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I LEGEND <br /> 0 <br /> W <br /> BOARD FORM CONCRETE r <br /> co <br /> ,. CONCRETE CURB �/ <br /> z gg CA <br /> o <br /> LL a' <br /> 'C Cop <br /> c� � o <br /> Q 1� @N <br /> CONCRETE WALL / COLUMN m ro <br /> yr` <br /> Y/7 CMU WALL - (7, c <br /> co <br /> 5 1/5" PANDECK <br /> • <br /> 0 O ( 0 0 0 0 0 0 0 /� OVERFRAMED TOPPING SLAB <br /> 1" SLAB DEPRESSION FOR ®CL4RKIRARNES <br /> 200' 1 3/16" FLUSH TILE INSTALLATION <br /> , - -- I I I I <br /> 8'-9 1/8" 6' 3" 19'-6" 28'-6" 24'-0" 24'-0" dr, 24'-0" 24'-0" 16'-6" 13' 6" t 10'-7 1/16" / SLOPED SLAB <br /> t t I t t t <br /> 't DEPRESSED SLAB <br /> 23'-1 3/4" / 21 ••8 I 122'-2 3/8" I I 122'-4" I 10'-9" <br /> / / / <br /> ,y 20'- " OPENING <br /> a CONFIRM OPNG SIZE WITH OH DR1UF.I I I I . 101.151 3/4" T- <br /> - _ — - - - — - — — — — � - - - _ 1- rL - - <br /> 0 Wit <br /> 1 --5._9" 6 5/8� - 6 1/4" l / / \ 4 in J W <br /> <9 I �� \\ \ <br /> 4 I .1 W <br /> I L _ „ <br /> - j A N I LL JI 09 <br /> N / 7 <br /> I I I I— — — — — — — — — -- — — — — — — — — — —4 IL --Ik- I 41:7 • 7- <br /> / I LL.4Y <br /> I- <br /> / 60 i© - - \ \ <br /> TRENCH DRAIN, <br /> • <br /> PER PLUMBING <br /> 4 98.42 O W <br /> n <br /> I I N <br /> 9 I o <br /> N . <br /> I I I I` <br /> ?X 0� 28' 6 1/4" I / /g 21'-0" 6'-0" N <br /> 4'-8" 4'-0" / / -2 / <br /> 1OPNG� GARAGE EXHAUSTI <br /> a GARAGE EXHAUST <br /> �- - - -I _ `P\ OPENING ABOVE 17 — - - - (4) <br /> © v �x� OPENING ABOVE tt.. - - I— N — — — — — — <br /> Zo <br /> ' T-10" 9'-2" °O MECHANICAL CHASES 9,-9 ' <br /> I <br /> — I OPENING ABOVE 2 <br /> FD rvI <br /> `'' "v I ' PROVIDE (2) SUMP PIT WELL I 8 <br /> o FOR EMERGENCY USE; 93.42 M i X <br /> c I ❑O 10'-1" <br /> N 18"X18"X18" W/ FLUSH <br /> r N En MOUNTED STEEL GRATE I Nool NIL <br /> - <br /> COVER. COORDINATE I "ao b <br /> PLUMBING AND LOCATION OF SUMP HOLE IN I I <br /> 4 ELECTRICAL CHASE! PIT WITH ELEVATOR 0 <br /> o OPENING ABOVE I 9EQUIPMENT MANUFACTURER. I q • <br /> I <br /> co r <br /> — <br /> ii, i /4' 0"� 22' 6 1/4" �, 8'-3 1/2" 8' 6" / L <br /> \ - �\____, <br /> 0 _ _;,40%._ <br /> - - � - T- - - - I - - - , - - __ - - _ - - - � - � I ; 7\ <br /> / 9,-9„ X / <br /> I 6611 y <br /> � REGISTERED <br /> ARCHITECT <br /> ED - GARAGE EXHAUST I �N <br /> • <br /> PLUMBING CHASEI <br /> x ✓— OPENING ABOVE 98.42 <br /> W <br /> score nR" <br /> STATE OF WASHINaGTON <br /> � <br /> Fo OPENING ABOVE \ <br /> 14'-10 1/2" I` i 14' 10" <br /> 6 1/2"/ T O _2dI <br /> DATE: 01/25/21 <br /> e _ - - I� ill <br /> - - - - , - - - - r / PN - - ( JOB NO. 19-48 <br /> ift± <br /> PERMIT N0.62006-044 <br /> - -� - <br /> , - - 1 �6 B2009-016 <br /> c94 0 I / a REVISIONS: <br /> \ DATE DESCRIPTION <br /> co <br /> c? ? PLUMBING CHASE <br /> OPENING ABOVE I <br /> I I <br /> _I I_ _ - - �' °J _ �_ - - - IL _. t <br /> Zo — <br /> 4 9 <br /> I i <br /> I I 190'-0" I <br /> M <br /> 1 <br /> � ISSUE: <br /> I 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 I GMP 09/30/20 <br /> PERMIT REV 1 01/19/21 <br /> IFC SET 01/25/21 • <br /> C © U © © O © O O © PERMIT REV 2 02/19/21 <br /> \, J IFC SET 02/19/21 <br /> PERMIT REV 3 05/26/21 <br /> GENERAL SLAB PLAN NOTES: <br /> SLAB PLAN - <br /> 1. ALL REQUIRED SLEEVES IN PT DECK TO BE COORDINATED WITH MEP PARKING <br /> SUB CONTRACTOR. <br /> 2. FIRE RATED WALLS SHALL BE PERMANENTLY IDENTIFIED WITH LEVEL 1 <br /> STENCILING IN THE FIELD. <br /> 3. G.C. TO VERIFY REQUIREMENTS OF ALL OWNER FURNISHED ITEMS <br /> PARKING LEVEL P1 CITY OF EVERETT <br /> 4. CONTRACTOR TO FIELD VERIFY DIMENSIONS I OF PLUMBING FIXTURES REVIEWED FOR PERMIT <br /> 1/4_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 . 21 <br /> 7. SLOPE TO ROOF DRAINS SHALL MEET 1/4" PER 12", TYPICAL. <br /> 8. CHAMFER ALL CONCRETE CORNERS <br />