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1 2 � 4 5 6 7 8 9 <br /> LEG E I� D �. <br /> 23'-9" 23'-9" 23'-9" 23'-9" 19'-7 1 2" 19'-7 1 2" � _~ <br /> � � 19'-7" 23'-4" 4'-8" � INDICATES BRACE BE�WEEN WT7x13 AND W10x22 �. _ <br /> BELOW. SEE DETAIL 4 ON SHEET 5613. <br /> I `� INDICATES STACKER ACCESS HATCH LOCATION � <br /> L-1 <br /> � <br /> � SIM. / �\ INDICATES MAINTENANCE HATCH LOCATION <br /> � � J � A � � � % <br /> � 2S112 S610 2S112 S611 � �'�- <br /> ( � � INDICATES AIR DIFFUSER (SIZE AND ORIENTATION <br /> '��� VARIES) LOCATION. DIFFUSER N4T SHOWN TO <br /> MATCHLINE AT GRID G. F � F 4 A B F F S�M• �� ` � SCALE. SEE GENERAL NOTE 6. <br /> MATCHLINE SHOWN OFFSET 2S112 S614 2S112 S614 2S112 S614 2S112 S612 2S112 S611 2S112 S613 2S112 S613 <br /> SLIGHTLY TO SHOW MEMBERS �� ��� INDICATES LIGHT FIXTURE IN WALK-ON CEILING , <br /> BELOW 5 6 7 8 7 -3 9 �� PANEL. SEE GENERAL NOTE 7. <br /> ___ _ _ _ _ T10(E) _ _ __ _ __ _ _ MATCHLINE - FOR GONTINUATION SEE 2S11 T8(E) __ _ __ W12x30 � W12x30 __ _ �` INDICATES FRAMING AT LOWER ELEVATION. � <br /> I� ` I ` I W8x10 W8x10 W8x10 W8x10 W8x10 - - -�P. - v <br /> SIM. W8x10 W10x22 1 W8x10 � INDICATES POWER TRACK SUPPORT POST <br /> F \ ` TYP. 5 W$x10 �8x10 TYP �" 6 � 25112 S450 � o O ATfACHMENT POINT TO W12x30, W16(E) T6 AND <br /> \ ��' I I I 2S112 S614 � F � \ / 2 S 1 1 2 S 6 1 4 / �f �'\ � a, T 7. D R I L L A N D B O L T T O B O T T O M O F T H E S E <br /> OUTBOARD CRA NE RA IL l F 2 S 1 1 2 S 6 1 0 Z S 1 1 2 S 6 1 4 1 �> > _ - M E M B E R S. S E E D W G. 7 0 0-2 4 0 9-5 1 0 F O R 8 0 L T <br /> �1 \ \ / I -- �%��;-'' i��-'l / � � �\ � � <br /> (BELOW TRUSSES � GRID G) I \ I �j W 8 x 1 0 W 8 x 1 0 W 8 x 1 0 W 8 x 1 0 - - � W 8 x 1 0 W 8 x 1 0 W g x 1 p W8x1Q � HOLE DEfAILS. . <br /> O N <br /> ( I ^ ^( I �� \ � � '�1 X � � � � � o jj//��\\ �� r-� r- � � - -- � I <br /> W \ \ � � v � �� Q ��,1� � i � � i� �� / ��,�I � ��/1 / !�\� � � ,!\ �I/ \' � ��� ��� / \� � I � / i,/ '�I � �I, � ^� I ,�� � � \ � � � �� 'a rrP. p °° ` <br /> � � (r� �- N '--- �-� � i� I/� _� ! �� N � ,�,� N �L� � �J� � �a �_� d" , <br /> �� ,� � �� � � N �� � � .� 3 � �} � -� X , x GENERAL �IOTES . T <br /> � ca � 3 ��� � � __ / k '�'v, \ � � � � .