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B c <br /> 2 LEGEND: z <br /> � 12 S22o RF5412 11 B 10' <br /> . . 5220 RFS403 - � S220 RFS408- � � � �-522 RFS40 � � 1. � � <br /> 25'-0 25'-0 25'-0 25�-0 25�-0 25-0 25'-0 <br /> 3_6 3 6 25'-0 <br /> T PARAPET �•�. G. . #W14x43 #W14x4 W14x 3 #W14x43 4TYP. UPN.CES 2�-6 = <br /> � EL 221'-6 p D G.L. � � <br /> #W1 z43 � � <br /> � . � S220 RFS408 .. . � � S22 RFS408 � � - � - . �� � � � � . I . � . . . . � <br /> W.P. EL. W12 W12 W12 W24 N/ W2 W24 � Z <br /> 2,3�-5 ,i8 GENERAL NOTES: � <br /> c.� <br /> 1. SEE DWGS. S2 AND S2a FOR DESIGN � <br /> ,l � CRITERIA. <br /> N 2, SEE DWG. S2b FOR GENERA� NOTES � <br /> STRUCTURAL STEEL. <br /> � �. �� � � � ���..�. �� � � .� � �. . . . �� � . � �� � . � . II :� � �� . .� �. � � . <br /> �� � ��p � 0+ ,-, � rn 3. ALL STEEL MEMBERS AND SHAPES W <br /> �"6' N +S N �,� r�,� � SHALL BE A572 GRADE 50 � <br /> � � `O UNLESS OHERWISE NOTED. <br /> �� +�9 � � ' 4. # DENOTES A36 STEEL MEMBERS � <br /> n AND SHAPES. <br /> T/sT�. �. iss'-e a 5. OINDICATES OPENING. FOR <br /> OPENING SIZE, ELEVATION AND <br /> W.P. EL W10 W10 W1� 10 W � N'$ TS12 4x1/2 FRAMING MEMBER SIZES, SEE <br /> 187'-0 DWG: S27 , a <br /> 8 6� PROVIDE NEW CONNECTION FOR <br /> ��+ �1 EXIST WALL PANEL TO EXIST GIRT, <br /> '� ,o�� SEE DETAIL 7/S402-10 <br /> r-, <br /> � <br /> .. .. . . � . . . � . . �.� � . . n �,��...� � �'� ��.. �. . . - . <br /> T STL. W8 W27 I <br /> EL: 166-7 w � <br /> REFERENCE DRAWINGS: <br /> 2 p ' 1. <br /> 2 <br /> . .� �. . . . . . . n � .. . . . . <br /> . . . . . . . . . . .I..� � . . <br /> � . . � . . . . : . � ���•� �1Pk9 � � . �. . � � � � : . . . <br /> .. . . . . . � . . RS�J � . � . � - . . . � .. � . � � .. <br /> �L� <br /> . . . . . . . . .. . .. . . n . .. . . . . . . . . <br /> T STL. W8 W27 W$ 8 <br /> EL 147'-4 <br /> � o <br /> CONSTRUCTION NOTES: <br /> p�+°' _ 10x15.3 �,� <br /> �'� l � ONT.) l%-"'" <br /> � �y�°' #L4x4x �2 <br /> � # 4x4x1/2 <br /> ( YP.) <br /> T STL W W27 �p/g <br /> EL. 126-4 � <br /> . . . . . . . . . ' I ... � .. � . <br /> . .. . .. . . . . � . � . <br /> . . .. . . . . (�! .. . . . . <br /> A <br /> (�,K�, A+9 22 RF 409 � <br /> S � � <br /> 10'-10 <br /> OM <br /> 27 TS12x4x1 2 <br /> � <br /> u <br /> \ <br /> .. . . . . : . . . . . . , . . 6 . . . . <br /> 1'-0 4 C�7 5'-6 = 22'-0 2'-0 a <br /> � <br /> T CONC. 30 W8 W8 �,' <br /> EL. 100_� <br /> BOT. BASE P L <br /> � 4� �� <br /> (SEE COL. <br /> SCHEDULE) � �a <br /> . . . � � � . � � � .. . . . � .. . . � . . . . � . � � . . � . . 13 . <br /> BOT. BASE P L <br /> (SEE COL. i <br /> scHEou�E� ELEVATION AT AREAWAY 8c STAIRS „ <br /> SCALE: 1/8" = 1'-0 O <br /> N OTE: i o <br /> ALL GIRTS ARE #C12x20.J (TYF.U.N.) <br /> ALL SAG RODS ARE 5/8" DIA. A36 (TYP.U.N.) ' K�YNPLAN� <br /> � , � 8' 4' 0 4' 8' 16' <br /> q�0 S�/1�ifih$�'�'�'�SIG'�fCE'3137 SCALE: 7/8" = 1'-0„ <br /> *SEAL IS ONLY VA�ID FOR THE <br /> CURRENT CLOUDED REVISION* RE.'Itt01'1�WdS�ilil��iDi7�FG�7 <br /> �SYM ���� REV1510N � � 8Y pPPR04ED MTE .SYM . ���REYISION � . BY APPRO'JED DATE � � � � - ACCEPTABILITY MEM� OS 73 �4 SUBTfRE �� � URRENT REVISION � SY�IBOL DATE � �� <br /> 0 ISSUE�FOft�CONSTRUCTION . - MEM AHM . 03/13/14 . � � � � � � . .� � Q��"���� THIS DESIGN nN0/OR� � H � BU�L��NC7 E�EVAT��N � � ��. � 15477651 - O 03/13/14 �� <br /> . . . � � SPECIFlCATION IS APPROVED AHM� ': 03 13 14 gHE� � � \ <br /> � . APPROVED BY DEPT. DATE�NAN O3 �3 14 11TLE A^^0 z. <br /> �BOE/N�� � JLL <br /> � � � P oV o BUILDING 40-037 �oe N0 COMP Np. p <br /> ��` 91297.04/91431.03 <br /> �9ntA°` A Ro E STRUCTURAL MASTER EVERETT, WA owc No. 40-037-S220 <br /> � <br />