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i <br />Do <br />L <br />Ln <br />d- <br />Sg� y' FF a`"N <br />i fmu�.t Ora. wd : 'Ya sreaq <br />DI) <br />2011 �. ,F CITY OF EVEREY r- <br />__ REVIEWED FOR PERMIT <br />-Ty EVER' i <br />0 c; l,� �� O F ' d �� ��- <br />18"x18"x10" FTG W/ (3)#4 EW BOT 10" SQ. GRADE BEAM W/ <br />6'- 0" <br />W/ 12"x12" CONC PLINTH, TYP. (2)#5 TOP AND BOT, TYP. 1 1 <br />25'- 7�2" 15'-4�2 15'- 4" 15'- 4�2" 25'- 7�2 <br />6'-0' <br />5'-4)/2" 14'-6" 5'-9" ' 12'-7" 2'-g)/2 L 2'-8" 12'-8" 2'- 9Y2„ 12'-7" ' 5'-9" 14'-6" 5'-4y2" <br />-3" 12 1'-3' 9" 1'-0" 1'-0" 9" <br />D2 <br />---- <br />-- r-------------- 4'-41 <br />r <br />4H <br />-I <br />' <br />9"L. 1'-0" <br />r�II- <br />1'-0" 9" <br />4'-4 <br />9" 1'-0" 1'-0" 12 <br />D2 <br />20 "6' <br />4'-4S6.6I 1 ' <br />15 � r --------- <br />--- <br />- — - — - — - <br />- — - — - — - <br />------- <br />-- '- <br />r-- J - - - - - - - - - - <br />- <br />14 1 3Y2 CONC. 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' 1 i d rn 10'-8 2 -7�4 1 -9�2 6'-0 io <br />3'_83�4„ 11 4'-5�2 I 1n 3'-83/4» �, <br />S6.0 2 <br />D2 5'-4" P6 P6 ' 5'-4" p2 <br />S 0 0 -3Y2 D I FCL I I 9 -3Y2" 0 13 <br />r9 E <br />o 0 0 D2 S6.0 <br />STHD14 ( D2 b' I D2 n STHD 14 <br />N <br />CD <br />c4 <br />I I I I N G S9 3'-8Y4„ 1'-5" D2 1'-5" 3,-81y4„ 9 I I I I I <br />S6.0 N <br />i D2 9 D2 i <br />D2 <br />04 <br />1 I I I M I, P6 P6 I I P6 P6 ' n <br />I I I I <br />--L—L----1 <br />I I- ------ <br />5 5'-4' D2 - I 5'-4" 5 -I I <br />I L D2 <br />I I 9 I \ 9 I \ \ D2 I I <br />D2 I I o <br />� o -3Y2'2 THREADEE� '� I I <' <br />n THREADED ' � � +0'-0" <br />I i <br />ROD i' I a ROD <br />--- j FOR HDU5 I FOR HDU5 I I <br />ABOVE , 7 HDU5 I 0'-0" "' �' I HDU5 7 , ABOVE L— -- — --J <br />-7Y2" P6 5 4" I D2 B- I B- D2 I P6 -7Y2" <br />D2 HDU5 I 51.4 SWSB1 x7 S1.4 i HDU5 4 D2 <br />DU8 20'-6" HDU8 DU8 HDU,7\ HDU8 20'-6" Hp +0'-0' `j' <br />co� <br />I -3Y2" i <br />I I I , I - <br />I I I b I 3 /2 1 i I I <br />STHD14 I 18 11 , i I 18 11 I CONC. 1 °O 18 11 11 18 I I 11 18 <br />I -7/2 I I N S6.0 D2 -7Y2" 1 SLAB I 1 7Y2" 7Y2" D2 S6.0 N I I i I STHD14 <br />1 2P3 S6.0 D2 2P3 L------ J TE T N S6.0 D2 -7h I <br />L-----J I L-_____ J 2P3 D2 S6.0 2P3 1 <br />I I <br />I---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- ---- <br />_—-------------------------------- ----J <br />3Y2" 2P3 1,_0„ 1,N 4 2P3 2P3 "i N 1'-0„ 1>_0„ 2P3 3%2�- <br />CONC. <br />8'-3" 3'-8" 1'-6y2" 8'-3" 1'-6% CONC. <br />SLAB 2 2 8'-3" SLAB <br />11" 4'-6" 7".6" 2'-9" 16'-3„ 2'_6" 3'-7%„ 4* 1V-3' 2'-0" 10'-3" 1'-10�" 4'-0^ 11'-4" 1'-10h" 10'-3" 2'-0" -3 3'-7y2» 2,-6„ 16'-3" 2'-9» 6'.7" 4'-6» 11„ <br />1. <br />6'- 0» 25'- 71/2" 1 19'- 0" 15'- 4" 19,-0', I. 25'- 7y2"1 .0 6'-0„ <br />53'- 4" <br />96'-4" A <br />BUILDING TYPE E FOUNDATION PLAN <br />I/4"=1'-0 <br />FOUNDATION NOTES <br />+33' <br />ELEVATION AT TOP OF CONCRETE <br />+20" <br />FINISH SLAB ELEVATION <br />GROUT REQUIRED © POST BASE <br />............