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• <br /> ARCHITECT OF RECORD: <br /> JAMES A. HAI�EY <br /> 6700 ANTIOCH PLAZA <br /> SUITE 300 <br /> MERRIAM, KS 66204 <br /> COPYRIGHT NOTICE <br /> This drawing was prepared for use <br /> on a specific site <br /> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 �ont�mpo�aneous�,W�tn rt$ �$sue <br /> date and it is not suitable for use on <br /> a different project site or at a later <br /> 175'-0" <br /> time. Use of this drawing for <br /> 16'-3" 4'-9" 11'-6" 1Q'-6" 11'-0" 11'-0" 10'-0" 12'-0" 4'-9" 15'-10" 25'-2" 20'-0" 22'-3" reference or example on another <br /> project requires the services of <br /> properly licensed architects and <br /> -_--�--- ----..--------------_-------- ---�-------------_----- engineers. Reproduction of this <br /> I I ' ' i � i i �l� i i�...� _^'__--_-_P� � � i drawing for reuse on another project <br /> --3 ! is not authorized and may be <br /> �.________ <br /> �-------� �',� contrary to the law. <br /> �__-� <br /> � � `, � <br /> , � C ONSULTANT <br /> $ �� � — <br /> i i i i i � t i � i i iq s i i <br /> 2.0 , <br /> � � . � . . � � r_ .-. . � . � . . <br /> / � : ✓, / i f� ! •i r , � ! / �' s I". �' �' . _._.._.,.._ _._._._._..__' __ ___.__`..—.'._'_— t . .. . . . ..,.a � .r t <br /> ��„�„z�.-;�-� ______� __: - ---- _-_.__ _.� __...�___---� I_.__. � - , ,� <br /> H - � ; � ��-����-, , ENGINEERING + DESIGN <br /> i� ; ��-- i i � '� / <br /> sz.o � e� ,.�'' 3933 SW Kelly Avenue <br /> t �.� L_�� i i � <br /> � i NEW NACUUM �� �� � <br /> { � `-�`�`"� /� Portland, Oregon 97239 <br /> o �i ' __; ! 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'_ '_ ' ..r_---U _ ' ' <br /> A _ _ ---.- _ - _ ' r --�-� _____ ____ _.__.____.____ _ ____ �_ __�__.__ <br /> I I I ' �: . : � + 3 NEW RAMP,CUT OUT <br /> NEW CONCRETE SLAB AT � � . °•� - �' :. , ' ; ! ��` 4 DATE: 04/04/1$ <br /> VESTIBULE PER FOUNDATtON �¢-�'� ' - � � • - ' ' � EXISTING SLAB AND <br /> .. 3 . �._ ..•L�. -. . � f � � S2.0 REPLACE SLAB PER <br /> NOTE 3,PROVIDE TURNDOWN . ;: � ' • -•�� -�: -�-=� � ��� "-- �------'�---= FOUNDATION NOTE 3, <br /> S�AB EDGE FOOTING PER `- 1 <br /> SLOPE PER ARCH DRAWN BY: KRS <br /> DETAlL(7/52A) <br /> �__., �---__, �._k # # j E <br /> ;_-._, � <br /> ( � i , ...�_;. _ _ . ` __� .� __ - _.e_ __ �._ _._._t__..l��_._...__ i � , • <br /> i...___.�__----...______....__._�_.._...._.�____.,_��...�._......:___..__.�__._..�._ _ _�.._...__�_..v.e.�.______._._,,. ___.._.._..__�_._.+_.__,,._._,.,_.�..._�.......__,._____.__._._..,_.._._,__.v._._..__._._.__..._._.._t.�...i_...__._.._.___._.,_._...._._.._.�__.__._...._____---w_. .__.._...____..__......._.,._____.�._._.._._._______....._,�..______._...._.._...N___.___....._._..___._..___.___.__..________�_____._._.�___.� . <br /> _.__.____--�--_.�_._.�__.___._._____.�__.,.w.___.._ �___ CHECKED BY• JJE <br /> FOUNDATION LEGEND: FOUNDATION NOTES: <br /> JOB# 201708'13 <br /> A FOUNDRTION PL/`1N '�r' (E)CONCRETE WALL 1. CONTRACTORTO VERtFYALL OIMENSIONSAND ELEVATIONS WITH <br /> ARCHITECTURAL DRAWINGS. <br /> � NEW CFS 6005162-33 STUDS AT 16"O.G. 2. CONTRACTOR TO VERIFY EXISTING FRAMING WITH CONDITIONS sHeer Trne <br /> �7� .� 1/8"=1'-0" <br /> �i 1Tit {E)WOOD STUD WALL D SOCREPANC ES OCCURR TO BEGINNING WORK. NOTIFY ENGINEER IF <br /> � � (E)TS OR PIPE COLUMN 3. REPLACEMENT SLABS TO BE MINIMUM 4"THICK CONGRETE SLAB WITH <br /> #4 BARS AT 24"O.C.EACH WAY,TYPICAL UNLESS OTHERWISE NOTED <br /> ON PLAN.DOWEL NEW SLABS TO EXISTWG PER DETAIL(1/S2.0). <br /> FOUNDATION <br /> PLAN <br /> SHEET NO. <br /> S1 . a <br />