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<br /> A A N L
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<br /> �
<br /> 594.000 � J � L
<br /> 2. � N
<br /> 2 00 24 500 �22,5pp 24�� � 2.000 49.000 49.000 49.000 49.000 49.000 49.000 49.000 49.000 49.000 49.000 49.000 49.000 2.400 � � ��
<br /> ,�5.�0o U � o �.
<br /> g p 2.0 2a.�oo �2z.soo 2a.�oo 2.000 ._ � 3
<br /> , s2 2.000 � � � �
<br /> 2.000 ------------------ ------------------ ------------------- ------------------- ------------------ ------------------ -------------- - ----------------- , --- ------------ ---------------
<br /> ��f� ; ' �� i. },� -----� -- ------- - ---- i ------- � � � i I � 1 i I I i j ' � I i I I � � 20.500 � � � �
<br /> i d; i, � �j.�---- I � ! � I ; I 1 I
<br /> � iE 's E�9° �< �--�� 49.000 r I' _ �� i I � i i i � � i I i I I i � i I � i i � i i I Q� N O
<br /> 49.000 ���f �� ���,�� ,� �� i ; i �i ? I i 20.500 �- - ------ - � -- -- - - � - ----- ---- � - --------- -� � ------- � -- ------ - '- ---- ---+--' - ---- -- ' ---�----r-- N
<br /> � � � � « f i ; i � � -,r---�------v 000 �
<br /> :� g� !��� �� �9 � - ���` i� - � .000 � �' � � `°
<br /> '� ��� '' = ( -_- -._,_._._,_._.- -_-__._.___._._._� 23.500 (,/� v' `^n
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<br /> i{ �.� ._: .. � _:.; � � j 23.500 J � o �-n
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<br /> � E� �a � i�� 49.000
<br /> 49.000 ;° � ,_ v �I��� j� €�y , , 14
<br /> ,.<� �� , �9 s t_.--�-._�g ;,, ;r. �., . , ;, ,, , , .
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<br /> �' � ,�' . /,,",.�' ,t��,. �`,.;:; ;' I ,' I �;�;�'`k 4 .750 W c�
<br /> � � ,� � � i�, � � � T � � 144.000 �;f'•-' ,..d s �' / � `'� � �
<br /> � '� { � . ..
<br /> ,'- ��� -� � ,�� � ���,,., � � ,;, 49J50 ,,' ,;�/�+'� '%�f/� '�,/�,,�
<br /> 9 4 000
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<br /> 49.000
<br /> 49.000 .000 i�---�---�--�--�-� i i._._._._._._._._._ ' � o
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<br /> � �� � � � � �� ;� , � �,� � ��� ; , �
<br /> 40.250 >
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<br /> �� 40.250 "�����
<br /> � ,.. � � � a � �
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<br /> 2.O , Z.00O �_'_�__'_.�_____ � �__'___'_.�_"__'_�
<br /> _ --- 2.000
<br /> 2.000
<br /> 49.000 ���;�! �� �f;3 f �}� �j 49.000 5 3 4 4 � pF wP��G�,
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<br /> ���� � ���� � �� 3 �A�,G37263 g�q��
<br /> 49.000 � � �� ��� 49.000 �
<br /> ia��i ,�.. , i;� ; e"� i TYP. �j F��'
<br /> � � ��� ��'�� �'° � � 275.500 594.000
<br /> � 3�= ONAL
<br /> {' __,_,_ � '__ 492.000 2. 0 2. 0 2�� EXPIRES: 11/04/19
<br /> -�=-- ---- �, .�.� �� ,
<br /> � �`�€� �"'(,�'���� m� 2000 24.500 49.000 49.000 49.000 49.000 49.000 2.000 2.000 49.000 49.000 47.000 49.000 49.000 49.000 49.000 49.000 49.000 49.000 49.000 49.00 .
