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� <br /> � �.�� �.�� �.�o �.�� �.7a �.7� 4 4.� L E G E N D <br /> � 193'-5° r-- - - - - - - - - - - - - - - - - - -1 <br /> � 25'-0" 25'-0" 25'-0° 25'-0° 30'-0" 30'-0° � 31'-0" Z�_5�� I ' <br /> I <br /> 3 , <br /> � 4 � � � � � CONCRETE SLAB, <br /> 3'-�" SEE PLAN I �1� <br /> �P' � EL. = 91'-0" � s5o2-s ' <br /> — — — — — — — -j- `� <br /> (6)#7 @ 0"O.C. T&B ADD'L* � — — — — — — — — — — — — — r — �— — � � � I � <br /> � (6)#7 @ 10"O.C.,T&B AD�'L* � ' (6)#7 @ 10" .C.,T&B,ADD'L* (6)#7 @ 10"O.C.,T B,� Db' �� �- ^ � <br /> . <br /> � � m� o � � � � m '� SR1 � � � � �– — � — — � i GENERAL NOTES <br /> � _ . . _. ,._. . . <br /> 0 0 � o * <br /> SR3 �,j S 1 0 � c.� c.�� o -� ( o -' o J �? S 1� cU c.i � � _ - - � <br /> _ o r o o cO •-- a r o •- � o �o �-- o � 1. W10x49 COLUMNS TYP.U.N.O.EXCEPT BRACE FRAME ELEVATIONS. <br /> � � 12 o Q � � m o o i � m ( ti m ti m � � (I o �_ .�--' I o I o 5�� - - - - - - - - - - - - - _ _ . SEE SHEETS S502 5&S502-5a FOR FRAME ELEVATIONS. <br /> I „T. <br /> SR3 ,.. m ( `� � � � �� `D � 3 1 `� � � � � 17 � ( � I C „ � I � 4'-6" @h��� •� B• ��� ?�i�'?�� =� _ 2� PRE-ENGINEERED METAL STAIR BY DELEGATED ENGINEER. <br /> — — — — — � � — — — — — — — — �-- — — — — — — — — — — — � �t = _ � � I I m .� i � � � � o � <br /> — — — — tO — — — — — — — — — (— — — — — — — — — — — — — � � o � ' I ,; �c,� �v m � � 3� GALVANIZED STEEL GRATING WITH 3"x3/8"BEARING BARS @ 1-3/16" <br /> �o � � � O.C.,AND CROSS BARS @ 4"O.C.GRATING SHALL BE CAPABLE OF <br /> � � O � L � ' #7 10"O.C.,T. m ( � ��o �� DN I � _ SUPPORTING A SUPERIMPOSED LIVE LOAD OF 500 PSF OR A <br /> �� - _ _I_ ' , r }-{ ,� ' �,^ _. �� � f I � � , , T , -��r_r , �I�� � I , �, � � � �_, �-' � I ' I � �� I ��u-� ���\�� c.i + � BF-10 - - - - K CONCENTRATED LOAD OF 10,000 POUNDS OVER A FOOTPRINT OF <br /> --� ,- �r ----r-}-- <br /> \ ,- / � - r-��-f '-,- � r� f-t- r rr rri-1- � t�t-�1-t-i-r-��r�-, ��_�H-r-� t-t--� r f� -�n I———L—— —4-#7 @ 10 O.C. 1� — — I --— � . . . — � 12'X12'. <br /> — � �' � � __ _ . . .. - . _ <br /> \ I I � � <br /> o . <br /> I I ,. <br /> „ r 4. INDICATES TEMPORARY BRACE FRAME TOBE REMOVED AFTER <br /> � � ) <br /> � <br /> @� <br /> �7 10 O.C.T&B . <br /> � � @ T _.. —. _ _ _ � _ _ T _, _ _ �_ _ � + _ _ _ _ _ _ _ � _ I � �$ � � 1 #6 10"q, ,,t� - � � ° BOOTH#3 8�#4 HAVE BEEN INSTALLED. <br /> — — — — — — — — — — — — — — — — -{- — — — — — — — — — — — — — — � — � �-- � s #7 1 . .,T. � � _ _ � T/PIER <br /> � <br /> ( � I � � 17 ( � --'" � � I � 9 (- i EL.99'-0" 5. BF-INDICATES SPECIAL CONCENTRICALLY BRACED FRAME.SEE <br /> SR3 S I C � ( ❑ o � (TYP 4 PLACES) SHEETS S502-5&S502-5a FOR DETAILS. <br /> SI - <br /> -�. <br /> � I _ <br /> �� &� � 11 ---._ --_. I )#6 @ 1d"0.