|
LIGHT—GAUGE TRIM & CONN, r
<br /> (E) ROOF DECK NOT SHOWN SEE 2/S553-4, TYP (4) LOC DUCT OPNG
<br /> (E) ROOF PURLIN (E) ROOF DECK PER MECH �
<br /> COPE & BEND 600S200 AS CONNECTION OR Wg BELOW, SEE PLAN
<br /> USE L 1 1/2 x 1 1/2 x 0,_5„ x 12 GA - --- -- - -- - - -- - - -- -- - - - --- - -- - -- - -
<br /> STL BM PER—PLAN, L8x4x3/8x0'-4", LLV, (NOTE 1 ) #10 SCREWS TO (E) W/ (3) �12 SCREWS TO 600S200 (E) ROOF PURLIN » >� �_ ��
<br /> SEE 1/S762 3 FOR CONN DECKING � 12" OC, TYP � � 3 SIDES, TYP 2 ��2 3 5/8 4x4HILTl� KWIKO HUS W/ �
<br /> 1/8 � �
<br /> 3/8" DIA x 2 1/2" ANCH
<br /> ��8 ��4 L8x4 TO PURLIN _ _ ___ j j I I „
<br /> � � _ _ _ _ _ AT 1 1/2 EDGE DIST . :':£'`
<br /> + � � (E) CONC SLAB
<br /> � -- - - - - - I I
<br /> + � � - -- - - - -
<br /> 600S200-97 OPNG EDGE (3) �12 SCREWS I I
<br /> I I
<br /> TRIM (TYP ES OF OPNG) _ � I I
<br /> �/4 (E) ROOF PURLIN `� � � � UNISTRUT PER PLAN 3 8„ '
<br /> (E) ROOF PURLIN �
<br /> - - - - - - -- - - - - - - - - -- --- - - -- - - - - - - -
<br /> NOTE:
<br /> PURLIN BELOW, SEE PLAN .
<br /> NOTES:
<br /> 1 . FIELD VERIFY PURLIN DEPTH PRIOR TO FABRICATION. PURLIN DEPTH GREATER 1 . DUCT SHALL NOT BEAR ON LIGHT—GAUGE TRIM FRAMING DUCT TO BEAR ON W8 BELOW. PURLIN SUPPORT
<br /> THAN 12 INCHES OR LESS THAN 10 INCHES WILL REQUIRE A REVISED ANGLE. 2, CONNECTION OF 600S200 TO 600S200 AT ADJACENT LOCATIONS IS SIMILAR. SEE 1/S553-4, (E) ROOF DECK ;
<br /> TYP (4) LOC NOT SHOWN
<br /> PUR � IN SUPPORT AT CUT END � OPENING TRIM FRAMING DUCT OPEN NG P �AN UNISTRUT TOP CONNECTION 4 �
<br /> 2 3
<br /> SCALE : I =I -0 S553-4 S553-4 SCALE : I "=I '-0" -
<br /> �� � �� S553-4 S553-4 SCALE : 3/4"=1 '-0" S189 S553-4 SCALE : I '=1 —0 MIS139 S553-4
<br /> SEE 7/S553-4 FOR � .}'' ,
<br /> OFFSET CONN AT
<br /> SLAB IRREGULARITY
<br /> , „
<br /> 1 —0 + — + +
<br /> (E) W33 PER CONTR 6 I I
<br /> + +
<br /> W10 PER PLAN S553-4 �— —� �
<br /> BM ON OPP SIDE DECK IRREGULARITY PL1/2x6xREQD �
<br /> (E) W16 APPROX 1 " PER CONTR 5/�s (E) W33 .
<br /> PL3/8 x 5 3/8 x 1 '-3", TYI W10 �
<br /> � BUILT—UP
<br /> PL WT TO
<br /> II NOTE: W33, TYP ��4 TYP ,'
<br /> �II> >�4 (
<br /> 3" 1 . SEE 6B/S553-4 FOR I SEE 6/S553-4 FOR
<br /> TYP J ADDITIONAL INFORMATION. CONN ON THIS SIDE
<br /> W10x26 EXTENSION OF BM (NOT SHOWN) �
<br /> 6A �
<br /> � + 3 SIDES,TYP 3 �s ,
<br /> + /
<br /> j + PL3/4x8xREQD
<br /> CONN PER 6/S553-4, �
<br /> L ADJUST PL DEPTH APPROX
<br /> LOOKING EAST 1 " AS REQD TO MAINTAIN
<br /> ALIGNMENT ON BOTH SIDES
<br /> �P 3/s ' �.
