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<br /> I 25-0 25-0 25-0 25-0 30-0 30•0
<br /> SFRS INDICATES SEISMIC FORCE RESISTING SYSTEM.ALL SFRS WELDS ARE
<br /> � _ � .� _. .- � .� _. A � � _ � �. � __ ,_. v W.. , y N. � �� TO BE MADE WITH FILLER ME'fALS MEETING THE REQUIREMENTS OF
<br /> � � � � Y AWS D1.8,CLAUSE 6.3
<br /> � � ( � ( � �
<br /> TI STEEL
<br /> � , � � EL. 133�-a�� � � � G E N E RA L N O T E S
<br /> 5D1
<br /> 502-1 T/SLAB NP�
<br /> �
<br />� 13 EL.133'-5" 8 °tix° 1. (_)INDICATES NUMBER OF UNIFORMLY SPACED 3l4"DfA,x 4"LONG
<br /> 502-2 N HEADED SHEAR STUDS
<br /> � �_ �� 4'-13�� � � � TYP. � � 3�_71�� � �_ �� � �_ „ �
<br /> i 3 2 16 2 EQ.SP. 3 EQ.SP. 3 EQ.SP. 3 EQ.SP. 3 EQ.SP. 2 EQ.SP. 2 � 12'-10" 11 10 16 5 �?
<br /> �P 4 E.O.D. C TYP.EA.24 2 EQ.SP. 2 EQ.SP. 2 EQ.SP. "' � MONORAIL BEAM BELOW.TREAD LINE EL.130'-0"
<br /> PLC'S � 502-17 F 10 10 � � W18x40(14) 3� 1-1I2",20GA,TYPE B METAL ROOF DECK.T/STEEL ELEVATION=133'-0".
<br /> = -
<br /> ; ,,�---— - ------_��
<br /> ---- - FASTEN DECK TO SUPPORT STEEL W/5/8"DIA.PUDDLE WELDS OR#12 '
<br /> 3 25K� � gF-12`-- � 25K--r�25K � W24X55 � 25K 25K W24X55 ,x 25K 25K � W24X55 � 25K 25K � W24X55 � 5K 30K ,Y W24X55 5 Y � 35K
<br /> 502-1 � � - - - � -- - Y" -" - �'' - - - - - �`+'-' -- - - - �' - - - - - - - � - - - � - - - - - �- - - - - - - �.n I TEK SCREWS IN A 36/7 PATTERN.PROVIDE(8)#10 TEK SCREW SIDELAP ,
<br /> � `" v �- N N N � N _�� �' N `" r FASTENERS PER SPAN.
<br /> m o � � p TYP.� . 14 3� � � ��� � o � �. �.
<br /> � 2X65 W12X65 W12X65 � W12X65 2 502-17 ��' �� � � X o x � I �" 4� 2",20GA,COMPOSITE METAL DECK WI 3°CONCRETE FILL.TOTAL SLAB
<br /> N 4x53 W14x53 W14x53 W14x53 W 4x53 W14x53 W14x53 W14x53 W14x53 W14x53 W14x53 W14x5 W14x53 W14x53 W14x53 W14x5 W14x53 W14x53 2" � � � � `" � THICKNESS=5".TI STEEL ELEVATION=133'-0".SEE 1/S502-18 FOR
<br /> -- - - - -- - - � - -- V I DETAILS.
<br /> \ _ _ _ _ _ - - -- - - - - - -- - - - - - - - - - - - - - -� - - - - -- - - - - - - - - --- - ' 9�_ 1„- - -22 6� ao
<br /> 3 0.�' � �' I � 2 2 ' 0 5� PRE-ENGINEERED METAL STAIR BY DELEGATED ENGINEER.
<br />� �J�2'Z Q"} Z - � — -t._ .._N _._ __._ ._ - - -- -- � N � . _- — — — ` _._- � � � ...
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<br /> p - - _ - - -- - - - - - - _ -. - - - - - ,. - _ - -- - -- - - - - - - -- - - - - - - - � 6. CONNECTIONS NOT DETAILED ARE TO BE DES►GNED FOR THE
<br /> „ � _ - -�+- -- - J - -Q _ __ , _ N o 16x26(4) W12x6 (8 W12X65(8) W12X65 ) � INDICATED REACTIONS BY A LICENSED DELEGATED ENGINEER.
<br /> 502-2 � 3 'a� � - - - - _-- ; 10 __ _ - _ �- �
<br /> � f" _O.D. _ _ _ _ _ - - - - -- - � ; � � � -- - - -- -- - . ._ ` _ _ o N o � M 7. FOR COLUMN SIZES SEE SHEET S502-1 a.
<br /> - �- -� - - - - I � T/SLA
<br /> N _ ,1�4�x53 W14x5 W14x53 W14x53 � W 4x53 o W14x53 W14x53 W14x53 W14x53 W14x53 4x5 � W14x53 W14x53 W14x53 W14x53 W14x5 W14x53 W14x53 ° � 502,1 N � „
<br /> x � 8 4 HOUSEKEEPING PAD.SEE DETAIL 2/S502-18.
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<br /> SIM. � I O° �_� � - -�3� 2 � - - � `� - -- -?' � �- -� "' - x �-� '� - - -� `� - � �- �� _ � � � �S]_� � - Y - - � - Y ---Y , � � I ,
<br /> I �30 � � c� W24X55 N N 24X55 N W24X55 N � N W24X55� N N W24X55 N t `� N W24X55 � ,,�, ��p 10 X-RAIL BY MANLIFT SUPPUER.TOP OF RAIL EL.131'-0'.
<br /> ,� 30 30K 3aK 30K 30K � 30K 30K 30K 35K p � � -'f��) ('C�j'-
<br /> ' � ` -- - - - - x_ _ Y x Y � __ _ _ _ - - - -Y -� - �, 35K �, ( K)INDICATES ULTIMATE FACTORED REACTION IN KIPS.
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<br /> 3 �3� � Y Y Y 30K 30K � Y 30K 30K Y 30K 30K Y Y 30K 30K Y Y K 35K 0 10 Y 35K Y 14 ROOF DRAIN,COORDINATE WITH MECHANICAL/PLUMBING FOR EXACT
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