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<br /> _ � __._ - .� �. � _. i � � �. _ .� __..� � `, ^ � .Y e , ,_,_ � � 7� TO BE MADE WITH FILLER MC�rALs MEETING THE REQuiREMENTS OF
<br /> ! � ! � � I I � AWS D1.8,CLAUSE 6.3
<br /> I I I I I I I BRACED FRAME.SEE G E N E RAL N OT E S
<br /> BUILDING STRUCTURAL
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<br /> ' HEADED SHEAR STUDS
<br /> I T/COLUMN ELEV. 134'-8" I 1 ! I � M 4
<br /> (TYP.ALONG GRID LINE 3.50) M 30'-102° 2� MONORAIL BEAM BELOW.TREAD LINE EL.130'-0°
<br /> 2'-6°
<br /> BF-12 6'-7" 7'-10" 13'-112° � 1-1/2",20GA,TYPE B METAL ROOF DECK.TI STEEL ELEVATION=133'-0"
<br /> OR 148'-5",SEE PLAN.FASTEN DECK TO SUPPORT STEEL W/518"DIA. .
<br /> � 2 EQ. SP. 2 EQ.SP. � PUDDLE WELDS OR#12 TEK SCREWS W A 36/7 PATTERN.PROVIpE(8)
<br /> I �* o ��� I I � � � � 11'-10" a #10 TEK SCREW SIDELAP FASTENERS PER SPAN.
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<br /> `�`�S * "* W12x79 THICKNESS=5".TI STEEL ELEVATION=133'-0".SEE 1/S502-18 FOR
<br /> � **W12x45 N MIV14x22� I � I BF-6 I DETAILS.
<br /> � � � ! � � ( � 10 Y F� 10K o 0 0 0 � o o `x' � PRE-ENGINEERED METAL STAIR BY DELEGATED ENGINEER.
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<br /> � �" o K � 6. (*)INDICATES TO SEE BUILDING STRUCTURAL STEEL DWGS FOR SIZE,
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<br /> � 502-2 � � I I � � COLUMNS(3 PLCS) � � � � N �- 18 `�' �
<br /> (/ 2 � E W12x14 � � � � � 4"HOUSEKEEPING PAD.SEE DETAIL 2/S502-18.
<br /> Y 9• E.O.D.INDICATES EDGE OF ROOF DECK.
<br /> **TBF-13 502-1 � 2-� � W12x79 W12 79
<br /> N — H
<br /> `� � 502-1 � .�� 10 X-RAIL BY MANLIFT SUPPLIER.TOP OF RAIL EL.131'-0".
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<br /> � L �
<br /> � � � 12. COORDINATE HOIST BEAM LOCATION WITH ELEVATOR MANUFACTURER.
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<br /> o � � �- SUPPORT CONNECTION DETAILS.COORDiNATE WITH FIRE PROTECTION
<br /> �� 10K � 10K`� � � _ �
<br /> h �L�. �14�� �� F 6 FOR PIPE LOCATIONS.
<br /> ,+���� 6�?`as 14. ALL EXPOSED STEEL TO BE HOT DIPPED GALVANIZED.
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<br /> ( **TBF-13 � � � � � I 1'-0" A W14x22,TYP. U.N,O. INDICATED REACTIONS BY A LICENSED DELEGATED ENGINEER.
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<br /> 16 �02-� 502-1 502-1 www.brph.com Copyright o2017 � �8�������� � � � � �
<br /> 2P PANEL PAINT - EQUIPMENT PLATF4RM LEVEL FRAMING PLAN - BOOTH #1 Architects, Engineers, Constructors �'Fss��� G�� 0 4 8 16 24 Q
<br /> � A I State of Washington �NA L ��
<br /> 19020 33rd Ave W,Suite 530 N
<br /> Certificate of Authorization
<br /> SCALE:1/8" =1'-0" - S502-4 �V Lynnwood,Washington,98036 » > » T
<br /> Architecture No.603235512 David P. Balawa der — �
<br /> 425-921-3500 Engineering No.3137 WA PE 28184� 1 /8 — 1 -0 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE Q,
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<br /> � ' � � ��, o APPRo�Eo B U I L D I N G 4 0 0 5 8 `°
<br /> � _ � JOB N0. COMP N0. '"�
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