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w v o . <br /> Vf� U <br /> � M Qj <br /> �"� L <br /> J = <br /> � � V <br /> � � <br /> i <br /> C � <br /> 1 � � cti <br /> PL �" TYPICAL L <br /> , » U .� ° 3. <br /> NOTES: <br /> � 1 � L � � <br /> ~ o <br /> - SEE DETAIL 2 S2 FOR MEMBER SECTIONS. � � • M <br /> - ATTACH MODULES TOGETHER WITH 5/16" DIA. c� <br /> BOLTS � 24" OC. TYP. UNO. 2�� � N N o <br /> � N . <br /> � dj � <br /> 1" TYP. <br /> � N O <br /> TYP <br /> Typ T2X2X0.125 (INTERIOR) hUPPER CLG PER PLAN � � <br /> , „ 4" ANGLE TYP � � � , <br /> 2 -� AROUND PERIMETER PERIMETER GRID. —1 � L <br /> i.i d� <br /> � nP � ATTACH TO TS WITH �6" Q w e- <br /> � '� � A325 BARREL NUTS , <br /> � � <br /> � 1" TYP. � 24.5" OC TYPICAL. cn p <br /> c�v N N N N N ,VBOTT CLG PER PLAN � � � <br /> � � x x x x x x � PL ys�, TYPICAL � � � o <br /> � c� cv c� N N c� TYp d. WALL PANEL TS. � `n <br /> N N N N N N 3��6 SEE 4 S2 FOR <br /> f- �- �- H- F- f- � TYPICAL � <br /> CONNECTIONS � <br /> � ' <br /> L4x1.25x0.12 PERIMEfER: 14'-4" MAX. <br /> L4X1.25X0.125 (PERIMEfER) � Q. s�'E�G, <br /> �~ F was t � <br /> ;; .�. <br /> ,/ ��. x . <br /> , TYP. CEILING GRID MODULE PLAN 2 CEILING GRID MODULE SECTIONS 3 GRID TO WALL PANEL ��� <br /> S2 ��4�=��—� S2 � �/2":''_0" S2 ��s�'_�' `O�C77S T E4'��'e� <br /> `SIONAL � <br /> TS2X2X0.083, TYP. <br /> EXPIRES: 11/04/19 <br /> 73.50" MAX , <br /> PER PIAN <br /> �lYP <br /> TYPICAL WALL PANEL <br /> n'P TMP' FRAME PER DETAIL 4/S2 �,P <br /> CONNECT WALL PANELS WITH — a <br /> (4) �6' � A325 BARREL NUTS �� <br /> Z EQ. SPACED. Z � <br /> TS4X2X0.095 <br /> a a TYP. TUBES � - <br /> NON STRUCTURAL INFILL N <br /> w TYPICAL w DOOR JAMBS. <br /> a, � (ONE OR � <br /> TS2X2X0.083 TWO.) �P' ' <br /> TYPICAL, U.N.O. <br /> CONNECT WALL <br /> Y2"� HI�TI KWIK 80LT TZ PANELS WITH (4) �ys <br /> �s A325 BARREL <br /> WITH 3 1/4'� EFFECTIYE NUTS EQ. SPACED. TYP. <br /> EMBEDMENT OR ENGINEER <br /> � d�� � d_� APPROVED EQUIYALEN7. AT -- � e - ------- - �� y <br /> TU4x2x0.095 0 . <br /> �„ EA. END OF PANELS. W <br /> SPECIAL INSPECTION a <br /> NOTE: REQUIRED NOTE: � nP• � � � <br /> WELD SIZES SHALL BE EQUAL W O � <br /> WELD SIZES SHALL BE EQUAL CONC SLAB (E). CONC SLAB (E}. TO THE MAXIMUM THICKNESS O � (, <br /> TO THE MAXIMUM THICKNESS � <br /> OF THE MATERIAL, U.N.O. w � Z � � <br /> OF THE MATERIAL, U.N.O. � � � � <br /> 4 TYPICAL WALL PANEL 5 MODULES AT MAN DOOR <br /> z Q a ~ <br /> S2 1/4'=1'-0' $2 1/4'=1'-0" Q 3i N <br /> nP. U <br /> � w � <br /> PL2x2x�'4 .�,PICAL a � � � <br /> PL 4x2x�"CENTERED Y2" DIA. A325 BOLT AND NUT Q W W � ' <br /> ON JOINT, TYP. WITH 2x2x� PL WASHER. (4) � � Z <br /> TOP AND BOTTOM. _ TOTAL SPACED AS SHOWN. W Q <br /> � <br /> N � W J <br /> �� tmin-1/8" TYP. � (.� <br /> N <br /> TU2x2x0.083, . <br /> TYP. U.N.O. <br /> TU4x2x0.095 TOP, <br /> �„ �" `�" MIDDLE AND <br /> BOTTOM CHORD <br /> i� TYP. -{{\ 'TYP. <br /> TYP. �/4 � <br /> � <br /> � <br /> �`' PL2x2� WASHER <br /> � TYPICAL <br /> a � �� <br /> TYP. - _�___w.___,_.__� <br /> IYP. <br /> i� <br /> N 8 DOUBLE DOOR HEADER TO WALL PANEL <br /> s2 ,-,�r=,�-o' <br /> REVISIONS: � ' <br /> TU4x2x0.095 TOP AND _ .___ __ <br /> BOTTOM CHORD <br /> �, HSS4X2X1/4 ' <br /> N TYP COLUMN Y2" DIA. A325 <br /> �' BOLT AND NUT , <br /> o WITH 2x2x� PL <br /> o WASHER. (4) <br /> Q TOTAL SPACED <br /> N AS SHOWN. THESE DRAWINGS ARE THE <br /> ¢ PROPERIY OF ALLSTRUCTURE <br /> o ENGINEERWG LLC AND ARE NOT <br /> N TO BE USED OR REPRODUCED IN <br /> � ANY MANNER EXCEPT WITH THE - <br /> o ' PROPER WRITTEN PERMISSION OF <br /> - ALLSTRUCTURE ENGINEERING LLC. <br /> 0 <br /> '> <br /> ¢ <br /> 0 <br /> � 9 TRUSS T0 POST <br /> � S2 �HEET SIZE: ARCHo D ,(24z 36") � <br /> � 1-1/Y=1'-0" DRAWN BY: <br /> MSV <br /> N CHK'D BY: � <br /> N <br /> ; SNEET: <br /> 'o <br /> ` <br /> � <br /> i <br /> � <br /> � <br /> a <br /> M . <br /> 00 <br /> � DETALS <br /> � <br /> PROJECT No: <br /> 0 <br /> N <br /> � ' <br /> � 18098.00 <br /> � <br />