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(DSLAB THICKNESS AND5 <br /> Ul BRICK VENEER FINISH PER ARCH'L (DBRICK VENEER FINISH PER ARCH'L <br /> REINFORCING PER PLAN 5 AS OCCURS U2 NOT USED <br /> (2 LENGTH OF THICKENED SLAB PER --ID (D NOT USED o <br /> PLAN 6 ( WIDTH PER PLAN OR SCHEDULE. 47.4 CY) <br /> (3 WIDTH PER PLAN OR SCHEDULE. 18" MIN. <br /> �3 (2)#3 MIN.AT 1(V" oz.MAX wl #3 7 18" MIN. <br /> HAIRPINS AT 48" oz.OVERLAP ® MINIMUM EMBEDMENT PER w C) ti <br /> HAIRPINS BY 12" MIN. ® MINIMUM EMBEDMENT PER 6 FOUNDATION PLAN NOTES <br /> FOUNDATION PLAN NOTES _ WCLE <br /> 7 8 ( FOOTING REINFORCING PER PLAN OR w <br /> do <br /> 1 ca ( FOOTING REINFORCING PER PLAN OR SCHEDULE wcc <br /> o <br /> 1 0 o c�E SCHEDULE <br /> 3o° s ° �o — — — PINISFI © FRAMING ABOVE AND ANCHORAGE O �' c�'n <br /> °°o III III=1' PaD © FRAMING ABOVE AND ANCHORAGE _ TO SLAB AS OCCURS m <br /> o — TO SLAB AS OCCURS co o ,•_ <br /> o ° ° ° ° °° I� o °off PINi%4 GRADE SLAB THICKNESS AND REINFORCING cCO <br /> oo <br /> oq <br /> ° ° ° �° 1- 0 SLAB THICKNESS AND REINFORCING °°°°°°off °°°moo° ___ PER FOUNDATION PLAN NOTES <br /> =1 -1 1= =1Ti—iTl— — <br /> =1 I_ 3 =1 I- PER FOUNDATION PLAN NOTES -III—I —III=1 1=' III=III I I' GRA ® SIMP50N RCKUU55 MOMENT CLIP AT ~ <br /> III—I —� „ <br /> 36 oz. <br /> 5 A. MAS OR LMA STRAPS MAY ONLY BE IIIJII I I <br /> v USED AT MONOLITHIC POUR <br /> 3" CLR rn • <br /> (D 5 v A. MAS OR LMA STRAPS MAY ONLY BE Store: <br /> 3" CLR M USED AT MONOLITHIC POUR <br /> co YOSEMITE & COTTAGE <br /> 115 TYPICAL THCKENED SLAB 113 TYPICAL EDGE OF SLAB 110 TYPICAL EDGE OF SLAB MANTECA, CA 95336 <br /> 119-1821169 NO°.SCALE 113-201221 NO SCALE 110-201221 NO SCALE Restaurant #RC529 <br /> (D REFER TO DETAIL 01/80.6 FOR (1 SSWAB PER SIMPSON STRONG TIE ® #4 "C" DOWELS AT 48" o c.MAX. (1 LINE OF CONT.FOOTING BEYOND Professional of Record: NAME <br /> GRADE BEAM INTERSECTION AND MIN,(2)DOWELS PER POPOUT <br /> REBAR LAP REINFORCEMENT 'D 04 LONGITUDINAL BAR. TIE (2 #4 BENT DOWEL AT PERIMETER OF <br /> ANCHOR BOLTS TO REINFORCING BRICK VENNER FINISH PER ARGH'L POPOUT <br /> (2 (10)01 VERT.BARS AS REQ'D FOR ACCURATE A5 OCCURS <br /> ( STEEL BASE PLATE PER PLAN OR PLACEMENT A. SEE TYPICAL EDGE OF SLAB O 04 AT 12" oz,EACH WAY BOTTOM <br /> 5 6 5 WAM 3 "de" ®"F" DETAILS FOR INFO,SHOWN BUT NOT <br /> SCHEDULE <br /> MODEL NOTED .1 5.. ® CoNT.REINFORCING FROM BEYOND <br /> DESIGN <br /> 3 ® GROUT BELOW BASE PLATE PER 55Wi2 n° 1 i° <br /> ( MIN.EMBEDMENT PER PLAN <br /> G.S.N.AND APPLICABLE COLUMN S5lUi5 1523° 9 A C G h 1 t@ G t u r a <br /> 4 BASE PLATE DETAIL ® 66W18 15" 23° ® SEE ARCH'L FOR POPOUT <br /> oo <br /> ©: <br /> A S&M 1 15' 23° DIMENSIONS AND ADDITIONAL INFO. Solutions Group <br /> ° °� �5 SLAB ON GRADE (AS OCCURS) <br /> FAA <br /> 6604 15° 23" <br /> /—<D <br /> ° ° ? FRAMING AND ANCHORAGE TO <br /> I <br /> °@o, <br /> ° ° ° AND CLOSURE POUR BY OTHERS, <br /> MIN' 38 EXECUTIVE PARK, <br /> CLOSURE POUR SHALL PROVIDE 3" ,; SLAB OR POPOUT AS OCCURS. SUITE 310 <br /> 1I I( 1 i 1 11 = MIN CLR COVER TO BASE PLATE ( 24 " MIN.FOR S5W12, 1 '1/8" MIN.FOR � � - SEE G.S.N.OR SI-IEARIUALL IRVINE, CA 92614 <br /> 11 I 11 III= `� SCHEDULE FOR ANCHORAGE <br /> AND ANCHOR RODS 1 SSlU15-24 _ <br /> 1 I I r. i 1 III °° ° REQUIREMENTS <br /> j �� . <br /> I� � <br /> a 1 j i ® PLACE CLOSURE POUR AFTER ® 2 ?