3003 W CASINO RD 2011 BLDG 40-56 Plans 2022-11-23

� � � ' ' � � FILL WITH � O O� ��D � � � o D STRUCTURAL CONCRETE �� DOOG� � C� �IC� D �J �C � DOOR FRAME DETAILS � MARK SIZE LABEL LOUVER H�W REMARKS � � MARK MARK SlZE �OOR , FRAME LABEL LOUVER DETAILS HDW REMARKS MARK '� TYPE MAT'L TYPE MAT'L HEAD JAMB SILL 11EM TYPE MATL TYPE MAT'L HEAD JAMB SILL ITEM 11K2 3'-0 X 7'-0 X 1 3 4" NG HM 1 HM - - �� - - 1 11K2 15H1 3'-0 X 7�-0 X 1 3 4" G HM 1 HM - - � 6 - - 1 15H1 SEE SCHEDULE 12K2 10'-0 X 12'-0 SLDG STL - - - - 4 - - 6 MOTOR OPERATOR 12K2 11L2 2-3'-0 X 7'-0 - STL - - - - - - - - - 6 BY WIRE PRTN SUPPLIER 11L2 FOR REINF. $�� 11K1 8'-0 X 10'-0 RS STL - - /4HR - � � - - 6 FUSIBLE LINK 11K1 16K1 12'-0 X 7�-0 - STL - - - - - - - - 6 BY WIRE PRTN SUPPLIER 16K1 (BOT. ONLY) 12K1 10'-0 X 10'-0 SLDG STL - - - - 4 9 - - 6 MOTOR OPERATOR 12K1 � - L1 13K1 3'-0 X 7'-0 X 1 3 4" NG HM 1 HM - - �� - - 1 13K1 �_ �_ �� _ _ , _ M ASON R Y LI N TEL 12L1 3 0 X 7 0 X 1 3 4 G HM 1 HM - 1 12L1 M1K1 3'-0 X 7'-0 X 1 3 4" F HM 1 HM - - � - - 1 LOCATED ON MEZZANINE M1K1 13L1 2' & 3'-0 X 7'-0 X 1 3/4" F/G HM 2 HM - - 6 � - - 23 13L1 11C1 1-3'-0 X 7�-0 X 1 3 4� F HM 1 HM - - 2 - - 1 11C1 4L1 -3'- 7'- 1 3 " G HM 2 HM - - � 6 - - 1 1 1 „ 1C1A 1-2'-0 X 7'-0 X 1 3 4" F HM 1 HM - - - - 1 1C1A 17K1 3'-0 X 7'-0 - S - - - - 6 BY WIRE PRTN SUPPLIER 17K1 8 12C1 3'-0 X 7'-0 X 1 3 4" F HM 1 HM 1/2NR - - - 1 12C1 11M1 2-3'-0 X 7'-0 - STL - - - - - - - - - - 6 BY WIRE PRTN SUPPLIER 11M1 13C1 10�-0 X 10'-0 RS STL - - 1/2HR - 2 S�M � �� - - 6 FUSIBLE LINK 13C1 12M1 2-3'-0 X 7'-0 - STL - - - - - - - - - - 6 BY WIRE PRTN SUPPLIER 12M1 14C1 10'-0 X 10'-0 *RS AL - - - - - _ - - 6 INSTALL PER MFR. SPEC. 14C1 13M1 3'-0 X 7'-0 X 1 3/4" F HM 1 HM 1/2NR - � 6 - - 12 13M1 11D1 3�-0 X 7'-0 X 1 3 4" F HM 1 HM 1/2HR - - - 2 100 PSF PRESSURE RESISTANT 11D1 14M1 3'-0 X 7'-0 X 1 3/4" F HM 1 HM 1/2NR - � 6 - 12 14M1 ao 12D1 3'-0 X 7'-0 X 1 3 4" F HM 1 HM 1/2HR - - - 1 12D1 15M1 3'-0 X 7'-0 X 1 