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'y''�.. � �---— <br /> j', <br /> � <br /> � y �EGE�1D , <br /> 10 1 � 05 1 1 1 19 .. <br /> SEE SYMBOL AND MATERIAL LEGENDS ON SHEET G2. <br /> 50'-0" 50'-0" 3'-0" CONVEYER <br /> X SHOP FENCING AND GATES <br /> FLOOR STRIPING <br /> I TRENCH COVER ' �r <br /> A9 .. <br /> — — — — — � — — GENERA� NOTES <br /> 0 <br /> � 1 . SEE GENERAL NOTES AND ABBREV�ATIONS ON SHEET <br /> � <br /> � �� w� — — — — — — ' A 40-53–S2E. : <br /> II 2. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS <br /> C15x33.9� 8c �L W/ � o OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS , <br /> PL 5/16 x19 (� � i AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING <br /> � `� THE WORK. � <br /> i .' <br /> N ^ <br /> `� 3. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS <br /> ,– AND CONTRACT DOCUMENTS SHOULD BE CALLED TO THE <br /> ATTENTION OF THE ARCHITECT OR ENGINEER. <br /> (E) BOLLARD 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY <br /> 1 IN THE AREA OF WORK IN ACCORDANCE WITH ALL SAFEIY <br /> CODES. ` <br /> � � <br /> PARTIA� F R ST F�00 R FRANI I N G P �AN -`' D E M 0 � � I 5. DIMENSION SHOWN ARE BASED ON AS–BUILT DRAWING <br /> SCALE: 1/4"=1 '-0" S455 S210 I v AND SHOULD BE FIELD VERIFIED. � <br /> 6. 1� INTERIOR BOLLARD PER <br /> � . <br /> S455 <br /> � <br /> �� 7. 2� EXTERIOR BOLLARD PER �—'—a <br /> 10 1 � 05 1 1 1 1 ' S� <br /> � � <br /> 50'-0" 50'-0" 3'-0" <br /> REFERE�ICE DRAWINGS � <br /> 3'-1 1/4"f 3'-1 1/4"f 40-053-1 Al2 <br /> 18,_�„ 8,> 49,_5 3�8„ 8„ 25,_�„ <br /> 2 i � � � � � � � 2 9 <br /> � � A <br /> N c�J <br /> � � O <br /> ' CO �ISTRUCTO �I f� OTES � <br /> � <br /> � � — � — — — A „ � <br /> 1�, REMOVE (E) 5 1/2 TALL CONCRETE CURB. PATCH <br /> - CONCRETE STRUCTURAL SLAB AS REQUIRED. <br /> 0 0 <br /> W30x99 � A � <br /> 2 `' REMOVE (4) EXISTING CANOPY AND OVERHEAD <br /> HSS12x6x3/8 I I W30x99 VERTICAL LIFT DOOR. SEE ELEVATION SHEET <br /> S455 S210 HSS12x6x3 8 40-53–S12A. REMOVE ASSOCIATED JAMB SUPPORTS. ;� <br /> � – -- � EXISTING COUNTERWEIGHT ENCLOSURE TO REMAIN. '� <br /> 1 . <br /> BOLLARD , <br /> � BOLLARD <br /> PARTIA F RST F�00 R FRAM I G P A 2 <br /> SCALE: 1/4"=1 '-0" S455 S210 � � <br /> — PVC BOLLARD COVER � <br /> I i WELDED TOP CAP W/ MIN NOTE: CONC FILLED 6" � , <br /> � � SIZE PJP, GRIND SMOOTH PAINT ASSEMBLY I I S C H E D 4 0 G A L V P I P E <br /> I I 5"x5"x3/16" STEEL TUBE S A F E T Y Y E L L O W o I I 1 �, <br /> I I FILL W/ CONCRETE I I <br /> I I <br /> I I `� GRADE OR PAVEMENT <br /> � � � 12"x12"x3/4" BASE PL I ( <br /> � I I W/ (4) 3/4"s� AT 9" OC � <br /> II � � EPDXY ADHESIVE ANCHORS . ''I <br /> � 2: <br /> � I I (5" MAX EMBED) .� I I , ° ° <br /> i I . ' , <br /> I I o '� <br /> i I . <br /> I I 8„ SLAB .. � – – . <br /> . <br /> � I (PER AS–BUILTS) _ <br /> � '- 4,500 PSI CONC <br /> I I - � �., <br /> 100'-0" FF r, .° <br /> . <br /> � a �' - , <br /> . .. <br /> � � e d <br /> . 4 4 � d � ��' ,a'• � ' . <br /> a a HE <br /> > » �,�oF was��jG' <br /> � _o �� ,:. �Q� Ber erAl� _ <br /> _ �� ,� '�r�� �..�' <br /> www.brph.com Copyright o • <br /> TY P CA� I N T E R I 0 R B 0 ��A R D 3 TY P I CA� E X T E R 0 R B 0 ��A R D 4 Architects, Engineers, Constructors5 ��o�°�T�RA���G��www� 33301 9th Avenue South, Suite 300 . <br /> SCALE: 1 " = 1 '-0" _ SCALE: 1 " = 1 '-0�� — 1902033rd Ave W,Suite 530 Lynnwood Office �SSIONAL E�G�� i Federal Way, Washington 98003-2600 <br /> �� �� Lynnwood,Washington,ssoss .-� ������.,�. � (206) 431-2300 Fax: (206) 431-2250 <br /> Main#425-255-1095 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTIT�E CURRENT REVISION SYMBOL DATE <br /> 0 RELEASE 1 - IFC ROLL-UP DOOR ABAM 06 23 15 HSCDESGN BND/R CB CKED 07 31 15 PARTIAL DEMO AND ENLARGED FRAMING PLANS / / <br /> ( ) � � BEM o7 3� �5 SHEEi' 1623 07 31 15 <br /> SPECIFICATION IS APPROVED <br /> ENGINEER TITLE S 4 5 5 <br /> 1 RELEASE 3 - REVISION (ROLL-UP DOOR) ABAM 07/31/15 BOE,��� APPROVED BY DEPT. DATE BSF 07 31 15 FACTORY TRANSFORMATION 40-53 FAUB FEEDERLINES–PHASE III <br /> CHECKED <br /> APPROVED B U I L D I N G 40-053 �06 N0. COMP N0. <br /> WO 15/2899 <br /> . APPRovE� STRUCTURAL MASTER EVERETT, 1Nq °wc No. 40-053–S455 � <br />