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• <br /> I <br /> LEGEND <br /> F2 ! <br /> 1 BOARD FORM CONCRETE 22 c.73 N <br /> z � � o <br /> -p N <br /> �/ � �LL <br /> CONCRETE CURB L_L_ `t .c ao <br /> 63 L 0 <br /> CONCRETE WALL / COLUMN < °' E ro <br /> _� - `° <br /> CO O N N <br /> • <br /> CMU WALL W ? cal E-= <br /> U <br /> I■ - 5 1/5" PANDECK <br /> I. <br /> - <br /> A B O 0 (i 0 0 0 0 0 �� OVERFRAMED TOPPING SLAB <br /> ®CLARK I BARNES <br /> 200'-1 3/16" 1" SLAB DEPRESSION FOR <br /> I I • I I / FLUSH TILE INSTALLATION <br /> I8'-9 1/8" , 6'-3" , 19'-0" �- 28' 6" I 24'-0" 24'-0" 24'-0" 24'-6" 16' 6" 13'-6" 10'-7 1/16" <br /> /I( t t t t SLOPED SLAB <br /> I i "t, DEPRESSED SLAB <br /> I I I I I j <br /> CC <br /> I I I <br /> \ ih\ __ 4?,— . _ .— 5 1/4" UJ <br /> r— <br /> I I I IJ <br /> I N <br /> 1'-01/2' # I .1 <br /> 3 1/2" �I W <br /> M O <br /> I I ! I I I I I I I I <br /> 4 — —%r I L - - - _ - - - - - - - _ w <br /> 0 - c.4. i -1 0 0 <br /> LL1-- <br /> o w <br /> I I I I I I I I I I I ° w> <br /> I- W <br /> I I I N <br /> in <br /> 2'29 1," 6'-9 1/211k \ <br /> I I I I o ,5'-9 1/2"y I 17'-0" y 8'-6" I' I 2 0% I n 1 <br /> \ l .T V <br /> 4'-0" 22'-61/4" % r - — — — _ - — - -1- <br /> i <br /> 0 - iiN- !"' J [- - - , - - --- - - <br /> i - - - <br /> I I co <br /> tar <br /> 91-D11 8L6.,r <br /> En <br /> I;I g \ /4 N ! \t4' °";11.oh1 <br /> Eo /\ <br /> \ SO / \tip 1 <br /> in <br /> 6 <br /> -' l / I \ <br /> - \ 4'4- <br /> ci <br /> co ire> <br /> to <br /> N 1 <br /> co <br /> • <br /> 6611 <br /> I I I I I l` REGISTERED <br /> y ARCHITECT <br /> o� 142.674 U.'. C - <br /> N ' ' W. SCOTr CLANK <br /> I I STATE OF WASHINGTON <br /> 1 <br /> DATE: 01/25/21 <br /> I I I I <br /> —N, I NO. <br /> NO. <br /> Q - - - I -1'-0 1/2" - - - - - - - - - - - - - - - - - - `3 1/2" <br /> N o PERMITB200662009-044 016 <br /> I > REVISIONS: <br /> Nr I- I <br /> I <br /> co • <br /> e� \ } I DATE DESCRIPTION <br /> La <br /> 2'-7" - 1 01/19/21 PERMIT REV 1 <br /> I I IYP—N 8'-5 3/4"9 4_NcI I 9 04/08/21 IFC ADD 01 <br /> • NP <br /> \ m + ,- - - - - - - - - - - - - - - - - - - - - . - - _ - _ _ _- - _ - _ - _- . _ - _- - - - _ - __ - - - - - - - 9 <br /> r <br /> ISSUE: <br /> I I I SHORING/EX 05/08/20 <br /> PHASE I 06/22/20 <br /> BID PROG SET 07/13/20 <br /> PHASE II 08/31/20 <br /> I GMP 09/30/20 <br /> PERMIT REV 1 01/19/21 <br /> IFC SET 01/25/21 <br /> C <br /> 7- `,\B 0 D 0 0 O H 0 0 0 <br /> IFC SET 02/19/21 <br /> PERMIT REV 3 05/26/21 <br /> GENERAL SLAB PLAN NOTES: <br /> 1. ALL REQUIRED SLEEVES IN PT DECK TO BE COORDINATED WITH MEP SLAB PLAN - <br /> SUB CONTRACTOR. LEVEL 4 <br /> 2. FIRE RATED WALLS SHALL BE PERMANENTLY IDENTIFIED WITH <br /> STENCILING IN THE FIELD. <br /> 3. G.C. TO VERIFY REQUIREMENTS OF ALL OWNER FURNISHED ITEMS <br /> WITH OWNER BEFORE WORK. CITYLEVEL 4 4. CONTRACTOR TO FIELD VEORIFY CEEDING DI ENSITH IONS OF PLUMBING FIXTURES REVIEWE F EVERETT <br /> Al .2D FOR PERMIT <br /> SCALE: 1/8" = 1'-D" VS PARTITION TYPES (WALL THICKNESSES VARY WITH SHEARWALLS) <br /> BEFORE COMMENCING FRAMING. SHEET NO: <br /> 5. CONTRACTOR TO VERIFY ALL DIMENSIONS W/ MANUFACTURER ON <br /> FIXTURES AND EQUIPMENT SUPPLIED PRIOR TO CONSTRUCTION. <br /> 6. CONTRACTOR TO VERIFY EXISTING GRADES AND COORDINATE WITH <br /> T.O. SHORING WALL LOCATIONS A1 . 25 <br /> 7. SLOPE TO ROOF DRAINS SHALL MEET 1/4" PER 12", TYPICAL. <br /> 8. CHAMFER ALL CONCRETE CORNERS <br />