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2 3 4 5 6 <br /> General Notes-Slab Plans <br /> A. FOUNDATION DETAILS-REFER TO A8.00 SERIES SHEETS. <br /> B. FOOTING SIZES AND LOCATIONS-REFER TO STRUCTURAL DRAWINGS. <br /> C. LOCATE CONCRETE FLOOR SLAB CONSTRUCTION AND CONTROL JOINTS ON <br /> COLUMN GRID LINES IN EACH DIRECTION.LOCATE ADDITIONAL JOINTS AS <br /> SHOWN.CONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING CONTROL <br /> AND EXPANSION JOINT LOCATIONS FOR ARCHITECT/ENGINEER REVIEW PRIOR <br /> TO INSTALLATION. DYKEMAN <br /> D. SLOPE SLAB UNIFORMLY TO FLOOR DRAINS PER PLAN.MAINTAIN SLAB <br /> THICKNESS.ALL MINUS AND PLUS DIMENSIONS GIVEN ON THE SLAB PLAN ARE <br /> TOP OF CONCRETE WITH RESPECT TO THE RELATIVE FINISH FLOOR ELEVATION <br /> OF 0'-0" ARCHITECTURE + DESIGN <br /> E. CONTRACTOR TO VERIFY AND COORDINATE LOCATION OF ALL SLAB <br /> PENETRATIONS,INCLUDING BUT NOT LIMITED TO,FLOOR DRAINS,FLOOR SINKS, <br /> PLUMBING FIXTURES,AND CONDUITS WITH MECHANICAL,PLUMBING,AND <br /> ELECTRICAL DRAWINGS.MAINTAIN INTEGRITY OF THE UNDERSLAB VAPOR - <br /> BARRIER. <br /> E E <br /> • <br /> Q Keynote Legend <br /> 142'-11" • <br /> Key Value Keynote Text <br /> A.3 D E <br /> 1079500.A1 EXPANSION CONTROL JOINT *17E.O.S. 5'-6" 16'-01/2" 18'-,1/2" 10'-0" 12'-81/2" 6'-51/2" V-41/2" 15'-10" 101/2" 14'-111/2" 12'-6" 20'-61/2" ,'-41/2"@E.O.S. <br /> 0 <br /> P I P P P P P u� <br /> D 16 SEE CON-SLAB EDGE DETAIL A5/A8.22 SEE CONIC SLAB EDGE DETAIL A5/A8.22 N PROJECT I• • <br /> D <br /> o I I I I I I <br /> 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_- - -_ - - HOPEWORKS <br /> N I HATCHED AREA INDICATE C7 -IATCHED AREA IND CATE STATION 2 <br /> oD R AISED TOPPING SLAB(4"O 22 RAISED TOPPINGS B(, 04 <br /> N <br /> IGI Q I RD INSUL+3"111-N RIGID INSUL+3"T PING IN <br /> CONIC.)-REFER TO STRUC U / CONC.)-REFER TO S rRUCTURAL Q <br /> W DRAWINGS AND DETAILS O - 4-51/4" DRAWINGS AND GET AILS FOR FOR <br /> WALL TO SLAB CONNECTI / WALL TO SLAB CON ECTIONS. t">, <br /> 98'�4" TOPPING CONIC.TYP tt PER MFR E2 98'-4" TOPPING CONQ(TVP Q HOPEWORKS & <br /> e W I j u A4.61 , <br /> G7 95°°."' @ 95°O.A, w HOUSING HOPE <br /> m I @ DEMISING W / @ DEMISING WALL EN w <br /> 5 / % m AT <br /> z i /j TRASH CHUTE / o <br /> j <br /> O 3315 BROADWAY, <br /> O E/SLAB EDGE DETAILS q1/A8.30 Aa.22 / / z <br /> w I C4/A$22 SEE CONIC SLAB EDGE DETAIUg1/A8.3 <br /> C4/A8.22 N EVERETT, WA <br /> v CS I <br /> A8.22 rYYI y-6" 11 51/4' 2'-53/4" CONFORMED SET <br /> 5'-0" A8.22 SEE CONIC SLAB EDGE DETAIL D4/A$.22 O�"J CEO Ozo � ` <br /> 05/15/2018 <br /> SEE CONIC SLAB EDGE DETAIL Al/A8.30 0 `v a El I <br /> EL .