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B11-0017 CCD14 plans approved
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S307 �� FOR DETAILS NOT 600T125-43xCONT — �'� WINDOW SUPPLIER � NOTED, SEE �� STOOP TO EXTEND FULL � ��- TOW, � � WIDTH OF OPENING � � SEE ARCH — � � � ] S305 � , C� w � � ' N 2" CLR +� v �� I � � C� L6x4x318 (LLH) IN 8-0 (MAX) � . � � �,,� 600S137-33 @ 16 OC � � Z � � � PIECES. SEE ARCH FOR � �P � � ' � ' � EXTENTS. NOTE - DO NOT — #4 DOWELS @ 12", EC II II Z � � (2)#4xCONT - � � � „ ATTACH COPING OR ART TO �� � �� ', ', � � 5�$ � (� O 600T125-43xCONT , , �yp w ANGLE. _ - �I PAVERS, SEE CIVIL -�\ � ' ' '', ; � r , � Q `.J � #4 U BARS @ 12 � TYP _� ' �t' � � � TOC (/) Q 3/8°Q1x0'-3 (HDG) SCREW � 8 � ANCHORS @ 12° IN HORIZ /� '° ° ° :n.° ° � S300 +i , . TOC I I I I I I I I I I I I ' SEE PLAN � � W � � � ° AS REQD FOR PAVERS� - - a .O Q SHORT SLOTTED HOLES. / , a� , STONE VENEER SUPPORTED -� ° ° ° ' � �- a v "' ' ' ' Q? I I I � � °. � � � � �� �- a �� TOC ° � J J . � OFF (E) CONCRETE BELOW #5 HORIZ @ 12 w ART (ATTACHMENT � � � � ��°� (VIF). �' �� `�,.. _ � I I I I I I ' ' SEE PLAN � • 12 O � O BY SUPPLIER) �� � = a � � � � • • � � � U d �� a. a � �- ., �� �� � �'° � � �� ° �° � #4xCONT 12„ 11 #5 DOWELS @ 12" - � � S� � � ., � (E) PRECAST WALL, � � � � � (E) PRECAST WALL, VIF -' � �� � � � EA WAY, E� S340 � _I W � . . v � V I F � -- - _ _ _ �..�..� L� � 4'-0" O � Q 1'-0" ± #5@12" — � (� � . TOF � VIF (3)#SxCONT SEE PLAN � o � . � . . � 1 1 11 NO SCALE ART WALL - COPING ABOVE ART 8 NO SCALE ART WALL - COPING ABOVE STONE 5 NO SCALE STOOP @ ELEVATOR 2 NO SCALE TYP FNDN @ LT-GA FRAMING SILL 1'-0" ± VIF 1'-6" z (E) PRECAST WALL, � � VIF � - � �, 19 CCD014 09.092011 ART AND ATTACHMENT TO (E) e�� °�Q v^ ��\ — I — _ _ 11 ��005 05.31.2011 � O 9 CCD03 05.132011 �/� PRECAST WALL BY SUPPLIER , � ° ° ° ° a , STONE VENEER, SEE ARCH ; ' � � � � 4 AooENO�M#2 o3.°z.2o" LL . . ., " � d°- � �� / U } ISS.# DESCRIPTION DATE � � �°-�� - � - ' - � a � � _ .. � (E) PRECAST WALL, --- � , ' � ' ' a�� �� � ARCHITECT'S PROJECT N0.: 21064.04 `V VIF ` J 3/4"�THRU-BOLTS (HDG) � , ° -' � 18" MAX IN HORIZ , z 1'-0" - (2) #4 BOT w � � ° ` @ � � ° ' 1/2"Q�xO'-6 SCREW ANCHORS � o ° SHORT SLOTTED HOLES ° � , � � � � o, � ' � � @ 24° (MAX)AND ES OF ' • � � � � � ANGLE SPLICES � � #4@12° @ � � STONE VENEER, � � � ��2" �� � � #4 12" _ SEE ARCH � __-� w � MC8x21.4 (HDG). SUPPLY IN STONE BEARING � � PIECES OF MAX 12'-8 LENGTH ��, �� - � , „ , „ (2)#4 BOT _ ,,, � _ � � �SEE ARCH 1 6 1 0 0 0 3/8"Q�xO'-3 (HDG) SCREW --- WITH 1/4 GAP BTWN � - ANCHORS @ 12" IN VERT - - CONT L5x5x3/8 - �` � � w SHORT SLOTTED HOLES. 3/8" PL. WIDTH TO MATCH (E) PRECAST --- � NOTES: m ��4 1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION ° L4x4x1/4 (HDG). SEE - - - WALL (VIF). PIECE LENGTH TO MATCH ��4 2. REBAR IN STAIRS EXPOSED TO WEATHER SHALL BE EPDXY COATED KEY PLAN w � ARCH FOR EXTENTS LENGTH/LOCATION OF CHANNEL - � �, � w (OCCURS AT BOTH PIECES. SEE ARCH FOR DRAIN HOLES. ° � � � - JAMBS). FOUNDATION DETAILS N � � w � � � c�o Y Q ` � � � 1 1 0 9 � � Q Y H - ° z � o '� 2 NO SCALE ART WALL - VERTICAL ANGLE 9 � NO SCALE ART WALL - ABOVE OPNG 6 3/4° _ ��-o�� EXIST WALL - STAIRS 3 NO SCALE TYP SOG STAIR (INTERIOR) � � o � � aw �