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3003 W CASINO RD 2011 BLDG 40-56 Plans 2022-11-23
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3003 W CASINO RD 2011 BLDG 40-56 Plans 2022-11-23
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Last modified
11/23/2022 2:49:50 PM
Creation date
3/14/2019 1:14:17 PM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-56
Permit
B1106-018
Year To
2011
Notes
REPLACE DOORS
Address Document Type
Plans
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i <br /> MASONRY LINTELS � <br /> R OOM FI N I SH LEGEN D <br /> DDOR FRAME TYPES ' <br /> KEY �oaz �A��a�s K�r WALL MATERIALS ,° INSULATED GLASS, LOCATE M ASON R Y OP EN I N G LI N TELS � <br /> F1 CONCRETE FLOOR Wl CONCRETE BLOCK - PAINTED VISION PANEL AS REQD BY <br /> - NING AGENCY MASN NG STEEL MEMBER C�REINF.� BIEARING <br /> F2 CONCRETE WITH HARDENER W2 PRECAST CONCRETE PAINTED LOCAL GOVER OPE <br /> F3 CONCRETE WITH SPECIAL COATING W3 METAL SIDING PANELS UP TO 4'-0 L-3 1/2x2 1/4x1/4"S�V 1-#3 4" <br /> F4 CARPET W4 DEMOUNTABLE WALLBOARD PANELS VISION PANELS WIRE 4'-0 TO 5'-0 L-3 1/2x3x1/4°SLV 1-#3 6" <br /> F5 RESIUENT / VINYL <br /> FLOORING W5 GYPSUM WALLBOARD - PAINTED 6" g" MESH 5�-0 TO 6'-o L-3 1/2x3 1/2x1/4" 1-#4 6� <br /> � W6 GYPSUM WALLBOARD / CERAMIC TILE S� �� 6'-0 TO 7'_0 L-4x3 1/2x5/15"LLV 1-#4 8" <br /> F6 WOOD FLOORIN `� <br /> E W7 GYPSUM WALLBOARD WITH PLYWOOD WAINSCOT 7'_0 TO 8' 0 L-5x3 1/2x5/16"LLV 1—#5 8 <br /> F7 CERAMIC TIL a � „ <br /> W8 CERAMIC TILE o 8' 0 TO 9'-0 L-5x3 1/2x3/8"LLV 1-� 8 <br /> F8 COMPUTER RAISED FLOORING � � � �, 8„ <br /> W9 WIRE MESH PARTITION � 9'-0 TO 10'-0 L-6x4x3/8"LLV 1-#6 <br /> F9 RUBBER FLOORING � <br /> W10 EXPOSED VINYL FACED INSULATION N <br /> KEY WALL BASE MATERIALS W11 GLASS / WINDOWS O 1'-0 RS � 0 � FILL WITH <br /> B1 CONCRETE WITH SPEC <br /> IAL COATING � � O O O O � STRUCTURAL CONCRETE <br /> 62 4" RESILIENT / VINYL COVED BASE KEY CEIUNG I�ATERIALS 8 <br /> C1 EXPOSED STRUCTURE ABOVE DOOR TYPES <br /> B3 WOOD BASE (WAINSCOTS) _ <br /> B4 CERAMIC TILE C2 GYPSUM WALLBOARD CEILING <br /> C3 2' x 2' SUSPENDED ACOUSTICAL CEILING � <br /> � <br /> C4 2' x 4' SUSPENDED ACOUSTICAL CEILiNG � � . . `" ' <br /> ,� °o <br /> � <br /> � <br /> � � s� SEE SCHEDULE � <br /> FOR REINF. g° ' SEE SCHEDULE <br /> R 0 0 M F I N I S H N 0 TE S (BOT. ONLY) FOR REINF. <br /> (TOP & BOT.) <br /> 1.) ALL NEW GWB WALLS SHALL BE TAPED, FINISHED, AND PAINTED. � <br /> 2.) ALL EXISTING GWB WALLS SHALL BE