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• <br /> LEGEND <br /> 4. <br /> BOARD FORM CONCRETE W r CO <br /> w N r <br /> � eD <br /> z -0 0 N <br /> CONCRETE CURB aa� vhLL <br /> N t 2 <br /> CNN <br /> CONCRETE WALL / COLUMN < < ; g U <br /> °' o I co <br /> K/A CMU WALL J W v tl N <br /> m•••I 5 1/5" PANDECK <br /> U r � F <br /> �� 1MEM! <br /> A CB) © D © r J �G) �� ® 0 <br /> 00 j� OVERFRAMED TOPPING SLAB <br /> ~~// I 1" SLAB DEPRESSION FOR ©CLARK I BARNES <br /> 200'-1 3/16" I FLUSH TILE INSTALLATION <br /> / I I I I / <br /> 8'-9 1/8" 6' 3" 19'-6" X 28' 6" 24'-0" k 24' 0" 24'-0" I- 24'-6" 16'-6" 13'-6" 10'-7 1/16"/ it / <br /> ( SLOPED SLAB <br /> "1., DEPRESSED SLAB <br /> I <br /> N - <br /> / 10'-7" / <br /> 1'-0" S_7" I 6'-2 1/4" `= Et <br /> ' 9 -// / 5 1/4" w <br /> - cD —�� r <br /> O - - C3� `I 1' gh' 5' 9" g 5/8" I ` -7^ W <br /> X T , <br /> N • W <br /> > <br /> I co <br /> 1 I W < E <br /> r' I I I I I I 1 I I I d' N <br /> 1 - - - - 1 2- - - 1 W <br /> I u- <br /> © H773 U Uw <br /> O <br /> N � W <br /> L.f� O > <br /> 4 <br /> CD W <br /> 3 1/2" <br /> N <br /> 1:? • I I I r <br /> 2. 9 19" 6' 9 1/2" . <br /> ¢'-91/2'X 17'-0" / 8'-6" je p ` <br /> kr <br /> \ Eli <br /> L <br /> �. 26'-61/4" 0 <br /> r1 er <br /> \ v <br /> -, _ <br /> I x I, °Q Z '� 9'-9" i <br /> � co i17-0 a <br /> - 22'-6 1/4 ` 0 1'-0 1!2" <br /> to <br /> 9 <br /> m I I ooii ; I I F. I I \ / I f. I I v <br /> Cr) �, - v I I 8" b 1 \7'-10"/ I 9'-2" o <br /> O r N \ J p" M \ / I (�j <br /> r I} <br /> N In ' r Q \/ 2 I'r0" o <br /> N IN � I P to m /\ I ' <br /> t11_0" 9X / \ <br /> g. <br /> 6 <br /> "(6 - L - - - \ ). - - - - - - - I. 8' 3 1/2" 8'-6" - - - -- �6 <br /> T X / <br /> /1/4' 0"/ 22' 6 1/4" i,/ 9'-9.. (r in <br /> i <br /> 6611 <br /> I I ) \ REGISTERED <br /> ARCHITECT <br /> m <br /> • 4 <br /> 132.67 U.37 SCE C <br /> CV <br /> CV I I I I I I I I I i <br /> STATE OF WASHINGTON <br /> DATE: 01/25/21 <br /> / ' I I I I I I JOB NO. 19-48 <br /> 1'-0 1/2 5 5/8 3 1/2 Th PERMIT NO.B2006-044 <br /> - \ - I \ - - - - - - - 111— - - - Hili - - a - - - , $ REVISIONS: B2009-016 <br /> A <br /> op ' - I DATE DESCRIPTION <br /> M <br /> 1 01/19/21 PERMIT REV 1 <br /> I M 2'-7" I .I 5 03/12/21 RFI 027 <br /> T I i I I I I TYP� II 8'-5 3/4" I I I <br /> .r 9 04/08/21 IFC ADD 01 <br /> TYP 12 05032/ / 1 RFI 047 <br /> g - - - � _ - - - - - - - - - - - - - - - - • - • - - - - - - - - - - - - - -4 <br /> 9 <br /> ISSUE: <br /> I 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 /> A1 i 7- <br /> LC)C� D CO ® 0 0 O C <br /> w \_- ' J , <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 3 <br /> 2. FIRE RATED WALLS SHALL BE PERMANENTLY IDENTIFIED WITH <br /> STENCILING IN THE FIELD. <br /> f 3. G.C. TO VERIFY REQUIREMENTS OF ALL OWNER FURNISHED ITEMS CITY OF EVERETT • <br /> a LEVEL 3 4. WITH OWNER BEFORE PROCEEDING WITH WORK. <br /> CONTRACTOR TO FIELD VERIFY DIMENSIONS OF PLUMBING FIXTURES REVIEWED FOR PERMIT <br /> �I VS PARTITION TYPES (WALL THICKNESSES VARY WITH SHEARWALLS) <br /> `� SCALE: 1/8" = 1'-0" 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 Al . 24 <br /> 7. SLOPE TO ROOF DRAINS SHALL MEET 1/4" PER 12", TYPICAL. <br /> 8. CHAMFER ALL CONCRETE CORNERS <br />