� \ � � I 3� 2S112 S610 � <br /> I / ( G ( g I - -- -- � - _ __ _ � 1. NEW MEMBER MATERIAL: <br /> W8x10 � � - ,, ` W8x10 � � `�' HSS ASTM A500 GR. B, Fy = 46 KSI. <br /> � 2S112 S615 2S112 S614 W8x10 - �xi0-- �I I �- _ � Fy = 50 K5L � <br /> ��- N d- �, � PIATES ASTM A572 GR. 50 <br /> I � � i � x W8x10 � � W8x10 i W SECTIONS ASTM A572 GR. 50, F 50 KSI OR <br /> ( � � � � ; � ��„ I o � x \ �X� � ;'��� W8x10 � W8x10 � <br /> / � � � � \ <br /> Y = <br /> .y��o�`'� F F � \ � � �i� �g � � \. i � ASTM A992. <br /> �� ( � � 2S112 S614 � 2S112 S614 � � �� ,�� � `��� � � � B � x� � � , j � 3 � SIM. � SIM. � ANGLES ASTM �A36, Fy _ 36 KSI. <br /> E i � i � 2S112 S613 i �, / 2S112 S450 11 1 � CHANNELS ASTM A36, F - 36 KSL <br /> 25112 S461 ' / �� � � 2S 2 S6 3 2S112 S613 Y <br /> /2S112 S615 W8x10 W8x10 �18x10`�.,; _ __ �,% _� � W8x10 W8x10 W8x10 � �� I � I 2. WELD PER SEC710N 05060 OF SPECIFICATIONS. <br /> _ _ �---.� _ T11(E) I 8 _8 _ _ _ i W12x30 � W12x30 �I 3. MAINTAIN ORIGINAL WORK PQINTS EXCEPT WHERE INDICATED. " <br /> � , - - _ �9�� - _ H 4. REFER TO REFERENCE DRAWINGS FOR WORK POINTS NOT INDICATED. <br /> ' - - � - - - � - -�5 - - - - - - - - - � - - - - - - - - - 5. AT DIFFUSERS PERPENDICULAR TO WALK-ON PANELS: <br /> A -�yp. �, W8x10 J �P SIM. W8x10 1YP• � � LOCATE SUPPORT FRAMING BASED ON ACTUAL DIFFUSER WIDTH <br /> I I w8x�o QI B 10 11 3 12 np. D I 5 13 11 12 � � rrP. G <br /> I 2S112 5615 , � " � 2S112 610 TYPICAL 2 112 S462-2 S112 S611 2S112 S450 �P � 25112 S610 `D � DIMENSION (SEE MECHANICAL DRAWINGS). PROVIDE 1/2'� MAXIMUM ' � <br /> 10 -5 1/2 EQ EQ CENTER 2S112 S610 � 'i GAP BEfWEEN EDGE aF SUPPORTING FRAMING AND DIFFUSER. <br /> I I W14x61 �I � I DIFFUSERS � I ( , � PROVIDE MINIMUM 1 1/2" WALK-ON PANEL BEARING ON � <br /> � - - - - <br /> 14x61 �` '`,r -�� , � ,--,-� �,_ r-� - �_ .-��___._ � �_. , _�-_,_,� ^-%' � �.�. ; -- --.�- -, � , -- - � � _ ^� ,� � - -- ,� , !,--� � , ,- , , , � - �-- -� , <br /> �-��'# � T� d�y >� :%` _��- � ,�%f ,, � _, � �� � �.. ' ����_ � �� ` �� I ��,, �� ���` (� _,,� �, u�'J I ADJACENT SUPPORTING FRAMING <br /> � _ ,�_��_�_ -_` � � � ��_ ���''� � � __ =�i �,_ �i-- �,_\_ ���'=� �� ` �_ � �__1 �-`��__�--�'�� �i � �!