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9 1Q 1 1 12 13 14 15
<br /> LEG E�I D
<br /> 23'-4" 23'-4" 23'-4" 23'-4" 23'-4" 16'-4" INDICATES PANEL-SUPPORTING MEMBER BELOW. -
<br /> \ tNDiCATES STACKER ACCESS HATCH LOCATION.
<br /> �
<br /> ����
<br /> __ ,�
<br /> ,,! �`�, INDICATES BIG MAINTENANCE HAtCH LOCATION.
<br /> � � � ,
<br /> � �� . .
<br /> � /
<br /> �` /
<br /> INDICATES AIR DIFFUSER 'LOCATION (SIZE &
<br /> i/ � ORIENTATION VARIES).
<br /> ���� INDICATES LIGHT FIXTURE (NOT ALL SHOWN). .
<br /> �=---� INDICATES POWER TRACK RACK LOCATION. SEE
<br /> MATCHLINE - FOR CONTINUATION SEE 35121 � DEfAIL 2 ON SHEEf S454 FOR PANEL CUTOUT. > ,
<br /> GEI� ERAL NOTES
<br /> HIGH ATTIG SEPARATION 1. NEW MEMBER MATERIAL: �
<br /> WALL AT LINE 14. SEE HSS ASTM A500 GR. B, Fy = 46 KSI.
<br /> _ SHEEf S216. PLATES ASTM A572 GR. 50, Fy = 50 KSI.
<br /> W SECTIONS ASTM A572 GR. 50, Fy = 50 KSI OR
<br /> ;-�--� �_�_ : r--� � , �-��- ,--- -- ,--- r-;- ; --� �- - - _
<br /> i� � � � i � I� /� � � � � �, ASTM A992.
<br /> � � '!._� � �� � ���, �i��\ l � ��� �� ���� �_`� ���'�l ���\� I��� ����,� �� �� ��� � ANGLES ASTM A36,� Fy = 36 KSI.
<br /> � � CHANNELS ASTM A36 Fy = 36 KSI.
<br /> � � � 0 2. WELD PER SECTION 05060 OF SPECIFICATIONS.
<br /> � � 3. PANELS SHALL BE VERSAWALL 4.00 INCH THICK BY 36 INCH WIDE �
<br /> � � � � � � �MAINT. HATCH, SEE � � � WITH 22 GAGE TOP SKIN AND 26 GAGE BOTTOM SKIN. SKINS
<br /> �,,,-� ARCN. FOR FLOOR SHALL BE ASTM A653, GRADE 37, G90 GALVANIZED STEEL ' `
<br /> � /� � � PANEL OPENING DIRECTIONALLY STRIATED PARALLEL WITH PANEL LENGTH. PANEL �
<br /> -%�- -� � �� _�` I����-�' __'" '`���% "� , ,� �i ��,,i DETAILS SHALL BE MANUFACTURED BY CENTRIA ARCHITECTURAL SYSTEMS.
<br /> TYP 2 r� -����� ����I�-'�\-) �� _\-��� �_ !��'�� �l ,' /i INSTALL PANELS PER MANUFACTURER SPEGIFICATIONS.
<br /> � SIM. / � 4. PANELS SHALL BEAR MINIMUM 1 1/2" AT ENDS AND 2" AT INTERIOR
<br /> 3S123 S624 TYP. �
<br /> ! ���-J SUPPORT LOCATIONS.
<br /> 3S123 S621 5. PANEL END JOINTS SHALL BE LOCATED AT CENTERLINE OF
<br /> 3S123 S624 �
<br /> NORTH-SOUTH SUPPORT BEAMS. STAGGER ADJACENT PANEL END
<br /> JOINTS MINIMUM 1 SPAN.
<br /> 6. TYPICAL PANEL CUT PROFILES AROUND COLUMNS, POSTS AND
<br /> BRACES SHOWN. AT LOCATIONS NOT SHOWN, FIND CORRESPONDING
<br /> SUPPORTING DETAILS QN DEfAIL DRAWINGS. USE SIMILAR DEfA1LS
<br /> FOR NON-TYPICAL PENEfRATIONS.
<br /> - - � - - - - �-= �� -- - �" ----- �_ �� -----� 7. ANCHOR FLOOR PANEL AT BOTH SIDES ON EVERY NORTH-SOUTH
<br /> � �- ,_„- � ;;-,.,.,� i%l��_� �%-'� � � �-�i � � � �c \ ,i ,
<br /> �- --
<br /> �/ '=���� '�`/�� %_j_�_�_I/ � ^_����.I I l'``�. ,I/ `��,I =-� _� �j"' '`��� -�„��/� ^ � � i�' ` � SUPPORT BEAM PER �iANUFACTURER SPECIFICATIONS.
<br /> �i� �_ �.i _ _ ��� r ` �_ ��__=.
<br /> Y - -- - - ---— - � 8 L NICAL AND ELECTRICAL DRAWINGS FOR
<br /> - -- ��� � \ - D ME
<br /> ��,-,,_ �I�� 1 i'.___\-�I ��__ � i`',_,,_ �---' � .� __ �-I�-`, -,�'"1 �`��- ��_� __ i 1 I`'�����.�I- -_-%I � _-,, �_-; ,- NON STRUCTURAL ETAILS. .
<br /> _ � _.`.�-_ � �_ / ../ I ��,.. / � ...._ ..-� . , n n
<br /> � --��� � �===� /- �_ ^ ��,.,__ I/_:--i� ___\_,I ��- ,_ , % �-�. i �.-- � - ,�__,_ I / �,_� .�- _.�_ 0 9. HOLD PANEI.S 1 2 AWAY FROM PERIMETER WALLS AND 1 AWAY
<br /> -- -- = ----- - `=- =----=�! - �— �=-- ��� �%` -=� BUILDING. � FROM ALL STRU TURAL PENEfRATIONS.
