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<br /> LEGEND
<br /> LLI I. BOARD FORM CONCRETE Li) 00 n
<br /> � a)
<br /> O N
<br /> CONCRETE CURB 00
<br /> n/ u, o,li
<br /> LL min o
<br /> LL 0 y N
<br /> CONCRETE WALL / COLUMN < < N 3 cci
<br /> a� I-
<br /> U 0 O � 0 0 0 0 0 0 0JrnmOAID /�� CMUWALL
<br /> 5 1/5" PANDECK
<br /> j/ OVERFRAMED TOPPING SLAB
<br /> 0 CLARK I BARNES
<br /> 1 1" SLAB DEPRESSION FOR
<br /> 200' 1 3/16" I FLUSH TILE INSTALLATION
<br /> 8'-9 1/8" Sf
<br /> 6'-3" Sf
<br /> 19'-0" 28'-0" 24'-0" 24'-0" 24'-0" 11 24' 6" Sf
<br /> 16'-6" Sf 13'-6" If 10'-71/16" , W SLOPED SLAB
<br /> I I I I I I I I I "L, DEPRESSED SLAB
<br /> PROVIDE (1) SUMP I „
<br /> FOR EMERGENCY USE; 10-3rr
<br /> A -
<br /> 12"X12"X12" W/ FLUSH 3'-10 1/4" 81-4" 4'-0" 20'-8" ( 4ENING '-7 1/4' 21'-8"
<br /> MOUNTED STEEL OPENING CON RM OPNG SIZE WITH OH DR NUF� I i T-3" 5'-2
<br /> GRATE COVER.
<br /> 105101 , 1'EE EL
<br /> I
<br /> it W
<br /> 0 T
<br /> e ` - - ,`�� o - I - I - - - - - -f -I � - - - _
<br /> \ /
<br /> SLOPE SLAB "' trc
<br /> 45'4' 6 5/87* _J .
<br /> TO SUMP I
<br /> RETAINING WALL M L �105.50 \ o / W _
<br /> HEIGHT TO MATCH •- B ? \ r~ / I I M W < O
<br /> CONCRETE PLANTER °ro I °r° \ m r tt ,, cc cNi
<br /> HEIGHT '4 \\ 1 p i/ o j I L.L W
<br /> r
<br /> 1
<br /> , , el
<br /> la b I 11- ---Ii 1
<br /> © - - - - - - - - - - - - - - - - - - (.4.) Wr
<br /> •
<br /> Au110.50 0 > i
<br /> PLANT O w 1
<br /> OER C 5ti4 1/4" I b 21'10" 18'-2 1/4" I I I
<br /> O pW
<br /> TYP Z9 W o I o j
<br /> W
<br /> T
<br /> SLOPE MIN. 1/4" - 6 6 I O W
<br /> PER 1'-0" TYPICAL 108.00 \ I 7 _ I FD Fr/ I I N
<br /> •
<br /> 6 11 IN--
<br /> ;;,.
<br /> WALL ONC c 1/2" 6'-3 3/4" 5'-0" 7'-8 1/4" 6'-7 1/4" 26'-6 1/4"
<br /> 21'-0" 6'-6" I I N
<br /> >, 1
<br /> a J N/ / /,-0„ 4r_2rr / / SHAFT IN
<br /> O w g L
<br /> o w �,,_10r, in c� / / / 4�-T SLAB FOR
<br /> ` GARAGE
<br /> w __ - - - - - - i >
<br /> 4 - - Eo cn i • or �� ` - -IL 1 , I- ? W EXHAUST
<br /> up
<br /> 5 -; V a VImo' - " �=� L -r_.,,, ..... in_ -,_I : : >< : : II
<br /> a - - - - �_
<br /> II
<br /> 4' 9n •�„ N„ 109.�iI� ,� ao 7 10 19
<br /> SHAFT IN SLAB FOR , „ PN r
<br /> GARAGE EXHAUST / 47 7 6-0 MI 9,_9rr r_7r,
<br /> io 109.00 ���. y4, 4r 10'-1"
<br /> Iz iv 111.31 - C� "I / I I le
<br /> 0 0 id J,4'-8" 111.83 q
<br /> T.O. CONC d o� z' ' / I I
<br /> •
<br /> o v in a a OPN
<br /> o I WALL ki ` ) I, CO p o O 1 0/3/4 1 0" -
<br /> ff .O. RETAINING
<br /> N ' , 113.31 _ ,; ,_ „ v \ / 6" WALL
<br /> 5 0 L , Q \
<br /> N T-9 772„ ; T.O. CONC r \ �` „' � � ► -
<br /> PLANTER /\ °ro ,,
<br /> 11 3/4" TYP I I \ / 7 / \ kt
<br /> I {
<br /> SLOPE MIN. 1/4" I \/ 0 / Are4
<br /> ZPER 1'-0" TYPICAL „' 1 • 107.42 /\ Ft° / \\ • CN
<br /> i mr fl, A QC6� - - - - . - - - - -J - p - .�
<br /> ,`� /4'-0" I 22'-6 1/4" IlL TRASH CHUTE v 7 \
