Laserfiche WebLink
�-`� /`-�..,� �--_`` ,�-�,� /-`_,, ,,r..._�,�, <br /> �.�J�} �.�� �.��,� �.�� �e l�� i �.�� °� �.� f <br /> �,� ��-�--- ��_ ��.�.�. � ; L E G E N D <br /> � <br /> 25'-0" 25'-0" 25'-0" 25'-0" 30'-Q" 30'-0" 31'-0" <br /> � � � ._o._ _._. .._.,�. .._. _..� ..._. _...o .� �. .�._. ,..�_ .� � ..._...�..,_�. ._... .�. . �. e e_. �. � _... _ _ - ..�... .� _ _._ �._�_.__�._ _... ____ .�. .m.._ �...� �.... �a,�_..� � _ � ..._. .__._ 9�,r�� <br /> I 1 � I I i � I I <br /> � $'1 <br /> r� — W 12x19 � <br /> 5'-0" CANT. � <br /> � �' � 3'-0" I <br /> I I I I I � C10x15.3 BRACED FRAME.SEE � G E N E RAL N OTES <br /> I � BUILDING STRUCTURAL <br /> � � � r � STEEL DWGS FOR DETAILS (_)INDICATES NUMBER OF UNIFORMLY SPACED 3/4"DIA.x4"LONG <br /> � _ � � p � , �. <br /> , � E °Q �,I �, HEADED SHEAR STUDS <br /> 502-1 502-1 zo _ <br /> � � � � � � �( � � F � M � 2",20GA,COMPOSITE METAL DECK W/3"CONCRETE FILL REINFORCED <br /> o � 502-1 6 WITH#4 @ 12"O.C.E,W.,CENT'D.TOTAL SLAB THICKNESS=5". <br /> v W$x10 T/STEEL ELEVATION=111'-1".SEE DETAIL 1/S502-18 <br /> � � � 20K � 20K � <br /> � � ,Y W12x79(15) ; SIM. 3 (`)INDICATES TO SEE BUILDING STRUCTURAL STEEL DWGS FOR SIZE. <br /> � � � � { a o BF-11 0 � H <br /> ' � � � � W8x10, 502-1 � PRE-ENGINEERED METAL STAIR BY DELEGATED ENGINEER, <br /> � � I `�' T� o � � � ,�TYP. I ' ./ <br /> 9 ! J F�, <br /> � G 8x10 W8x10 Q � � Q W8x10 00 Z_5 5, FOR COLUMN SIZES SEE SHEET S502-1. <br /> ( — � � � <br /> 502-1 p m � � � [� 1-1(2",20GA,TYPE B METAL ROOF DECK. <br /> I � � � � � 20K � W 12x79 40 <br /> _ ._. �._ ._� .__...�.....�._.Y.. .�.�. w.� __ ...._. � _ „� ..� __ .� _ .__ .� ..�.�,���. _._ _ � _ __.�._ .� <br /> -" "" " �°`" `�"` "�"' ` �"" �' " ` �' "� ""' ' --- -o- o � - ----w o--- ---- o--- - ; ---- � 4"HOUSEKEEPING PAD.SEE DETAIL?JS502-18. <br /> � � � � � <br /> �. � o � <br /> 00 � � � BF-10 � g. (_K)INDICATES ULTIMATE FACTORED REACTION IN KIPS. <br /> � m I � 0 4� „ � � ( � �° <br /> N X I� W8x10 W8x10, g, COORDINATE ALL SLAB PENETRATIONS WITH MEP FOR SIZE AND <br /> � � � � � � I �' ;r, � <br /> � �, � 2 �, TYP. FINAL LOCATIONS. <br /> � H � <br /> � � 7'-10" I� �,_g�� 502-1 502-1 � <br /> T/SLAB 7 SIM. (2 PLC'S) SIM. ! <br /> � � i � � � EL. 111'-6" ( Y � <br /> � �, TBF-7(15) <br /> � , YP. (6 PLCS) � ��' � M `�' <br /> I � 3 Y " <br /> � �I N I a <br /> �' X �`' <br /> I I I � � 1 �JOZ''� N Y � N � <br /> � � � � �Y I � TYP.AT BUfLDING <br /> � I25K" "' � 2 COL'S(3 PLC'S) <br /> � �12x79(15) � 3QK( 502-1 <br /> c� a <br /> � � � � � ( - 4�_p,� 3�_ �� <br /> I o (6}#6 @ 3°O.C.ADD'L � <br /> � (LAP 3'-0") <br /> � SEE SECTIQN � <br /> _._. �... ._.