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LEGE�ID <br /> Q a NEW CONCRETE WALL <br /> GENERA� f� OTES <br /> P R S T U � <br /> 1 . REF SHEET A351 FOR PARTITION TYPES <br /> 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" <br /> 2. SEE SLAB PLAN (1A20) FOR CONCRETE <br /> WALL & CONCRETE SLAB DIMENSIONS. <br /> e4 06 <br /> 3. MAINTAIN EGRESS PATHWAY AT STAIR 87-19 <br /> 13'-6" 16'-6" 16'-6" 13'-6" DURING CONSTRUCTION. <br /> I I I I � <br /> � <br /> REFERENCE DRAWI �IGS <br /> � <br /> Q <br /> � <br /> w , , <br /> w <br /> � <br /> z <br /> 0 <br /> � � � I I � <br /> z <br /> F= <br /> z <br /> � CO �ISTRUCTION �IOTES <br /> U <br /> � <br /> OO I I <br /> w 1 " NOT USED <br /> z <br /> � <br /> _ <br /> � i I I I � � BENCHES, F010, (SHELL/CORE) <br /> �. RECEPTION CHAIRS, F010, (SHELL/CORE) <br /> � I �. NOT USED <br /> � ALUM PLATE CANQPY ABOVE <br /> � � � � � I 6 (E) CONC, SANDBLAST � <br /> � <br /> 7�j HSS POST EXTRUDED COVER W/ ALUM WRAP BY <br /> CW MFR <br /> RS I <br /> 8 CONCRETE RETAINING WALL, MATCH (E) RETAINING <br /> �nP) <br /> C� WALL HEIGHT. SEE 1Al2R FOR EXTENT OF <br /> REMOVAL <br /> 0 <br /> I � <br /> UP � 3 ST IR � � CONCRETE RETAINING WALL, S'-7" T.O.W. <br /> A1 A7 87-19 � 10 (E) COLUMN, TYP. <br /> I I <br /> UP 1 , (E) RETAINING WALL <br /> � 12 STRUCTURAL CONCRETE COLUMN <br /> — � — - - 2 1 ` (E) CONC AT COLUMN BASE, SANDBLAST <br /> 1 <br /> 1 8 � � 1�j PAINT (E) HANDRAILS PT-12 <br /> � � CONCRETE ISOLATION JOINT, SEE 1A20 & <br /> 0�' 1 � STRUCTURAL <br /> 1 11 <br /> ^ 1 Al2 A701 Al2 A1 1 � � 3 16 CONCRETE CONTROL JOINT, SEE 1 A20 & <br /> � 6 1Al2 A504 6 � <br /> O 9 — 8 I 1Al2 A504 o STRUCTURAL <br /> <� - o <br /> o _ • ' r`' 1� ADA PUSH PLATE <br /> z 3 I 16 2 2 2 � 6 3'-1 1/8' ao <br /> � <br /> �--. . ... . .. .`1A A201 ., , . ; I i <br /> I LOBBY � 2 �' <br /> E)CONC. (N)G�N � ' � ; � �� 11 T2 252 � 2 <br /> co : ... , ,' : I I^ i- ^ � 1 Al2 A452 1 A 1 2 A 3 7 2 <br /> I 6 i > 1 5 B1 ' � � 1 1 i <br /> _ _ �- ` .. ` I �- E G H.7 L P T V <br /> MATCHLINE FOR UATION SEE 1A15 A1 � — � <br /> 5 � m--, � � 6 � 3 -10 5/8 � <br /> 1Al2 1 <br /> 1A10 1A11 1Al2 <br /> 3 <br /> 1A13 4 1A15 5 <br /> 7 <br /> 1A16 1A17 1A18 <br /> � <br /> 10 <br /> BLDG. 40.92 KEY PLAN <br /> PARTIA� FI R ST F�00 R P �AN � I S�: "°"E N <br /> SCALE: 1/8„=1 ,_0„ I v 8' 4' 0 4' 8' 16' . <br /> O <br /> 0 , �,_ ,_ >, <br /> SCALE. 1/8 1 0 <br /> _ _ _ _ _ _ . _ _ ___ _ __ <br /> _ _ _ _ __ ---- - - ------ <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN A SUBTITLE CURRENT REVISION SYMBOL DATE <br /> A 40-092 BUILDING EXPANSIQN W2829162 MH RW 01.21.16 64a� HSC ESGN BND/OR CH CKED �1.2'.'6 PARTIAL FIRST FLOOR PLAN w2829� 62 C 05.24.16 <br /> �"=�`'����� SPECIFICATION IS APPROVED RW 01.21.16 sHE�r <br /> B 40-092 BUILDING EXPANSION - DCN-01 W2829162 MN RW 02.15.16 � �`���C r TiT�E <br /> BOE,�� � APPROVED BY DEPT. DATE CHECKED 40-092 BUILDING EXPANSION 1 A 12 <br /> C 40-092 BUILDING EXPANSION - VE 90% IFP W2829162 MH RW 05.24.16 � <br /> S G O T T A'tI O L , B U I L D I N G 40�0 V� JOB N0. COMP N0. <br /> sr�Y�a��r�as�iN�,��;a APPRovE� W2829162 <br /> APPROVED DWG N0. <br /> ARCH{TECTURAL MASTER COL. P—V/1 -3 EVERETT 40-092-1Al2 <br />