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� �: _ __ _ __
<br /> II .
<br /> � GUARDRAIL BEYONQ » G EI V ERAL N IJTI��
<br /> � 1 1/2 � GUARDRAIL C12 STAIR STRINGER
<br /> 1/4" KlCK PLATE �E� ` ' 1. SEE SHEET 40-023-S2 FQR GENERAL NOTES
<br /> I � E `
<br /> ! I
<br /> 1/2"� x 4" NELSON WELD �� FINISHED CONC TO MATCH ; � ; 2. SEE SHEET 40--023-S623 FOR CMU NOTES & Bi.��CK WAL.L
<br /> STUD C� 1 -4 OC TYP BENT KICK PL 1 4"x6"x11 1 2" CaNT BOTT�M TREAD � ; � �/ EXISTING STAiRWAY UP �ETA�LS' �
<br /> �.�
<br /> � KICK PLATE :� ,
<br /> ; ; r TO SECOND F�.00R .
<br /> WWF 6x6-W5.5xW5.5 GUARDRAIL SOCKET WELDMENT . WWF 6x6--W5.5xW5.5 ` '
<br /> ; ; � WWF 6x6-W5.5xW5.5
<br /> KP TO W5 - KP TO W5 - -- �.
<br /> NS, FS 3 16 2-12 r NS, FS 3 16 2-12 CANAM 1.5"x20 GA LOK-FLO�R :
<br /> ��— �
<br /> �
<br /> � � � U GA V. STL. DECKING
<br /> (OR £Q AL) L
<br /> � � x COPE W5 _�- . --------�-_-�=� - -
<br /> Q =
<br /> � . _.._____ � " " .. -__�y �--_----- ---�j'" . . " - "—�--" W5 BEYOND �
<br /> � . � � � � a�� � 1/�»� BOLT, �� ����.�,. a.._..�.:.� ` W5 BEYOND ��2»� BOLT, -- ---- �--
<br /> � �'
<br /> � WASHER & NUT, TYP -� - SH�AR TAB PL 3/8" WASHER & NUT, T`(P �
<br /> I ,
<br /> CANAM 1.5"x20 GA LOK-FLOOR � � � �^� � � CANAM 1.5"x2Q GA E.01�-FLOOR I N ` ' _;�
<br /> , (OR EQUAL) GALV. STL. DECKiNG � � � � � � � (OR EQUAL} GALV. STL. DECKING � _ __ __�_ �� SHEAR TAB PL 1/2" '
<br /> �I W� i I , I 1 n SHEAR TAB PL 3/8" W5 � � I 3u TAB TO C�2 W� � � ' � �n .�
<br /> ! ��I� TAB TO W5 � + � ��4 3 PLCS I -'i�-�i — TAB TO W5
<br /> W5 TO HSS � , � 3 PLCS W5 TO HSS � � � � i � � 4 �3 PLCS
<br /> W5 TO HSS
<br /> CAP PL NS, �S 1/4 ! I ��4 NS, FS CAP PL N S, F S ��q- I ' I TAB TO W5 N S, �5 1/4 � i � � N S, F S
<br /> I I I � I � 3 PLCS � 1 �
<br /> �f 4 HSS 5x5 ��q. NSS 5x5 ��4 NS, FS ��4 HSS 5x5
<br /> D ETA I L � D ETA I I__. 2 D ETA I L 3 �-
<br /> SCALE: 1 1 2" = 1'-0" SCALE: 1 1 2" = 1'-�" SCALE: 1 1 2° = 1'-0"
<br /> � S623a S400a � S623a S400a � S623a S400a
<br /> 1 1/2"� GUARDRAIL 1 1/2"� HANQRAfI� 1 �/2"� HANDRAIL
<br /> BENT KICK PL 1/4"x6"x 11 1/2" CONT WELDMENT WELDMENT
<br /> GUARDRAIL SC?CKET WELDMENT HANDRAIL WELDMENT
<br /> � �
<br /> �
<br /> �
<br /> 1/4" KICK PLATE ; SOCKEf WELDMT ,
<br /> HANDRAIL WELDMENT �/�� ` � TO SUPPORT PL HANDRAIL WELDMENT
<br /> SHEAR TAB � 3/16 2-4
<br /> PL 3/8" ___ , NS, FS �1
<br /> � q
<br /> 2"� HANDRAIL ', CONCRETE �` �_____._ �...
<br /> �
<br /> �'-5 �1�16„ C12 STRINGER ______ SOCKET ' TOPPING �
<br /> � I \
<br /> � •:. _. .:•:� —�
<br /> W5 _-�----_�_ --- ` 2"� HANDRAIL � ��. , �,
<br /> � � HANDRAIL SOCKET WELDMENT S4CKET ' - --��---?-- ' ��. � w
<br /> � ,
<br /> 1/2"� BOLT, ' r1' SEE � SIM � SOCKET TO �` ` `� ,�� C12 STRINGER
<br /> WASHER & NUT, TYP � , ` _ S��°4 ��4 2-4 BENT pL ' STAIR TREAD, lYP •, � . . `�� �:
<br /> ---�{ - � ,'�_ , __ NS, FS ` STEEL STAIR `�.. ` `,
<br /> _ _ .._ ,
<br /> N�_
<br /> ` -- - � CJP =------ TR�AD PAN \ ti � 1� ��\�
<br /> II __. _ ,
<br /> � ' � 2„ , FLANGE 1/4" BENT PL � .� . . . . � .. .'�:` .