3/4" F HM 1 HM 1/2HR - � - - 12 15M1 � 13D1 10�-0 x 10'-0 RS STL - - 1/2HR - 2 s�M � siM - _ 6 FUSIBLE LINK 13D1 15K1 3'-0 X 7'-0 X 1 3/4" G HM 1 HM - - � 6 - - 1 15K1 � 14D1 10'-0 x 10'-0 *RS AL - - - - - - - - 6 INSTALL PER MFR. SPEC. 14D1 13R4 8'-0 X 10'-0 - - - - - - - - - - - - 6 E B D FABRIC 13R4 � SEE SCHEDULE 15E1 3'-0 X 7'-0 X 1 3 4" F HM 1 HM /4HR - � s - 1 15E1 S14 3'-0 X 7'-0 X 1 3/4" F HM 1 HM - - � 6 11 5 S�4 FOR REINF. 16E1 3'-0 X 7'-0 X 1 3 4" F HM 1 HM 1/2HR - - - 1 16E1 (TOP & BOT.) 17E1 3'-0 X 7'-0 X 1 3 4" F HM 1 HM 1 2HR - - - 1 17E1 W10 8'-0 X 10'-0 RS STL 3 STL - - 2 12 6 MOTOR OPERATOR W10 PRECAST LIf�TE� S5 3'-0 X 7'-0 X 1 3 4" F H M 1 H M - - �M s �� M 5 S 5 S 7 3'-0 X 7'-0 X 1 3/4" G H M 1 H M - - � 6 - - 5 S7 11C2 3'-0 X 7'-0 X 1 3 4" G HM 1 HM - - 6 - - 1 11C2 S8 8'-0 X 10'-0 SLDG STL 3 STL - - 4 - - 6 DETAILS SIMILAR MOTOR OPERATOR) S8 12C2 3'-0 X 7'-0 X 1 3 4" F HM 1 HM 1 2HR - � - - 1 12C2 S9 3'-0 X 7'-0 X 1 3/4" F HM 1 HM - - 6 11 5 S9 11D2 3'-0 X 7'-0 X 1 3 4" F HM 1 HM 1 2HR - 6 - - 1 11D2 S10 8'-0 X 10'-0 SLDG STL 3 STL - - - - 6 DETAILS SIMILAR (MOTOR OPERATOR) S10 12D2 3'-0 X 7'-0 X 1 3 4" F HM 1 HM 1 2HR - �� 6 �� - - 1 12D2 S11 8'-0 X 10'-0 SLDG STL 3 STL - - 4 - - 6 DETAILS SIMILAR MOTOR OPERATOR S11 11E1 12'-0 X 10'-0 SLDG STL - - - - 4 9 - - 6 11E1 S12 3'-0 X 7�-0 X 1 3/4" F HM 1 HM - - 1 11 5 S�2 M ASON R Y OP EN I f�G �I N TE�S 11F2 8�-0 X 10�-0 SLDG STL - - - - 4 - - 6 11F2 M1BB1 NOT USED �gg� MASONRY STRUCTURAL CONCRETE MIN. END 11AF2 3'-0 X 7'-0 F - - - - - - - - - - - 6 BY SLIDING DOOR MFG. 11AF2 M2H1 NOT USED M2H1 OPENING STEEL MEMBER REINF. BEARING 11H1 3'-0 X 7'-0 X 1 3 4" G HM 1 HM - - 6 - - 1 11H1 M1J2 3'-0 X 7'-0 X 1 3/4" F NM 1 HM - - � 6 - _ � M�J2 UP TO 4'-0 L-3 1/2x2 1/2x1/4"SLV 1-#3 4" 4'-0 TO 5'-0 L-3 1 2x3x1 4'�SLV 1- 3 6" 11J2 8'-0 X 12'-0 SLDG STL - - - - 4 - - 6 11J2 M2�2 5'-0 TO 6'-0 L-3 1/ / " # " 13P5 12'-0 x 16'-0 RS STL 4 STL - - 1 6 ETAIL siMit� U WITH EXIS N 13P5 