* ' � I �0 10'-6" I I � 3��1n <br /> (6)#7 @ 10°O.C.,T&B,ADD'L* (6)#7 @ 10"O.C,, &B,ADD'L'` (6)#7 @ 10" .C.,T&B,ADD'L* (6)#7 @ 10 ( &B,ADD L I 2 6. TBF-INDICATES TEMPORARY BRACED FRAME.SEE SHEET S502-2a <br /> - v E- m � „ FOR DETAILS. <br /> � �-' o � c.i cS� co � o * �' _--- m 6@ 10"O.C., I a ❑ #6 @ 10 O.C., <br /> --�o � � o o � o o' o o � o � � o � S �� � � �-- -''�., ----� SR2 ( � ~ T&B __ _ _ _ T&B � 7, (*)INDICATES ADDITIONAL BARS TO BE PLACED BETWEEN TYPICAL <br /> ' BARS.PLACE ADD'L BARS 10"O.C. <br /> (— — — — — — � � — — — — ¢ — — — � —�I— � — — � — — � ¢-- — — — `� � — — — — — — ��— — � _. — Q M o #s @ s°o.c., � \ // �' C <br /> — —� — — — ��—" `° — �1 � — — — — �- — � — �i -- - <br /> � 6 #7 10"O.C.,T&B,ADD'L* co °� � ~ � * t9 �- �� � °� xs (6)#7 @ 10"O.C.,T B,� �' �� � � T � �e\ �U Ua #6 10"O.C. � r �_� 8. LAP BOTTOM BARS AT WALL&LAP TOP BARS AT MID-SPAN AS REQ'D. <br /> � ) @ E-- 6 #7�10 O.C. T&B, � r � - 1 <br /> (6)#7 @ 10"O.C., &B,ADD't* DD'L* v ~ � m --- � � �( � *�( � T&B � o ❑ � � <br /> I I I � � I c� - I SR2 c5 I c?�� � � °° � L - - - - � - <br /> � FUTURE SLAB PENETRATION,SEE DETAIL GS502-12 <br /> ( � S 2�o o �� � (4)#6 10" .C., �* '- c� „ �, <br /> I � �o .� � � �� T& ADD L* o _ � � 2 10 SAW CUT AND REMOVE SLAB. <br /> � (6)#7 @ 10"O.C.,T&B,ADD'L* S 2 � � (� �� -'� � � � - O o , � <br /> I � � �� I ( I � � o `' 10 � 4-0 � . � 11 PROVIDE BLOCK-OUT FOR FUTURE SHEAR KEY.SEE DETAIL L/S502-12 <br /> � 3 17 �� C � * � � <br /> — — — — — — �-- — — — — — — -�- — — -}- — —I — — — — — — -�-- — — — — �— l --� ---_ -� (2)#7 @ 3"�.C. ,� 6 @7&B C'' � � .� � <br /> FOR SLEEVE AT FUTURE ANCHOR RODS AT BRACED FRAMES. <br /> '-- �' x 4 0"TB�i. � v � o � � � . <br /> _.._ j — — ^ —_ — — — � —_ — — — —� — � � —— — — — � — — — — — — � � ` � � �L_ — — m _ K 2� 12 PROVIDE BLOCK-OUT FOR FUTURE COLUMN.SEE DETAIL C/S502-21 <br /> � L � � oo I I -� I : v I FOR THREADED COUPLERS AT FUTURE ANCHOR RODS AT BRACED <br /> � � i � � :- 7�- r-� r � .