<br /> ,x ���� � =�j
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<br /> 49.000 _� ��#' �'�� ��� 49.000
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<br /> ��
<br /> 5s4.000 E-------; i---- -- -i � - `� i --� - - - -i � ; ° i ; i i i � � i ; ; ; �
<br /> �� s 3� i , I iI Ii � i i � i 20.500 � j � � ! � I iI Ii � ; ; i ; 20.500
<br /> �� [� � s' ! � � � � � � � i i i E i ; i i I I I I � I � � i i
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<br /> 49.000 ��3�� f�� ��� �;� �� 49.000 ��
<br /> ��€� •� �� e` ���� � {�m k� 23.500 I I 23.500
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<br /> : � �"'�'. � �. ,�" 49.750 ( I. . , . ,.� , ,�`- �f ,! , �' � . ,. `
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<br /> 49.000 � �s;� .��.. - ,�--A ��'� �� ,,.;�� NP. S2 Z � �
<br /> '� � �� -�� � �I E tJ� I-
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<br /> - . ,-�-; 2.00o O V 3 �
<br /> �� 4 ..� �� �I� ��; �_� GENERAL NOTES � � �
<br /> 49.000 �� 3�;i ' � � ���' ��� j�� 49.000 175.50 a ~ �
<br /> �p ��b�g � ��� � ����� ---�-�i ,� _102 ppp THESE DRAWINGS PERTAIN TO THE STRUCTURAL DESIGN ASSOCIATED N � Q
<br /> �' . , �� � 102� �� 2'� WITH THE CLEANROOM. ARCHITECTURAL, MECHANICAL AND � W W �
<br /> 2. 49.000 49.0� 2.000 g 171.50 Q
<br /> � � ;� �-�---_ ' 3�� � S2 ELECTRICAL LAYOUT IS BY OTHERS. ALL DIMENSIONS SHOWN ARE IN 3 � Z
<br /> . 3�� �--� __ �_ 102.000 2.00 49.000 49.000 2.000 INCHES UNO. FOUNDATION DESIGN/ANALYSIS iS BY OTHERS. W
<br /> � ��µ �;�r `�� � ,i � �� 2 � LOCATIONS OF STRUCTURE IN BUILDING IS BY OTHERS. CLEARANCE O � W
<br /> "� � � �� � TYP. 2.000 REQUIREMENTS FOR SEISMIC DRIFT FROM BUILDING ELEMENTS IS � W J
<br /> 49.000 ��� I�j i� .�,.. .-!,�--� ���� � ;'� ��� �� 49.000 T � 2.000 - --- ---- �- ; BY OTHERS. ATTACHMENT OF MECHANICAL, ELECTRICAL AND FIRE �
<br /> I �
<br /> ��-- �. � 25•50� SPRINKLER SYSTEMS IS BY OTHERS. N
<br /> #z, ,,, s : af,., -- -- -
<br /> ;
<br /> i
<br /> � � I i � � 20.500
<br /> �" ; 20.500 �,.. � ' _ _ � �� DESIGN CRITERIA
<br /> ! � TRUSS ASSEMBLY 1 DESIGN IS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE
<br /> 2.000 2.00 E -- -- -- �' z3.�oo
<br /> B 23� 2015 INTERNATIONAL BUILDING CODE USING THE FOLLOWING
<br /> .000
<br /> p � CRITERIA:
<br /> 2.00 24.500 49.000 49.000 49.000 49.000 49.000 .000
<br /> `�: 144,ppp � � 145.500 DEAD LOAD: 6.3 PSF LOWER CEILING r WITH INSTALLED COMPONENTS.
<br /> ,�::��,�,, , T.�,,_ ���, 49J50 N N 5.2 PSF UPPER CEILING MAX FFU WEIGHT NTE 80 LBS,
<br /> C 2�5,5pp C ��` 49.750 �44.000 z, � N MAX LIGHT TROFFER WEIGHT NTE 40 �BS.
<br /> ��.
<br /> _ cn v�
<br /> �� _ = LIVE LOAD: 0 LBS (NON-WALKABLE)
<br /> i���-'---�-�--�-� ; '�� SEISMIC: Sds=0.963, SITE CLASS D, IMPORTANCE 1.0, R=3.5 OMF.
<br /> i ; 40.250
<br /> �=`,i� ��`�''< 40.250
<br /> i � , �
<br /> ; ;; ; TEMPORARY CONDITIONS:
<br /> ; �,__ ; � 2,000 THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL
<br /> , PLAN VIEW 2.00p STABILITY OF THE STRUCTURES AND WALLS DURING CONSTRUCTION.
<br /> S1 ��4•=��_p- 5 THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED
<br /> Np. FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY.