�--'=' �i--� /1��1 ��-��'�\_� , � `\I i-- ,\\_�����,`\_I _ �\` � <br /> IN80ARD CRANE RAIL � I ,,r, � �� ,,,, I - � `� - I � `= � - � I - - - - ---� I - - -,� ___ __ _ I . I � I/ �L,-� �_ � AT DIFFUSERS PARALLEL TO WALK-ON PANELS: <br /> � X I / I X �, � 'n DIFFUSERS � SEE DEfAIL 2 ON SHEET S450. <br /> _ I rn ,�-�., rn r ^_- =,�i��-. -�- =; �`T ,,, ='I� -;��U- ''I Ic` � � �"���_- �-='I ��_, i'�' ��_�%I ��__=`��-��_ �--�' _ ���-- ,`��__ / � -- -�- _ �.. - -- � �� �- - � _ --�--- PERPENDICULAR �- 6. ONLY ONE LIGHT FIXTURE SHOWN THIS SHEEf AS "fYPICAL FRAMING <br /> - �� o,-���, -�:y� _^ , �`�i- , � _ -%- �___ �<- _ ,_ � � ____ 1 I� ! /i , , I � , �='I �_ �.---Jl I �-� ;�I�;/I f ��-_ �--''1`� ,, , 1 � � � 1 f�`� /�',,.,__ /i I �_- /I _ _,..i�,.l <br /> BUILDWG. !- _�-- - �i = -- �I_-- __ _,_I I, ' �� / �-� I/ �-�_,i' �-"_ I�'��,_,-- �_, �_`_., _ �� � �G � � ,,i/ ��_�1 I;-� � =" ' _ I%���� __ -�I �%' '_ �' �� !/ -~�I/ `�`, I/' � ` %" l^,I TO WALK-ON EXAMPLE. SEE ARCHITECTURAL DRAWINGS FOR FULL LAYOUT. <br /> 0 <br /> FRAMING & CONNECTIONS 2 ��r�) _ � PANELS. SEE ;� 7. FOR TYPICAL CEILING SUPPORT TOP OF STEEL ELEVATIONS, SEE <br /> SYMMEfRICAL ABOUT CENTERLINE '� -� �`�-���- '� ' ,,��� '� `�- �;,- �� �� �'l �� - `� /-� `- , �----�_�� � �='Jl "���� `- ---� �� - �'�� - '� �`�~ ��'` � '_,� --��`` �-� _-- �l `� ���� --1 ((��- ---`-�- - _ /� NOTE 6. `" GENERAL NOTES ON SHEEf S2. � <br /> I W14x61 � � _� ��. , � �,� �,I � � ,, I� � , ,-�"��_� ��, I /��-�_ -�, /�-;,�` �-- _, �,,�^ ! I � �.� �, �� � _� � _,,, �'�� .� � ,_, / ,,., �� �, . <br /> UNLESS NOTED OTHERWISE OR AS �- - - --=' - - -. _ -�, �l �- -.-_ rl ,='� _�, �__I �/ � _I � �� ��- -- �I�- -�1 �i'`_ �,i`_/� ,,__I ,--'� �_��- _-_ �l �/ � �,I,--� ,,I L �� ___I � -_ - \l . <br /> ==- � -'' �= � / I 8. FOR W8x10 TO W8x10 CONNECTION, SEE E/S610 <br /> REQ'D TO INTERFACE WITH EXISTING. 2 � X I W14x61 � X I DUCT HOLES. I _/ � ( _ <br /> I F = 9. FOR W8.x10 TO W16x78(E} CONNECTION, SEE G/S610(SIM). <br /> � "� � "� COORD W/ MECH. E � � ,� „ � � ,� I n ; n n � 1 0. F I E L D M A E S U R E C O N N. T O W 1 6 x 7 8(E) S U C H T A H T W 8 x 1 0'S A R E 1/4" <br /> r x x 'x ..1 x x x .._. x x <br /> � I � � I 6" � � I W8x10 I °O o O 0O I � ° � ° �O � 2S112 S611 � °p o BELOW BOITOM OF STEEL DECK. -. � <br /> � 2S112 S617 � � � � � � � I � 3 i 11. FIELD SHIM USING W8x10�S - �. TACK WELD TO BEAM & . <br /> � - - �---- - - -�� - - lYP. - - - - - - - - - - - - - - - - - - - - - , <br /> 0o DECK. <br /> H- M - - - - - - - - - � I I � `V - J 12. FIELD SHIM USING 6"x1�-0" PIATE ALONG SHORT W8x10 TACK <br /> \ � -} � / WELD TO W8x10. <br /> � .