�...�.� ...y a _e_ �.� .�.. ...� _ m_ _.��.._..__..� .._ _e�.e_____. � ..� __ W..._, a.__ �...a.��_.�_ .�..� _.� ..�.., �_ __ � _ ._._.. ...Y. ._ �.� � - , _._ ._. .� __._.e__W__✓_ .___ _.�_.__..__ _..�..._._..._ _.._ _._ ��.�� <br /> M <br /> - .,N.. r. __.... � .�..... �... �. ..._.e__..�.___ .-.Y.u..�... _ ....+ <br /> � � � � � � ( -� � s�� � � <br /> W12x19 8 4 8 d- <br /> I N � N � <br /> � m � � <br /> A I � � � <br /> � � � � � ! 502-1 I � oo � <br /> � CC�NSTRUCTION NOTES <br /> � � � � (1 ,�ti� �) � (� .�'� ��,��� �.�� �� � � �) <br /> � � � � � � 25K M 25K � � � �2 S '� ` � <br /> Y1 � ,.yu 12x79(15)� (�, '��'�� � <br /> �' � ��- �9 � � �2� <br /> � � C <br /> � `-� �, I� � � ,O°� <br /> � �. �. �. � � � �. $„ � a X A 1 tQ -�- �, ,, <br /> I � ! o � � 502-1 � �` �/ �`' � �� <br /> � � � � i � I � � � � � ( � `- 25K � 25K � �� <br /> r� ' � _.._ ___o. ._.V. _. �_ _...._ _.. --- � .._.. _.___� _� _ W _._.. __._�__ __.. .�..� � __. �. .� _m.. _.... � ' � t � 1-11 <br /> � �� <br /> m � BF-2� M W12x79 15 <br /> � , T/SLAB <br /> � I � � � � �' ! � �i EL.111'-6" ( <br /> � �_ �...._ � _..u.�Y_�___ � .d.� _... <br /> _ � ____. _�. � <br /> �._ _. ._._ � - ...� ..�u. �... .�.,_ t <br /> I . ( . . � � � � . � - � . .__.. ..�. _.,... . .I... ._.._. ._.._. ...._ ...�.� ..�.> _.....�.�._..�. _ . � _...... _ �__.. ..�. _ CV . <br /> _,._ �_ � ...� �..� ...... .�._. ..,_..�... �._ -- ____ ��._._. _ � n V <br /> ' � I� 17'-6" <br /> 3 � � ' I � <br /> X 9'-1" 7'-11" 13'-102" <br /> , , , ! � 4 W12x19(8) � � REFERENCE QRAWINGS <br /> i I �—�'— I 2 EQ. SP. 2 EQ. SP. ; <br /> � � I � I I I 1 � ! I M � ; � <br /> � , � � m) ( <br /> ( � � � � i � B SIM. 502-1 6" <br /> I � � � � � � � � TYP. (8 PLCS) I �� 502-1 Q.H_ 1'-11" <br /> I � 1 � _ 4 <br /> � I � � � � � � 502-1 I I� `-;� <br /> � � � � � � � � � � W10x6$(10)r BF-6 � c,, <br /> 5K " 25K 10K Q � � _ <br /> v Ct = - ..v... _ _... ..� w... e.._ . .,.._ _..._. �.. .v � .._. � �. T. _... � �e. _ .,Y...._..._. _�__�___ , �.�._... ...__ �� Y Y ' o <br /> I : I � i �� � � � � � � �� BF-2� 0 2 t � I� N o N o co T x . ' <br /> � t � � � W12x79 15 "' ''` <br /> � I I I I i I I � �I � I X X O.H. <br /> � o a <br /> m N N > � � N F ' <br /> i O I � ��., <br /> � I "'' � <br /> ?' Y � 502-1 `" � <br /> � � � � � � � 25K �' `��' 25K o Yo � �V '� <br /> � � �- W12x14 15K ,- W10X49 � � <br /> ° � �_ .