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SLAB ON GRADE (I) FRAMING ABOVE AND ANCHORAGE <br /> TILE FINISH PER ARGH'L AS OCCURS <br /> TO SLAB AS OCCURS <br /> 0 STEEL COLUMN PER PLAN OR 'D NOT USED H <br /> SCHEDULE 'D WIDTH PER PLAN OR SCHEDULE. 1o <br /> 18" MIN, 6 WIDTH PER PLAN OR SCHEDULE. C"i m <br /> O BASE PLATE PER PLAN O1 18" MIN. 'x, o � <br /> SCHEDULE w/ (4) 5IMPSON 3/8" MINIMUM EMBEDMENT PER -1 "'� °� coo <br /> DIA.TITEN HD ANCHOR w/ 3 1/4" FOUNDATION PLAN NOTES ® MINIMUM EMBEDMENT PERw rte.. <br /> 2 MIN.EMBEDMENT FOUNDATION PLAN NOTES ",. -= o`3' <br /> 5 ® FOOTING REINFORCING PER PLAN W a <br /> C/) <br /> �s O <br /> O SCHEDULE O FOOTINGINREINFORCING PER PLAN OR o 0 <br /> w ,— <br /> 3 x � � � <br /> A 1 �" <br /> © SLAB THICKNESS AND �o FINISF� =3 CL <br /> 1/2" IF REINFORCING PER FOUNDATION °�o ° oo °°°�� ck4cE°°o © FRAMING ABOVE AND ANCHORAGE �' co'a <br /> ° _ TO SLAB AS OCCURS O m C <br /> 3/4" 3/4" °° ; °° o�°o PLAN NOTES - 1=1 1'=1 - 1=' U III III I' PAD c,RA °C ti <br /> o° o a1, o - =III— o, <br /> o o °111 M °� o�° a�0% °�8 ° ° III O SLAB THICKNESS AND REINFORCING <br /> 8° <br /> °`� _ N 1/4 00 <br /> o=1 1=11 11 _III° °III- 1="I PER FOUNDATION PLAN NOTES <br /> ° ° ° ° °°°° ° ° O i— <br /> =1 -1 =1 1=I 1=1 I M. III;III III 111 <br /> N rJ U <br /> cc) <br /> 3 <br /> A. MAS OR LMA STRAPS MAY ONLY <br /> BE USED AT MONOLITHIC POUR A. MAS OR LMA STRAPS MAY ONLY BE Store: <br /> FA-1 KM vow USED AT MONOLITHIC POUR YOSEMITE & COTTAGE <br /> 107 NCANTLEVERED COLUMN AT SLAB 104 INTERIOR STUD WALL AT FOOTING 101 TYPICAL. EDGE OF SLAB MANTECA, CA 9533GRestaurant #95529 <br /> 126-190616 NO SCALE 104-190638 NO SCALE 101-201221 NO SCALE <br /> WIDTH EQUAL TO FOOTING TILE FINISH PER ARCH'L (1) SLAB THICKNESS AND Professional of Record: NAME <br /> THICKNESS O IS", WHICHEVER IS REINFORCING PER FOUNDATION <br /> 4 GREATER D NOT USED PLAN NOTES <br /> 'D WHERE STEP EXCEEDS 48", USE (1) WIDTH PER PLAN OR SCHEDULE. 'D WIDTH PER PLAN OR SCHEDULE. <br /> MULTIPLE STEPS 18" MIN, 18" MIN. <br /> 3 <br /> SLOPED REINFORCING AT STEP TO 1 ® MINIMUM EMBEDMENT PER I 4 (3) MINIMUM EMBEDMENT PER <br /> DESIGN <br /> MATCH AND LAP WITH LONGITUDINAL FOUNDATION PLAN NOTES FOUNDATION PLAN NOTES <br /> BARS = <br /> 5 FOOTING REINFORCING PER PLAN O m _.. ® TOP OF EXTERIOR SLAB Arch 1 t e C t u r 1 <br /> ® FREEZER WALL ABOVE AS OCCURS SCHEDULE <br /> FOOTING REINFORCING PER PLAN Solutions Group <br /> �°° °a °o�� &°° ° O SCHEDULE <br /> • • <br /> (E) LAP PER TYPICAL REBAR LAP CO FRAMING ABOVE AND ANCHORAGE o ° cs�v o o o o <br /> ° <br /> SCHEDULE (WHERE PRESENT) TO SLAB AS OCCURS �o °°0�� 4�0 11111 11111 � _ � _ °��� 38 EXECUTIVE PARK, <br /> MI III=11=III=III=' v =1 =1 III=' SUITE 310 <br /> T .o ° °°�o° ,J 0 SLAB THICKNESS AND REINFORCING <br /> I' IRVINE, CA 92614 <br /> O O ° o°°°�°° ° °�'�_AooPo <br /> PER FOUNDATION PLAN NOTES • <br /> I (11--1�7-1TI— PAD LADE - <br /> o, III I I 1=1 1= <br /> III=III � � <br /> A. G.G.TO VERIFY DEPTH w/ 5 U A. MAS OR LMA STRAPS MAY ONLY BE <br /> COOLER/FREEZER MFR Cq USED AT MONOLITHIC POUR O J N <br /> Q Z co <br /> H <br /> 108 TYPICAL STEPPED FOOTING AT DEPRESSED SLAB 105 TYPICAL. EDGE OF SLAB 102 TYPICAL DEPRESSED EDGE OF SLAB E38 y�P <br /> 106-182108 NO SCALE 105-182469 NO SCALE 102-190636 NO SCALE <br /> 0 BRICK VENEER FINISH PER ARCH'L (I) SLAB ON GRADE ® #4 "C" DOWELS AT 48" o.c.MAX. (I) LINE OF CONT.FOOTING BEYOND <br /> MIN.(2)DOWEL5 PER POPOUT <br /> NOT USED <br /> NON LOAD BEARING PARTITION #4 BENT DOWEL AT PERIMETER or- <br /> WALL <br /> F <br /> WALL (1) FINISH PER PLAN 'D POPOUT <br /> WIDTH PER PLAN O SCHEDULE. Prototype: P4 EXTENDED-HV,SCHEME A <br /> 6 18" MIN. 2 (1) HILTI X-U SHOT PINS AT 32" o.c. 414 AT 12" o.c.EACH WAY BOTTOM <br /> ® MINIMUM EMBEDMENT PER Prototype Issue Date: 6.29.2020 <br /> FOUNDATION PLAN NOTES ® CONT.REINFORCING FROM BEYOND Design Bulletin Updates: INCLUDED <br /> 8 <br /> FOOTING REINFORCING PER PLAN MIN.EMBEDMENT PER PLAN <br /> - Date Issued: Bulletin Number. <br /> O SCHEDULEA <br /> 3 I . SEE TYPICAL EDGE OF NOV. 2018 1 &2 <br /> © SEE ARCH'L FOR POPOUT <br /> SLAB DETAILS FOR 9 DIMENSIONS AND ADDITIONAL INFO. <br /> 1 � © FRAMING ABOVE AND ANCHORAGE <br /> INFO,SHOII,N BUT NOT 1 <br /> 6" MIN. TO SLAB AS OCCURS NOTED FRAMING AND ANCHORAGE TO <br /> '� . OR 1ST BLDG. SUBMITTAL <br /> FINISH c, aD� SLAB THICKNESS AND SEEBG.SNPOROSHEARWALLU <br /> o oo;° =R_ooA � <br /> I. REINFORCING PER FOUNDATION o. o ° o� g° • ANCHORAGE <br /> o�° rl—rrl PAD GRADE PLAN NOTES — — — — — — — — °of REQUIREMENTS <br /> °o � °°s° III=1 -1 °° °U I=__111= III-III-III=III=111 .,111 111 111111111 11 <br /> ® FREEZER WALL AS OCCURS 1 � I 2 =_ <br /> CT I- <br /> A. G.G.TO VERIFY DEPTH w/ <br /> COOLER/FREEZER WALL 18 <br /> Cq B. WHERE CURB HEIGHT EXCEEDS 6", REVISIONS: <br /> PROVIDE #4 VERT.AT 18" o c.AND <br /> 04 CONT.AT TOP OF CURB. SEE 4 3 1 08-07-20 1st. Bldg. Submittal <br /> ENGINEER LL 4ERE CURB HEIGHT © Cq 2 <br /> EXCEEDS 18" <br /> 3 <br /> 109 TYPICAL CURB AT EDGE OF SLAB AT DEPRESSED SLAB 106 INTERIOR NON-LOAD BEARING PARTITION WALL AT SLAB 103 EXTERIOR POPOUT AT FOOTING ISOMETRIC 4 <br /> 109-201221 NO SCALE 106-182108 NO SCALE 103-201221 NO SCALE 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 /> o � <br /> N Go (D <br /> (0 Sheet Number: <br /> RIGHTyUo <br /> C N do.' <br /> C: <br /> a) — r. <br /> engineers N � <br /> m <br /> 0­I: N <br /> J <br /> Q <br /> 1— <br /> Cd <br /> N <br />