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1I "
<br /> ��1 " 1 1/2"�STD PIPE
<br /> � � 1 1!2"ST� PlPE TQP � 1 1!2" STD PIPE TOP � TOp��� -
<br /> _ RAIL RAIL ` HSS 2 1/2X1 1/2X1i8 �
<br /> -� ' � 1 1/2"Q)STD PIPE � I
<br /> , � 1 1/2"STD PIPE
<br /> HANDRAIL 1 9/2"�STD PlPE
<br /> HANDRAlL � � L 1x1x'll8 HANDRAIL �
<br /> � = Q
<br /> �
<br /> ' �I �` --�,� � r2114" — 1 1/2" STD RIPE �A513 A507 HSS 2 X 2 X 118 POST @ a �w � �
<br /> �� „ — 1 1/2"STD PIPE " c� � HANDRAfL "' 6'-3" O.C_ MAX. u' �/ .
<br /> � 3/4 BAR @ E/aCH �� POST�4'-0"{�.C_ "' / 3/4"Q1 BAF�@ —'+ 1i "
<br /> POST � _
<br /> EAGH POST
<br /> - �— 1/2"BAR PICKETS � 1/2" BAR PICKETS 3/4"fr3 BAR @ �/ 1 1/2"0 STD PIPE �I � L 1 1/2 x 1 1/2 x 1/4 � �
<br /> �I 4 318"OC MAX "' 4 3/8"OC MAX �+CH PC7ST RAIL AT IVIID POINT "' �.;, ' �,; �,;
<br /> �,,,� @ �,;� @ M -��� PANELS, 1/2" NO. 18 m
<br /> FLATTENED EXPANDED �
<br /> � 4 METAL FINAL 20 GA.
<br /> "' 1 1/2"STD PIP'E � WALL PLATE � t � �,,,' I `— TYP
<br /> �''/— POST @ 4`-0'O.C. � 1 1/2"0 STD PIPE � A513 A513 A507 � L 1x1x1/8
<br /> � 1 1/2" STD PIPE 1 1/2"STD PIPE ��T @ 4'-0' O.C. � ��— PROVIDE 8L[�CKING � / � �'P
<br /> � BOTTOM RAIL �BOTTOM RAIL =o A5 REQUIRED �/
<br /> , � '—.— i � HSS 2X2X1/8
<br /> _ I _ WALLITY�PER f� , .
<br /> �— � � � CONC SLAB ON y - , j Ii
<br /> � . , �. < G , TREAD NOSE e f— STAIR TREAD � STAIR TREAD I MTL DECK ,. ° a' .a d ' ° n ° �
<br /> / aa�
<br /> �/ , ° " ° a; ° ', a n �-- C10 ' �" ' � Q_ + 6' ' !�� -- STAIR I'I
<br /> j STAIR TREAD STRINGER
<br /> i @ NOSE �D � STEEL ANGLE TQ TREAD NOSE / __ A513 A507 a � ea ' pda ." @ NOSE
<br /> �t1ATCH STAIR STAIR STRINGER
<br /> CONCRETE SLAB - a - � : °
<br /> �.'� ON METAL DECK � STRINGER $ e � EDGE BEAM � � <
<br /> ' STAIR STRINGER —'
<br /> �-- STEEL EDGE BEAM. a' CONC SLAB ON
<br /> SEE STRUCT_ STAIR STRiNGER GRADE
<br /> I STAIR GUARDRAIL WITH HAf�DRAiL STAIR GUARDRAiL AT LANQING
<br /> GUARDRAI L V1/f WALL NAN DRA�L SLAB ON ME7AL QECK SLAB ON GRADE STAIR GUARDRAIL WITH HANDRAIL
<br /> GUARDRAIL UVITH PI�KETS - TYPE R1 R� HANGRAIL - TYPE R2 � SECTION - TYPE R3 R�
<br /> SCALE: 1" = 1'-0" A513 SCALE: 1"= 1'-0" A513 SCRLE: 1"'= 1'-0" A513 A513 W14�E M ES H G UARDRAI L - TYPE R4 R�
<br /> SCALE: 1"= 1"-0" A513 A513
<br /> 2'-9��
<br /> 1 9/2"Q1 STD PiPE � O /— HSS 2 1/2 X 1 1/2 X
<br /> / 1/8 RECTANGULAR
<br /> � O� GUARD RAIL R3 TUBE HAN�RAILS ��
<br /> 1 1/2"!2�STD PIPE A513 A513
<br /> 1 1/2"� STD PIPE WALL MOUNTED �— L 1 X 1 X 1/8 CONT.
<br /> �d�T �'-{�'^�yp HANDRAIL I I I
<br /> �\, � HSS 2 X 2 X 1l8 STRUCT. I I `
<br /> �'4 I
<br /> � I � —r � TUBE @ 6"-3"O.C. MAX. /�'
<br /> � I / I I 11" 1" ����I
<br /> � , � �
<br /> A513�A513 ' \ I i � I L 1 1J2 X 1 1!2 X 1/4 I /
<br /> I _ / CONT. RAILS I I �
<br /> 11"
<br /> ,-_ � I I
<br /> � ---- T -- o
<br /> I I I � M I �� FLATTENEDr XPANDED I I
<br /> SEE STRUCTURAL �\ ' i � METAL (FINAL 20 GA.) , I I �'
<br /> STEEL TUBE POST ` o ,
<br /> � AND RAILS ' � `�'
<br /> � r' cn
<br /> � i � � I II �
<br /> � � �w � L 1 X 1 X 1/8 CONT. I I " .
