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<br /> �.�0 � �.�� �3,�� �.�� �.l� 3.7� f� � � �
<br /> �;� LEGEND
<br /> \-r/ '�M...�-�' *j,.ry.�` `�-�,s�/' 193'-5" `-�.�..�r �-�`r� r-- - - - --- - - - --- - - - --��- -1
<br /> � 25'-0" 25��0° � 25'-0" 25'-0" 30'-0" 30'-0" � 31'-0" 2�_5��, (
<br /> I S502-7 �
<br /> 1 �
<br /> ! ( 1 I I � CONCRETE SLAB,
<br /> I � � � � i i � SEE PLAN I ^ I �
<br /> - - — - - - ! EL. 910 � f
<br /> � `
<br /> — — —
<br /> - - - — - - - - - - (— x � �
<br /> T — —�' —
<br /> � � � � — i- - - - - - - - l—�-�_ - � — J � � �J �. — 2 �� ; �
<br /> I -- W � o � - -� � , � GENERAL N4TES
<br /> II w � �, _ _. - _ � _� _ � _�: �. �
<br /> � ri��r --- U' c~j p IM BF-11 � 1. W12x53 COLUMNS TYP. U.N.O. EXCEPT @ BRACE FRAME ELEVATIONS.
<br /> ' SEE SHEET S502-5 FOR FRAME ELEVATIONS.
<br /> `fl I ir � I-- — � � � � � - - - /!— - -- - - - - -- F
<br /> /•1
<br /> 12 ( T/SLAB EL. 100'-0" � �� � � c~n � � 502-1 _ � _
<br /> � _ _ _ _ _ _ TYP_AT PLATING _ _ _ � � C ` o Z o � �� _ _ � PRE-ENGINEERED METAL STAIR SY DELEGATED ENGINEER.
<br /> — — — — — —1 — — — — — — — — — — � � � W Q � � 4-5° �' o ao
<br /> — — — — — — � � I � �. V � W � rn � ' "r� � �� ��
<br /> � - � m 3� GALVANIZED STEEL GRATWG WITH 3'x3/8 BEARWG BARS @ 1-3/16
<br /> -7° � 112'-9" � � � 10 ' m m v~i ' � ' � � O.C,,AND CROSS BARS @ 4"O.C.GRATING SHALL BE CAPABLE OF
<br /> � D
<br /> . _ _._._.._._... -== = = - - = _ - .-_= - - - - - - - - - - -
<br /> t- i � 1 r i i r-�-ri r r---t i r r_-f_.._ i_ i__�._1_ i._._i _.r._�. �.i== = = -= - - = === - == - = = - = = - -- =-= - - -_= - =- - - = - - -_ _ � __ .�... _- - - __ �.�. _.� __ �-_ _... .�. � �
<br /> I � f` 1 f I f`-"f� I I t 1�" I i t�" I I f"�"f I I f I I I f�`°�'I�"'f i I~"`�t f f`� i i�"i�' i� SUPPORTING A SUPERIMPOSED LIVE LOAD OF 500 PSF OR A
<br /> ' � � � I �� �iN � (���w : ��' �`�" J y""; " � "" �" � CONCENTRATED LOAD OF 10,000 POUNDS OVER A FOOTPRINT OF
<br /> ( I-I-I � I-I-I-I-I-I--�I-I-I-I-I-I-I-I-I- -I-I-I-I-I-fI- -I-I-I-I-I-I-1-1-I-I-I-I-I;I-i-I-I-I-I-I-I-I-I-I-I-I-I-I---�I-f-I-I-I-I-I-I-I-I �_.__ �. I �._._._ � �-- � � BF-10 �
<br /> I-I �� � -I-I-I-I-I-I-I-I-I-I-I-I-I-I-i I-i-i-I-I-I-I I-I-I-I -I-I-I-I-I-I-I-I-I-i-I-I-I-I-i-I-I-I-I-I-i-I-I-I-I-I-I-I-I-I-I-i-I-I- � � m ;r, - ` - � 12"x12".PROVIDE3ADDITI0NAL3'-0°LONG(�nIN)SPAREGRaTING
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rl.____��. c" \ �:.s:z� ;�4; :•�• ��.�:>r-{,��;:�:.�� � SECTIONS PER BOOTH,
<br /> � I I !:�:, �!T�f,�^: .�.'�.i..���,�'•:
<br /> �- - - - � I � II � .
