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LEGEND <br /> N <br /> <. cn- BOARD FORM CONCRETE ow 0 . <br /> � <br /> o) o <br /> Z <br /> a oO N <br /> CONCRETE CURB � °' tn. LL <br /> LPL 5 m <br /> f6 t O <br /> CONCRETE WALL / COLUMN Q Q m c <br /> °gym <br /> r// CMU WALL 00 a cn <br /> U <br /> i • <br /> — 5 1/5" PANDECK <br /> CA) <br /> (B) 0 � ff© \� 0 © 0 O © /� OVERFRAMED TOPPING SLAB <br /> �/ ®CLARK I BARNES <br /> I I I I I / r 1" SLAB DEPRESSION FOR <br /> 200'-1 3/16" ' FLUSH TILE INSTALLATION <br /> 8' 9 1/8" f 6'-3" f 19' 6" t <br /> 28'-6" J 24'-0" 24'-0" 24'-0" k 24'-6" 16'-6" 13' 6" 10'-7 1/16" / <br /> 1 SLOPED SLAB <br /> I I 1 Is, DEPRESSED SLAB <br /> 68'-1 1/2" <br /> 62'-2 1/4" / 61'-�" 10'-7" <br /> a I <br /> r 11 5/8' 1 SLOPE MIN. 1/4" 124.33 A9.03 r , <br /> ' 3 4 3!4 PER 1'-0, TYPICAL ' T.O. CURB N <br /> y <br /> 0 123.50Cahill- ;- <br /> _c trik,---,J , (411 . ,, , , <br /> , _ _ _._ _i <br /> V) <br /> Y (9' N w <br /> 'Q N T.O. CONC B ; o <br /> i`' WALL, TYP ' 126.00 I - `I _ r \ I \\ > O <br /> 4 11 5/8" , T.O. CONC - r , rr ` a' N <br /> PLANTERS cg <br /> 0 - - <br /> TYP ,' ■ \ 0 W <br /> LIJ <br /> tt <br /> © P h rzNr) 1\ i t I / <br /> - - \ �' - - - 1 - LL <br /> ° W <br /> F <br /> 0 <br /> 0 <br /> \ 131.92 122.50 0' ® 4 I, % I v, I I I I 0 I— <br /> T.O. CONC T (V , \ O <br /> W <br /> T B.O. STEP CV i r t i e- > <br /> \ WALL, TYP TYP r / I ICK ti <br /> r v , v b k / v , , r v 0 W <br /> I I I I '-11 ' 7'-7' \\ , 81_0" \ 11 -6" , ,'8,-0r`‘ 11'_6" ' • 8'-0" 7'-7"- 6'-11" I I N <br /> an <br /> N to ��� �c W 'I` ° r III y <br /> 16'-0" 8'-6" <br /> - 26'-6 1/4,. \ to . \ -ia ti T 4 I- I - <br /> N <br /> E. <br /> t_ <br /> .zy <br /> © � — — — — � o-\ - I - - - � �— - - - - ( 4 <br /> -411 1 <br /> kr I I i �\ 22'-614„ ° °O -- 7, re.? z <br /> \ aO <br /> I 91-9" 3' 9" <br /> / / <br /> en v - - \ 1ao <br /> co <br /> o <br /> C - I I I ao ZZl r; I <br /> i . I // <br /> N r co \� 8" M -7' - / 9,_2„ � -6" <br /> N N ., 1 ■ 123.00 • o \/ 21'r0" - I <br /> ap I IN I 20 i 1 /\ 'do 1 ,� <br /> N 6 1/2 <br /> ' N] \\\50 <br /> • " 9 <br /> 1 -� <br /> ® - - A _ r _ <br /> F.. <br /> I <br /> „ „ _.. , _ _ ce <br /> r , ,i, 81-3 1/2" il, 81-6" <br /> 0 in <br /> to <br /> 5 7/8" ;.4'-0"/ 22' B 1/4" / _ - 7 99 <br /> I <br /> / I <br /> I <br /> 6611 <br /> 3!4" I I I REGIST <br /> ' ARCHITECTERED <br /> U.D. a C <br /> NW. SCOTT CLARK <br /> STATE OF WASHINGTON <br /> 1'-4" 19'-6" 4'-0" 19'-6" 4'-6" 191-6" IV-Eli" 28' " <br /> dr/ DATE: 01/25/21 <br /> -3'-6 1/2" 122.50A I I SLOPE MIN. 1/4" I 123.50 l JOB NO. 19 48 <br /> 0 <br /> - I \ - - - - - -0 4- - TYP —0- - - - TYPH - 1 PERMIT NO. B2009 016 <br /> B.O. STEP _ PER 1'-0" TYPICAL T.O. CURB,' v <br /> \� 1 I I I I I I a 1 �5 5/8" E ISIONS.R V <br /> zo sr <br /> t <br /> " DATE DESCRIPTION <br /> ' CV V 1 O1/19/21 PERMIT REV 1 <br /> S 03/12/21 RFI027 <br /> � I T I _ 6 03/17/21 RF1028 <br /> • <br /> 9 - \ - _ L - - - - - - j - - J - / \ 8 03/23/21 RFI034 <br /> T. A� _ _ _ _ _ _ _ _ _ . ( 9 I 9 04/08/21 IFC ADD Ol <br /> \ J 12 05/03/21 RF1047 <br /> <n 123.00 <br /> T.O. CURB iv <br /> TYP • 9.03 <br /> TYP ISSUE: <br /> 76'-10 3/4" 25'-10" / 24'-0" / 24'-6" x 30'-0 3/8" / 10'-6 5/8" / SHORING/EX 05/08/20 <br /> i I I � <br /> PHASE I 06/22/20 <br /> BID PROG SET 07/13/20 <br /> PHASE II 08/31/20 <br /> I I I , I I I GMP 09/30/20 <br /> I PERMIT REV 1 01/19/21 <br /> IFC SET 01/25/21 <br /> aki PERMIT02/19/21 <br /> © O O ED) © CF/ O © O O © FC SET REV 2 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 2 <br /> 2. FIRE RATED WALLS SHALL BE PERMANENTLY IDENTIFIED WITH <br /> STENCILING IN THE FIELD. CITY OF EVERETT <br /> 3. G.C. TO VERIFY REQUIREMENTS OF ALL OWNER FURNISHED ITEMS REVIEWED FOR PERMIT <br /> LEVEL 2 WITH OWNER BEFORE PROCEEDING WITH WORK. <br /> 1 4. CONTRACTOR TO FIELD VERIFY DIMENSIONS OF PLUMBING FIXTURES <br /> (5,1.2 SCALE: 1/8" = 1'-0" 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 A 1 . 23 <br /> 7. SLOPE TO ROOF DRAINS SHALL MEET 1/4" PER 12", TYPICAL. <br /> 8. CHAMFER ALL CONCRETE CORNERS <br />