6 M2J1 3'-0 X 7'-0 X 1 3/4" F HM 1 HM - - � 6 - _ � M2J1 /2x3 1/2x1/4 1-#4 6 11 A2 3�-0 X 7'-0 X 1 3 4" NG HM 1 HM - - 1 6 - - 1 � � „ _ _ - 6'-0 TO 7'-0 L-4x3 1/2x5/16"LLV 1-#4 8" 11A2 M1E2 3 -0 X 7 -0 X 1 3 4 F HM 1 HM � 6 - 1 M1E2 7'-0 TO 8'-0 L-5x3 1/2x5/16"LLV 1-#5 8" M1E3 3'-0 X 7'-0 X 1 3 4" F HM 1 HM - - 6 - - 1 M1E3 8'-0 TO 9'-0 L-5x3 1/2x3/8"LLV 1-#6 8" 5D2 3'-0 X 7'-0 X 1 3 4" NG HPPL 1 q� - - - - - - 15 * BY PANEL MANUFACTURER 2D 11M2 3'-0 X 7'-0 - STL 1 HM - - - - - - - - BY WIRE PRTN SUPPLIER 11M2 9'-0 TO 10'-0 L-6x4x3/8"LLV 1-#6 8" 5E2 3'-0 X 7'-0 X 1 3 4" NG HPPL � AL - - - - - - - - 15 � BY PANEL MANUFACTURER 2E 11E4 2-3'-0 X 7'-0 X 1 3 4" NG HM 2 HM 1/2HR - 2 12 10 WITH THRESHOLD 11E4 S 6 8'-0" x 10'-0" RS STL - - - - - - - -- - - 1 cMA — 13 1 o S 6 11A4 14'-0 x 12'-0 HSF ABRIC 4 STL - - - - - - - 6 INSTALL PER MFG. SPECS. 11A4 S 7 12'-0" x 10'-0" RS STL - - - - - - - - � McMAS1ER—CARR 413A14 �sT. o S � 11N4 NOT USED - 11N4 CC1 1 3'-0 X 7�-0 X 1 3/4" H STL 1 STL 1/2HR 12"x16° * - - 1 EXTERIOR MANDOOR *SIM CC1 1 12N4 NOT USED 12N4 �� 2 2-3'-0 X 7'-0 X 1 3 4" I STL 6 STL 1 2HR - # 07 07 - - 1 EXTERIOR DOUBLE DOOR �SIM C1 2 11H5 3'-0 X 7'-0 X 1 3 �4° F HM 1 HM - - � 6 - - 1 11H5 1 BB3 3�-0 X 7'-0 X 1 3 4" SG HM* 1 HM - - 62# 6 62� - - 1 �SIM W/EXP. MTL INSIDE, INSULATED 1 B63 11 G1 3'-0 X 7'-0 X 1 3 4" F HM 1 HM - - 1 6 11 5 11 G1 2BB3 16�-0 X 7�-0 OH STL 7 STL - - � �� - - 6 *I�ISULATED, MOTOR OPERATED 2863 S6 2-4�-0 X 7�-0 X 1 3 4" F HM 5 HM - - t s��. - _ 11 s� 3 S6 11 S2 8'-0 X 8'-0 OH STL 3 STL - - 4 -9 6 MOTOR OPERATOR 11 S2 11E2 3�-0 X 7'-0 X 1 3 4" H HM 1 STL - 12"x24" - 13* � WITH CLOSER 11E2 S13 3'-0 X 7'-0 X 1 3 4" F HM 1 HM - - � 6 � 5 S13 12E2 5�-0 X 8'-0 SLDG STL - - - - 4 � - 6 12E2 E12 3'-0 X 7'-0 X 1 3 4" F HM 1 HM - - � 6 5 E�2 ; � � ' 2BB1 NOT'USED 2BB1 ' I�tE5 3'-0 x 7'-0 x1 3 4" NG HM 1 HM 1 - 2 � - - M1E5 NOT USED ' �I1G5 3'-6 x 7'-0 x1 3 4" NG HM 1 HM 1 - N1G5 M1M2 3'-0 X 7'- X 1 3 4" NG HPPL 