<br /> FRAMWG & CONNECTIONS �
<br /> -t-;---�,� - - r,_._ ---- - ,_ - - - - _,, ---�- -- - - ---- — - - N 10. AT CUT EDGES:
<br /> � � % � �, .�- , j��,��� �. /�''���, ��; ��_,/ ��,_�� I` '�.---��_\ I� ��_,,. /�` — -- � � SYMMEfRICAL ABOUT CENTERLINE
<br /> � ��� 'f `� � � `� �` , �% \�'� I��' ���� ^ ��� 10.1. FASTEN PANELS TO SUPPORT STEEL USING SAME SCREWS AS
<br /> '' � / '��� � UNLESS NOTED OTHERWISE OR AS
<br /> �._ � _ � _ � � �/—_�.,
<br /> ���'`_� `�� '��y��/ _� "_� _��L"- v' '`' �.� �--�'` AT PANEL SEAMS (LONGER IF NECESSARY) BUT INSTALL WITH
<br /> AIR DIFFUSER, SEE REQ'D TO INTERFACE WITH EXISTING.
<br /> WASHER FROM TOP SURFACE.
<br /> ARCH. FOR FLOOR 10.2. FASTEN PANELS TO SUPPORT STEEL AT A MINIMUM OF 3 FEEf
<br /> PANEL OPENING DETAILS ON CENTER, OR AT EVERY CORNER FOR CUTS SMALLER THAN
<br /> 3 FEEf.
<br /> � 11. SEE ARCHITECTURAL DRAWINGS FOR FLASHING AND CAULKING. e y
<br /> 12. PANELS DESIGNED FOR 50 PSF LOADING. DO NOT USE WALK-ON
<br /> ' CEILINGS PANELS FOR HEAVY EQUIPMENT OR FOR STQRAGE.
<br /> � 13. FOR SINGLE PANEL PENETRATIONS GREATER THAN 2" DIA. AND FOR .
<br /> SEE ARCH. FOR HANDRAIL i� \ ALL MULTIPLE PANEL PENEfRATIONS, THE PANELS SHALL BE
<br /> LOCATIONS AND DEfAILS ,.� ' �'1 ���_�� !� `��� ' � � ' � =' ',---- ``� SUPPORTED WITHIN 4" OF THE EAST AND WEST SIDES OF THE
<br /> _ _
<br /> �-�\ �� =-� �''� '����'� �-' �'-���'�� �='"������ �`�. � PENETRATION(S), AND SUPPORT SHALL EXTEND NORTH AND SOUTH
<br /> i `�,� OF OPENING BY AT LEAST 4". SUPPORT DETAILS SHALL 8E SIMILAR
<br /> TO THOSE DEfAILED IN THESE DRAWINGS.
<br /> � N ,
<br /> \
<br /> R� �� � ;, � ;- � ;� � �� ; , � --- � � ,�, ;; ;� , ;;-- ;�— - o R E FE R E�1 C E D RAW I N G S .
<br /> � � I I�� �� � '� � I�� � i� � ��� �,,� � ��� ����� I� � '�� ;�� � 1. ORIGINAL DESIGN DRAWINGS:
<br /> .�� -�� ��� � � �,� I_�_ � � ���,� ,_ � 145-003-1003-S1 THRU S71 � �
<br /> � � � 2. � 4RIGINAL SHOP DRAWINGS: �
<br /> '�` FOUGHT & COMPANY, JOB N0. 8593 �
<br /> DWG NO'S E1 THRU E3Q & 1 THRU 210 "
<br /> K
<br /> CONSTRUCTION NOTES
<br /> 4" WALK-ON �
<br /> CEILING PANEL, 1YP
<br /> � > ,
<br /> �
<br /> �j+ L—
<br /> �� �
<br /> 1 9 15 _
<br /> A A �
<br /> 3S123 S621 �
<br /> � � 3S121 .
<br /> i
<br /> N y �
<br /> N
<br /> G
<br /> 3S123
<br /> _ M _
<br /> M 3S125
<br /> MATCHLINE - FOR C4NTINUATION SEE 3S125 p
<br /> KEY PLAN — BUILDING 45-003
<br /> sc�: r�E N
<br /> 8' 4' 0 4' $' 16'
<br /> SCALE: 1/8"= 1 '-0"
<br /> FQR REFERENCE ONLY �
<br /> PARTIAL P �AN VIEW � I ��
<br /> SCALE: 1/8"= 1 '-0" ' v FACILITY DESIGN BY CE I DATE � � � 2 I , I 8 . ,
<br /> SYM REVISION B`( APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUeT(TLE CURRENT REVISION SYMBOL DATE �
<br /> ACCEPTA8ILITY M. ZHANG oz.z2.os PARTIAL HIGH ATTIC PANEL PLAN 547160 — 01.�8.08
<br /> - RECORD DRAWING ' J#547160 CP&A Q1.18.08 THIS DESIGN AND/OR TH HUBBELL 03.30.06 sHE�r
<br /> SPECIFICATION IS APPROVED
<br /> BOE,��� TITLE
<br /> APPROVED BY DEPT. DATE J. HUBBELL 03.30.06 �S 12 3
<br /> CHECKED
<br /> R. PHILLIPS 03.30.06 B U I LD I N G 45 003 �
<br /> APPROVED � JOB N0. COMP N0.
<br /> J. HUBBELL 03.30.os 547160
<br /> aPPRovEQ STRUCTURAL MASTER COL. 9-15/G—M EVERETT, Niq °wc No. 45-003-3S123 �
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