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BEAM, S.S.D. � „ , » _ � 15-6 4-0 5-6 $ F-- I c? t I � _ i� . 6-3 4-11 J � � . � �� . . ` .... �I . . . . ��' � . . f.� Q — � s a -� � o A5 - = _ _ _ _ �. _ _ � - �p - � - � � � _ � � _ � _` .. _ _ _ � _ _ � �„ ---- — --- �. A f. �..� _ � s ---- -- _ _ , � . — - _ _ . — ---- � F � - . a . N _ _ _ s � — — � � . . ; � � . u r � �� �— — � r,,. oo I �-- x o0 , . ,. E � , - . ,. � . > .�� � .� .- ,_ _ s . . � A5 � � ` � � I ° I��1 12"� DEPRES ION INTO BOTTOM OF SLAB 8 LOCATIONS.-� M a, ^- � d- �» � LL " ^' _ � � i � � � L J TOP OF DEPR�5510N AT +109'-6". GC TO �COORD WITH -� � �n � I 7� N � 3� � n r�i � ao 13- 1 3- 5-10 i I I i - � �6 - _ �« r�� �� � SPEAKER QIM SIONAL REQUlREMENTS $ � I L J � _ s : `"� 11'-0" - - � 1'-8" � -- - - - - - _ _ _ - � r (� � �`, 1'-0" �, -' f �l 1 r 1 r '�'`�' �� �� 3�-53» �-7�'� ' " M N J'-4 " � � i °° N � °° ,_ „ , „ c„ 1s-5�» , _ `' - - - - - - Ab _ m o I �n L J � 8 3-2 � � � 3-2 �t. � _, � 4 4� 6-2 � �--� � I I I I I I I I I I � , d I ..� I � L J r,,� � - 3-0 � � �o ir, � � � � � I � LJ J LJ L i�. I r � � F r-�--� �-_----� z _ � , I = � �...� i I i a._:.= � L J �-----J °° _; .__ , ; o �-- � '- 6„ » o �- :- A � � . ; �z OPEN : OPEN � � r�t ..� �� 6 �- � J co ia z � � z rn � � o� � '-$'� I L-�I � ,- L� (__1 � (-1 Q � i Q i � I U x � � � I LJ LJ � � I ' o � z d- �a- o d- o w � 5'-6" 10'-0" i � � ` 14'-7�� 1 " 15'-6" '-8 9'-8" RECTANGULAR pEPRESSIONS INTO � _ , _ N � .� , _ : � � ; � ;- ;- CLR 5.1 , � _ BOTTOM OF SLAB � 14 LOCAl10NS. � o � � , i i , I � » ' �" '_ � , » � � 1 -4 � � TOP OF DEPRESSION � +109'-6". GC : :, � � ; w �r l d- � o � _ °• '-10" 1 -0 1 -10 1 0 1 -10� 1 -0 2-1 TO COORD SIZE AND LOCATIONS WITH 2'-11� ; c�' `�' _ � N � �? I I � ,_ � . � -. LIGHT FlXTURE REQUIREMENTS z I - i s � ---� N � z � � I � � J � � � , ¢ �� � x � .— � � _ _ i � ; � C° � `° � � OPEN X ; ,°' � I ° o � � � 0 2 9 2 7 AA S , w i I— /�Y s�' � d" 0 � � 1 I � � 3 r O ' ; � . � °O OPEN � � •�t- �cn� '� ��_� � ' .�ao �c„oo V � z a., " � -= I � - I ;n °' ( I I � `� �� co r� � � �n I O ^ _ o _� ^ �.,.: . , ,. , r� ,.. U .,, � - -- - � Q_ _ �- _ 'n � �� in � I N I � ' � , , � �T � � 1 - - - - - _ _ � A8 2 � �. � _ _ ' A8 2 ; W � 1 -0� 9,_$a �! � rn •�- —�� - r,�. - - - 'i°o - - - - - . � � � ' � p E4 EQ �� EQ EQ � 1'-5 " '-5�" ��` o' EQ EQ � ,�,N � y � I -�-� w � I CLR � 4-10� .y `r :�. � _ `� 1�-2» 1'-4�� -8 Z ( � tn I �c-, �� SEE NOTE 1, � i 