� � `� ( 2'-4 1/2" 8'-1 1�2.� a , � � <br /> � c nP. q nP. ; � ,, ; ,, � � , I � <br /> / � � \ �� / <br /> I � I I _� 25112 S615 � 2S„2 S6,a / / '� % ; I , » � �� - - 2S„2 S6„ � REFERENCE DRAWI N �S <br /> \ / / ` � �� / 4`4 ��2 '� i \ � � �`� �� I / � � <br /> I I I I _ ��./ �,/ _ ��I --'.,,/-_ ` 1. QRIGINAL DESIGN DRAWINGS: <br /> � <br /> � �" I 145-003-1003-S1 THRU S71. <br /> I � ( I I �s�-�N , � � ( N 2. ORIGINAL SHOP DRAWINGS: � . <br /> � p -�yp, � � � 14 -� / � FOUGHT & COMPANY, JOB NQ. 8593 <br /> � � �- � - - - - __ �, DWG NO'S E1 THRU E30 & 1 THRU 210. <br /> � � � 2S112 S615 � i� � � i'� � j � �� � \ I ( � � �� �� _ � 3. POWER TRACK ASSEMBLY: 700-2409-510. �� <br /> , i ��� i ��,� ,���� � �� ;� � ��� \�� � � ' � � � !% � � �� �� �� � ;� i � � , �,�� ; � <br /> � � � � � _ � � � � l � � I i � � � i � 4. CRANE RAIL ASSEMBLY: 700-2409-500. <br /> � <br /> OUTBOARD CRANE RAIL � � �� � -- -- 5'-11" �-� � � � � � � <br /> � � � � 9 -11 _ � SIM. � ���.,i'�� i %l� � �� 3'-5 1 2"` I � <br /> (BELOW TRUSSES C� GRID K) � � �, 4 3/4 \ f - <br /> L 'L- � 2 -7 1/2 g„ � <br /> I i i I / �` w,QX22 N ,_ „ , 2S112 S610 � � ,_ „ � �_ , „ ,o�-o� / N `� � � �0 N STR U CTI 0 �1 N OTES - <br /> 7 0 3/4 3 0 <br /> I/ I I I � 9 -3 , - - W 1�j INSTALL OPENING SUPPORT FRAMING. SEE S461. M <br /> � <br /> H �I � � �i 13�-2 1 j4" ; , „ ���--- 16'-1 1 f2" �g'_p'� H �Z � \ �` DUCT OPENING, SEE MECHANICAL SHEET 2M12. <br /> � r, � W10x22 � �0 -4 , �� � �� � <br /> I � CORE/SLEEVE , n - � 2p'-7 1/2" `- , „ � � � � _ - , <br /> � � 7 -8 3/4 °O � 17 -8 1/2 � z � <br /> I - W8x 10 W8x 10 B �- i� �,�i� ( o �n � <br /> � W8x10 _ (� `J 2S112 S617 '- �^� I � . <br /> � I � � -�1 WSx 10 " "' i' <br /> I '- � W�aX22 SEE DRAWING 2S110 FOR � � T <br /> I � FRAMING AND CONNECTION I �o <br /> W10x22 DEfAILS THIS AREA (OPP) � �w <br /> - - I - , - - - - - - - - - Z _ <br /> I I � - - <br /> ;r, ��., � �_� ' I � � 1 9 15 , � <br /> SEE GENERAL NOTES 8. TO 12. FO SIM. W10x22 OPP ii'�,� i !�O� � <br /> THESE BEAM CONNECTIONS 5 5 SIM 5 �` - - - A <br /> 25112 S617 o B � � 25112 S617 2S112 S617 � __ � _ _ � , <br /> , » 25112 5616 � ,- _ I � `'� � 1 <br /> FIELD LOCATE W8x10 S 4 CLEAR 3 w�OX22 � 3 QPP � ' -- �P� � o ''� r' 2S110 . <br /> FROM STEAM PIPES. 