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E <br /> FOOTIN6 SIFE .VAA <br /> SNOW ORROOF STORY&.TYPE LOfFD BEARING OF SOIL(p5f) v/ <br /> LIVE LOAD W/LICT{4T FRAME <br /> 1500 20DD 2500 3000 3500 4000 <br /> 1 slab oh grade x x x x x x <br /> 1withcrawlspace 3xG 12x(o 12x(a 12xfn 12X(o 12.x(v (A =• <br /> Iplusbasevnee 161xCv 14x(v 12x(o 12x(c 12x(o 12x(v <br /> 2slabovigrade, 12xr, 12x(v 12xCv 12x(v 12x(v 12x(v <br /> 30 p5f 2 with crawl space 17 x 6 13 x 6 12 x Cv 12.x(0 12 x(a 1Z x(o A� <br /> 2pimsbasemeot 23x6 17x(o 14x6 12xa 12x(a 12x10 <br /> 3slabohgrade 15x61 12x(v 12x(v 12xG 12x6 12x(v <br /> 3 with crawl space, 20x(o 15x(o 12x1v 12x(v 12x(P 12x(a v/ O <br /> 3plmsbasemilt 26x0 2Ox(o 16X(a 13x(o 12x(a 12x(v •� <br /> 10'-1 3/4" 11'-6 1/2" <br /> F— --I — — -1 62'-0" m <br /> 12'-6" 9'-0 1/2" 1 17'-11" 6-6 1/2" 16'-0" L <br /> I 1Dx24x24 I A S <br /> CONCRETE L — J p �� In <br /> PODS TYPIGAL — r. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w <br /> o r, <br /> 1 <br /> L Ln <br /> NETFREE VEN7IN6 AREA TO'DE <br /> o I I 1/150 OF AREA VENTED.ONE VENT L— — — — _ — — — J <br /> WIT}}IN 3ft OF"6lAIL'DINCI CORNER <br /> II I 6X1(v VENT TROVTDES 7054.in.NFV <br /> L— — — — — — — — — — — 1(S4.Ft.x 144)/1503/70 <br /> (25)VENTSTREQUIRED <br /> I I I <br /> I I I <br /> Ln <br /> I I <br /> I I m <br /> I I I <br /> JOISTS MIN 15"fl"6OVE CaRAPE 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6-3" O <br /> 6IRDERS 1MIN 12"ABOVE GRAPE — <br /> ____ _______________ _ ------------------�_ =�_________-_-______--_ -_____________-____� _____-_-__________------- <br /> _ J L. _J L —J L- —J L_ � L_ L_ �J <br /> 4 x 10 W#2 ON 4X4 POSTS <br /> L— — — — — — — — — — — — — — — — — — — — — — — OR 4x4,POSTS AT SPLICES <br /> R404,1,FO N- I I '13 <br /> MIN(o"FOUN17flTION WALL <br /> TYPICAL IF LAN-PER 54"OR I I I o OT-i4B,VISE MIN-11) O <br /> I I OT{�ERWISE MIN�.5" I I �2, LU <br /> 6-10" 6-10" 6'-10" 6-10" I LU <br /> - - - - 0 111 <br /> L J L_ —J 10 x 24 x 24 L- _ J <br /> CONCRETE Y <br /> LLf <br /> OPE L 4"CONCRETE S OTE d R50G PADS TYPICAL <br /> SL <br /> SLAB AT 61AI AGIE <br /> CIDN I I L- - - - - - - - - - <br /> N I I _ —Ji _ _ _ _ _ _ I I < <br /> J <br /> v <br /> o o I I I %Z <br /> O <br /> COVER,OVERLAPPE`P'MIN 1�ROL{N�FOOTINCTSPER I I I T+MOLC( OUT CRAWL SPACE <br /> TABLE R403.1(1) <br /> — — — — — — — — — — — — — — — — — — - <br /> - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 2'-10 1/2"- 16'-3" 2'-10 1/2", "f OLA NVAI-10 N <br /> SCALE 1/4 -1f+ <br /> 22'-0" 10'-0" 30'-0" <br /> 62'-0" 0-1 <br /> (CITY OF EVERETT <br /> REVIEWED FOR PERMIT oq-23-2022 <br /> REVISED <br /> 03-12-2023 <br /> SEE SHEARWALL PLANS <br /> FOR SHEARWALL ANCHOR <br /> BOLTS AND HOLDOWNS <br />