|
3'-2�� ��,�* 10��* SEE PLAN
<br /> � �P (*)AUTOMATION VENDOR TO NOTE:
<br /> � RAIL BY VERIFY AND COORDINATE SEE SECTION A FOR ADD'L INFORMATION. BOND BREAKER, TYP.ALL SIDES
<br /> AUTOMATION WITH STRUCTURAL ENGINEER Yz" ISOLATION JOINT,ALL SIDES %41QJ x 6"LG H.S. @ 24" O.C.
<br /> VENDOR FINAL RAIL DESIGN COIL LOOP LIFTING INSERT @ 4'-0"O.C.W/METAL 6x6-W2.1xW2.1 W.W.M.
<br /> CHAMFER PLUG COVER. SET FLUSH WITH TOP OF SLAB
<br /> � Q a . . a � � Q. .
<br /> EDGES%z" BOND BREAKER ALL SIDES o Q� � � a a a a Q a a 4 � d a ° 4 �
<br /> a a � G d a a � a 4 °
<br /> • • • • :7 • - • f � °
<br /> �`a v q 4 v Q �
<br /> � ,� d _ a
<br /> � „ Q� � °l! � o a � � ° a �j °a n a� ° a a o a a da Q � _
<br /> a Q � a Q a a Q � a Q
<br /> a v �j a � � n a � ° �� d
<br /> ,� ° „ � � � U � � a a � ° L6x4x5/s(LLV)CONT. '
<br /> � a
<br /> � 4 � L <J " � Q � � Q � L. Q � a 4 ' .
<br /> � a 4 a � a G a Q 4 a a 2"-20 GA. COMPOSITE PL�"X12"CONT.ALONG
<br /> Q #7 @ 5"O.C, v � a Q � a a Q v � a a � ° p Q q a � 1/4 3-12 METAL DECK LONG SIDES OF OPN'G.
<br /> � .� � 4 a � a ° a �
<br /> N � a �, a , Q a � a � a SECTION �
<br /> �
<br /> Q a � d � a a n� � a Q � , ° U ° � ° Q � � ° ra � SCALE:3/4" = 1'-0" S502-1 S502-12
<br /> � a 4 a � v a � � � ° n � " a v
<br /> a a r a Q � a � ° a a ° � � �
<br /> a ,, . q � 4 t�� � � ��
<br /> a a a � � a �1 a a
<br /> � � n � (4)3/4 DIA. F1554-55 HS 4x4x1/4
<br /> � � a a a a a ° a � � AR'S. SEE 8/S502-20.
<br /> � n ,, a � 4 � n � v 1/2" I.J.
<br /> � " a „ a , Q " a " �l Q ° � a ° � � � 1-5/16" DIA. HOLE, TYP. CONTROL JOINT,
<br /> � � ^ 7 FOR REINF., SEE PLAN
<br /> UNREINFORCED INFILL TO BE REMOVED FOR PL 3/4"x12-1/2"x 1'-0-1/2" I I SEE PLAN
<br /> AUTOMATION RAIL INSTALLATION. PROVIDE � ,
<br /> C NT O O T '- "O. . "D P FOR REINF., SEE I I
<br /> SHEET S268 114
<br /> S E C T I O N A T A U T O M A T I O N R A I L A S E C T I C J N A T A U T O M A T I O N R AIL B O OTH #3 & 4 B E F O R E IN STALL A TI ON B T/SLAB
<br /> SCALE:1" = 1'-0° S5 0 2-1 S5 02-12 ' ^ � a 4 " a EL.100'-0"
<br /> SCALE:1" = 1'-0" S502-1 S502-12 ,� o a a a a
<br /> Q 4
<br /> a . a 4 I I � °a a ° a
<br /> a a `, � a
<br /> a °
<br /> � �
<br /> a a 4 � T/FTG
<br /> / 4„ INSULATED PANEL �� " �i � � a a EL,99'-0"
<br /> %"x3" CONT. PL SEE ARCN'L DWGS 3
<br /> / FOR ADD'L WFO FOR GRATING, � i i I � i i
<br /> SEE PLAN S502-9 a ° Q a i i i i a
<br /> / OTE: FOR REWF SEE PLAN �--� � � i i °i t� � a a (5)#5 E.W., B.
