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K T.O.S. 120'-1/2"
<br /> ! 2S511 6-1 " DIA. A325-X BOLTS (T 8c B)
<br /> T.O.S. 12Q'-1/2"
<br /> 4-3/4" DIA. A325-X BOLTS, SEE S551 4-3/4" DIA. A325-X BOLTS, SEE S551 1 1/2" DIA. STD.
<br /> FOR SINGLE PLATE CONNECTION PIPE HANDRAIL, TYP
<br /> � FOR SINGLE PLATE CONNECTION � ��
<br /> 2S511 2S507 SIM �
<br /> PL. 3/8" I I PL. 3/8" � � � � � I ,�
<br /> � I I � + f � � A I �
<br /> + I � � 4 -i- + � � � 2 S 5 0 7 I I I I
<br /> � � ' FQR HANDRAIL & TOE f�
<br /> + � I I f + + � I I � 5/1 6 I � I ''
<br /> r 1/4 � � I + 4-1 " DIA. A325-X BOLTS 1�4 � � 4-3 4"� A325-X BOLTS, j ; -�-Yp � I S E E D E T A I L B
<br /> � � T & B TYP I f EACH FLANGE � I � 3/1 6 � j 25505 2S508
<br /> I I � ), i i I �
<br /> � � ;�, I I 1/4 X 6" CONT. � ''
<br /> I ! I ;
<br /> � � � � � � � o + � II� � II � 1 KICK PLATE, TYP I '
<br /> 5/16 � � r- � � „ _ -a � ' NOTCH OVER L6X6 TO FLOOR ' 3/16 1 -5 �P .
<br /> 5/16 � i I � I L8X6X1/2, 9 LONG + +J I�� II j �� � I 3/16 1 -5
<br /> I �—f L8X6X 1/2, 9" LONG � � �--r-� " I I 2) 1/2" DIA X 4 1/4" EMB I !
<br /> � � I I r ►�I� � � EPDXY ANCHOR BOLT, TYP �
<br /> 5/16 6 I I � I � � I +y� + I „ � � EXIST. CONC. VAN DECK
<br /> 5/16 6 I I „ � I I I i + �i + i B SIM � f �
<br /> ! � � STIFF. PL. 1/2 !, I 5�� 6 i I � � + �I + � 2�S�5��
<br /> � i � � � � �� MN 1 '-2" L6X6X1/2
<br /> � I I TYP ��� 6 C� HANDRAIL POSTS, TYP
<br /> 5/16 �P � i _--NSS10 5/16 6-3/4"� A325-X BOLTS, COL. CAP PL. 1/2" � -2 GRINQ CONCRETE CORNER
<br /> 5/16 I � EACH FLNG Q ANGLE FOR FITUP, TYP
<br /> � � �
<br /> L
<br /> ���T��� � 2S511
<br /> SCALE: � ��—� �—o�� S ECTI 0 N � � S ECTI 0 N K C 0 N N. N S ECTI 0 N A
<br /> r 2S513�2S511 SCALE: 1 =1 -0 2S511 SCALE: 1 "=1 '-0" " ' " " ' "
<br /> EXIST. W25X55, TYP
<br /> 2S511 SCALE: 1 =1 -0 2S513 25511 SCALE: 1 =1 -0 2S511
<br /> ,
<br /> CONC. DECK, SEE DWG. 2S508
<br /> . ��° . � �� . � � . . , �
<br /> T.O.S. 120'-0 1/2" � � a 4 . .. Q . � . . a . � �.. . . � .� .
<br /> I I I I \
<br /> � W18 W24 @ SIM � I I
<br /> GRIND AS � ,_��,� W24 I I � � I I
<br /> EXISTING REQUIRED, TYP I I I I �
<br /> STIFF. PL. 3/8"
<br /> ! CUT LINE NP I
<br /> EXISTING � � * ��2 \ �
<br /> W24X W24X I I H
<br /> I I
<br /> 5 16 1 � � S51 o HSS10X10X1/2 j j I I
<br /> . / nP i i i � i K T i � i
<br /> 5/16 � � I I 2�1 I I �
<br /> ,>
<br /> I I HSS10 „ ,_ „ O 1 PL I i i I �
<br /> I I BASE PL. 1 X 1 4 1/4 SQ. j j I I
<br /> I � � 5/16 p ,- � � � ASTM A36 (Fy = 36 KSI) (4) HOLES FOR J
<br /> � �� I I I ** ANCHORS, TYP f � � 2S511 I � I
<br /> I I 5�16 I I I I
<br /> r � � „ � + FIN. FL EL. 100'-0" � � � I I
<br /> � � PL. 3/4 X10X10 a. • , • . v , I I I I
<br /> I I �
<br /> 5/16 � � - , • ' 4•.' ' ; � ° •� ° : d�'a .' , a , ,a• * 1$" AT POSITIONS 1 , 2, & 3 � � I I
<br /> � p . • . . � : . ,� • . . d' �" AT POSITION 4 � I i I
<br /> I � • • • . • . ,, • � i � � � �
<br /> �
<br /> NEW TS 8XSX 1/2 --�-- ! I �°�� ' �d . ° .' s '. �4,, , . ' • � • ** » � I I I '.