1 AL - - * * 13 OWNER SUPPLIED AND INSTALLED MM2 ;� �12G5 2-3'-0 x 7'-0 xl 3 4" F HM 2 HM 1 - 1�2G5 � �13G5 2-4'-0 x 7'-0 x1 3 4" F HM 2 HM 1 - 1�3G5 11N2 4'-0 X 7'-0 - STL - - - - - - - - - - 6 BY WIRE PRTN SUPPLIER 11H2 1�4G5 2-3�-0 x 7�-0 xl 3 4" NG HM 2 Ht� 1 - N4G5 12H2 4'-0 X 7'-0 - STL - - - - - - - - - _ 12H2 �15G5 3'-0 x 7�-0 x1 3 4" NG HM 1 HM 1 - �I5G5 12J2 4'-� X 7'-0 - STL - - - - - - - - - - �11H5 3'-0 x 7'-0 x1 3 4" F HM 1 HM 1 - _ _ _ _ _ _ _ _ _ _ 12J2 � 1�1H5 13J2 4'-0 X 7'-0 STL - 13J2 � 1�2H5 3'-6 x 7�-0 x1 3 4" F HM 1 HM 1 - �12H5 185.1 10'-0 X 14'-0 SLDG STL - - - - 4 s�M s si� - _ g 1B5.1 j I�6H5 2-3'-0 x 7'-0 x1 3 4" NG WD 2 HM 1 - �16H5 11P4 3'-0 X 7'-0 X 1 3 4" NG HM 1 HM - - - - 1 11P4 I�1H5 2-3'-0 x 7'-0 x1 3 4" NG WD 2 HM 1 - I�1H5 11N3 4'-0 x 8'-0 SLDG WM - WM - - - - - - 6 11N3 GENERAL NOTES M1F1 3'-0 X 7'-0 - STL - - - - - - - - - - 6 BY WIRE PRTN SUPPLIER M1F1 1. UNLESS OTHERWISE NOTED, PROVIDE LINTELS OVER ALL OPENINGS � , - M1G1 6'-0 X 7'-0 - STL - - - - - - - - - - 6 BY WIRE PRTN SUPPLIER M1G1 IN MASONRY WALLS ACCORDING TO THIS SCHEDULE AND REFERENCED ; 12E1 10'-0 X 10'-0 SLDG STL - - - - 4 - EXISTING RELOCATE EXISTING 12E1 M2G1 3'-0 X 7'-0 X 1 3 4" F HM 1 HM - � 6 - - 1 M2G1 DETAILS. 13E1 3'-0 X 7'-0 X 1 3 4" G HM 1 HM - - � - 1 13E1 M3G1 3'-0 X 7'-0 - STL - - - - - - - - - 6 BY WIRE PRTN SUPPLIER M3G1 2• LINTELS ARE SCHEDULED FOR EACH 4" OF WALL THICKNESS. IN 4 SIM 9 SII� — � � n _ i� ; 14E1 EXISTING SLDG STL - - - - - 6 EXIST. RELOCATED 14E1 M4G1 3-0 X 7-0 X 1 3 4 F HM 1 HM - - � 6 - 1 M4G1 6 WALL, PROVIDE A PRECAST GREATER REINFORCING. LINTEL WITH 18E1 3'-0 X 7'-0 X 1 3 4" G HM 1 HM - - 6 _ EXIST. TO REMAIN 18E1 12B5.1 3�-0 X 7�-0 „ F - - - - - - - - - - - 6 BY SLIDING DOOR SUPPLIER 12B5.1 50� CONCRETE �i ;i 19E1 3'-0 X 7'-0 X 1 3 4" F NM 1 HM - - 1 19E1 11P5 3-0 X 7-0 X 1 3 4 G HM 1 HM - - 1 6 - - 9 11P5 3• MAKE-UP OF LINTELS IS DETERMINED BY ARCHITECTURAL FINISH �� 12H1 3'-0 X 7'-0 X 1 3 4" F