<br /> 3/16 / FUR BASE TRIM SEE �
<br /> 3/16 3-12 / ARCH'L DWGS T/SLAB ° � � � �
<br /> a
<br /> / � ,, o
<br /> / • � • o •�- • • • • • • , � EL. 100'-0" a a a
<br /> a a a
<br /> L4x4x1/4 FOR CURB / %$'CONT. F�(GALV.) V � ,� � �� � } v � -
<br /> REINFORCWG SEE � � � ' , o � 2"CLR.
<br /> DETAIL H/S502-12 �� � � '� " �
<br /> y2 0x4' LG H.S. o o ,
<br /> @ 48"O.C. 9 � SEE PLAN , � °' 4'-0"x 4'-0"
<br /> _ � y� v � SECTION
<br /> a _ v i�i i�i , �� � � �yo °� ` � � G
<br /> s. v `V � V S502-1 e S502-12
<br /> a ;n �� . �� a a v �� d SCALE:1"= 1'-0��
<br /> a It II a a 6 �
<br /> 4 a � o Q v a a o • � • �
<br /> 4 � c ° �j _�> � v �
<br /> a J � a a Q ' 6�
<br /> a a ' (2)Yz"Q1 ADHESNE a � 4 v �
<br /> ROUGHEN SURFACE TO
<br /> � 1/4"AMPLITUDE,(DO w 1-1/2" CLR.
<br /> a � ° a ANC4 ORS � 4 a� a ��, a , NOT ROUGHEN AT AT o TO HOOK STD. HOOK #4 @ 12"O.C. E.W.
<br /> � " ; WATERSTOP),TYP. V FOR REINF. �
<br /> a �, a ° � a a � #4 @ 12' O.C.
<br /> a ��� <r
<br /> Q � Q � � a � a 3 SEE B/S502-7 CENTERED ON -
<br /> o � ° a
<br /> � � a ° � � � G ° a WALL (TYP.4 SIDES) ' aa ° ° � n a ` �
<br /> ° a ,, � � � � o ° �, ° SECTION THROUGH GRATING Ro��HEN �
<br /> G
<br /> F SURFACE TO � STD. HOOK
<br /> �a ° � �° ° a aa ° 4 �° � v SCALE:1/2"= 1'-0" S502-1 S502-12 1/4"AMPLITUDE a
<br /> . . U . . ^ . � . . . � o a
<br /> T/SLAB
<br /> a� a EL.99'-4"
<br /> Q O
<br /> SECTION p SECTION � 4 � � � _
<br /> E #6 CONT.E.F. T/WALL HOOK ENDS OF VERT. T/SLAB a a ° a A a a `o 0
<br /> EL.99'-4" a a ° ° a ° a r-
<br /> SCALE:1" = 1'-0" S502-5b 5502-12 SCALE:1"= 1'-0" 5502-5b S502-12 EL.99'-0° BARS,SEE GIS502-7 a ' ° a a a a ° � ° ,
<br /> _ a a a a
<br /> S502-5c
<br /> ---- •< :' .. :T , '�, ' ' �';. .� �•1'i .. ': �,';: ��� : STYROFOAM FILL
<br /> NOTE:
<br /> � + ' COORDINATE PAD LOCATIONS AND SIZE DRILL&EPDXY
<br /> � ( � 4'-4" � � � (2)#6 @ 5"O.C. WITH MECH'L DWGS AND EQUIPMENT
<br /> I I � 3-4 � � I (z)#6 @ 5"O.C. MANUFACTURER'S RECOMMENDATIONS
<br /> � � FOR WALL REINF., � � FOR WALL REINF.,
<br /> g° PROVIDE CONTROL EA.JAMB EA.JAMB
<br /> #4 CONT. �OINTS @ 6'-0"O.C.STOP I ( � � I SEE G/S502-7 � � � / � SEE G/S502-7
<br /> 1 1/2"CLR. HORIZ,REINF.AT JOINT FUTURE CURB �, � � �X� � N � � �� � H O U S E KE E P I N G PAD P
<br /> ROUGHEN #4 @ 10"O.C, r- �. ( ( /\ I I
<br /> SURFACE T01/4° STOP CONCRETE CURB � � � � � � ( � � � � � SCALE:3/4" = 1'-0" S502-12 S502-12
<br /> AMPLITUDE,TYP TI SLAB AT ALL DOOR OPENINGS r__ , T!SLAB � � � � � � I I / \ I I
