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114,,� - --- - -- --
<br /> - „ � HSS 2 X 2 X 1/8 POST @
<br /> ��� �- 1 1/2"0 STD PIPE j 4'-0"O.C. MAX.
<br /> I �- 1 1/2" STD PIPE TOP � 1 1/2"STD PIPE TOP TOP RAIL �_ _ _ _ _ ' HSS 2 1/2X1 1/2X1/8 I
<br /> ' '� RAIL � RAIL ' � � j �
<br /> �
<br /> - 1 1/2" STD PIPE / 1 1/2"Q1 STD PIPE �
<br /> � HANDRAIL 1 1/2"QJ STD PIPE �,, 3 \�- L 1x1x1/8 HANDRAIL
<br /> HANDRAIL �
<br /> � Q �� ' I� A513 A507 � �
<br /> „ HSS2X2X1/8 w
<br /> '` ' 1 1/2" STD PIPE c� c� c�
<br /> �� TI �2114 HANDRAIL POST @ 6'-3" O.C. '-'-' w '-'-'�i
<br /> 3/4" BAR @ EACH �/� 1 1/2 STD PIPE / � i M�. �� 2114"
<br /> POST @ 4 0 O.C. � , �� � 3/4 f7J BAR @ -�
<br /> POST I ' i EACH POST
<br /> � _ � L 1 1/2 x 1 1/2 x 1!4 �
<br /> �� '
<br /> �� �� _
<br /> �� „ 3/4 f1J BAR @ � %-- 1 1/2 Q1 STD PIPE I �, � � � �
<br /> - _ / 1 I
<br /> _ � 1/2 BAR PICKE __ _ _ _ , I
<br /> TS 1/2 BAR PICKETS _ _ __ , ,
<br /> � � - - --
<br /> ' N _ ' _
<br /> � �� � � „ EACH POST r RAIL AT MID POINT
<br /> � @ 4 3/8 OC MAX � " @ 4 3/8 OC MAX � �, � PANELS, 1/2" NO. 18 `'' � `"' � `'' � `'' o
<br /> �
<br /> o � �. A� i' FLATTENED �
<br /> �4 % EXPANDED METAL
<br /> "' �/-- 1 1/2" STD PIPE M � � WALL PLATE 1 � � (FINAL 20 GA.) I �
<br /> POST 4'-0 O.C. 1 1/2 Q1 STD PIPE - , - TYP
<br /> @ �/-- A513 � A513 A507
<br /> � 1 1/2" STD PIPE 1 1/2" STD PIPE POST @ 4'-0"O.C. � - PROVIDE BLOCKING � � TYP � - TYP �i TYP
<br /> M� w AS REQUIRED L 1x1x1/8 �
<br /> /� BOTTOM RAIL BOTTOM RAIL o -� MTL -- MTL II
<br /> �r �, 4"x 1/4" STL PL - I PARTITION PER � HSS 2X2X1/8 � PLATE PLATE
<br /> �'/� TOE KICK. PAINT � WALL TYPE --- - / � ON BEAM ON BEAM
<br /> � _ �
<br /> N CV � �_
<br /> , ,� CONC SLAB ON
<br /> a � STAIR TREAD
<br /> , a � , � e
<br /> .� a , TREAD NOSE STAIR TREAD MTL DECK ,
<br /> -' . � J c J - I - _ -
<br /> � � a � ° ° ' - � � a ° - C10 '� ��" - %� , , 5 , � � , - _
<br /> STAIR TREAD � � � � � n � � ANCHOR
<br /> \
<br /> STEEL ANGLE TO _ _ A513 A507 _ EXPANSION STAIR �
<br /> NOSE TREAD NOSE � � _ STRINGER
<br /> @ _ BOLTS
<br /> STAIR STRINGER
<br /> CONCRETE SLAB � MATCH STAIR -
<br /> � ON METAL DECK STRINGER ` ` 0 6"x6"x1/4" PL W/4 EDGE I
<br /> STAIR STRINGER -' I THROUGH BOLTS EDGE BEAM BEAM SLEEVE. SOEET - �`' � - � STAIR TREAD
<br /> � - NOSE
<br /> STEEL EDGE BEA . ' � I � STRUCT. @
<br /> SEE STRUCT. 6 ) - STAIR STRINGER CONC SLAB ON �
<br /> - CONC SLAB
<br /> �� MTL DECK - � - - EDGE ON GRADE
<br /> BEAM
<br /> STAIR GUARDRAIL WITH HANDRAIL STAIR GUARDRAIL AT LANDING
<br /> G UARD RAI L W/ WALL HAN D RAI L SURFACE MOUNT ON SLAB ON METAL DECK METAL PLATE ON STEEL BEAM REMOVEABLE RAIL. SLAB ON GRADE STAIR GUARDRAIL WITH HANDRAIL
<br /> SLAB ON METAL DECK METAL PLATE ON STEEL BEAM
<br /> GUARDRAIL WITH PICKETS — TYPE R1 R1 � HANDRAIL — TYPE R2 R2 SECTI�N — TYPE R3 R3 �
<br /> . ��_ �_ .� . „_ ._ „ . .,_ , �, WIRE MESH GUARDRAIL — TYPE R4 4
