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<br /> 1/2" W/ (1 ) 5/8" DIA A325 � � � HSS PER EL, TYP
<br /> THRU-BOLT (CTR PL ON HSS) � CAP PL3/16 � \� 1 1/2" � i �
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<br /> DUCT & GUIDE WIRES � � ��8 `- � ���� I I °
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<br /> _ _ _ _ ROOF � 0 j � KERF PL5/16 x 3 1/2 x REQD � � � �
<br /> W/ (2) 5/8" DIA A325 :
<br /> 46" DIA DUCT BRACE DUCT TO ADDED ROOF FRAMING LOOKING DOWN THRU-BOLTS (CTR PL ON HSS) 3/�6 �.
<br /> TRANSITIONS TO (E) 32" (NO VERTICAL LOAD), CONTRAC T O R
<br /> DIA STACK ABOVE FRAME NOTES (E) DUCT SEGMENT IS WELDED
<br /> AT 46�� DIA DUCT LOC---� TO UNDERSIDE OF ROOF FRAME SECT I ON 2 CONNECT ON DETA I � 3 CONNECT I ON DETA L 4
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<br /> SCALE : 3/4 =I -0 S553-3 S553-3 SCALE : 3 =I -0 S553-3 S553-3 SCALE : 3 =I -0 S553-3 S553-3 "
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<br /> TIE DUCT TO FRAME FOR 3 ,
<br /> GRAVITY & SEISMIC LOADS S553 3 :
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<br /> S553 3 4 HSS PER EL, TYP
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<br /> 2 DUCT RING NOTED W
<br /> - - - - -- - - - - - - - -- E 10 STUDS, FIELD VERIFY
<br /> S553-3 TO BE WELDED TO �
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<br /> � FRAME AT MID-POINT «� ,� , i� �� � � - - �
<br /> HSS2x2x3/16, PER SUPPLIER � 3/16 �� � _/�� ��\_ � ��\ � 2 � 12
<br /> TYP 4 CORNERS `J � � � �10 SCREWS EA
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<br /> ��/ �� �� \�� � 1000T200-97 -
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<br /> HSS2x2x3/16 BEAMS �� ��� ��� �� �
<br /> & BRACES, TYP EA /� KERF PL5 16 x 3 1 2 x 1 '-0" �\ N
<br /> SIDE OF FRAME -
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<br /> THRU-BOLTS (CTR PL ON HSS) �,� 1000S200-97 �
<br /> 10 l
<br /> S553-3
<br /> �' NOTES:
<br /> MEZZANINE LEVEL w
<br /> I � I � 1 . SEE 11/S764-2 FOR TYPICAL JAM CONNECTION AT EACH END OF HEADER.
<br /> DUCT CONTINUES UP 2. VERIFY EXISTING STUD DIMENSIONS PRIOR TO FABRICATION. � ��
<br /> 6'-0" � 46" DUCT � THROUGH FRAME, . ,
<br /> 4'-6" � 22" DUCT FULL RUN NOT
<br /> SHOWN FOR CLARITY CONNECT I ON DETA I L 5 SLEEPER SECT I ON � , �
<br /> SCALE ; 3"=I '-0" S553-3 S553-3 NTS S553-3 S553-3
<br /> NOTES:
<br /> 1 . DUCT DESIGN AND CONNECTIONS IS BY DUCT DESIGNER. o � I I
<br /> 2. COORDINATE LAYOUT WITH DUCT DESIGN PRIOR TO FABRICATION. � o I I
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<br /> DUCT FRAME E � E�AT ON � .
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<br /> SCALE : I 4 =I -0 M 1 S 189 S553-3 ��4 +�
<br /> � 4
<br /> +�
<br /> T&B � :
<br /> I I I I FLANGE ��4 STIFF PL1/2, TYP
<br /> II I I "
<br /> II I I
<br /> nP ,,8 i i J 2 MAX ; ; � + DUCT SUPPORT ��F
<br /> „ � UNISTRUT BM PER PLAN , , � + FRAME BASE CONNECT ON ;
<br /> ii i i 10 .
<br /> I I I I SCALE ; I "=1 '-0" S553-3 S553-3 •
<br /> UNISTRUT P5000, TYP _ _ _ _ _ _ � I I �
<br /> 8B _ _ __ _ - - � I STL BM PER PLAN
<br /> i i N �
<br /> S553-3 I I �
<br /> � UNISTRUT P2484 �/4 2-6 ISSUED F�R PERMIT • ' 1 ' e ' �
<br /> gA PL5 8xREQD, SEE 1 S762-3 � 07. � 3. � 7
<br /> BRACE ELEVATION TRUSS SECTION S553-3 FOR/CONN INFO NOT SHOWN 728 134th Street SW � Suite 200 �f ��
<br /> 8A 8� �
<br /> Everett. Washington 98204
<br /> DUCT SUPPORT SECT I ON g BEAM TO G I RDER CONNECT I ON g Ph: 425 741-3800
<br /> www.reidmiddleton.cam
<br /> SCALE : i "=i '—o" M 1 s 139 S553-3 SCALE ; i "=i '—o" S 192 S553-3 o Copyright 2017 Reid Middleton, Inc. � .
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> �KaN �� ACCEPTABI�ITY E. PENA 07.13.17 W2572915 A 07.13.17
<br /> - IRC-WBS 2.2.3.2.21 VACUUM FORM (4MC)-RECORD W2572915 RMI PNC 05.20.16 �oF��Asff� ��, THIS DESIGN AND/OR CHECKED SECTIONS AND DETAILS
<br /> � �`�' r�; `�� � SPECIFICATION IS APPROVED P. CROCKER 07.13.17 SHEET �
<br /> A IRC - WBS 2.2.3.1.4 INTEGRATED PAINT FACILITY W2572915 RMI PNC 07.13.17 � �,��,� :, �=' �' ENGINEER TITLE IRC - WBS 2.2.3.1 .4 INTEGRATED PAINT FACILITY
<br /> � � APPROVED BY DEPT. DATE P. CROCKER 07.13.17 ����s�
<br /> ��"-��\ CHECKED ,
<br /> r� ��� ��� �U I L D I N G 40-056 �oB N0. COMP N0.
<br /> �,�, 37358 l� ww APPROVED 576151 -16
<br /> � ����L E�� �
<br /> �'Ss�o,��,L E��01�����'` APPROVED STRUCTURAL MASTER EVERETT, Wq �"'c No. 40-056-S553-3
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