<br /> � � i — — — — — — — — — — — — — — � I ._...-- � B � ` T/PIER K 4. ( )INDICATES TEMPORARY BRACE FRAME TO BE REMOVED AFTER
<br /> — — — — — — — — -- J � ----- ' 502-11 � , „ 502-1 TYP BOOTH#3 HAVE BEEN INSTALLED.
<br /> — — — — — — — — :
<br /> � � � � � � � � "'"- I D EL.99-0 � I `
<br /> 7 502-11 (TYP 4 PLACES} ENDH 5. BF-INDICATES SPECIAL CONCENTRICALLY BRACED FRAME.SEE
<br /> ( 3�2� � '_ -�---- � I ; SHEET S502-5 FOR DETAILS.
<br /> � , _ I : r—
<br /> # � `TBF-7 $ � o Q {' 6. TBF-INDICATES TEMPORARY CONCENTRICALLY BRACED FRAME,SEE
<br /> I i ' � �iN _-- '�----� � ( `; SHEET S502-2 FOR DETAI�S.
<br /> � � � --� _._--- - � +. m
<br /> � � � � 1 "'� , � 8.5"DIA.SLAB PENETRATION.CQORDINATE WITH FIRE PROTECTION.
<br /> � — — — — — — � � o � -�' � 10 9 L----- c�
<br /> s
<br /> — — — — — — — — — — — — T _ _ _ _ _ � _ _ _ _ _ � T _ _ _ I� _ �- — —I �! _ — — — — — � ;, SEE DETAIL L(S502-12 FOR BOOTH#3 FUTURE SLAB
<br /> � � � � � � � r�i I I�i�I�+I PENETRATIONS.
<br /> � � -�.
<br /> ! - � --� � � ( � � � � � �� ''
<br /> I ! � � � �=�N I � I I L J _J � I ; 8� METAL STUD WAL�,COORDINATE WITH ARCH.
<br /> ` � , �s
<br /> I � � � 4'-0" ;: 9 � FUTURE SLAB PENETRATION,SEE DETAIL C/S502-12
<br /> ...---
<br /> _--- o,
<br /> 12 T/SLAB EL.100'-0° � �� � o, ( � I ' 10 CATCH BASIN,COORDINATE WITH MECH DWGS
<br /> � _ _ _ _ _ � TYP.AT PLATING � ` �
<br /> — -� — — — -t- — — — — — — — — — �
<br /> _ _ _ _ _ _ _ _ _ _ _ _ � __ _ _ _ _ _ T- � _ � —_ — � �--. � � � ' � I ; �,,---,� 11 FLOOR PLATES SHALL HAVE FACTORY APPLIED NON-SLIP FINISH
<br /> - -- - -- � ...... � — � ` — — — — — (SLIPNOT OR OTHER APPROVED PRODUCT)
<br /> -7°._ ,�... � .� _..._ . .�. �. _..� ........ _,... �.,.e.. � r n.e........_... - - - --•-- - - - - ..a. .... ._._. e,..d. ._._...� ..�,. � � � '
<br /> � ` ^ - - - - - a.
<br /> � 112-9 .�._. .d._ _�..� _� �__�___�_.� ._ �.._.d. __. _ __.. � a.. _ .,� ._.v�.�.d. � � � �. , _.. .__. �.�.�E....._ ��. _�. _ �. I_
<br /> - - - - - - - - - - - - � 12 GSIZE OCATION &
<br /> � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ----.-'' RDINATE SHIP LADDER&HATCH OPENIN ,L ,
<br /> � � ��
<br /> `� � C00
<br /> I I-1-1 � 1-1'1-1-1-1�1=1=1-I-I-I-I-I-i- -I-I-I-I-I--rl- -I-I-I-I-I-I-I-i-I-I I-I-I-rI-I-I-I-I-I-I-i-i-I-I-I-I-I-I-�-I-I-i-I-I-I-I-I-I-I � ( � I ;�," _ � . DETAILSINFLOORWITHARCHITECTURALDRAWINGS.