REPAIRED AND PATCHED . . . . . M ASO N R Y LI N TEL P R EC AS T LI N TEL <br /> PRIOR TO PAINTING. O 0 O O O <br /> REMOVABLE TRANSOM PANEL <br /> & REMOVABLE DOOR HEAD <br /> `i STEEL TUBES <br /> sTm � SEE STRUCT. <br /> sNns DWGS. <br /> GENERAL NOTES <br /> 9 'o �� 1. UNLESS OTHERWISE NOTED, PROVIDE LINTELS OVER ALL OPENINGS IN MASONRY WALLS <br /> � � aQ Q O ACCORDING TO THIS SCHEDULE AND REFERENCED DETAILS. <br /> . 5� OLD #'S 6� OLD #�S 7O <br /> 2. LINTELS ARE SCHEDULED FOR EACH 4" OF WALL THICKNESS. IN 6" WALL, PROVIDE A <br /> FRAME TYPES PRECAST GREATER REINFORCING. LINTEL WITH 50� CONCRETE. <br /> H A R D WA R E G R 0 U P S I N I S H LE G E N D 3. MAKE-UP OF LINTELS IS DEfERMINED BY ARCHITECTURAL FINISH REQUIREMENTS. FOR <br /> D 0 0 R M A TE R I A L F EXAMPLL- A LINTEL OVER A 5'-6 OPENING IN A 12" WALL COULD BE EITHER: <br /> HGO KEY MATERIAL KEY MATERIAL KEY MATERIAL <br /> EXISTING HARDWARE - NO CHANGE ETR EXISTING TO REMAIN P��iti�T PAINT A.) 3 - L3 1/2x3 1/2x1/4"x6'-6" LONG <br /> HG1 HM HOLLOW METAL FAC _FACTORY B.) 12"x8" MASONRY UNIT (OR PRECAST CONC.) LINTEL WITH 3-#4 <br /> DEMOUNTABLE WALL CONTRACTOR TO SUPPLY STANDARD (BOEING) FR FIRE-RATED FRAME GL GLASS / METAL BOTTOM AND TOP. <br /> DOOR HARDWARE FOR DEMOUNTABLE WALL DOORS. - C.) ONE L3 1/2x3 1/2x 1/4" PLUS 8"x8" MASONRY UNIT (OR <br /> M METAL PL PLASTIC <br /> HG23 W WOOD __ G�NC CONCRETE PRECAST CONC.) LINTEL WITH 2-#4 TOP AND BOTTOM. <br /> HG18 - <br /> 1 1/2 PR BUTTS HAGER 179 4-1/2 X 4-1/2 US26D FLUSH BOLTS �S IVESE25$79 4-1�2 X 4-1/2 US26D H�pL HIGH PRESSURE PLASTIC LAM. VENEER PM PRESSED METAL 4. SEE DWGS. AND SPECS. FOR OPENING SIZES AND WALL THICKNESSES <br /> LOCKSEf YALE 8707 AUR US26D AL ALUMINUM <br /> ' DOOR SEAL PEMKO S88D KICK P!ATE 2'-0" X 10" SS <br /> STRIKE YALE # 497 5. LINTELS SHALL BE OF LIGHT WEIGHT STRUCTURAL CONCREfE (F'c=3000 psi) WITH SAME <br /> DOOR STOP IVES #4 1/2 US26 D O�R N Q�TE S TEXTURE AS CONCRETE MASONRY UNITS. <br /> HG19 ALL NARDWARE SHALL COMPLY WITH WASHINGTON BARRIER FREE CODE. 6. USE R&S DOOR EQUIPMENT AND HARDWARE WITH DAVIS DOOR INC. INSTALLATION. <br /> 1 1/2 PR BUTTS HAGER 179 4-1/2 X 4-1/2 US26D <br /> LOCKSET YALE 5407 AUR US26D ADJUST CLOSER, ADD SMOKE GASKET AND PAINT. <br /> YALE 4400 BF-DA AL 7. STRUCTURAL STEEL PAINTING: APPLY ONE (1) COAT OF RUST-INHIBITATIVE OXIDE PRIMER. <br /> CLOSER PAINT ONLY. APPLY TWO (2) COATS OF COMPATIBLE WHITE ENAMEL N0. 