••••• <br />R-10 PERIMETER INSULATION <br />O <br />SPREAD FOOTING TYPE - REFER TO <br />SCHEDULE <br />sw# <br />SHEARWALL TYPE - REFER TO 11 /S1.2 FOR <br />ANCHOR BOLTS <br />�— HD # <br />HOLDOWN TYPE - REFER TO SCHEDULE 6/S1.3 <br />BUILDINGS 5,8,9,16,19 & 23 <br />04/13/2017 <br />FOOTING SCHEDULE <br />FTG. <br />SIZE <br />DEPTH <br />REINFORCING <br />REMARKS <br />1 <br />18" x 18" <br />10" <br />(3) #4 EA. <br />WAY BOT <br />-� LOCATION OF DOWNSPOUT: REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. <br />PROVIDE TIGHTLINE AND RISER BOOT <br />REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 & S1.1 FOR <br />F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. <br />PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. CONCRETE CURBS/STEMS ARE 8" UNLESS NOTED.. <br />REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL <br />10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING BUILDINGS. MAY BE OMITTED PER CIVIL AND GEOTECH APPROVAL <br />GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED <br />TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIOR SLABS 1/8-/FT AWAY FROM BUILDING. <br />BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW <br />ADJACENT GRADE UNLESS OTHERWISE NOTED. <br />5052 REGISTERED <br />\ ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />Z <br />O <br />U <br />z <br />O p <br />U) U <br />- <br />w w <br />� Z <br />W U <br />- <br />- <br />Z Y <br />O m <br />co m <br />o r� <br />� � <br />O o <br />O7 <br />w- <br />6 <br />C <br />W <br />T- <br />' <br />W <br />o <br />a O <br />a O <br />G � <br />W� <br />N <br />Q. <br />Q <br />>= <br />� <br />CO i.i. <br />r <br />a N <br />o � <br />Z <br />�O <br />O <br />z <br />0 <br />♦cf) <br />v Z <br />Q <br />Q <br />Z <br />c <br />o O <br />c` Q <br />e� <br />m <br />M <br />W <br />�o <br />a 11 <br />et <br />E <br />m <br />O <br />r. <br />m <br />0 <br />CL <br />W <br />o <br />0 <br />o <br />t/) <br />a <br />_ <br />W <br />U) <br />O <br />m <br />U <br />� <br />L <br />o <br />W <br />° <br />W <br />Z <br />i <br />Alma <br />0 <br />D <br />0 <br />0 <br />r <br />a <br />Job No.: <br />13-47 <br />Sheet No.: <br />F14 <br />Sheet Order: A B U F R E .S D <br />