� = i- -� - r- - _�-�-- l - - -�- �-- I _ __�_T ��-r,^�-,- �- T- _ - - f-_-r -1-f-�----- i-- ' =1- i-T � - -- -�-�-- - 1-�-I-� �I-T- #7 10"O.C.,T. °� � _ o FRAMES. <br /> � � �� _ t- � � r�{ r� r�� � , 1� �---- ----- #7 @ 10"O,C.,B_ � -- -- - � � 5, �� 11'-11 <br /> � � �� � r � n � r- �_ ��� r-r ��_r- � _ _ I I o) <br /> ; �� -r- � �--, �rr-- �-i- �- , � , r-,- � — — <br /> � . � � -r- ._� � ��---�l_ ��� , ,�� � -���-��--��f� �_ � �`-� � r � � - r T � � � �� �+ 13. SR-INDICATES SHEAR REINFORCING.SEE SHEET S502-11 FOR <br /> rr-t-r r �. � r- '- r-- - -t- t- r r �� . -r r- ' r ( 4 #6 �� .li. <br /> I �( 10"O.C.T&B � " r / � ( I � � T&B)ADD * � DETAILS. <br /> `� @ — — — — o � — — — — — — — — — (— — — — — — — — — — — — — — � 1$ � ' � p `°I E- I ( : 14. AL CONCRETE SHALL DEVELOP A 28-DAY GOMPRESSIVE STRENGTH <br /> — — — — — — — I <br /> � — — — — — � a'j-- — -}-- — — — — — — — — — — — — — � � -�J� _--- � � '� �' � 9 � o m � �� c� ��� I � F'c=5,000 PSI. <br /> SR3 �. � � �-- m� 17 I � � ' - �- � � o� 0 0 0. � ti 2 <br /> � � � �j # �,j I C � I � I �� I �n T& 15. PROVIDE 2"CLEAR TOP&BOTTOM AT 30"SLAB.PROVIDE 3/4"CLR TOP <br /> U <br /> 12 � ~ o � � �� o � o � � o � (6)#7 @ 10"O.C.,T&B � �-.._. #6 @''0"0. ., � � „ <br /> I „ , * � 0 6 #7 10"0 C., T$�B, � �� o 0 0 0 0 o ADD'L* �� ��" � I T B � � I �I co I &BOTTOM AT 12 SLAB. <br /> (6)#7 @ 10 O.C.,T&B,ADD L r' m � � �° � m (6)#7 @ 10 O,C.,T&B, Q Q �� '� �` � ❑ � � � � � - . <br /> ,� � ,�, r, ti I � `-'' 16. FOR BEAM B1 DETAIL,SEE N/S502-12. <br /> � � �I � � � «� � � _.._. sR2 L _ _ J I � I M <br /> SR3 S 1 � �- � �I � �- �^o � co '- S� � � --' .---- <br /> 3 17 FUTURE DOGHOUSE DOOR FRAME,SEE 1/S502-24 FOR EMBED PLATE. <br /> � - - - - - - � I _ � I 1 � I �-- -�"^ _ J (s #s@o°o .� � <br /> — — — — — — — — — — — — — — — — — — — — — — — ' DD'L <br /> _ _ _ _ _ - - T&B FUTURE DOGH USE SLIDING DOOR FRAM EE D/S502 21 FOR <br /> — — — — — — — — <br /> - - - - - - - - - �- - - - - - - -� - --�-� <br /> � (6)#7 @ 0"O.C. T&B ADD'L* � <br /> �� � * — c�— o o #6 @ 1 "O,C 18 0 E,S <br /> (6)#7 @ 10"O.C.,T&B AD ' ' (6)#7 10" .C.,T&B,ADD'L* (6)#7 @ 10 0. ,,T8�,ADD L 1 p) o � Q o �� T B <br /> � EMBED PLATE. <br /> � o <br /> � _ _. � ( _.. � ' � ..� r — — — � <br /> o_ @�m <br /> I � �� � I 11' 11�� ( I <br /> � � ' � � <br /> .._.� � � v 4 #6 0"0 ., <br /> -------- @- ' - ------=--- ---- #7 10"0_C''B --�-- -__-- ------ #7@10°O.C_'B --- -- --____- ( #7@10"O,C.,B f _ _L�� � � � 1�� T&B, DD'L <br /> #7 10 0_C. -�- --- -1- - - - - - M 5-32 <br /> _ _ SR3 _ I I � � � I 3 � ( — — _ � _ _— r _ � _* , _ � � � � m� � CONSTRUCTION NOTES <br /> - - - - - - - -�- � f- � — — K.5 <br /> -` � o � o I <br /> � — — — — — � — — — — — — — -�-- — — � — —�- — — — — —— — I �2)#7 @ 3'�o.