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A B C D E F G N � <br /> LEGEND <br /> 20'-0" 10'-9" 25'-0° 25'-0" 25'-0'� 25'-0» 25,-0" 25'-0" <br /> � PIPE BOLLARD: SEE DETAIL L/45-012-A501 . <br /> FOR CONTINUATION SEE S EET - 1A10-10 <br /> -- -- -- I —I I I I — -- -- -- -- -- -- — -- -- -- — — --- -- -- -- <br /> � ;-,E:: <br /> I I I I I � � <br /> I i I I I � N <br /> I I I I I I I I <br /> I I I I I ` � <br /> I f I <br /> -� - - - - - - - - - - 6 GENERAL f� OTES * <br /> 1 . REFER TO CODE PLANS FOR FIRE-RESISTANCE <br /> � I I i I � I I i I � � � � RATED CONSTRUCTION LOCATIONS. <br /> I I I I I — — — — — — — — — --� <br /> 2. REFER TO SHEEf 45-012-A351 FOR WALL TYPE ' <br /> o INFORMATION. <br /> � <br /> � - <br /> N 3. AT ALL FIRE-RATED WALLS (REFER TO CODE PLANS) <br /> I I I I � � PROVIDE PENETRATION FIRE STOPPING AND FIRE <br /> � � � � I I � RESISTIVE JOINT SYSTEMS. � <br /> I I I I I I I I <br /> � W1 ; <br /> ' I I I I I� — — — — — — — — — � <br /> � I I I I I � <br /> N <br /> ' REFERENCE DRAWINGS <br /> � � � � � � i i i � i i i � ,�., • <br /> g HIGH BAY � i � - <br /> 1A10-12 A200 AR� o N °"� <br /> <c � <br /> 11A2 �— ca�rY �F �v����� . <br /> — — — — — — — — — � ��VIEWED �CJ� PERMIT <br /> i i i i i � _ ' <br /> i i i i i �„ <br /> i 1 I _ I I I I I I w <br /> - - - - - - - _ 8 <br /> � o ,� <br /> � <br /> � � � � � � z <br /> I I I I I <br /> � <br /> o , <br /> 2 " A <br /> � � <br /> A60 I I i I I I I I � � � <br /> I I I I I I �' <br /> I I I I I � � <br /> CO �ISTRUCTI0 �1 �1QTES . <br /> � � � � � , � <br /> � � - - - - - - - - � NO WORK ON THIS SHEET <br /> I � I I I - - - - - — I I I ' <br /> � � <br /> � '. <br /> I I I I I ( � <br /> I I I I I � - <br /> EXTENT OF � - <br /> 0 <br /> STATIC TEST N . <br /> I � I I S�'B I I I <br /> I I I I I <br /> � I � � � : �::, <br /> I I I I I � I "''-'' . <br /> � I <br /> � I � A H R " <br /> -�- � - - - - - - - - 1 � <br /> i i i i i � � <br /> i i � � � � i i � i i i i � -�o -> > <br /> \ I � 5 � <br /> \ � <br /> � I _ —12 —13 <br /> I I I I I \ � � 10 � <br /> i I I I I � N —14 —15 <br /> � �- - — - - - 13 � <br /> i �� � \ i i i i i 15 <br /> -- -- -- — L—_1��--1--- -- �--1---- -- 1— .--. --�--- -- —� -- � ---�--- -- <br /> FOR CONTINUATION SEE SHEET - 1A10-14 <br /> - PARTlA� P LAN �I EW K EY P LAN � <br /> . „_ ,_ „ � ISSUE FQR PERMIT . N <br /> SCALE. 1/8 -1 0 SCALE. NONE . <br /> g' 4' p 4' g' 16' , <br /> ��� ���� 03. � o.�a � 7 0 � <br /> � <br /> rlrci�itecture Engineering Pl��ning Interi��s Jl�fiLE: I/Uu_� r_a» c ' <br /> C <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE « <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED �aTE ACCEPTABILITY DLR GROUP 1Q.02.15 FLO�R PLAN � <br /> ORIG EDC STATIC TEST FACILITY IFC W3099715 QLR GRQUP RH 10.02.15 aoas THIS DESIGN AND/OR HE�E ED W4440664 A 03.10.17 \ <br /> ( } ARCHITECT SPECIFICATIQN IS APPROVED RH 07.28.,s FIRST FLOOR SHE� ` <br /> — EDC STATIC TEST — RECORD DRAWING W3099715 DLR GROUP RH 07.28.16 BOE���� APPROVED BY DEPT, DATE TITLE EDC STATIC TEST FACILITY - PHASE 2 K <br /> A EDC STATIC TEST FACILITY — pHASE 2 W4440664 DLR GROUP RH 03.10.17 H ED 1 A 10 12 � � <br /> ��- 1 � <br /> ROBERT NOFFMAN B U I LD I N G 45�0 I � ' <br /> STATE OF WASHINGTON APPROVED JOB N0. COMP N0. 4 . '�,, <br /> W3099715 � � <br /> APPROVED ARCHITECTURAL MASTER COL. A-H/6-10 EVERETT, Wq °wc No. 45-012-1A1 -12 • <br />