/8" MIN.FOR SSlU12, 2 3/4" MIN, <br /> 8 1—T I L COMPLETION OF STRUCTURAL ��`V��A� j 1(' FOR S5WIE5-24 <br /> 1 III_ <br /> FRAMING ABOVE (i.e., ELEVATED —� HEAVY HEX AND WASHER PER ( j <br /> if FLOOR/ ROOF FRAMING, ELEVATED I <br /> (P I1 I SLABS AND DECKS, ETC.) n, j j (:j SIMPSON STRONG TIE I I j . �GWEER <br /> ii' iii i i. 3" CLR j (� �' 8 b, <br /> LINE OF SLAB BEYOND MIN. c� ® 6" MIN.FOR S5W12 AND SSW15, 8" dQ <br /> IT y <br /> MIN.FOR S51U18, 6501, AND SSUJ24 � N Z <br /> 1 z ® (3)#3 TIES IN TOP 5" 4 3 U W J c6j N <br /> 2 �9 STIRRUPS PER MFR& _ —� o �c C <br /> o �9 #3 TIES AT 12" oz. <br /> ® SPECIFICATIONS © �`' Z`� Z co <br /> ' 9 M EXTERIOR POPOUT AT FOOT�IG ISOMETRIC <br /> �� 3ti <br /> 111 103-182099 NO SCA <br /> LE <br /> 5" <br /> Ul BRICK VENEER FIN15H PER ARCH'L <br /> 111,�,Illlllllll ,. <br /> (2 NOT USED <br /> ® �3 WIDTH PER PLAN OR SCHEDULE. Prototype: P4 EXTENDED-HV,SCHEME A <br /> 18" MIN. <br /> TLI <br /> _ N ? 4 MINK EMBEDMENT PER Prototype Issue Date: 6.29.2020 <br /> � =11 111-111=III=III III I � <br /> FOUNDATION PLAN NOTES Design Bulletin Updates: INCLUDED <br /> I <br /> 3';6' MIN. o00 /�//�/�/�/;/, ? SCHEDULE <br /> � FOOTING REINFORCING PER PLAN OR Date Issued: Bulletin Number: <br /> 2 ? 2 ° o° //� r/i./// <br /> 0 ° o` 9 j � NOV.2018 1 &2 <br /> © FRAMING ABOVE AND ANCHORAGE <br /> 2 A. EDGE BEAM AND SLAB TO SLAB AS OCCURS <br /> % REINFORCING NOT SHOWN FOR 1ST BLDG. S U B M ILIAL <br /> 8 CLARITY "co SLAB THICKNESS AND REINFORCING <br /> N <br /> CJP o� FINISFI GRADE PER FOUNDATION PLAN NOTES <br /> o <br /> o B. REFER TO TYPICAL CURB AT ° o°o °° °�°� o o°° • -- <br /> 2 EDGE OF SLAB DETAIL FOR I— —Iii — — — — <br /> " CLR MORE INFORMATION =1 I— —' III-1 -1 I' ��'` SDE <br /> .III—III—III- <br /> 0 o TYP III=III <br /> C. WHERE SIMPSON STEEL <br /> ® ® STROP-WALL IS LOCATED ON <br /> o o SLAB (NO CURB), REFER TO <br /> N • 3 TYPICAL EDGE OF SLAB DETAIL <br /> +: SECTION FOR MORE INFORMATION 5 A. MAS OR LMA STRAPS MAY ONLY BE REVISIONS: <br /> v USED AT MONOLITHIC POUR <br /> j D. DO NOT NOTCH CURB AT SSW 3 CLR 1 08-07-20 1st. Bldg. Submittal <br /> VEW 2 <br /> 3 <br /> 116 CAISSON FOOTING 114 SIMPSON STEEL. STRONG—WALL AT FOUNDATION (BC 2000/2003) 112 TYPICAL EDGE OF SLAB 4 <br /> 112-20023'1 NO SCALE 118-182108 NO SCALE 112-201221 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 /> a � <br /> IIIIIIIIIIIIIIIIIIIN <br /> RIGHTN Sheet Number: <br /> c N d,- <br /> v � nS4m2 <br /> engineers Nit <br /> 0 <br /> m N <br /> C, J <br /> X G <br /> N m <br />