HM 1 HM - - - 1 12H1 E-13 3'-0 X 7'-0 X 1 3 4" G HM 1 HM > > 5 E-13 REQUIREMENTS. FOR EXAMPLE A LINTEL OVER A 5'-6 OPENING IN A �j 13H1 2-2�-6 X 7�-0 X 1 3 4" G HM 1 HM - - - 11 - ' � � - - - - 1 14 - _ �3H1 12P5 3'-0 X 7'-0 X 1 3 4" G HM 1 HM 1 _ � 12 WALL COULD BE EITHER: 12P5 � 14H1 10 -0 X 12 -0 HSF FABRIC 6 INSTALL PER MFR. SPEC. 14H1 M1S3 3'-0 X 7'-0 X 1 3 4" F HM 1 HM 1 6 - _ � a)3- ,L3 „1/2x3 1/2x 1/4"x6'-6 LONG I M1S3 b) 12 x8 MASONRY UNIT (OR PRECAST CONC.) LINTEL WITH 3-#4 ;�� - BOTfOM AND TOP. �� N23 N23 102P3 1�2P3 c)ONE L-3 1/2x3 1/2x 1/4" PLUS 8"x8" MASONRY UNIT (OR i'i 12J8 12J8 M11D9 M11D9 PRECAST CONC.) !I' 13J8 13J8 LINTEL WITH 2-#4 TOP AND BOTTOM. ��! 12H7 12H7 4. SEE DWGS. AND SPECS. FOR OPENING SIZES AND WALL 'II THICKNESSES 1B5.1 1B5.1 ;,� 11 H5 11 H5 5. LINTELS SHALL BE OF LIGHT WEIGHT STRUCTURAL 'i 11K5 11K CONCREfE(F'c=3000 psi) WITH SAME TEXTURE AS CONCRETE I 1N5.1 1N5.1 MASONRY UNITS. ;I 02L4 02L4 ; - � LIMIT DOOR OPERATION HEIGHT TO THE SECOND Z GIRT ; � O1L4 1L4 ABOVE P/C PANEL (IE THE LOWEST GIRT NOT DOMOED). '! 14L2 14L2 '':i 7. SEE SHEET A350 FOR DOOR AND FRAME TYPES. '! 15L2 15L2 ,� 01N3 01N3 ,j 02N3 02N3 � � V ENGINEERS ARCHITECTS �..� j y�M REVISpN BY APPROVED DrATE SYId , REYISION BY APPROVED DATE DRAWN DATE SUBTITLE BELLEvuE. WA r- � ACCEPTABILITY S. ARHEY ].�F).9� CURRENT REVISION SYMBOL DATE � AS RECORD DRAWING 910475 SSOE 2.10.94 E 3D PRINTFR 13377897 RBB FB 4�26�11 , , THIS DESIGN AND/OR HE KE DOOR SCHEDULE 4/26/11 E 11/19/02 0 ; � SPECIFICATION IS APPROVED C. TIMM 12.3.91 �, �o�� APPROVED BY DEPT. DATE C. TIMM �Z.Z.J1 � A ADD ROLL—UP DQOR BAB 4.18.96 � �T� H� N HECKED A351 B FUTURE ROLL—UP DOOR J� 992065 NNH 11.16.99 A. BAILEY 8.28.93 W �P o� B U I LD I fV G 40-56 JOB N0. COMP N0. z C ESRC DIRECTORS CONFERENCE ROOM 110976-74 RMR RBB 10.15.02 110976-30 g D CLEANED DWG TO REMOVE UNNEEDED DWG A352 110976-30 WRL BAO 11/19/02 � ' � � APPROVED ARCHITECTURAL MASTER �ER� �wc No. 40-056-A351 _ _ ,