<br /> W5 TO HSS � -� �.__ & WEB L 1 1/2"x � �
<br /> CAP PL NS, FS ��4 I I f HANDRAIL SUPPORT PL 1/4" -3- 1 1/2"x1/8" STEEL ��.� \
<br /> I I � C12 STRINGER I SUPPORT, lYP
<br /> I ' ( T'(P � � `'..
<br /> ��4 HSS 3/16 T & g
<br /> �x5 T&B L SUPPORT
<br /> TAB TO W5 1/4 3 3/$" � TO TREAD PAN 1/8 �.�
<br /> 3 PLCS � ,
<br /> ��4 NS, FS C12 STRINGER
<br /> DETAI � 4 DETAI � @ HANDRAl � S�� KET 5 DETAIL 6 ��
<br /> SCALE: 1 1 2" = 1'-0" SCALE: 3" = 1'-0° SCALE: 1 1 2" � 1 '-0"
<br /> / S623b S400a S623b S400a � S623b S4a0a
<br /> !at.
<br /> HANDRAIL WELdMENT
<br /> CONCRETE FIN FLR = 10a,_0»
<br /> TOPPING �1' HSS 8xf 8" CMU WALL HSS 8x6 6" CMU WALL
<br /> .
<br /> STEEL STAIR � I __ DOOR FRAME D�OR �RAME
<br /> � �� PREFABRICATED
<br /> TREAD PAN ~ `
<br /> . C12 STRINGER 4" �-� STAIRWAY
<br /> ,.�� �l --�-� - --- - 3/4"� HiLTI HIT ANCHOR �� � � � , ;
<br /> L 1 1/2"x � 4 - � �4� i�� �.�
<br /> .� oo ' �I �. I \__�- � � I � r--, � `:.
<br /> i 1/2"x 1/8" STEEL �I�,. �� � .�� 3/16 , �-,-� -
<br /> �, ( � �-; I, �
<br /> SUPPORT, TYP '� � x -- ----�---- —. —�- <, �� ;t - --- ---�- �� I ,� � -
<br /> � �� . . --{------__ � �
<br /> ' f �� � � I� d
<br /> N .T w •` A ''---- - ------- `J'_(_ 1 I � . I I ,.
<br /> �~` � . . _ �. . ____�___._.._._______ �- I V; ( � _ ( ' '
<br /> N `. � FiRST FLOOR SLAB �. �� , � _ ! i� ; � �' � �, , �� � .
<br /> .__.� . , �
<br /> � �r, -------- �l--.�� I i E � , _
<br /> __ __ � _ -
<br /> ._-�------- ---- - ----- �
<br /> � I �\ � —�� �i e �
<br /> i __. - `�` �S � ��. O � f' S1 S SHIM AS REQ D
<br /> �2� ��2„� BOLT, � - � � � �. 1 , v ._ . �- L 4"x4"x3/8Hx0,��„ � �`�,\� 3 DE 3��6 � �i2" jL BLOCK CEL
<br /> WASHER & NUT � .�
<br /> . .a ' . a - _� STEEL ANGLE �
<br /> � � �-- ~-- 1/4" x 4" l. STEEt.. P�.ATE
<br /> L 4"x4"x3/8"x0'--7" . � � � � � a . - � � �/2° �/�. s�.oc� c� 8 ��4 ;=�:.
<br /> STEEL ANGLE „ `�' ' VERIFY IN FiELD ' 1/4" x 4" L STEEL ..-- ______-�---_____�__...i �-,
<br /> ' � '�4n ' E N D P L 1/4" (2) 1 f 2 � B O L T, B E N T P L A T E VERlFY IN �IELD 3/�"� H I L T I H I T A N C N O R
<br /> ---I „ WASHER & NUT _ � 3/4'�. __
<br /> 3/4`� H I�T I H I T A N C H O R u BOT PL 1 f4 �� �
<br /> � �/2 3/4 � HIL,TI HIT ANCHOR •
<br /> �
<br /> Q
<br /> D ETAI L 7 D ETAI L. g S ECT� 0 f� �, S ECTI 0 �l B �
<br /> �:
<br /> SCALE; 1 1 2" = 1'--0" SCALE: 1 1 2" = 1'-0" SCA�.E: 3" = 1'-0" SCALE: 3" = 1'-0" �
<br /> / SS23b S400a � S623b 5400a S227 S400a 5227 S4QOa �
<br /> �
<br /> ,PING ACC£PTABILITY JR PEAKSON DATE SUBTITLE �TRUCTURAL STEEL DETAILS ���R�NT R��S'°N S�,Bo� DATE o �,,
<br /> SYM REYISION 8Y APPROVED DATE SYM REVfSION BY APPROVED DATE �
<br /> ���aF�r,���, THI5 DESIGN AP1D/OR �H€��E� COMPRESS�R-DRIER PROJECT N £ �
<br /> g � ''o,y SPECIFIGATION IS APPROVED N � TITLE — sHEEf �
<br /> �OE���� ` � � APPROYED BY DEPT. DATE CH CKEQ S " '��� � ''
<br /> �o +�zss z
<br /> � �Is'C����� AAPRflVED B U I L D I N� 40���� JOB NO. COMP N0. �
<br /> stoxAL � 22334128 �
<br /> � ���. B Pa�CONNOR Ofi 27/18 STRUCTURAL MASTER EVERETT, WA owc No. q.�_p�3-S40Qa
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