2S112 S617 � � '\ I 4 � `�'i � � <br /> � cO �o ��� � 2S112 S450 � � � <br /> � ���� �, � _ � , <br /> I � `� w,oX22 - - - - - " - - � � � � <br /> A , _ � �. 6 <br /> � „ ,, �S 12 S731 ��I\ � ! 2S112 2S113 � <br /> A <br /> G E�l ERA� �l OTES C0 NTI �1 U ED 9 ,�2 91�2 � ( � � _ <br /> , � M � <br /> 2S114 <br /> BEAM-TRUSS POST BEAM-BEAM BEAM-TRUSS POST BEAM-BEAM \ -- -- -- -- ( __ __ __ - � - - - P <br /> INV MATCHLINE - FOR CONTINUATION SEE 2S114 <br /> � 3 A �0 1 C MATCHLINE SHOWN - , <br /> 2S112 S614 S614 S618 2S112 S614 S614 S618 3 OFFSET SLIGHTLY TO <br /> MATCHLINE SHOWN SHOW MEMBERS <br /> 2S112 S617 OFFSET SLIGHTLY TO BELOW KE�' PLAN - BUILDING 45-003 <br /> 6� 2 B 11 � � SHOW MEMBERS scu�: NONE N ? <br /> 2S112 S614 S614 S618 2S112 S614 S614 S618 BELOW <br /> � 1 C �2 1 C N�P <br /> 8' 4' Q 4' 8' 1 6' <br /> 2S112 S614 S614 S618 2S112 S614 56,4 S�18 PARTIAL P �AN �I EW � <br /> 1 OPP C OPP 1 OPP � iNv SCALE: 1/8"= 1'-0" � SCALE: 1/8"= 1 '-0" - <br /> � 2S112 S614 IM S614 S618 �M 13 2S112 S614 S614 S618 � _ � <br /> DCN H5 11 .21 .2018 . . <br /> SEE STACKER CRANE POWER TRACK N 6 I M E E R S � <br /> � 1 SIM C SIM �4 DRAWINGS FOR LOCATI�N OF UTILITY ��o� 2nd pve.,Suite 400�Seattle,WA 98101 . <br /> PENETRATIONS. SEE DEfAIL 2 ON (S S U E F 0 R �4 N S T R U CT I 0 N Ph 206.623.0717�fax 2�6.624.3775 <br /> 2S112 S614 S614 S618 coftman.com " <br /> SHEET S454 FOR FRAMING QETAILS. LASTING �ae��a,���te,�n��� <br /> SYM REYISIQN BY APPROVED DATE SYM REVISION 8Y APPROVED DATE `1 S. 0 ACCEPTABILITY T. HUBBELL 01.31.06 SUBTITLE CURRENT REVISION SYMBOL DATE <br /> _ �'oF wAs�j� THIS DESIGN AND/OR CHECKED PARTiAL LOW ATTIC FRAMI NG PLAN 1786915 B 11 .2�.�8 <br /> REGORD DRAWING J#547160 CP&A 01.18.08 �'��' � SPECIFICATION IS APPROVED R. PHILLIPS 03.30.06 SHEET <br /> � <br /> A 45-003 MODIFICATIONS PROCESS AIR REVISIONS 1786915 CEI EO 06.26.18 �oE���� � APPROVED BY DEPT. DATE J. HUBBELL 03.30.06 T�� 45-OQ3 MODIFICATIONS � <br /> B 45-003 MODIFICATIONS HATCH DOOR RELOCATION 1786915 CEI EO 11.21.18 CHECKED 2 S � 1 2 <br /> � � W. CASPER 03.30.�6 gU I LDI NG 45 003 <br /> � 36 W APPROVED � JOB N0. COMP N0. <br /> � s RAL �����yti�� J. HUBBELL o3.3o.os 547160 . , <br /> Sj�NAL �� APPROVEO STRUCTURAL MASTER COL. 1 -9/G-M EVERETT, Wq °wc No. 45-003-2S112 <br />