7 � I � • - � � ;' z �+110, ��, � 4 . , � � � rn, # � � � � °°C� � ^ 1'-8 " 9'-8�» 2'-7� T 2'-105" _ T �_ 5„ �n \'`� . � � � � , „ � R'j ; Q �' z _ � g 2 $ 2 10$ � � � � � � � �`\ � 2-10 1 22 " , � �� O , , {� Q w� � � � � I 1 \�� i � � �,' `� �'�'I � M _ �"�� ' � { -, `� ° - 1'-10�° � �� � I i I I � � � w (� � '' 4 °O \� N v � V � ; � , p � $ �\\ � e , ¢ i ,_ � ,_ � i s—o ' x I �\ . 1'�" � 3 4 4 0 � � � I � � ' z d' „ , „ , , »° OPEN ��\ _ � . I I � i � � A9.9 , 5-s� 4-s�� -5 �� ( � . � ... � ' 1n. � � _ � 00 � � O 0 �\\ 1 —7� � � j � _ — — — — — .' — — , _ _ _ ^ �� � \\ �9 —�� _. _ ' — — — " ;< `' � � � — — ( — — — — — _ — — � o �roo _ ,iaroo LIRE - —t— _ .: - - - - - _ _ _ :�_ _ - - - - - _ _ - A10 � ,, , -�-- - �- ---'� �- . - o - - - - - a . BREAK LINE � � i _ � ' z `° .�a° o � � 7'-8" o 0 o x w BRE L� BRE LINE ; Q - � � �- - A10 crn � w i �� , » � � , � w o � � N c.� � 2-0� I in � ;n ° o � ° Q � a � � � I ^ � � ,,� q.'�g�°� I 5,_61� �p�� � � � I I I � � N � N in � N \�� i � : Q o � I , 33 � I � �n � � � ' $ �� � � � � SLOPE `o � � � � � 1'-11�" o � ..... N i ¢ � I°° 5'-0� °° 5'-9$" 8'-0�" 4'-9�" 8'-0�" 3'-10�" 24'-g4� 3'-10�� 6'-105" 18'-8 � 6'-10 " 11'-0 " 3'-91" �� �'- " � i a ; � � $ � � � 8 � o� ^ 1Q ; i i r i i ii i i i � � . i � I _ : i 2'-3$" � 2�-���' ��\� � � � All - - _ - _ _ _ _ � ��, � , , - - - - - - - - - - - - - - = - - - - �� - - - - - - All _ _ � I � I I � � � SLOPE o I � I I I � � � \�� � � I � I � rn 5�_�� 'ao � � I I � � �������� Sub1ec� to inspection and C�mpliance to al! .-- � -5�" 4'-94" 5'-6�" 10�" i � 10�" 5'-61» 4'-9�" 1'-52» f � ��`\ /�,------'__,,,\ relevan# Adopted 8uildi an . i ai Code � . � $ � rn �\ �� ��\ Changes in Plan MU be app pveda s�. ; .-uv - o � ;r� �� /�i �\ Date�2-��e' �y : Al2,2 - - -r- _ _ _ � ' �� code: z�z� ; : � o - � � N � -` -f--- _ - _ --f— � - � � 3 � , _, i � i � I ° �j'-0" � I I I I I I �� �� � �AF�bui! - � ° i� � N � °' i � � t Colorad� \ � � N � r A62�1 / 2'-11�" � , � SEE NOTE #1, ¢ / � I I I � � � � Iw � � 1 / jYp _ �„ 1� ; _ , � J °� � 6304 I I I I I I I I I �� � � �`'� S�� � m a � ao � I \ j �E�1E��� � � � I I I I I 'm � I � � � 2Q2 � � � o I I I I I I I I I � I I � � ...� � rad� . � » � � n � n f b e » » i n » ' �" � � - -4 3-11 � 5-3 6-5 10-1 � 13-4 13-1� 21'-11" 10'-7" 32'-6" 32'-6" 17'-12p 11'-1" '-8 9 0'-32'° ,-6 � � �s s � � � \ _ � � i � 04/07/fl6 FROGRESS CD SET �� �3� �4 ��` � 05/12/06 SUMMARY PERMIT SET ; 11 ll3 11.4 ll.b 15 �b �6.6 �� �8 � � 05/22/�7 PLAN CHECK RESUBMITTAL , / 10.5 10.b 12 12.1 12,5 i2,6 � .