<br /> � � — 1�� EPDXY CONC ANCHORS W/ 12 EMB DEPTH AT i � I I �
<br /> i � O POSITIONS 1, 2, 8c 3 �, I I
<br /> 1Y" HAS (B7) ANCHOR ROD W/ 8" EMBED DEPTH X f I j I
<br /> & HI�TY-HY 20Q EPDXY AT POSITION 4 o I I I j I j
<br /> � I I I I
<br /> �
<br /> � S ECTI 0 N c S E�Ti 0 N � S ECT!0 N H = � � � �
<br /> ,a � „ �, , ,� �, , �,
<br /> � SCALE: 1 =1 -0 2S511 SCALE: 1 =1 -0 2S511 SCALE: 1 =1 -0 2S511 � � f I
<br /> �
<br /> f I I I
<br /> � � Ii � Ii ,
<br /> �
<br /> N I I i i i i .
<br /> o I i � �
<br /> I I I I
<br /> N , „ I � j I � - EXIST. TS1QX10 I � I I
<br /> 3 �� NEW TS 8X8 I � I I TO BE REMOVED � � �
<br /> o � � I I � � � � �
<br /> ! Q I I � � j j � I I I j
<br /> o I I B 1 '-21" EXIST. TS 1 Q COL. AND CfRCULAR � � � � S51 I I f I
<br /> � I I S�� FOUNDATION, 3 PLACES � � I I I I
<br /> . o I I I TS 8 1/2 �P I � � � FIN. FL. EL. 100,_0„ � I � G � � � .
<br /> � • 2S511 I I
<br /> � I I �5» .
<br /> � I I BASE PL 1 1/2x1 '-2 1 4" SQ. o TS 8X8X1 2 ' • . • ' I
<br /> � � j' � i � : � i i i i
<br /> a � � � EXIST. 1 1/4 CAULK, TYP . � I I . • . . �
<br /> N � � ASTM A36 (Fy = 36 KSI) • I I I I
<br /> � I I - - � ,_�7�, . I d I . I � • I I I I
<br /> � I I I I 1 " PL , I � : I �.• I • . 1� � � � I � I
<br /> �' - F I N. F L. E L 1 0 0'-0" � � , � I � F I N. F L R. E L. 1 0 0'-0" � i
<br /> � �
<br /> r � �„ 4-- a . � . (4) 1 1/2" DIA HOLES �P d I 4 I . .
<br /> ��2 � � � ����������
<br /> � .�, � � , ' . : . ° • .° : 4�'� .� , a , .a• Q. FOR 1 1/4 X 12" EMB - • , • •
<br /> �� \
<br /> `� r- • �. '• , d : .�. Q �_ ' • ' : , EPDXY CONC, ANGHORS, TYP � : i ' ,' I EXIST � �E�TI O N M �VOV 0 2 "lCl�1 �
<br /> � ,� a 'a . •, .. . a . TS 8X8X1/2 . I . � 4 ' FOUND '�
<br /> . °�' •v ' ' . • ° .' .° '• �°° . .. �' • I 1 1 2 PL � • I � � SCALE: 1/8,�-� ,_�„ 2S511 2S513 G�N��A��n�1�r�ut;�'►U�r� �,
<br /> � � . • � �
<br /> �o t I .
<br /> � • I
<br /> � S ECTI 0 N � S ECTI 0 N B � 2) 1 1/2" DIA HOLES � �
<br /> N „ , „ „ , „ FOR 1 1/4 X 12 EMB
<br /> o SCALE: 1 =1 -0 2S511 SCALE: 1 =1 -0 2S511 S E C T I 0 �l � EPDXY CONC. ANCHORS, TYP �� ��
<br /> S E C T I 0 I U E
<br /> � � S C A L E: 1 "=1 '-0" 2 S 5 1 1 S C A�E: 1 "-1 '-0" 2S511 w w w.b r p h.c o m Copyrig h t o 2 0 1 7
<br /> 3 3 3 0 1 9 t h A d e n u e �o u t h, s u i t e 3 0 o Arc hifi�cts, Engineers, Constructors
<br /> � Federal Way, Washington 98003-Z600 State of Washington
<br /> 19020 33rd Ave W,Suite 530 Certificate of Authorization
<br /> � �2��� L}�1-23�o FaX: �206� 4�1-ZZJ� Lynnwood,Washington,98036 Architecture No.603235512
<br /> . � 425-921-3500 Engineering No.3137
<br /> � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITI.E CURRENT REVISION SYMBOL DATE .
<br /> ACCEPTABILITY JKM 11 01 17
<br /> ,, 0 P4 TOOI. DECK & UTILITY DESIGN - ISSUE FOR CONSTRUCTION (WBS16335) ABAM BEM 11/01/17 1,�o�was��� THIS DESIGN AND/OR CHECKED MISCELLANEOUS VANDECK DETAILS 16335 O 11/01/17
<br /> z1 � �w . ���t!' SPECIFICATION IS APPROVED LEH 11 01 17 SHEET
<br /> � � �� �°A ` APPROVED BY DEPT. DATE BEM 11 01 �� TlTLE FACTORY TRANSFORMATION - 777X FAMBU SI MODIFICATIONS
<br /> �
<br /> � �� � � CHECKED � � 1 � ��� �
<br /> � �UILDiNC 40 �25
<br /> J t�'�`o � RAt E������ APPROVED � JOB N0. COMP N0.
<br /> r �S�oNAL���' WO 15/2899-921
<br /> _ �o/2s/» APPROVED STRUCTURAL MASTER EVERETT, Wq owc No. 40-025-2S511 -921
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