�,�. _�.; �.. �.. .} , <br /> r��_� _ _._. _ �. � _��. ._._. .v.... _ _� _-- I _._ ._.. $�.._ _. � ��.v..._.� ._... ��_m__ .� __ � _._. . _�:_ �e._._�. � W12x79(15) 10K Y 10K _ <br /> � � � i � � 1 � � � BF-2 � �,,� � O \\ /// ; U� �N -�. <br /> � � � � � <br /> _ .--- _,_._ _ ..._ . _._ r �._. _ — � ._.. �._. __, ._._. �� ._. � -- � _ .._. m — �.�� <br /> I � � ---. __.. �.. .�. _ �. .� .� .� _ - : � <br /> � - - � � �...� <br /> � .._o Y � �\ /�_ .,.,_Y <br /> � � � p \ <br /> i i i � � T/SLAB �. I o lo N oo � �� <br /> � � � � ' ! � EL.111�-6,� "' � � � � 1'-11�� � �\�� 4 _ <br /> � � � i � � o <br /> � / � _ � <br /> � � ; <br /> � ( ! W12x19 � I � Y �� � <br /> � � a> ..��_.. �$) N ;� 10K o 10� � ,� �� <br /> I I � 1 9 I I , <br /> o> � o � �� W10x68(10) BF-6 � <br /> � � � � � � � � � m) � <br /> I � ( 7 I x � T 8'-5° <br /> N � <br /> I � <br /> � � E � � � <br /> � ( <br /> � 8'-9" 5'-0"I 502-1 � <br /> i 0° � � � � � � � � 502-1 <br /> r� � � ..� _ _ .�. �_._.�.�._ '�., .�. _._. .�,_ � � � _ .W. a __ ' � ____ _.__ _.... �..' � - .,�. _ ..� _ �, BF-2 M W12x79(15) 5�2-1 .H. <br /> � SIM <br /> I � I � � � � � - _ o <br /> � � $ � � �� I o 25K `� 6 65K I 7 N <br /> - . � $�� � <br /> � N � <br /> � a N _ Q p,UL Bq�q <br /> sl o Y � p �F WASy �'.9 <br /> _ �*� t�� � t*� .�. �*� � � Y � � Q "' _ �� `� �'f' "O <br /> * 15K � 1 x44 ZOK "' _y '� ' �' <br /> r �`" �`�r o � <br /> �L ._ I � � � 4: P�4�9 2-21 � i 1 � <br /> � }� <br /> 16'-5" 9'-1" -o�'� `" <br /> B (2)EQ. SP. f � �`� ��/ �\ �`� <br /> �'-11�� ' Fss��A L ��G��`� 0' 4' 8' 16' 2 4' Q <br /> P2P PANEL PAINT - HOUSE MECHANICAL LEVEL FRAMING PLAN - BOOTH #1 502.� � 94� SW lbth Stree�t Su�te 3+�7 Al <br /> SCALE:1/8"= 1'-0" - S502-2 ' `� » > » � <br /> �.�.'Il�Orl"1' Was�i�gton 98057 David P. Balawajder 1 /8 = 1 -� o <br /> WA PE 2$184 � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a, <br /> p4 WpSN� ACCEPTABILITY CLP 12 22 15 0 <br /> J ISSUE FOR CONSTRUCTION CLP AHM 12�22�15 �z�`' N�ro THIS DESIGN AND/OR � ENLARGED TOOLING PLAN W2548317 12/22/15 � <br /> y � SPECIFICATION IS APPROVED AHM 12 22 15 SHEET M <br /> B�E,��� B�ci�eRSl�cTs APPROVED BY DEPT. DATE DPB 1Z ZZ 15 TITLE BOEING 777X CWC BUILDING � <br /> No.3tst CHECKED S 5 0 2 2 � <br /> � <br /> m�'�� �o APPRo�Eo B U I L D I N G 40�0 V H JOB N0. COMP N0. Y <br /> /cRrfi OF AUjNo4\�P APPROVED STRUCTURAL MASTER EVERETT, Wq �w� No. 40-058-S502-2 � <br />