�� 11,2 16.9 17.8 . ; `� �, 07/18/07 CONSTRUCTION SET ; ` ` ��� � 10/23/07 , BULLETIN #001 � � E \`����------���// 03/04/08 2 BULLETIN �017 ; 06/05/08 3 BULLETIN #044 f . . . � . . . � . � . . . � � . � . � .- . . � . � . . . � � . . 0 4 8 16 24 � . 1/8»= 1'-0" LEGEND GENERAL N � T' ES KEY PLAN .\NOTES�Notes-Slab-PLAN96.DWG � RI . ��`��su�:�'� CONCREfE WALL 1. CONTRACTOR SHALL VERIFY AND COORDINATE ALL SLAB OPENINGS, SUCH AS FLOOR _ C�OSER BLOGK OUTS, LANDSCAPE BLOCK OUTS, PLUMBIN� BLOCK OUTS, MECHANICAL �'�'�' CMU WALL SHAFf PEN�RATIONS, TOILEf EXHAUST SHAFfS, FAN COIL UNIT BLOCK OUTS, AND STAIR OPENWGS, WITH ARCHtTECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, �� . - � EXISTING CONCRETE WALL ELECTRICAL, LANDSCAPE, KITCHEN, AND LAUNDRY DRAWINGS PRIOR TO INSTALLATION, R� .�.F;: EXISTING CONCRECE COLUMN NOTIFY THE ARCHITECT OF CONFLICTS BETWEEN THE ARCHITECT STRUCTURAL OR MECHANICAL, PLUMBING, ELECTRICAL, KITCHEN, AND LAUNDRY DRAWINGS. � : SLAB OPENING 2. CONTRACTOR SHALL VERIFY AND COORDINATE ALL SLAB DEPRESSIONS AND RAISED SHEET TITLE : SLAB WITH ARCHITECTURAL, STRUCTURAL, MECHANIGAL, PLUMBING, ELECTRICAL, LANDSCAPE, KITCHEN, AND LAUNDRY DRAWINGS PRIOR TO INSTAtLATION. NOTIFY THE LEVEL-O6, AREA�2 ARGHITECT OF CONFLICTS BEfWEEN THE ARCHITECT, STRUCTURAL, MECHANICAL, ��'Q� -02 ��TIT. RI PLUMBING, ELECTRICAL, LANDSCAPE; KITCNEN, AND LAUNDRY DRAWINGS. - SLAB PLAN � SLAB DEPRESSION OR RAISED SLAB °'M 3. SLAB DEPRESSIONS MAY INDICATE AREAS THAT WILL REQUIRE THE INFILLING OF �'-°-� ----° - R� o TUBE STEEL COLUMN CONCRETE TOPPING AS FILLERS BETWEEN FLOOR FINISHES. $ ��� OR LOW WALL OR CURB �4-o3A �E4-� ,4R�a-o38 P R o�E�T o2o2a � � 4. SEE DEfAILS FOR LOCATION, SIZE AND EXTENT OF AQDITIONAL CURBS NOT SHOWN ON D A T E OZI�SIZOO� THESE PLANS. SCALE I�H� �-O ?i���/ RI STEEL COLUMN 5. ALL COLUMNS DlMENSIONED 2 1/2" FROM EDGE OF SLAB ARE FOR EAVE SUPPORT � � .� �_ ��� � � � � � � � � RAMP � �� � � � � � � � � � � � . ONLY �AND DO NOT RECEIVE FIRE-PROOFING, TYP� ALL� AREAS AND LEVELS � � � � � � � � � � � � � ° ��� "��� ��� �� �� � �� �_.. ��z_�. ..��, ,, `� . !�77%ii��%Y///s S H E E T _ � � � � , �� �,a, „ - � � RI ��`�'� CONCRETE COLUMN .r x.�m� � . � �: : ,._ �. .�����'� � � , �O HILL GLAZIf�R ARCHITECTS, IlVG Z(b7 . _ __ _ __ _ ; � f;,r` __ _ r 3 ,f _ _ _ _ , _ __ _ _ _ _ _ _ _ . __ . _ _ � � _ . s _ _ � >