<br /> �° EL. 100'-1" ( g�� EL.140'-1" ( � � � � ( � � � � � �
<br /> � a �i ( � � \ � � OPENING I I � � I I OPENING FILLER PL '
<br /> + SLOPE DN SLOPE DN � EL.91'-0" � SHELF ( EL.91'-0" SHELF TO L4x3 3/16 3-12
<br /> T/SLAB T/SLAB
<br /> EL.100'-0° ° a� 4 `}. � � � � EL.100'-0" ° � a 4 DOWELS TO MATCH ' � � I EL.90'-0" DOWELS TO MATCH EL.90'-0"
<br /> a � q a � a � ° a a a ��,. a � VERT.REfNF.,TYP. I I I I VERT.REINF.,TYP. �I I) �I I� 0"GAP TRIM VERTICAL
<br /> �� I I I I CONT.FILLER PL AS REQ'D
<br /> �
<br /> `� ° � ( � ( �) I� �I LEG AS REQ'D
<br /> ° a a 4 = � ° � °, v Q I ( I I T/MAT I I I I T/MAT CUT HORIZONTAL LEG
<br /> aa ° S Q � � _
<br /> FOR GRATING OF ANGLE&REMOVE EXISTING
<br /> � d ° a ° d � ( ' .I_.,I EL.87'-6" , EL,87'-6" REMOVE EXISTING �
<br /> a ' a � � " ° a° ° � � ° `' ° .I° �I • I'� ( BEYOND,SEE L4X3 CONT.
<br /> ' � ° � ° ( I. .I�,� f+�.I �. .I�,� P�N CONCRETE (GALV.)L.L.V.
<br /> �, `� �. �` n - . �,��o �� �. � a � - .
<br /> � � D �
<br /> 7 ELEVATION K ELEVATION M CONNECTION � ;j � • ,� �o
<br /> S E C T I O N A T B O O T H #1 & #2 H S E C T I O N A T B O O T H #3 & #4 „_ , �� BYEJIW Q ,` ..` C O R E D R I L L F O R A R C H I T E C T U R A L
<br /> J SCALE:1/4 — 1 -0 S502-1 S502-12 SCALE:1/4" = 1'-0" S502-1 S502-12 HANDRAIL SLEEVE,SEE ARCH FOR '
<br /> SCALE:1-1/2"= 1'-0" S502-1c S502-12 SCALE: 1-1/2"= 1'-0" S502-1c S502-12 L6x4x5/16* > SIZE AND DEPTH.FOR REMOVABLE
<br /> (GALV.)LL.V. :,,, CAP DETAIL SEE ARCH.
<br /> � � COAT ANY CROSS SECTION OF CUT
<br /> 6�� 3!4"DIA.ADHESNE � REBAR WITH BITUMINOUS PAINT
<br /> BASE PLATE CONTROL JOINT" ANCHORS AT 18" 6 3l4" 112"DIA.x 6"LG H.S.@ 18"O.C. `
<br /> O.C,(STAINLESS (DO NOT DISTURB)
<br /> STEEL) 9�� 3l4"NON SHRINK GROUT
<br /> 3/4"CLR. �
<br /> ' 3'-6" ALL STEEL TO BE HOT-DIP GALVANIZED
<br /> � 'TRIM HORIZONTAL LEG AS REQUIRED
<br /> FUTURE CORE � � FOR REINF., *INDICATES STOP AT CJ W10x49 � S E C T I O N �'
<br /> DRILL �� SEE PLAN SCALE: 1-1/2" = 1'-0" �
<br /> r- o #g 4 9116" *LOCATE CJ'S AT EDGE OF BASE S502-1 a S502-12
<br /> f—
<br /> � I I ° � � � ° ' • !' C #4 CONT.* I PL.STOP HORIZ.REINF.AT JOINT. O � � 2 4� FJ�
<br /> � . ' . . . a
<br /> aa
<br /> S 4 g/h6° (SEE H/S502-12)
<br /> a �1 � G a ° o0 502-1 #4 @ 10"O.C. �
<br /> ` c v � a Ll ° a � ' � /2�r � r Or�
<br /> 4
<br /> � ` G � � a a � a Q � � � TI SLAB #3
<br /> � ° " �° EL. 100'-1" I
<br /> a a a _}_< • a ° • a • . � • � �, 6„ � , 2, 3, 4,
<br /> . _ �j.� _ . . N � . � �.q � ��. - .