<br /> � � � �
<br /> 1/2"#16 = � -� I , a . < � „ \I � `n , , .
<br /> FLATTENED � a � METAL PLATE OVER 3
<br /> EXPANDED METAL — - = �
<br /> DECK-SEE STRUCT_ � � �
<br /> 0
<br /> �
<br /> I . � � � � � '
<br /> EL.VARIES �'��
<br /> I I A513 � `
<br /> �,� ; _-
<br /> I I I I I I a� . . �
<br /> �II II i
<br /> - � • a , a� . � '� u - STEEL BEAM- ��
<br /> , 4'° QEEP CORE I I CONCRETE FILLED
<br /> �' °` g -aa` < . SEE STRUCT. �
<br /> . QRILL METAL PAN
<br /> .. ,, • , ,, a • ,-,�� . 2,_�,�
<br /> I I " STEEL CHANNEL STRINGER
<br /> . d d
<br /> . I
<br /> NOTE. RAILINGS SHALL BE ALUMINUM AT EXTEFttOR LQCATIONS 2�_7� I I
<br /> 4'-0"OC
<br /> WALL HAN DRA1 L - TYPI CAL CATWALK
<br /> �, RAILING - TYPE R4 7 RAILING - TYPE R5 R5 RAILING - TYPE R� R6 TYPE R3 � SECTION � STAIR TREAD 3
<br /> SCALE: 3/4"= 1'-0" A593 SCALE: 1"= 1'-0" 3Ai0-32 A5i3 SCALE= 3/4"= 1'-0" A513 SCALE: 3/4"= 1'-0" A513 A513 SCALE: 1"= 1'-0" GWA10-10 R513 SCALE: 1 1/2"= 1'-0" A513
<br /> I
<br /> REMOVABLE SECTION
<br /> I 1'-0" 4'-0" 4'-0" 1'-0"
<br /> � 1-1i2" DIA ALUM RAILS
<br /> 11"' �' �
<br /> 11,. ��, I I �
<br /> r ` I � I 1��1D"�DIAS LUM POST � -- 1-1/2" DIA ALUM
<br /> � Pt�ST @ 4'-€3"�C
<br /> o %' � � MAX
<br /> , ►= a ,� �
<br /> M � �
<br /> N� ' � � � I
<br /> � i -' / � � /` I I -
<br /> � � '� .
<br /> W �,, � �
<br /> � , � I � I �
<br /> ii - �t - � � _
<br /> �
<br /> � � '' �- � � HAN�RAIL � I I
<br /> ,- � CLOSED RISERS
<br /> , WALL � WALL BRACKET ROOF LEVEL N � �
<br /> , � � SURFACE � @ b'-0" OC MAX 21 O� - 11° � I I I
<br /> :
<br /> , �'— STEEL PLATE STAIRS '
<br /> I �
<br /> � OPEN BAR GRATE � I
<br /> - TREAD � �
<br /> �— STEEL CHANNEL STRiI�GER L- —� � STEEL PIPE SLEEVE
<br /> STEEL CHANNEL STRINGER I �
<br /> FLUSH WITH FI.00?R
<br /> � �I WELDED TO SEAM
<br /> � ��
<br /> �,:�;N.�.
<br /> 1 - i
<br /> gy srkerr ,- - f 0 1' 2' 3' 4'
<br /> �P E N �AR G RATE ������M, _�$ ,�t_��oQ���,�} ; —�
<br /> �AILING - TYPE R8 s . ; �� , � �LE 3/4�= ,�-0��
<br /> STE EL �TAI F� TREAD � STAI R TREAD 5 RETU F�N TO VUALL s SCALE: 3i4��_ ,�-o�� �s� A513 . � � � ��,�.( �� . ,�� � '� Q ,� 2� 3�
<br /> , „_ , „ 9+D a S W 1 6 t h S t r e e t S u�t e 3 C 1 7 � I
<br /> SCALE: 1 1/2" = 1'-0" A513 SCALE: 1 1/2"= 1 -Q" A513 SCALE: 3 - 1 -0 A513 A513 . I
<br /> ��'�1�QI�� �t"�S�'1'11"���OM �+��J7 SCALE= T'= 1'-0"
<br /> �
<br /> �
<br /> SYM I REVIS�ON BY APPROVED DATE SYM R�VISION BY Af'PROVED DATE DRAWN dATE SUBT(TlE CURRENT RfVlSi4N SYMBOL DATE �
<br /> p,/Fl�wa y\ ACCEPTABILiTY �qL 10l09f14 �
<br /> �� `y DETAI LS W2548317 O 10109i14 0
<br /> 0 I ISSUE FOR CONSTRUCTION JXM GRK 1Ql09114 �P�� �o TH#S DEStGN ANDrOR GRKcKEt� 10109114 sHE�� � - �
<br /> 5 y SPECIRGATION IS APPROVED
<br /> p � �,+�H����S ENGINEER TITLE BOEING 771X CWC BUILDfNG o
<br /> ����� E������� APPfZdVED BY DEPT. ' DATE GRK 1�109114 c�v
<br /> No3tsT CNECKED A513 0
<br /> I \�iF :� ;/�o APPROVED BU I LD I f�� 40��V JOB NO. COMP NQ. I �
<br /> '�,�r �,�,p 40-58-A513 g
<br /> I E oF Au3N° APPROVED ARCHITECTURAL MASTER EVERETT,4NA °WG"0 40-58-A513
<br />
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