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rrd esignl Ic-logo.j pg <br /> CORNER BARS TO CORNER BARS TO R&R DESIGN LLC <br /> MATCH HORIZ.REIN MATCH CROSS WALL CUT ALTERNATE ,;AJLNEC°s <br /> HORIZ.REINF. WIRES AT JOINT X"x 1y"PRE-MOLDED FIRST POUR SECOND POUR pe"I®r "rd sIg"mm <br /> (alt.hooks) CONT.MASTIC JOINT <br /> STRIP <br /> Qoint may be saw cut at <br /> contractor's option) <br /> SEE PLAN FOR SLAB PLASTIC VAPOR BARRIER SEE PLAN FOR SLAB BURKE"KEYKOLD"JOINT <br /> THICKNESS AND AND COMPACTED THICKNESS AND STOP REINF 1"CLEAR OF <br /> REINFORCING GRANULAR FILL PER REINFORCING JOINT EA.SIDE <br /> --ADDITION41 TYP.CORNER PLAN <br /> VERT.BARS BARS: 24 <br /> 24 F— <br /> Pill <br /> CROSS WALL <br /> ♦U1 <br /> PROVIDE CONTROL OR CONSTRUCTION JOINTS <br /> CONTROL JOINT IN SLAB ON GRADE TO BREAK UP SLAB INTO CONTRUCTION JOINT <br /> RECTANGULAR AREAS OF 225 SQUARE FEET OR <br /> LESS.AREAS TO BE APPROX.SQUARE AND HAVE <br /> Single Curtain NO ACUTE ANGLES. LU <br /> OO <br /> TYP REIF AT CONIC WALL CORNERS SLAB ON GRADE ♦^ <br /> 2 SCALE:NTS SCALE:NTS v/ <br /> Z W <br /> N O00d <br /> E Q N W Q <br /> M, m (C"04 <br /> /r/) <br /> PIPE SLEEVE <br /> j AS RE W <br /> LLJ LU <br /> C14 <br /> W <br /> ?_ <br /> ;\ \;\;\;\ ! <br /> 2'-0"min. EXCAVATION NOT LL <br /> ALLOWED BELOW <br /> THIS LINE Uj <br /> TYP PIPE PENETRATION THROUGH CONIC FDN <br /> 3 SCALE:NTS <br /> �1BIN ♦ <br /> V OF wAs191 <br /> y <br /> PAF k6C1 STER'�1� <br /> �SS�ONAL E�' <br /> GLZC 1523 <br /> GL ARCHITECTURAL ENGINEERING <br /> ED <br /> EMAILA GL2(X)2%GMAILGOM <br /> These plans and dawinp re o ghtetl In accoMance <br /> thh Federal St-t—Paga nip" fea Is due prior to <br /> ,permitted a"I""clion of""plans by any <br /> n all, e,or aI"ns thereof mthput wnden <br /> upeimiselon or d'tlesignerlennineer of recortl is expresshrely <br /> M1reM1nbeliecWe�pm�rtylo�ihe Jesignertantlr nth.EOR, <br /> NUMBER DATE DESCRIPTION OF REVISIONS <br /> 0811512023 PERMIT SET <br /> A- xx <br /> TITLE <br /> FOUNDATION <br /> TYPICAL DTLS <br /> SHEET NUMBER <br /> S1. 2 <br />