8-580 TINTED TO CHAR-BROWN <br /> DOOR SEAL PEMKO S88D <br /> DOOR STOP IVES #4 1/2 US26 DOOR REMARKS N0.63B89. USE PRESERVATIVE PAINT C0. PAINT. <br /> HOLD PEMKO 271A � <br /> THRES A = INSULATED � <br /> 8 LIMIT DOOR OPERATION HEIGHT TO THE SECOND "Z" GIRT ABOVE P/C/ PANEL IE: THE <br /> HG20 B = HIGH SPEED 42"/SEC. LOWEST GIRT NOT DOMOED). <br /> — 6D PLUS WEATHERSTRIP <br /> 3 PR BUTTS HAGER 179 4-1/2 X 4 1/2 US2 <br /> LOCKSET YALE 8707 AUR US26D C — HIGH CYCLE <br /> FLUSH BOLTS IVES 258 D - VISION PANEL <br /> CLOSER YALE 4400 BF-DA AL E — MOTOR OPERATOR <br /> DOOR SEAL PEMKO S88D F — MANUAL <br /> DOOR STOP IVES #4 1/2 US26 . G = 100 PSF PRESSURE <br /> THRESHOLD PEMKO 271A RESISTANT <br /> PR ASTRAGAL PEMKO #297-A-V . . H = F�ISIBLE LINK , . . <br /> J = BY FREEZER MANUFACTURER <br /> HG21 L = BY WIRE MESH <br /> HINGES TO BE SUPPLIED BY WALL CONTRACTOR MANUFACTURER <br /> LOCKSET YALE 5405 AUR US26D <br /> CLOSER YALE 4400 BF-DA AL <br /> DOOR SEAL PEMKO S88D <br /> DOOR STOP IVES #4 1/2 US26 <br /> HG22 <br /> HINGLES TO BE SUPPLIED BY WALL CONTRACTOR <br /> LOCKSET VON DUPRIN 9927 SURFACE MOUNTED VERTICAL <br /> ROD DEVICE <br /> VON DUPRIN E9975 24VDC 3' FSE MORTISE <br /> LOCK DEVICE <br /> DOOR HANDLE VON DUPRIN 996L-M LEVER HANDLE TRIM <br /> CLOSER YALE 4400 BF-DA AL <br /> DOOR SEAL PEMKO S88D <br /> DOOR STOP PAIR OF IVES #4 1/2 US26 i <br /> PR ASTRAGAL PEMKO #297-A-V � <br /> COORDINATOR IVES COR52 COODINATOR I�' <br /> :� <br /> ;; <br /> � . � <br /> a <br /> ,, � <br /> N <br /> ; i0 <br /> 'I r <br /> `.� � <br /> DRAWN DATE SU6TITLE CURRENT REVISION SYMBOL DATE ' o <br /> ��� a,,� �M RE111SI ON B Y A P P R O V E D o A� ACCEPTABILITY RH ROGALSKI 04.14.05 1 3 3 7 7 8 9 7 � 08.10.06 �. <br /> SYM R�+ � THIS DESIGNS APPROVED R. BERLIEN 04.14.05 F I N I S H & D O�R S C H E D U L E S - G E N E R A L SHEET � <br /> A NEW UPDATED FlNISH & DOOR SCHEDULES RMR RBB 04.14.05 f EAR / ITAR 40-56 557773-22 RMR RMR 08.10.06 SPECIFlCATION N TITLE <br /> 13377897 RBB FB 4/26/11 � APPROVED BY DEPT. DATE R. ROGALSKI 04.14.05 EAR / ITAR 40-56 �350 <br /> 56746-00 RMR RMR 10.28.05 G 30 PRiNTER BOE,,�� � <br /> B 40-56 EDRC � <br /> 5 R BERLIEN 04.14.05 B U I LD I N G 40-056 �oe No. COMP N0. o <br /> C 40-56 EDRC - REVISION 556746-00 RI�R RBB 12.01.05 APPR V <br /> 557773-2 � <br /> D 40-56 EDRC - PHASE II 565563-01 RMR RBB 02.23.06 APPROVED DWG N0. <br /> ARCHITECTURAL MASTER EVERETf, WA 40-056—A350 <br /> E 40-56 EDRC - PHASE II - REVISION 565563-01 RMR RMR 06.05.06 <br />
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