<br /> I
<br /> 0 -- - - I ,` -• - - - - OPENING ABOVE - �_ - - u° _ _ - - F - - /.' i JI
<br /> TO PE LAB f i,
<br /> / 8'-3 1/2" / 8'-6" 9-9 I,
<br /> 4 109.67 : 113.31 I v
<br /> I • ` I T.O. CONC'F I s 8817
<br /> 1� 1 REGISTEREDARCHITECT
<br /> WALL SLAB STEP PER `� eM�
<br /> STRUCT., TYP. rn
<br /> 0I r
<br /> 111.31 W. SCOTT CLAW
<br /> N I 113.31 113.31 • $ STATE OF WASHINGTON
<br /> T.O. CONC� T.O. CONC� l'- 34"
<br /> "�? SIM AT BRIO SIM AT SF AT
<br /> SLOPE MIN. 1/4" PER AT PLANTER CURB CURB � '� 10" iQ Za SOUTH PATIO
<br /> 1'-0" TYPICAL 111.81 c� 9 DATE:
<br /> 9.03 I SLOPE MIN. 1/4" C
<br /> SIM AT SF AT w E - = Q 01/25/21
<br /> T.O. CONC WEST PATIO r 00 b I b
<br /> •
<br /> co PER 1'-0" TYPICAL 1 3 5/8 nI M 1/4" 9.04 JOB NO. 19-48
<br /> _ CURB TYP - - - - -- - - - P $ PERMIT N 20
<br /> 0 4, 11 5/8" 2'-1" - 3'-2 1/4" 2'-11- 1/4 - w N -
<br /> co Y
<br /> �. O B2006 044
<br /> (3 ,r , „ „ n ,r ,_ ir, , rr „ , „ B 09-016
<br /> -6 -4,{. 10 0 1/2 7-4 6 T-4 3 10" 3'-6" 4'�6 yy 7-4 r 3'-10 3-6 REVISIONS:
<br /> N O' 1OPN I I � 9 3/4 �P10 11 -1 OPN �c
<br /> It „ ,i r, ) n la 5/8"
<br /> , ,,,n - - ; I 0 111.81 -
<br /> `�' 9' ' 114", _ ¢ 110.81 41/2" 10" T.O. CON r DATE DESCRIPTION
<br /> d CURB TYP 1 01/19/21 PERMIT REV I
<br /> In , , ' ,
<br /> ` ` i�, , " /'1 d ' n B.O. STEP I 6 03/17/21 RFI 028
<br /> f ' n �' i_ u r „ , n , R r_ rr r rr 4' n r rr ,- „
<br /> � . 4 ,6 TYP �4-6 9-4 LPN 6� �
<br /> 9c4 1/4 8 4 1/4 ql 19-0 8 / / 1 RFI 034
<br /> 9ail _ _ ,
<br /> 1�1 ,� t f r ,
<br /> - - - - - -
<br /> a
<br /> „®.�s - . -4- 9
<br /> to-
<br /> r 'V113.31 TOP OF RETAINING a 113.31 v a
<br /> T.O. RETAINING WALL AT LANDING TO
<br /> WALL TYP BELOW 4" BELOW TYP AT 9 07 PLANTER TYP 3
<br /> CIVIL GRADE, TYPrr
<br /> A9.04
<br /> 8-9 1/8" 6� 1f4 7-2 I MTL PANEL 6' 4 1/4" 17'-7 3/4" 6'-4 1/4"
<br /> I TYP AT TYP AT 9.03 ISSUE:
<br /> / / / / STOREFRONT BRICK SHORING/EX 05/08/20
<br /> 2'-1"
<br /> 113.31 k I PHASE I 06/22/20
<br /> T.O. RETAINING BID PROG SET 07/13/20
<br /> PHASE II 08/31/20
<br /> I I WALL TYP GMP 09/30/20
<br /> PERMIT REV 1 01/19/21
<br /> IFC SET 01/25/21
<br /> 0 (70 0 0 0 0 0 0 0 CO PERMIT REV 2 02/19/21
<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 1
<br /> 2. FIRE RATED WALLS SHALL BE PERMANENTLY IDENTIFIED WITH
<br /> STENCILING IN THE FIELD. •
<br /> 3. G.C. TO VERIFY REQUIREMENTS OF ALL OWNER FURNISHED ITEMS
<br /> WITH OWNER WORK. CITY OF EVERETT
<br /> 1 LEVEL 4. CONTRACTORBEFORE TO FIELD VEORIFY CEEDING DIME SI O S TH OF PLUMBING FIXTURES EVIEWED FOR PERMIT
<br /> A1.2 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. WALLS Al
<br /> 7. S LOPE TTOING ROOF DRAINS SHAOLL MEET 1/4" PER 12", TYPICAL. . 22
<br /> 8. CHAMFER ALL CONCRETE CORNERS
<br />
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