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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. . 4 <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 /> Keynote Legend <br /> Key Value Keynote Text <br /> PROPERTY LINE A G K L <br /> 142'-11" 63'-10" <br /> 7 19/32"@ PROPERTY LINE <br /> VERIFY <br /> I I I <br /> A.3 6 C D E F H 6467 REGISTERED <br /> w E.O.S. 5'-6" 15'-4" 24'-0" 24'-0" 26'-1• 24'-0" 24'-0" 6'-0" 16'-0" 11 25'-10" �g_p" 11"@E.O.S. ARCHITECT <br /> Z_ <br /> > 10,-p^ 6"@ E.O.S. 5"SESMIC GAP PER STRUCT. <br /> F BETWEEN E.O.S. TI D Y J SAT OF WASH <br /> EWETT <br /> 0' II H GTON <br /> it <br /> a s' PT Gonc Slab M0 ck(Parking Area) Mtl deck(Parking Area) <br /> 2" 4' 10" tle- - <br /> o_> SEE CONIC SLAB EDGE DETAIL A3/A8.20a SEE CONIC SLAB EDGE DETAIL A6/A8.21 <br /> D Ds PROJECT IDENTIFICATION: <br /> • D <br /> PROPERTY LINE <br /> HOPEWORKS <br /> 6 - - - - - - - - - - - -- - - - - - - - - - - - - - - I _ <br /> w I a1 <br /> o I �I I I STATION <br /> 2 <br /> ,-6 6" FOR-54A F � _ FD:PER MFR - -—-—-— <br /> w 67„6" I HOPEWORKS & <br /> I <br /> HOUSING HOPE <br /> %-'� � <br /> AT <br /> SHAFT FOR <br /> TRASH CHUTE 3315 BROADWAY, <br /> 83.83'@ T.O.STRUCT.SLAB <br /> 6"@EOB �,w '�� 1 EVERETT, WA <br /> I 8'-7" F.D. C6 F.D. I - <br /> A6 --------- CONFORMED SET <br /> c� — . ` <br /> A8.21 <br /> CLR HOISTWAY L ,I <br /> A4.55 i I <br /> io _ '�� I I I 05/15/2018 <br /> 0 <br /> o <br /> 0 o0 w 00 <br /> ELEV. = N /O a <br /> SHAFT a r- r 11,/z" a'-s a-71/2" m�n w O w This drawing is: <br /> C _ - _ Q �.F d g,_8" 5„ ¢ Q 4., ,.Copyright 2017 Dykeman,Inc. C <br /> to 2.The Architect's Instrument of Professional Service. <br /> r O d�.Z Of CLR HOISTWAY - - - ¢ - _ - -_ _ --Q - _ = 4 3.For use on this project only.Obtain Architect's <br /> 4 - — - - - - - - (V W a.0 W -� - F - - -w - written permission for any other use or reproduction. <br /> -f]�Utl s w <br /> 4"SLAB -- A4.56 ;csPROJECT <br /> 83.83' DEPRESSION w w° w <br /> PER FS4.1 --- 5 p+@ GRID D. 83.83' mCoWIO I 2016-025 <br /> Vra. ELEV. a w <br /> �� ® © SHAFT o o F.D ------�—----- D Om I • <br /> r' w w <br /> 84.17 w i I <br /> u, i I I <br /> Q MARK DATE DESCRIPTION <br /> Eo <br /> / `C <br /> O /QQ <br /> z 0 L a I ovos zo18 Bid set <br /> IL LU •_1• ® w �' I ADD#1 02/22/2018 Addendum#1 <br /> O m TRENCH DRAIN COORDINATE FLOOR SINK,TRENCH <br /> PER FS4.1 DRAIN,AND FLOOR DRAIN LOCATIONS M 83.13'(TYP)RIDGE @ T.O STRUCT.SLAB <br /> W/FOOD SERVICE DRAWINGS(TYP.) <br /> 83.83'T.O.CONIC.WALL io <br /> 1 ALIGN I <br /> - - - <br /> 3 I ALIGN <br /> I I <br /> TRENCH DRAIN PER FS4.1 <br /> I I I I 84.17 � <br /> 82.7'(TYP)F.D.@ T.O STRUCT. LAB <br /> O FD i <br /> -----+---—- <br /> 83.83' \I <br /> F.D. <br /> I <br /> 10'-71/4" @ 77 <br /> D3 " <br /> 8.20 I • <br /> 5'-0"@ EOS 8 FO CONIC WALL 6"FROM EOS TO <br /> O PRINCIPAL IN CHARGE:I TJJ <br /> w <br /> PROJECTMANAGER: I DH <br /> o <br /> w I @ A, I PROJECT ARCHITECT:I MS <br /> Co <br /> k, @ m A821 - JOB CAPTAIN: I GM <br /> 82.96'@ T.O.STRUCT.SLAB <br /> ww I 84'-2" TOPPING CONC.(TYP) 83 41/4" F @ 82a <br /> ro <br /> w t7 N 4"CONC.TOPPING SLAB ABOVE <br /> to 2w ¢ o SEEVIEW 1/A1.1t I� <br /> m <br /> ,6 Q w FOR T.O.TOPPING SLAB ELEVATIONS <br /> o3/4' <br /> - 10,_O,. 83.83' - - - - - - <br /> �� <br /> K w <br /> 82.28'@ T.O.STRUCT.SLAB I <br /> - - - - - - - - - - - - - <br /> - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -82.28' - - - <br /> � <br /> D5 Ds HOPEWORKS STATION DRAWING <br /> YWCA 7s/8"@EOS 8.zo 8.2o EXISTING BUILDING <br /> EXISTING R,zE 103/8" <br /> A BLDG U 9'-55/8" A <br /> 5'-6" 15'-4" 24'-0" 24' 0" 26'-1• 24'-0" 24'-0" 6'-0" 16'-0" 25'-10" 16'-0" 6'-8" <br /> Slab Plan - Level 1 <br /> 8"@PROPERTY LINE <br /> II A.3 B C D E F H I J K <br /> 142'-11" 70'-6" <br /> A G L g <br /> BROADWAY <br /> Slab Plan-Level 1 , <br /> 1/8' 0 4' 8' 16, <br /> H <br /> R' <br /> Scale:1/8"=1'-0" 2 <br /> 1 2 3 4 5 6 <br />