<br /> SCALE. 1 1 0 A513 SCALE. 1 1 0 SCALE. 1 - 1 -0 R
<br /> A523 A513 A513 A513
<br /> I SCALE: 1"= 1'-0" A513 A513
<br /> i
<br /> �� 2'-9" �� I
<br /> � ��_��� - -- - - - - -
<br /> R3 - HSS21/2X11/2X
<br /> I
<br /> 6 1/8 RECTANGULAR
<br /> 1 1/2"QJ STD PIPE A513 A513 TUBE HANDRAIL.S
<br /> 1 1/2"fd STD PIPE � � �
<br /> SEE STRUCTURAL GUARD RAIL � ('� WALL MOUNTED
<br /> STEEL TUBE POST I \ 5�_p��np HANDRAIL L 1 X 1 X 1/8 CONT.
<br /> AND RAILS f BRB, REFERENCE � I
<br /> STRUCTURAL � 1 1/2"f7� STD PIPE i � HSS 2 X 2 X 1/8 STRUCT.
<br /> 1/2 #16 \\ POST ��� � � TUBE @ 6'-3" O.C. MAX. � �
<br /> FLATTENED ��_� A � , 11" 1° ��,
<br /> EXPANDED METAL R4 '
<br /> �L 5,.�„�,p ��L � � A. � I L 1 1/2 X 1 1/2 X 1/4 i"�
<br /> A513 A513 �� � CONT. RAILS
<br /> .
<br /> � �� �
<br /> ��� �� �
<br /> 1 1/2"QJ STD PIPE � � I �,;, M � - PANELS, 1/2" NO. 18 � �
<br /> GUARD RAIL
<br /> I I ,
<br /> ` FLATTENED EXPANDED o -
<br /> 1 1/2"0 STD PIPE � � `�. � METAL (FINAL 20 GA.) - vl ° a '
<br /> � POST � � � M .�� �- � � � �� I ��� Q�'� I
<br /> � � w L 1 X 1 X 1/8 CONT. '� i w,
<br /> \ I � c! ��
<br /> I � � �
<br /> _J � �
<br /> � I I i � � - METAL PLATE OVER 3" ' ' `
<br /> - � I a 6 D E C K-S E E S T R U C T. � ,
<br /> � , I
<br /> " � � ��" -� -- - EL. VARIES � � �
<br /> °o � A513 - - - �
<br /> � � �
<br /> CO N �_ \
<br /> I I � L ' ��
<br /> 4" DEEP CORE I
<br /> II I
<br /> /� I
<br /> i DRILL u u � - STEEL BEAM - �
<br /> � � � _ SEE STRUCT. , - CONCRETE FILLED
<br /> � 4"x 1/4" STL PL � \�
<br /> / METAL PAN
<br /> �� ,_, TOE KICK. PAINT � � �'
<br /> 2,_�, STEEL CHANNEL STRINGER
<br /> 3" DEEP CORE % NOTE: PROVIDE RAILING WHERE BRACE NOTE: RAILINGS SHALL BE ALUMINUM AT EXTERIOR LOCATIONS � � L � � _ __ __ 2'-7" ___ �
<br /> 4'-0"OC DRILL IS LESS THAN 80" IN HEIGHT, �
<br /> � REFERENCE ANSI 117.1 WALL HAN D RAI L — TYP I CAL CATWALK
<br /> RAILING — TYPE R4 7 RAILIN� — TYPE R9 9 RAILING — TYPE R6 R6 � TYPE R3 � SECTION 2 STAIR TREAD 3
<br /> SCALE: 3/4"= 1'-0" A513 SCALE: 3/4"= 1'-0" A513 SCALE: 3/4 - 1 -0
<br /> �� _ � " A513 � SCALE: 3/4"= 1'-0" A513 A513 SCALE: 1"= 1'-0" I SCALE: 1 1/2"= 1'-0"
<br /> CWA10-10 A513 A513
<br /> REMOVABLE SECTION
<br /> 1'-0" 4'-0" 4'-0" 1'-0"
<br /> �
<br /> 1-1/2" DIAALUM RAILS
<br /> 11" �'' �� �
<br /> 11„ ��, j �
<br /> / I
<br /> ---- 1 1/2" DIA ALUM POST _ - 1-1/2" DIA ALUM
<br /> I � °° � AND RAILS. � / " POST @ 4'-0"OC
<br /> o � � � MAX
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<br /> � �
<br /> � . �' ��`�� � — HANDRAIL I I �
<br /> � � C�osE� R�SERs , ' ROOF LEVEL � � -
<br /> , , � wA�� , � ROOF LEVEL �
<br /> , ` '�� ,' �- WALL BRACKET ��
<br /> � SURFACE � @ 5-0 OC MAX 210 - 11 i 210' - 11��
<br /> �
<br /> ,
<br /> � STEEL PLATE STAIRS '� / _ ROOF ELEVATOR
<br /> � �� OPEN BAR GRATE � � ��,
<br /> � TREAD r— —� — — — — — — -- — — _ Ro210' - 4'.