<br /> a — ' SLOPE DN
<br /> � 9 � � �� °a a DRAPE 1:6 T/SLAB �+ : � —
<br /> � � EL. 100 0 d ° 6 d � � � � CONTROL JOINT*
<br /> 3/4" — 1 '-0"
<br /> 4 � { ° � \ a � #4 STIRRUPS a Q a Q4 a � a '
<br /> G
<br /> - ( - '� • • • � • .f �� ^ � � � -
<br /> � � 4 . � 1� �.l�i. � � .. . � . . . . . � . . -
<br /> :-1 C� . �� d Q . . . _ .
<br /> � a d ; � _ � — QPUL eq� �, 6„ � , 2, 3,
<br /> ° aa� �: (4)#7 T&B 9 � � � � � ° �
<br /> � ��-s° , � ° � � a a � , H ��o�oF w A sy�y y�o
<br /> c'� `� 1 = 1 —0
<br /> ,, G � . . �d � a a � � . .. . . . SO�L-� DAVI F�f� `NP � �r r »
<br /> f
<br /> STYROFOAM �
<br /> SECTION � SECTION (BEAM B1 ) N SECTION
<br /> R SECTION S www.brph.com , Copyrighto2017 �� �184 ��� �� Q, 6„ � , 2,
<br /> SCALE:1"= 1'-0" S502-1 S502-12 SCALE:1"= 1'-0" S502-1 S502-1 SCALE: 1-1/2"= 1'-0" S502-1 S502-12 SCALE: 1-1/2" = 1'-0" S502-1 S502-12 Arch�tects, Eng�neers, Constructors �Ff T RA L �� ���' �
<br /> State of Washington S��NA L E�� ¢
<br /> 19020 33rd Ave W,Suite 530 ,� , „ N
<br /> Lynnwood,Washington,98036 Certificate of Authorization 1 1 2 = � —� '—
<br /> 425-921-3500 �chitecture No.603235512 David P. Balawajder / o
<br /> Engineering No.3137 WA PE 28184 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOI. DATE a,
<br /> oF WqsH� ACCEPTABILITY CLP 08 08 17 0
<br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 12�22�15 5 REVISION — RELEASE 50 (PANEL PAINT� CLP AHM 08/23/16 ,�P�� N�ro THIS DESIGN AND/OR HECK TOOLING DETAILS W2548317 � 08/08/17 \
<br /> � � SPECIFICATION IS APPROVED AHM 08 08 17 SHEET "�
<br /> 1 REVISION — RELEASE 34 (PANEL PAINT) CLP AHM 01/15/16 6 REVISION — RELEASE 54 (PANEL PAtNT) CLP AHM 10/1$/16 � BRPHARCHITECTS TITLE �
<br /> BOE,�� EN�INEERSINC. APPROVED BY pEPT. DATE DPB OS OH 1� BOEING 777X CWC BUILDING
<br /> 2 REVISION — RELEASE 36 (PANEL PAINT) CLP AHM 02/09/16 7 REVISION — RELEASE 72 (PHASE II - PHP) CLP AHM 08�08�17 No.a�3� CHECKED S 5 0 2- 12 �;
<br /> ���'�,� �\2 APPROVED B U I L D I N G 4 0—O�V JOB N0. COMP N0. Y
<br /> 3 REVISION — RELEASE 38 (PANEL PAINT) CLP AHM 03/08/16 � N
<br /> 4 REVISION — RELEASE 42 (PANEL PAINT) CLP AHM 05�03�1 C cqTF oF AutN°���P APPROVED DWG N0.
<br /> STRUCTURAL MASTER EVERETT, WA 40-058—S502-12
<br />
|