—c.x-- —, � � a � , \/ _ � <br /> � , , , 4'-0"T&B. TYP. �'� � � # 0 0 @�p �. ., �- /\ #6 @ 10 � <br /> / �' � � Tfi - _ r�i+- �1�t�� � . , � , . i_i_t_� ,--�� ' _ r; -r�t�t-f_ ' -r� _ i� ��n-i-1- -r'-1� I�+r-r� � - � �- r 7 @� ,. .C.,T. � ( �� T�B / \ O.C., � <br /> � � 7- _ �� t�i I r�, - �� � T .L�--I---- - #7@10"O.C. B. - - � - --- � � I T&B � I <br /> �� �� /\ i ��� - - T ' i- -- -�j- � -� i i� �l�i Fl_� _�-T� � } _ 1 1� L� — —=— � —-�-- 3,8„ �� <br /> � � - - - - �-- .� _�� rCLI_,-,T - ,-_._ �C�� L�l� ,��C���1.=I=�I - �- <br /> � ( I � I o <br /> �7 @ 10"O.G T&B � I � � ( � I � (4j-#�-(a� " . .C-�-� , 'L* � o � 0 12° ( <br /> � — — — —. — � � m � I ,� _ <br /> , —, — — — — — — — — — — — — — — — — — — (�2_ J _.�- �--- � I � , � #6 10"O.C.,T B � o � o TI PIER <br /> SR3 — — — — — ' — — — — I — — — i — — — — I — — — ( — — — — � o � _.--- `n r 'm �- i- m Ua EL.99'-0" <br /> � �.. � I r� (TYP 4 PLACES) <br /> � �� #7 10"O.C:,T #7 @ 10"O.C.,T �o c5 v Ua �s <br /> #7 @ 10 O.C., #7 @ 10"O.C.,T � � <br /> I --y. _ - <br /> (6)#7 @ 10 O.C.,T&B AD L (6)#7 @ 10"O.C. T&B ADD'L* ( "' � � �� � '' ^ � ' - <br /> . ...: . . . . . <br /> �� � * � �� � * � � �_ �� Q I� m <br /> _ ,:, �. _ : <br /> (6)#7 10 .C.,T&B,ADD L (6)#7 @ 10"O.C.,T& , � _ _ :. � . ., ;:. _.:. . ,-. . <br /> . 1 _ M <br /> � f- P. P.. 2�'�_ <br /> ._._ � U .._ N � ._._ ..._ � � � U .._ � � - �___�-__�_ - _ � � - - ._._ *� *� � �1-f-�1-I-I�2�f T��(-� . <br /> *k <br /> � - - - - - � * i o . � '� o � o � o � og -�' �-- • I �DNIi II � I <br /> � o �— — — — � o — — .1._. —o "I o � — _ � —. _ � J — — —. � � J — — — � � _ _ �� � — � � �' _ __'�. � f I _ I <br /> - - - - - � � � � � � �� ■ <br /> � —� � -� � — — — — — � � — — — — — — — — � � ` #6� 0"O.C.,B. �� i�l- - <br /> I— „ , * � — — — — � � — N — — ��� � � —�- ti � (6)#7 @ 10��o�.,T&� —�-�-� � —� I _, � ,� �2 � � ► , � R E F E R E N E D <br /> ~ m � � " m � � m � �- C RAWINGS <br /> (6)#7 @ 10 O.C.,T&B,ADD L � °� 6 #7 10 O.0, T&B, � °� 6 #7 10"O.C.,T&B � �-- � � ADD L �- , i I <br /> ADD'L* , * � � � ' �_ <br /> _. � ____ ._ � � - _ � _ _.. � -.. � S � - � �� o ( = <br /> � � � � � <br /> � � � � � ( ( � ,�. I I �� @� � � 0 � / LL. � <br /> - -�- - - - - _._. - - - `j #� 0"O.C.,�B:~ \� 15'-1�� � � �� N �{.7� <br /> _ ! 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I T/SLAB <br /> - — — — — — --w — — — — — — — � —m — — — — — — — — — — — �- °° J �-- �- --�� � �o � o � EL.91'-0° <br /> SR3 o J o � � U U� � � � J � J O IO � ~ . m � <br /> o�¢ ) � - <br /> � <- � ! �- � O O� I � o � o o � o o - � �_ � C �j I U #6 1 'O.C., � ~ '� � <br /> � Q s � � � 6 #7 1 0"O.C,,T&B� o ~ ( <br /> a ¢ n o o� ¢ a a � ) @ �`- �'�'' -�. � �* o p T&B � 2 B 1 1 0'-8� <br /> ( )#7 @ 1 "0. .,T B,ADD'L* � � " m (6)#7 @ 10 0 C., T&B, � � ''` m (6)#7 @I10"O.C.,T&B, � 00 � � m ADD'L* � � �`' --� `� � (o ( c.