<br /> � ��'� STEEL CHANNEL STRINGER � �,� / � -I � STEEL PIPE SLEEVE 21 O� - O��
<br /> FLUSH WITH FLOOR
<br /> `— STEEL CHANNEL STRINGER � WELDED TO BEAM
<br />� / = � - --- ----- ---
<br /> � N RAILING — TYPE R8 8
<br /> ;�� ,
<br /> SCALE: 3/4"= 1'-0" A63 A513 ,�,:;�; ,
<br /> I '�� - - -.--_-- I
<br /> j �.i` � � �_ , _- _ - __ _ 0 1' 2' 3' 4'
<br /> 0 P E N BA R G RAT E � pE'fE'2 J LP.GC�MARSIt�O
<br /> I www.brph.com Copyright�2017 SCALE: 3/4"= 1'-0"
<br /> , STEEL STAIR TREAD 4 ! STAIR TREAD 5 � RETURN TO WALL 6 Architects, Engineers, co�st���to�s -_=_- _ �1�����
<br /> , -
<br /> SCALE: 1 1/2"= 1'-0" A479 A513 SCALE: 1 1/2"= 1'-0" "- '- "
<br /> A479 A513 SCALE: 3 - 1 0 19020 33�d Ave W Su�te 53o S����e�"��� �` �� � 0 1' 2' 3'
<br /> A513 A513 �ynrnti000.wasni�yywn,sBo35 qrchiteaure No.6os23ss,z
<br /> 42��'`� E�g:neenngNo.3137 I SCALE: 1"= 1'-0"
<br /> DRAWN DATE SUBTITLE ICURRENT REVISION SYMBOL DATE a
<br /> j SYM REVISION BY APPROVED DATE � SYM REVISION BY APPROVED DATE / ap W A sy�� ACCEPTABILITY �L OHIOSII7 �
<br />' � DETAILS vv�5as3�7 6 08/08/17
<br /> 0 ISSUE FOR CONSTRUCTION JXM GRK 10/09114 5 REVISION-RELEASE 69(IFC-SITE IV1� CA,! KML 06113117 � P :�� �T '` THIS DESIGN ANDIOR CHECKED �
<br /> 5 `, 2 SPECIFICATIONISAPPROVED GRK 08108/17 IsHEEr �
<br /> 1 REVISION-RELEASE 2 LAL GRK 12/05l14 6 REVISION-RELEASE 72 PHASE II-PHP CAJ PJL � 08I08117 � a�PHARCHirEcrs ENGINEER TiT�E - - --- r
<br /> ! ( > � BOE��� ENGwEERswC. APPROVED BY DEPT. DATE GRK 08/08/17 BOEING 777X CWC BUILDING I c
<br /> FQ A513 �
<br /> 2 REVISION-RELEASE 35 � KEB GRK 01/26/16 n,os,3� / — iCHECKED � �
<br /> � 3 � REVISION-RELEASE 44(CRANE BARN IFC) RVK GRK 06IO2/16 ��'�� � , �' o� APPROVED ; B U I LD I N G 40�aJ V - ' a
<br /> �oB No. connP No. 40-58-A513 a
<br /> ` �'� �� P'��� I
<br /> cqrf oF quSH��\v' APPROVED DwG NO. J
<br /> I 4 REVISION-RELEASE 47 CXJ GRK 07112/16 ARCHITECTURAL MASTER EVERETT, WA 40-58-A513
<br />
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