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z� <br /> I I I I ova-,�io <br /> 0 <br /> Ld <br /> Z 6 <br /> O <br /> T <br /> I I SS <br /> ---- ----------------- ----1 I I ---- ------ ---------------------- <br /> -- <br /> 2 ml"m <br /> E --- ----, G a < <br /> ------- --- <br /> _ <br /> -- <br /> ¢ QN6w <br /> I I D <br /> o��a$ <br /> I I I I I I I < <br /> I I II I I I I 6 <br /> I I I I I I <br /> - S5 li m <br /> I I I I <br /> W ¢ <br /> ?. � <br /> I I I I <br /> w <br /> I I I I <br /> .L. <br /> I -'------ ----- --- m a o <br /> m <br /> II .. .... .. ............ �_-_---_-_-_ <br /> I m LL <br /> I I � <br /> I I I I II I I I �N J 211 <br /> I I ' <br /> I I <br /> I 1 <br /> I <br /> I <br /> I <br /> I I I <br /> I i i i OR I <br /> I I <br /> 6 PROVIDE C AWLSPACE ACCESS- <br /> W1 <br /> CCESS W/4x10 HEADER <br /> 4'-0"MAX <br /> --- <br /> I I I I I I I I <br /> I 1 <br /> 1 1 <br /> I 1 I <br /> J--------- <br /> �CONTNUE f�iG i CONTINUE FTG <br /> f f 6 <br /> � II I iHRU OR 7 it i THRU I i SS <br /> �. S5 SS NJ <br /> �___________________ __ __________J- L__________ -------- li i 49�o5 WA <br /> _ <br /> TYP CORNER S, <br /> REINF <br /> PER 14/S5 <br /> S5 ------- --------- <br /> --_—_ _—_—_—_—_—_ r ______ ________ s_L—_— —_—_ --I <br /> o <br /> ' 0° 1 iiiIII S4S 1 <br /> 0-3° <br /> I <br /> ' S5 <br /> II <br /> APO'rN�LALLE <br /> _ _ 1 ----- SNA <br /> 153.00' ' ' 4 (2)FO SPACES <br /> S5157.00' L ----______---- <br /> 3 <br /> u <br /> li <br /> g S5 5 <br /> S5 <br /> li GARAGE ---_-I I <br /> SLAB-ON-GRADE i ADD L REINF <br /> PER S31 TYP CORNER REINF <br /> w <br /> 157.00' li PER 13/SS PER 14/S5 z <br /> 161.00' <br /> I J � <br /> 1 L____ --------------- r_______________� ___ _____ ______________ w--- c <br /> o 4x2'-6"A7 EA BAR <br /> 160.00' 160.00' DRILL AND EPDXY 157.00' 0 <br /> 162.67 163.75' z (n <br /> li (I INTERIOR S5 w <br /> FT <br /> SLAB-ON-GRADE -I �/ w <br /> ------------- PER 53.1 <br /> 162.67' 3 a <br /> - i---, -1 I_ a 55 Z ED Z §E z <br /> r-------------------- --------------------, 157.00' <br /> -------------------- -------------------- <br /> L ___________________ __ ___J 161.00' b <br /> A r____________________ ____________________ 1 I� I <br /> _-_-_ _-_ _-_-_ -_-_-_-_ _ ;-_-_ 0 I. I I 0 w <br /> ` -----F3 - F3IJ J <br /> SS SS S5 <br /> FOOTING SCHEDULE <br /> MARK SIZE THICKNESS REINFORCING <br /> F3 3'-0"SO 12" (4)j4B EA WAY <br /> FOUNDATION PLAN FOUNDATION NOTES: <br /> CLIENT: <br /> $2 SCALE 1/4"= I'-0" ARCH. STUDIO <br /> 1. REFER TO SHEET S4 FOR SHEARWALL REQUIREMENTS AND HOLDOWN LOCATIONS. DESIGNED BY: <br /> KW <br /> 2. PROVIDE FOOi1NG DRAIN AROUND PERIMETER OF BUILDINGS. DRAWN BY: <br /> 3. FOOTINGS ARE i0 BEAR ON COMPETENT NATIVE SOIL OR STRUCTURAL FILL TF/JH <br /> CAPABLE OF SUPPORTING THE ALLOWABLE BEARING PRESSURE OF 2,000 PSF. CHECKED BY: <br /> JJ <br /> 4. PROVIDE$4 CORNER FTG BAR FOR EACH HORIZONTAL BAR. LAP 2'-0"MIN. DATE: <br /> PER 14/S5 MARCH 16, 2018 <br /> 5 xxz.0xx.00' INDICATES STEP Ai TOP OF FOOTING,REFER i0 19/S5. SHEET NUMBER: <br /> x <br /> CITY OF EVERETT S2 <br /> REVIEWED FOR PERMIT <br />