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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 <br /> ' T � <br /> GUTTER & � � <br /> ATTACHMENTS, ROOF DECK CLIP BY PANEL - <br /> S�E ARCH MANUFA�TURER <br /> GUTTFR BRACKET @ 48" OC, � <br /> SE� ARCH <br /> �:,; <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 � <br /> WP , <br /> I I I <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 <br /> 0 0 � I I � o o I I � o � — — — — — — — — — <br /> , -- � � � W� COL, -�� » <br /> �— r , � � � � � � � � � SEE PLAN � ' � � ' <'. <br /> � � � � � � � _ � � �� � \�� I i � �� <br /> , .� , i i B�1, SE� PLAN y � � � �� � <br /> PIPE BRACE, -�_ � i � � � � \ - „ I <br /> (NONE AT SIM� �� �r /�i I -- I � �� � � i �`�\�� \���GUSSET PL 8„ � � �r � �� 9 TO � -- � i -;-�— �� <br /> � ' � i i Y2 i � i � ` � � ` FO CURB� - -r� i <br /> /4 g» � � <br /> i� f� I � I I I �� \ � �� `� � � �\� \ 1 _ —�— `— • <br /> �, A i A. <br /> �� �� I I I I � � l4 8 � � 1 8„ TYP — � r � - <br /> � � I I I I ,, �� � � ,� �� � i � �\ �4 � � <br /> � , i i i i i `� Q � � �4 8 � , � �� � CONC CURB --� „� ,� � _ I � _ <br /> ► � � ��- HSS COL, HSS COL,� i i � � r���� �,, —GIJSSET `�\�� WHERE OCCURS\�� '3 �3' - � , „ • <br /> � <br /> � -Z TYP <br /> � � SEE PLAN SEE PLAN � � � ,� �.-A P� % `� �i �1 r, � N Y4 <br /> � �' � ,�, TOSL <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� - � „ <br /> �4 � <br /> SEE PLAN�� I I ► SEE EL �r� i� �� WELDED PL WASHER -�yP �„ , <br /> I I %�� 1�4 <br /> I I �J�� �/ � c� . <br /> I I �'A �/ �� I I I �; <br /> I I � ' <br /> I � I � i � �� �4 ��� � I ( I � \ ;. . ." � <br /> � °� A �A r , � / �„ �-T- - - �[� - �� BASE PL1Y" W� C6) �y4>>� ASTM � �\ /,� , : , <br /> GUSSET PL / � � � , �� `� „ „ „ � F1554 GR55 AB 18" EMBED 'C �� � � � <br /> � � PL WASHER �2 x� x� , T � � � � � /� <br /> � r , <br /> � �, » r i . <br /> /4 �„��T i .�� , �� WELD TO B PL W/ �4" HSS CQL GUSSET PL \ \ � � � <br /> �\ �� r , <br /> POUR BACK CONC �� �� FILI_ET, WEI D ALL AROUNQ SECTION A-A �\ ` � �� <br /> SI�B AFTER GOL Y4 � � ,� � ,� BASE PL1Y" AT INTERIOR COLUMN �� � \�� � �`� � <br /> INSTAI LATION I WP� i i ' ,' � TOSL WELDED PL WASHER �� � ' , , �, � <br /> o i � i � � � SEE PLAN „ „ >, ,> „ HSS TO ��,� �� �� � <br /> � HSS COL � 2 � 8 11 5 B PL ,� �+�� �� ��R �'��Nll� <br /> � � —� � I � � �6 �4 � x � ������ - <br /> i �� i � _ �� I � A � � �:_� <br /> �' � — , „ � , � � TOF _ � ► ,� � _ ,� N � �f , \ ��\�� �KNIFE PL%»x9„xAS REQD , <br /> � � � � � � SEE P�N �— � �i �i �i �\ � �\\ , <br /> a r <br /> II II II � �/ /i� \�\ �� <br /> 3" MIN CONC i i i i i i �4 %6 � �' - �N ,' � ' ` � � � <br /> � � � <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 • <br /> caffm�n.cnm <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 <br />