> �' O -O-WALL SEISMIC$MIC DUR-O-EYE 1ST BLDG. S lJ B M I1TAL <br /> ° oo o- osoo <br /> 0000 0 0 <br /> 9GA JOINT REINFORCEMENT AT I6" <br /> 1=11 F I=1 I - 1=' 7 oc.VERT.w/FACTORY INSAT'LLED <br /> I6GA PLATE$ AT 16" p.c.TO <br /> RECEIVE SE15MIC PINTLE.ALL <br /> = 1 <br /> COMPONENTS TO BE HOT DIPPED I, <br /> GALVANIZED. <br /> U 2 3 <br /> m O ILI It <br /> REVISIONS: <br /> 1 08-07-20 1st. Bldg. Submittal <br /> 2 <br /> 122 STEEL. COLUMN AT CONCRETE FOOTNG 120 BRICK VENEER AT CMU WALL 118 CO2 TANK ANCHORAGE 3 <br /> 1ZZ-ZO1ZZ1 NO SCALE 110-190638 NO SCALE 125-200231 NO SCALE 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> Sheet Title: <br /> FOUNDATION <br /> DETAILS <br /> Date: 7.23.2020 <br /> Project Number: RAC19024.0 <br /> Drawn By: CAD <br /> E <br /> 0 8 <br /> N G0 w <br /> N Sheet Number: <br /> RIGHT o <br /> o <br /> C c � <br /> engineers > - <br /> IN 't S4m3o <br /> J <br /> CCQ <br /> G <br /> A m <br /> N <br />