<br /> BEAM SIDE E � E�ATION '�2 �P BEAM OF � SET FOR SLAB DENT
<br /> 5 7
<br /> SCALE : NTS M 1 S 139 S553-4 �P 5/�s SCALE ; NTS '
<br /> S553-4 S553-4
<br /> W16x40 EXTENSION 6B �
<br /> WIRE ANCH, SEE PLAN 1200S350-118, TYP
<br /> BEAM CONNECT I ON SUPP � EMENTS 6 ES OF POST
<br /> SCALE : NTS S553-4 S553-4 SEE 9C/S553-4 SIM �
<br /> (5) �12 TEK I FOR TYP CONN
<br /> SCREWS, TO POST i � (E) Z—PURLIN
<br /> �10 SCREWS TO (E) DECKING (E) ROOF DECK
<br /> I � '' �
<br /> , ,.,:;
<br /> -- --- -- - - - - - - - - - � I - - - - -- --- -- - - - - -- -
<br /> <. ,
<br /> � 6" OC INSTALL IN BOT FLUTE + +
<br /> + + + � + + +
<br /> OF DECK TIP OF SCREW SHALL ROOF OPNG SPACER, SEE 9A/S553-4 CONNECTION TO + + + � + + + + •
<br /> NOT PENETRATE T/ DECK SPACER, SEE 9B/S553-4 + I + + ,
<br /> » SIM FOR CONN + I + +
<br /> (5) �12 SCREWS � 2 OC
<br /> SPC, TYP ES 10 TOTAL SPACER, SEE 9A/S553-4 — — — — —— — — —— — � 1
<br /> — — - - - - - - - -- - -
<br /> � � FOR SPACER (E) ROOF DECK A .
<br /> ++ ++ {6) #12 SCREWS
<br /> 1200S350-118 CONT SPACER, ++ ++ 2 ,.
<br /> — - - -- -
<br /> FIELD VERIFY (E) PURLIN — — — — — — '.:
<br /> DEPTH PRIOR TO FABRICATION I I + 600S200-118 BRACE, TYP : ,
<br /> + �` ,
<br /> I I + (6) #12 TEK SCREWS, TYP ' � •
<br /> I I
<br /> I I L3x3x12GAx0'-11 " +
<br /> �,P � � TYP � EA CORNER W8, SEE PLAN ,•
<br /> �/8 1 1/2 � 6 I I (4 TOTAL LOC) B E AM B R A C � N G
<br /> 10
<br /> PLAN (E) ROOF PURLIN SCALE ; NTS S192 S553-4 � ■ ' ' ' • ' .
<br /> W8, SEE CUT + FASTEN TO
<br /> W8, SEE PLAN NEW SPACER �
<br /> SPACER AT BEAM SECTION A SPACER CORNER PLAN B EXISTING JOIST CONNECTION � � ISSUED FOR PERMIT 728 134th Street SW � Suite 200 �
<br /> - --
<br /> Everett. Washington 98204 ` �
<br /> R 0 0 F S P A C E R D E T A I � S g 0 7. 13. 17 Ph: 425 741-3800
<br /> www.re�dm�ddleton.com .
<br /> SCALE : NTS S192 S553-4 �Copyright 2017 Reid Middleton, Inc.
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> ���aN �� ACCEPTABILITY E. PENA 07.13.17 SECTIONS AND DETAILS W2572915 A 07.13.� � .
<br /> — IRC—WBS 2.2.3.2.21 VACUUM FORM 4MC —RECORD W2572915 RMI PNC 05.20.16 �, oF WAs�� ��, THIS DESIGN AND/OR cHECKEo
<br /> � � � P. CROCKER 07.13.17 SHEET
<br /> � �`�' �'��, G� SPECIFICATION IS APPROVED
<br /> A IRC — WBS 2.2.3.1.4 INTEGRATED PAINT FACILITY W2572915 RMI PNC 07.13.17 � Q,�"tiT �, �' �' ENGINEER TITLE IRC - WBS Z.2.3.1 .4 INTEGRATED PAINT FACiLITY '
<br /> BOE,�� �' APPROVED BY DEPT. DATE P. CROCKER O�.�3.�� S 5 5 3 4
<br /> �� �� CHECKED
<br /> � ���� ��� BU I LDI NG 40-056 J0e ��. ��MP ��. �
<br /> s�� s�s5a ���,w APPRovE� 576151 -16
<br /> r �
<br /> �`�ssi N�,L ��������`'` aPPRovEo STRUCTURAL MASTER EVERETT, Wq ��c �o. 40-056—S553-4 �� � �
<br />
|