<br /> VIEW E-E VIEW F-F VIEW G-G
<br /> METALS• REVISIONS: �
<br /> ALL STRUCTURAL AND MISC. STEEL: ASTM A36 (FY=36KSI) UNO
<br /> WELDING: PER AWS STANDARDS. E70XX ELECTRODE & BY AWS QUALIFIED WELDERS.
<br /> HSS TUBING: A500 GR 46.
<br /> �' LEGEND 2 ELEVATIONS LIGHT GAGE T.S. ELEMENTS: ASTM A513 TYPE1 OR ASTM A500 GR.A
<br /> 3 ALL 80LTS: ASTM A325 UNLESS NOTED OTHERWISE.
<br /> � S� 1/4'�1'-0"
<br /> STEEL COATING TO BE SPECIFIED BY OTHERS.
<br /> •o GRID MOD TAG. REF SERVICOR DWGS.
<br /> DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE
<br /> o WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND
<br /> � �� ELEVATION VIEWS ERECTION OF STRUCTURAL STEE� FOR BUILDINGS". WELDING SHALL THESE DRAWINGS ARE THE
<br /> �, CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN PROPERIY oF ALLSTRUCTURE
<br /> ¢ �� ENGWEERING LLC AND ARE NOT
<br /> � BUILDING CONSTRUCTION AND SHALL BE 1/8 MINIMUM UNLESS To BE USED oR REPRODUCED iN
<br /> � OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED ANY MANNER EXCEPT WITH rHE
<br /> ~ KEYNOTES' / WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, PROPER WRITTEN PERMISSION oF
<br /> o N T : ' UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ALLSTRUCTURE ENGINEERING LLC.
<br /> �� THE HEIGHT OF THE LOWER GRID IS 120.00" AND THE OVERALL HEIGHT �• nPICAL CEILING GRID MODULE. TWO LEVELS OF GIRD. lAYOUT OF ARCHITECT/ENGINEER PRIOR TO FABRICATION.
<br /> � • OF THE CLEANROOM IS 145.50° INCLUDING TRUSS ASSEMBLIES MODULES SIM AT EACH LEVEL. SEE 1/S2 FOR ADDITIONAL DATE: 04L is
<br /> � INFORMATION. MECHANICAL: sHEEr sizE: aRCH D (24"X3s")
<br /> m • SEE S2 FOR DETAILS 2. DOOR. HEADER WITH TS4X2X.095. SEE 5/S2 FOR ADDITIONAL THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF
<br /> � SEE 1 S2 FOR TYPICAL CEILING GRID MODULE ELECTRICAL EQUIPMENT, MECHANICAL, PLUMBING, FIRE SPRINKLER, DRAWN BY: MSV
<br /> • � INFORMATION.
<br /> � • SEE DETAIL 4/S2 FOR TYPICAL WALL PANELS 3. TYPICAL WALL PANEL PER DTL 4/S2. MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. cHK'� er:
<br /> ALL DIMENSIONS SHOWN ARE IN INCHES UNO. 4. NON STRUCTURAL WALL PANEL INFILL.
<br /> � • ALL CUTS ARE TYPICAL UNO. 5. ALL HORIZONTAL MEMBERS AT 42.25� ELEVATION SHALL BE INSPECTION: SHEET:
<br /> ° • ALL WALL PANEL STRUCTURAL STEEL FRAMING TO CONSIST OF TU4x2x0.095 AT ELEVATIONS A-A, C-C AND F-F. SPECIAL INSPECTIONS: IN ACCORDANCE WITH THE APPROPRIATE
<br /> a HSS2x2x0.083 UNO. - WALL PANELS AS DETAILED MAY BE SECTION IN THE INTERNATIONAL BUILDING CODE AND APPLICABLE
<br /> N NEW OR EXISTING SECTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS
<br /> � • STRUCTURE TO BEAR ON AN EXISTING CONC SLAB ON GRADE. 6" M1N LA ORATORY EMP OYED BY THE OWNEREFORNTHEE FOL OWING
<br /> a THICKNESS. FIELD VERIFY.
<br /> � • DO NOT SUPPORT MECHANICAL DUCT OFF CLEANROOM STRUCTURE AREAS OF WORK:
<br /> N A. CONCRETE ANCHORS. PLAN aC NOTES
<br /> �
<br /> 0D PROJECT No:
<br /> 0
<br /> �
<br /> � 18098.00
<br /> �
<br />
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