#1 SKYLIGHT ( This drawing s: <br /> AB.zz SHAFT vz" N 9 <br /> C w N 1.Copyright 2017 Dykemn,Inc. C <br /> g co 2.The Architect's Instrumeent of Professional Service. <br /> IM Q 3.For use on this project only.Obtain Architect's <br /> M- - - 4 written permission for any other use or reproduction. <br /> E6 ozo - <br /> A4.55 zo 0 FLOOR I� ¢ ¢ w PROJECT <br /> DRAIN(TYP) \0a w <br /> a �a 2016-025 <br /> I x ELEV. <br /> _ SHAFT w 8. SIM ui • <br /> N a 24'-111/2" w Or <br /> Vi O MARK DATE DESCRIPTION <br /> _ e0 ATCHED AREA INDICATE a N W a _ <br /> Q I RAISED TOPPING SLAB(4" N - - - - 0 m 2'-53/4" 02I08/2018 Bid Set <br /> � I RIGID INSUL.+3"TOPPING Q Q A4.56 - CS 05/14/2018 Conformed Set <br /> 111 GONG)-REFER TO STRUCTU <br /> DRAWINGS AND DETAILS FOR z u- <br /> a T N 1 Q U 27'-81/2" 5'-21/2" O - <br /> 0 N N <br /> ow <br /> m <br /> z@ DEMISING W � 0 3O <br /> 1 1 A$ V Q <br /> / CENTERLINE / A <br /> W i �8'-4"@TOPPING CONIC.TVP O SEE CONIC SLAB EDGEDETAI C4IA8.22 0 <br /> k\ x <br /> r o <br /> 29,_4, 5,-2„ <br /> AT F(ED AREA IN ICATES I / <br /> e O <br /> - RAISED TOPPING LAB(4"OF / A8.30` Z B <br /> I RIGID INSUL.+3" PPING <br /> F CONIC.)-REFER TO TRUCTURAL I w ••• " <br /> /o DRAWINGS AND D TAILS FOR j y <br /> w S. PRINCIPAL IN CHARGE:I TJJ <br /> PROJECT MANAGER: DH <br /> °"�m, SEE CONIC SLAB EDGE DETAILUAI/A$.30� PROJECT ARCHITECT: MS <br /> 1'-a V2" <br /> g JOB CAPTAIN: I GM <br /> m-� 5'-91/2" 25'-61/2" <br /> - <br /> C O u <br /> 00 <br /> 00 I W I m r <br /> w II jmj \A822 / 1.5 <br /> O%� A4.61 <br /> ul - - <br /> EO <br /> 111z, <br /> I � / Aa6o <br /> O zo 6 5/8"FROM GRID G TO E.O.S <br /> w A8.22 <br /> TO G <br /> - - - RID D._ - - - -- - �L - -�- - 60'-0- N <br /> - _ PROM E.O.S. - - - - - - - - - - - - - - - - 0.5 <br /> YWCA _ <br /> SEE DETAIL- SE O,.ED I SEE CONIC SLAB EDGE DETAIL C4/A8.60 <br /> EXISTING A5/A8.22 1/A8.2 DRAWING TITLE: <br /> 13LDG 9'-5" 7'-5314 DETAIL A11A8.22 t t <br /> GONG SLAB EDGE P P P <br /> A R12E 6" CMU wall Below Res.Entry Below SEE P <br /> D.9 A <br /> `J P P Slab Plan - Level 2 <br /> 5'-6" 16'-103/4" 10'-0.. 18'-10" 15'-10" 12'-6" 12'-6" 2'-101/4" 1T-13/4" 14'-0" 22'-10114" 1'-41/2"@EXT EOS <br /> 0"@ EXT F.O.STUD <br /> A.3 <br /> 142'-11" <br /> DRAWING <br /> 0 4' 8' 16' = a <br /> Scale:1/8"=T-0" <br /> Slab Plan- Level 2 ` <br /> 1 2 3 4 5 6 <br />