� „ <br /> � � «' �- � �. ti _ ''_ `o � _ � �-- � � f- *k �* � o � (4 @ 10 O.C,,T B � <br /> I � `'. --._ � �� � � m \ � � ao <br /> � — — — — — — — — — — — — — �-- — — — — — — — — — — SR1� — — — —�- � � � #6 @ 10"0. \\ // � �T1&B - N ' <br /> � — — — � .— — — ._� � � T&B -I �� � o lo o m ( <br /> 4 � �� `° � a � � <br /> #6 10"O.G.( / \ @��m °� <br /> �/ \� �- --� �� �� (- --1 (2)#6x4'-0"@ 3"O.C.T&B T&B � � ��� � ~ I <br /> / \ � <br /> _ _ _ _ I_ _ _ _ _ _ ) _ _ �.� _ �. _ _ _ �. .� _ _ _ _ � � = _ _ _ <br /> . . . . _.. ... . . . _ - <br /> _ . . . . . � , _ <br /> . .._ . ._. _ . . ... .. _ . <br /> .� <br /> _ . . . .. .. . .. . �. <br /> .. . .,... . .....: . � <br /> _ . .. :. _. . . . . <br /> _ . . . _ .. . . . . .� _ . . <br /> #6@�o��Q.C.T&B � QQF WBSy�qly9 FOR REFERENCE ONLY <br /> � {2)#6 @ 3"O.C. �� ti`� � /y�, vQ <br /> x 4'-0",T8�B�TYP. DAVI r,�� wa o � <br /> � <br /> P2P PANEL PAINT - LEVEL 1 - PHASE 1 �, <br /> SCALE:1/8" = 1'-0° 1S502-1b 1 V �''�`�•brph.com Copyright o2017 ���1 18�������� O� 4� 8� � 6� � <br /> Arch�tects, Eng�neers�tCoWstru�ctors �ssipNA L E�'��� 24 � <br /> 19020 33rd Ave W,Suite 530 N <br /> Certificate of Authorization <br /> Lynnwood,Washington,98036 Architecture No.603235512 " _ ' " �ri <br /> 425-921-3500 David P. Balawajder 1 �8 - 1 -0 0 <br /> Engineering No,3137 WA PE 28184 00 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a, <br /> oF wpsN� ACCEPTABILITY CLP 08 23 16 0 <br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 12/22/15 ,�P�� N�To THIS DESIGN AND/OR �HE�KE E N LARG E D T00 L I N G P LAN W2548317 4 08/23/16 � <br /> � � SPECIFICATION IS APPROVED AHM 08 23 16 SHEET "� <br /> 1 REVISION - RELEASE 36 (PANEL PAINT) CLP AHM 02/09/16 � s�HaRCHirecrs T�T�E � <br /> BOE,�� ENciNEeRsiNc. APPROVED BY DEPT. DATE ppg 08 23 16 BOEING 777X CWC BUILDING <br /> 2 REVISION - RELEASE 38 (PANEL PAINT) CLP AHM 03/08/16 S 5 0 2 1 b � <br /> N0.3137 CHECKED <br /> P� o APPROVED JOB N0. COMP N0. � <br /> 3 REVISION - RELEASE 43 (PANEL PAINT) CLP AHM a5�,��,6 B U I L D I N G 40'O5� ao <br /> 4 REVISION - RELEASE 50 (PANEL PAINT) CLP AHM 08/23/16 <br /> . <br /> /F/cqrF oF Au�H°���P� APPROVED Dwc No. � <br /> STRUCTURAL MASTER EVERETT, WA 40-058-S502-1 b <br />