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600T125-54 (5Q KSI) T&B 12GA DECK �
<br /> (1 ) �10 TYP CLOSURE W/
<br /> MEMBRANE 0.157"� PAF FI�SHING PER
<br /> 60QS200-54 (50 KSI) CLARK DIETRICH 6" EXTENDED � � 18" OC ARCH
<br /> �, ��\
<br /> @ 24 OC � UNICLIP (UXRC) �V/ (4} �12 TO � � � _
<br /> � � T T � STUD 8c (4) Q.157"� HILTI X-U �`.
<br /> i � i TO L6x4, LOCATE AT GUTTER
<br /> i � + T i', BRACKETS, 48" OC MAX � X
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<br /> GUTTER & � �
<br /> ATTACHMENTS, ROOF DECK CLIP BY PANEL -
<br /> S�E ARCH MANUFA�TURER
<br /> GUTTFR BRACKET @ 48" OC, �
<br /> SE� ARCH
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<br /> INSULATED WALL PANEL, EDGE L6x4 CENTRIA PANEL
<br /> SFE ARCH --� EDGE FRAMING —�
<br /> 22GA FACE
<br /> GUTTER SUPPQRT AT ROOF A RA� E g
<br /> SCALE: 1 1/2"=1 '-0" RFS160T-10 THRU RFS160T-15 S407 SCALE: 1 1/2"=1 '-0" RFS160T-10 THRU RFS160T-15 S407 '
<br /> CAP PL%" THRU PL SHEAR TAB SEE � CAP PL%" SNEAR TAB PER SCHED � �
<br /> BM, SEE PLAN y4 � SCHED FOR PI_ TNK, BOLT, y-4� TYP �� STIF PL%8 fYP BM, SEE PLAN L GOLUMN
<br /> 8c WELD CONFIG BM, SEE PLAN %6 ES OF BM WEB �
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<br /> 0 0 - � o o WP�� � o E3ASE P�"x11 „X� �_�„ W� C4�
<br /> 0 0 � ��/ i � o o �, _�� o WP i %4"� ASTM F1554 GR 36 AB �
<br /> °� /i � �° i � � � @ 6" OC (8" EMBED) x
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<br /> PIPE BRACE / i i i i SEE PLAN
<br /> SEE EL 4 i i i i
<br /> NOTE: PIPE BRACE Il ��
<br /> SEE 3/S407 FOR INFO NOT SHOWN. SEE EL
<br /> B RA� E FRA�1 E B RAC E FRAUI E B RAC E FRA� E �10 �I E I�T �RAI� E ��
<br /> COI� f� ECT 0 �1 DETAI � S �RS 2 COf� �IECT 0 �1 DETA L S �RS 3 � ON �lECT10 �1 DETA L S �RS 4 COf� �lECT10 �1 DETA _ S �RS � �
<br /> SCALE: 3/4"=1 '-0" 5219 S407 SCALE: 3/4"=1 '-0" S219 S407 SCALE: 3/4"=1 '-0" S219 S407 SCALE: 3/4"=1 '-0"
<br /> S219 S407 .
<br /> HSS TO 2"
<br /> -r� i PIPE BRACE-� � / B PL %s - � �2 8 � � g �2� - � „
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<br /> GUSSET PL / � � � , �� `� „ „ „ � F1554 GR55 AB 18" EMBED 'C �� � � �
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<br /> COVER TYP � i i � Y4 %� � � —� ,���� �����
<br /> � � (2) �4 @ 3" OC TYP EA _ _ `\ ��,,� \ ����� � G I � E � R S
<br /> ROW OF ABS �EA DIRECTION - � � `—PIPE BRACE 1fi01 FifthAvenue,Suite900�Seattle,WA98101
<br /> `�' GUSSET PLATES P
<br /> (5) �5 HAIRPINS EA WAY � AT CORNER COL) qg" N SEE EL h206.623.0717�fax2U6.624.3775 •
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<br /> �$T�N�a creati�ity�results�relationships
<br /> (10 TOTaL) ��> 3 „ „ „ �—„ BASE PL1Y4" W/ (7) 1%"�
<br /> MAX UPLIFT PL/ x3 x3 48 ASTM F1554 GR55 AB SECTION A-A
<br /> TYP EA AB (18" EMBED) AT CORNER COLUMN B RAC E �RA� E '
<br /> BRACE FRAME CO �II� ECT 0 �1 DETAI � S �RS � � � .
<br /> 5 C 0 f� f� ECT 0 f� D ETA S R S �
<br /> SCALE: 3/4"=1 '-0" 5219 S407 SCALE: 3/4"=1 '-0" S219 S407
<br /> �s � � a � � �
<br /> SYM REVISION BY APPROVED DATE 5YM REVISION BY APPROVED DATE DRANIN DATE SUBTITLE CURRENT RFVISION SYMBOL DATE #
<br /> �,�oF A oJ ACCEPTABILITY R. REEVES 09.04.15 STEEL SECTI��JS �ND DETAILS W4440664 B 03.10.17 �
<br /> r r � �C THIS DESIGN AND/OR CHECKED - _
<br /> - �DC STATIC T�ST rACILITY W3099715 RLR EO 10.02.15 � ��' � SPECIFIC�TION IS APPROVED R. MORGAN Q9.04.15 SHEEr
<br /> a EDC STATIC TEST FAGLITY = AS-BUILTS W3099715 CEI EO 10.03.16 � �� � ENGINEER TITLE EDC STATIC TEST FACILITY - PHASE 2 �
<br /> �,,, APPROVED BY DEPT. DATE R. MORGAN 09.04.15
<br /> B �DC STATIC TEST FACILITY = PHASE 2 W4440664 CEI EO Q3.10.17 � ,�� 1 �'�� EH OJAI� 09.04.15
<br /> 33631 APPROVED �>Lp��� ����� � JOB N0. C�MP N0.
<br /> � �URar. E��� ti$� W3099715 ,
<br /> �Sj�NAL ��� APPROVED STRUCTURAL MASTER EVERETT, WA °wc No. 45-012-S4Q7
<br /> 3/9 f 17
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