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SEE ARCH'L (D BRICK VENEERT (I CO2 TANK BY OTHERS <br /> (D L566/16 LLV ANGLE w/ 1/2" DIA. 02 CO2 TANK LEG BY OTHERS <br /> x 3 1/2 EMBED HILTI KBB ANCHOR y <br /> AT 16" o.c. ( PROVIDE (1) 1/2" DIA. SIMPSON T <br /> 4 TITEN SCREWS w/ 3 1/2" MIN. W CZ) <br /> 5 00 <br /> ANGLE TO BEAR IS" ON VENEER EMBEDMENT ` x Lo <br /> ADJACENT TO LINTEL CONDITION nn ti C.0ti <br /> w " � N <br /> ® 12GA SEISMIC PINTLE AT 16" o.c. o rn <br /> HORIZ. AND VERT. w/ 5EI5MIC1 W Q M <br /> LADDER 13GA WIRE JOINT fl <br /> REINFORCEMENT IN HORIZ. BED v UDo <br /> JOINT LOCATED IN MIDDLE 1/3 OFC:) <br /> M <br /> SEE ARCH'L VENEER WIDTH, LAP SPLICE 4" MIN. 2 o a, <br /> O <br /> ;7' � <br /> (k) DUR-O-WALL SEISMIC DUR-O-EYE <br /> 9GA JOINT REINFORCEMENT AT 16" CD M <br /> o.c. VERT. w/FACTORY INSATLLED coo Q; <br /> 16GA PLATES AT 16" p.c. TO <br /> RECEIVE SEISMIC PINTLE. ALL <br /> 1 COMPONENTS TO BE HOT DIPPED I I I II i i l i i lI <br /> GALVANIZED. <br /> 2 3 <br /> Store: <br /> KETTLEMAN & L. SACRAMENTO <br /> 120 BRICK VENEER AT CMU WALL 118 CO2 TANK ANCHORAGE LODI, CA 95242 <br /> 110-190638 NO SCALE 125-200231 NO SCALE Restaurant #RC576 <br /> ( MENU BOARD BY OTHERS ( 27'-0" MAX. HEIGHT LIGHT POLE BY P4E-HV-M SCHEME A <br /> (2 BASE PLATE AND ANCHOR RODS OTHERS Professional of Record: NAME <br /> • BY OTHERS <br /> (D I" x 9" x 0'-9" STEEL BASE <br /> 6 vA <br /> 0 <br /> 3„ CLR �3 SIDEWALK OR LEVEL GRADE AS (3 SIDEWALK OR LEVEL GRADE AS <br /> TYP OCCURS OCCURS <br /> ® MINIMUM EMBEDMENT AND FOOTING DESIGN <br /> FA <br /> DEPTH PER SCHEDULE ® (6) "5 VERTICAL BARS <br /> 8 ( 113 TIES AT 12" oz. AS AN <br /> FOOTING DIA. PER SCHEDULE 3" CLR ALTERNATE, TIES MAY BE <br /> n CAISSON SECTION TYP' 4 REPLACED w/ SPIRAL Arch i t e c t u r a l <br /> ® FOOTING REINFORCING PER REINFORCEMENT w/ EQUAL SIZE Solutions Group <br /> SCHEDULE 6 AND SPACING 1 101 Central Expressway South <br /> Suite 100 <br /> 0 03 TIES IN TOP 6" © (3) 03 TIES IN TOP 5" Allen,TX 75013 <br /> nCAISSON SECTION CONTACT: EVERETT FIELDS <br /> ® 03 TIES AT 12" o.c. AS AN (D (4) 3/4" DIA. ANCHOR BOLTS w/ 24" (469) 619-1164 <br /> ALTERNATE, TIES MAY BE MIN. EMBEDMENT. w/ DOUBLE NUT EFIELDS@PMDGINC.COM <br /> 1 REPLACED w/ SPIRAL AND WASHER <br /> REINFORCEMENT w/ EQUAL SIZE <br /> AND SPACING I" 1" 2 <br /> 1 1 EER <br /> FOOTING FOOTING FOOTING <br /> TYPE DIA. (5) DEPTH® REBAR© a 6' C) �6d O o <br /> (10) 05 ® Qw3 ¢ N <br /> MENU 3'-6" 3'-6" VERTICAL U- co <br /> BOARD BARS y ll MIN. 9 O O Q z r <br /> PRE5ELL <br /> 3'-0" 3'-6" VERTICAL 2 �(S� �c <br /> BOARD BARS n BASE PLATE Jab <br /> (4) 05 <br /> SPEAKER 1'-0" 2'-0" VERTICAL X <br /> POST BARS Q <br /> z i i o <br /> 6 i i <br /> Prototype : P4E- HV 2020-2.0 RELEASE <br /> 3" CLR. Prototype Issue Date: 7.14.2020 <br /> —III—III—I III—III—I I1= TYP. Design Bulletin Updates: -- <br /> =1 11=1 11=1 I I I I 1=1 11=1 11=1 <br /> —III—III—I I III—III—I I' A <br /> =1 1=1 1=1 1=1 Z Date Issued: Bulletin Number: <br /> ,�IIIIII IIII�IIII o -- -- <br /> I <br /> A 1ST BLDG. SUBMITTAL <br /> 6 4 <br /> � 5 <br /> u A. REFER TO ARCH'L SHEETS FOR <br /> m LIGHT POLE SPECIFICATION <br /> ill I�li�,�ll—� 24" DIA. U <br /> �311 CL �n <br /> REVISIONS: <br /> 12.22.2020 1st Building Submittal <br /> 1 <br /> 121 MENU BOARD FOOTING 119 LIGHT POLE FOOTING AT PARKING LOT 2 <br /> 122-190464 NO SCALE 113-200231 NO SCALE 3 <br /> 4 <br /> (D 04 Z BAR AT 46" o.c. 5 <br /> 6 <br /> (2 FOOTING WIDTH AND REINFORCING 7 <br /> PER PLAN <br /> 8 <br /> �3 VARIES - SEE CIVIL DRAWINGS <br /> I I <br /> ® SEE FOUNDATION PLAN NOTES OR <br /> PLAN(S)FOR MIN. EMBEDMENT Sheet Title: <br /> I I v4 <br /> 5 0 1 1/2" DRYPACK FOUNDATION <br /> DETAILS <br /> 0 <br /> O Date: 12.07.2020 <br /> o <br /> o <br /> Project Number: 202175 <br /> =1 1-11 11=111=' <br /> Drawn By: TA/CAD <br /> z <br /> F E <br /> _ o <br /> O O <br /> U <br /> • — O 00 a) <br /> N <br /> O <br /> 2 C'4 .21 Sheet Number: <br /> U 3 <br /> U v U o <br /> � •- <br /> rte <br /> engi neers N � "Zt S403 <br /> J <br /> 122F— <br /> STEEL COLUMN AT CONCRETE FOOTING <br /> C14 <br /> 122-201221 NO SCALE C'V m <br />