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PER ELEYA�TOR MFR. <br /> 5�E SI�L DET�41�. <br /> W/�LL ABOVE PER <br /> SL�B-ON-GRAD� PL�N (WHERE OGGURS) - � -�,- -� - <br /> SL�B-ON-GRAD� PER AND REINF. �� i <br /> P�AN (ELEVATED P�R PLAN I � <br /> ,--- - _ � � 1�.! <br /> STRUGTURAL SLAB AT 51M.}, .- ` <br /> REIN�. NOT SHOWN = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � r � <br /> ' �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . � �i <br /> O � <br /> o � <br /> PER = ° °°� o g' � #5 � I6" O.G. �.W., � 8�� WF�LL, EXGEPT — — — S � ��� � . <br /> ARGH. � � � G�NTERED � � MRTGH WALL 51Z� ~ ~ v ` <br /> � IS"x18"xIS" SUMP � � � REIN�. P�BOVE � �-- � <br /> — � <br /> (WH�R� OGGURS) w � (WHERE OGGURS) L; � Z � - <br /> 0 0�0 , � _ 24° L O G A T I O N P�R A R G H. � � L�L OD � t�L <br /> ?so o �+ #4 X �� - � cx �3) #5 x � <br /> — L6x4x3ia (LLY� DOW�LS � N � #4 � 12" O.G. � EA. WAY, GENT�R�D <br /> (GON�IRM w/ 16° O.G. E.W. TOP <br /> _ .0 `� r- r <br /> ELEYATOR . , - <br /> • . . <br /> M�R.) w/ �� m cn � • . • R3 A � � � ' <br /> � <br /> ��S �x0-6 EMBED -' v <br /> 0 N � mN <br /> A.B. c� I6" O.G. • . — <br /> 51LLDETAIL - - - - - <br /> 2�� #5 � 12" D.G. - �, �,�, <br /> � • <br /> GLR. E.W. BOTTOM <br /> TE: ��'� <br /> N ti �`;��� <br /> PROYID� MISG. M�TALS ?�5 8° PER PLt�N <br /> R�QUIRED BY �LEVATOR M�R. <br /> ���''P 28%3 ��' <br /> .���,L � ,� <br /> �`�fONAL � . <br /> ��Ci�. �(.�IdtT� P�'f SGALE: NONE 2 DETAIL SGALE: 3/4"=1'-0" � �'�`�t�L SGALE: 3/4"=1'-O° d <br /> T � <br /> 0 <br /> U <br /> N <br /> � <br /> N � <br /> DDYVELS TO MATGH 51ZE � I11 III POST PER PLAN � �, � .0 <br /> EQ. SPAGING 0� WaI.L REIN�. GLR. GLR. �� Q � �c, � <br /> EQ� PROVID� #5 t� I6 O.G. E.W. `— <br /> w/ QO° BENDS IN �TG. ABW66Z POST BASE .Q Q `� N <br /> 1�T TOP WH�RE �OOTING c� �- <br /> ATTAGH�D TO WOOD � � � o0 <br /> DOWELS TO MI�TGH SIZ� � 10" GONG. WALL. 5EE PLAN. WIDTH > 4' P05T w/ (12) IOd NAILS N � ^N , <br /> R�I�I�. PER GEN�RAL NOT�S � <br /> N <br /> S P A G I NG O F W A L L R�I N�. AND �NGHORED TO ��) N w � � <br /> r v/ �t L T. q 0° B�ND S IN �TG, S L A B O N G R�D� � R�I N�. G O N G R�T E w/ %2"� <br /> �� P�R PLAN . THR�A�DED ROD <br /> S GONG. W�LL i'ER PLA�N, � �MBEDD�D 6" MIN IN �IN15H GR,4DE � <br /> REINF. PER GENER�L NOTES � . . . �PDXY RDHE5IYE P�R ARGH. �� <br /> � • • � .- _ �. <br /> � � � �� o o g° ��° �.�`m' <br /> � ���� � <br /> SLAB-ON-GI�ADE � REINF. �a <br /> P�R PL�N = � ' _� . . ��.. �_ <br /> __ y– -- z . . . I u � �.,_ �, <br /> _ � � — � <br /> 000 � � � (E) GONGRETE C . <br /> _ � <br /> ° � - - OV�R METf�L DEGK <br /> � ' � . � �. <br /> m � . <br /> #5 � I6" O.G. GONT. 2�� = cr (E) 10" GONG. WALL ��_6�� `� -- <br /> , :� <br /> GONG. W�l.L P�R 2/53.2 ((4) #5 MIN.) GLR. m v <br /> �Q. WALL EQ. (2) #5 GONT. <br /> � <br /> � WHERE DIMEN510N 1S > �8", THlGK. #5 � 12" O.G. <br /> EL{MINATE THIGKENED SL.A�B PER �MB�DDED 5" MIN. <br /> H�UNGH t�ND EPDXY DOW�L ��q� IN �PDXY ADH�SIV� <br /> S�AB REIN�. INTO W�L.L <br /> (4�� MIN. EMBED) Wp�,.L WITH TWO C�URTAINS OF REINF. � <br /> TYPIGAL YVAL.L 14BOYE ELEYATOR F�IT SGAL�: NONE � TYPIGAL INT�IOR WAI..L FOOTIN6 � WaI.L GENTERED ON F�OTING SGALE: NON� 6 DETAIL SGALE: 3/4"=1'-0" � �TjOt�L SGALE: 3/4"=1'-O° <br /> � <br /> QUANTUM <br /> CONSULTING ENGINEERS <br /> 1511 THIRD AVENUE <br /> SUITE 323 <br /> SEATfLE,WA 98101 <br /> TEL 206.957.3900 <br /> FAX 2�.957.3901 <br /> www.quantumce.com <br /> L <br /> 0 � <br /> � � <br /> . . . . . � � -_ . <br /> . . � . . � � . . . . W �^ . <br /> ��� <br /> � � Z N <br /> 0 <br /> o = � � <br /> � � _� �- p <br /> � U W � W � <br /> � � � � � z <br /> � � � � > � <br /> � � _ <br /> � � � � o � � <br /> o -� = Wo <br /> o � �— f� � � J <br /> � � � cCNw . <br /> � � o � Q <br /> � <br /> a Z <br /> p W I- <br /> �; W <br /> ¢ z Q nw � o <br /> � _ <br /> U <br /> 3 Drawing: <br /> a <br /> 0 <br /> � <br /> � <br /> � <br /> � 3 . 2 <br /> .. . <br /> � �i�t��. SGA�L�: 3/4"=1`-0" � DETAIL SGAL�: 3/4"=1'-0" IO DETAIL SGALE: 3/4"=l'-0" II �,�'/��1. SGALE: 3/4"=1'-0" �obNumber. <br /> I� <br /> 16411 .01 <br />