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FOSSATTI PAWLAK <br /> IMO <br /> INN STRUCTURAL ENGINEERS <br /> 1735 Westlake Ave N,Ste 205 <br /> Seattle,WA 98109 <br /> Phone:206.456.3071 <br /> Fax:206.456.3076 <br /> www.fossatti.com <br /> � <br /> )44)4-- <br /> NN <br /> NN <br /> !`-' <br /> , <br /> ~ � ��NN <br /> Gw � ,Pcr.�N. <br /> or,N. <br /> \ � n4H 1 s•i, : <br /> ... <br /> '"g\,�� 23024 � <v` `�ss10 ALE �~ � <br /> \\ PROJECT <br /> \ <br /> .\ <br /> ,\ <br /> -„,, <br /> .\ <br /> \ <br /> \ <br /> \\\ CU <br /> \\ <br /> 4-7 <br /> T (i) T ( I T G \\.� F E DO COO m\ ., <br /> z N <br /> W <br /> I I I I I \., I I I N <br /> II ID M \ <br /> 1 < 2Eg <br /> ,, <br /> 0 - - - , - - - I - - - 1 - - <br /> TYP ' 10" CONC 10" CONC 1 ` . <br /> 11/S3.1 I' I WALL \ TOF <br /> v WALL I +110.25' 10"WALL ONC ` <br /> I I I I . t2-0 I I EL +110.92' I I I E \ 1 I I I <br /> ^ PREVISIONS <br /> o N 8" CONC CONC FTG - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RETAINING WALL t = 12" I TYP I N // <br /> �; 1 11/53.1 < '6.1 7..-, - NO. DATE <br /> © - - - - - �" _ - _ - s "' _ _ - - _ - - CI 7/01/19 PERMIT REVISIONS <br /> s <br /> J 1 0Tor <br /> 8„ CONC I i� I I \ I I I - I +112.0' 8"SQ x 18"DP <br /> UMP A 9/17/19 PERMIT REVISIONS <br /> TYP ( � WALL I- - - - o- -�- - - Z - -r - - � TOF � - - s -I_ ri_ _ _ _ _ _ I - 1w 5- - - <br /> 1 I I F9.0 I F9.0 I F8.0 I ( 1 .. . <br /> 11/S3.1 I +110.25'� 2,_0„ 1 ,\ I <br /> v I �� TYPUNO ' L� I ^ � <br /> ^ I �l:';U//i �� 2/S3.4 `. <br /> 5-0 <br /> - - - - - - - - - - - � I =+ I CONC FTG ry Q EL +117.50' \ F4.0 <br /> I W/ (4) #5 CONT T&B 8453.1 I I _, L_ S - - <br /> �� I t=24'�- -1- -1 ^��� I I 1 IYYP -, ..... .. <br /> - <br /> © - sIM - - Fa.o _ - -1 - - - -� - - - -1 - - - - - - - - - 2 0/,I I- - -I o� �;if.„)ffr '" <br /> - - - <br /> 11/S3.i - - - - \ <br /> .,'. .'''.t"S: 111) <br /> 0 k <br /> ,__[ I §411 I <br /> , ........... 0 , <br /> 'q 8" CONC ^ .I �- - J L_ - - J L - - J TYP I II I 0 I I I 1 is,,,- �yP TOF <br /> I WALL 1/S3.5 �� I I 18 S3.1 F9.0 F9.0 F9.0 t- -1 L- -I _I 8LS3.1 I �v +118.0' ( \ <br /> EL +119.00' I 1 YP I I - s_ �� <br /> "' ( IM 4" SLAB-ON-GRADE W F9.0 F8.0 F8.0 F8.0 , \ <br /> I.1 I . -8 CONC 6x6 W2.1/W2.1 WWF / TOF i 4�I ; I _ I : : <br /> I EL +118.67 <br /> 2'-0" I f I I _ wALL Z I I I +116.83 - <br /> r/., TYP UNO \\ � � III I I o = t=24" TOF 8" CONC I I H <br /> o <br /> 0'. L_ - J L - - _F L,I ::�. . . .! - - C,1 TYP +116.83 ...........7_ <br /> WALL I. . . �;, <br /> el - , <br /> < > rrl N > \ > \ DATE JOB# <br /> � TCB <br /> C FPP <br /> DESIGN CHECKED <br /> i I I I I I I I I 1 I I BDS AS NOTED <br /> DRAWN SCALE <br /> CID (1) (13 CL) CID G F CID O Cil) 00 <br /> NOTES: FOOTING SCHEDULE <br /> 1. LOCATIONS BASED ON INFORMATION BY OTHERS. CONTRACTOR TO VERIFY ALL DIMENSIONS W/ ARCH AND CIVIL DRAWINGS. <br /> 2. CONTRACTOR / ARCH TO PROVIDE CONSTRUCTION AND / OR CONTROL JOINT PLAN. SEE 4/S3.1. MARK SIZE DEPTH REINFORCING <br /> 3. REFER TO CIVIL DRAWINGS FOR LOCATION OF FOOTING DRAINS. F4.0 4'-O"x4'-0" 12" (4) #6, EW <br /> 4. FX.X DENOTES FOOTING SIZE. SEE SCHEDULE ON S2.1. <br /> 5. FOOTING CALL OUT: WIDTH x DEPTH F8.0 8'-0"x8'-0" 24" (8) #9, EW <br /> 6. 4A-- DENOTES FOOTING STEP, SEE 7/S3.42 F9.0 9'-0"x9'-O" 24" (9) #9, EW <br /> 7. SEE S3.1 FOR TYPICAL CONCRETE DETAILS. <br /> 8. EL +X.XX' INDICATES TOP OF CONCRETE ELEVATION. SHEET TITLE <br /> 9. TYPICAL CONCRETE WALL REINFORCING: <br /> #6 @ 12"oc VERT, EF <br /> #4 @ 16"oc HORIZ EF, W/ STANDARD 90' HOOKS OR "U" BARS W\ DEVELOPMENT LENGTHS ® WALL ENDS <br /> FOUNDATION ' <br /> PLAN <br /> 4111 SHEET NO. <br /> /I\ S2 . 1 4FOUNDATION PLAN 3�3211_11-0 <br />