<br /> �—� � —�—�—I—�—�—I,—�—�—I—�—�—�—�—�—I �—�—I—I—I—I�—I I—I—I—�—I—I—�—I—�—I—�—�—�—I�—�—I—I—�—I—I—�—�—�—�—I—�—�—�—I�—�—I—�—I—�—�—I—I—I— M m � � T %. I I f
<br /> I-I-I � � I I I I I I-rl I I-I-I-I-I-I-I- -I-I-I-I-I-rI- -I-I-I-I-I-I-I-I-I-I I-I-I�I-I-I-I-I-I-I-I-I-I-I-I-I-I-I-rI-I-�I-I-I-1-1-I-I-I I � N
<br /> � I o ( � ( �--� �3 � 13 HSS8xSx3/8,SEE DETAIL 1/S502-12 FOR CONNECTION.
<br /> � — — — — — — — — � — — — — � — — — — — — — — — — — � ^ : .' I ( I w
<br /> _ _ _ _ _ _ � _ _ _ � _ _ � I �.- , � 9 I � I *TYP, Q = 14 AREAS OF FLOOR SLAB SUBJECTED TO PAINT OPERATIONS,
<br /> T- � � — �— — — — — � — - - +' — J f -�' � � I � � c�i� � INCLUDING PAINT MIXWG AND STORAGE,ARE TO RECEIVE A LIQUID
<br /> � Q � F , � � � I I I - a '�' FLOOR TREATMENT.DO NOT APPLY TREATMENT UNTIL CONCRETE
<br /> F � � � 502-1 � � 7 � _ �p � I ! ' I �, HAS CURED FOR A MINIMUM OF 14 DAYS OR PER MANUFACTURER'S
<br /> S502-7 Typ, 3,2„ .._,_ � � � I ( I I I `. INSTRUCTIONS,WHICHEVER IS LONGER.FLOOR TREATMENT IS NOT
<br /> 1 I T O B E U S E D A S A C U R I N G C O M P O U N D.U S E C H E M I C A L C L E A N E R S O R
<br /> � „ ; _
<br /> 9" I � 11-�� ; I � I I I 'r, � HIGH-PRESSURE WASHING PRIOR TOAPPLYWG LIQUID FLOOR
<br /> � 2 1'-9�" c� 1 9'-1 0�" � 19'-10�" 4, 19'-10�" 4, 19'-10�" c� 19'-10�° �ic� r� , ,� r� _--- � I ' � "' TREATMENT.CURING COMPOUNDS IF USED MUST BE REMOVED.SEE
<br /> — — 2 � — 2 — — — Z — 2 — — 2 Z � 9 �0' � �-� � ( � I ^ SPECIFICATION SECTION d33d00.
<br /> - o �
<br /> M � � ;
<br /> Ii. - - � - - - - - - - - - - � - - - - '
<br /> � - - - - - - - - - - - - - ^ - - - � - - - - - - � - - - - -� I - - - - 1
<br /> W10x49 � W10x49 �^ W10x49 � W10x49 ! W10x4�� �'` ---_ '� � I � ( ` G
<br /> � , I BF-2 I --�
<br /> _ � � � 10
<br /> _ _ __. _. _ __ _ ....__ __ _ _ _.._. ____..__ _ _.___ �.. �-- I � CO N STRU CT I 4 N N OTES
<br /> � -
<br /> j � -�- � ___. �_ � �._ _ __ _ � �
<br /> .� _ _ .�. I � 5�-6" 13'-6° a
<br /> �o Im ' � � ''� --' � I
<br /> � _ i � :
<br /> � 12 � T/SLAB EL 100'-0" � 3 � � � 4. � 9'-11" � C �,;� � '� Q \ / /��`'�
<br /> _ � � � ��9 TYP.AT.GRATING �,� � 9 HSS6x6x3/8 � ____`
<br /> . � - �... � � � �
<br /> _ � . � � .��.
<br /> — — — = — =
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