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E <br /> V <br /> TABLER4D3.1(1) <br /> FOOTING SIZE <br /> SNOW ORROOF STORY d TYPE LOAD BEARING OF SOIL(psf) V• •� <br /> LIVE LOAD W/LIG44T FRAmE <br /> 1500 20D0 250D 3DOD 350D 4000 <br /> 1 slab o"grade x 6 X 6 x x 6 2 x x <br /> 1with crawl space 113x6 12x6 12x6 12x6 12x6 12x6 <br /> 1Plusbasem urt 1cix6 14x6 12x6 12X6 12x6 12x6 <br /> 2slabonyrade 12x6 12x6 12x6 12x6 12x6 12x6 W <br /> 30 psf Z with crawl space 17 x 6 13 x 6 12 x 6 12 x 6 12 x 6 12 x <br /> 2 PIRS basemavit 23 X6 17x6 14x6 12x6 12x6 12x6 <br /> 3slabo"yrade 15x6 12x6 12x6 1Zx6 12x6 12x6 M <br /> 3with crawl space 20x6 15x6 12x6 1Zx6 12x6 1Zx6 Cn <br /> 3plusbasomeht 26x5 20x6 16x6 13x6 12x6 12X6 <br /> 66'-0" Z `w <br /> 44'-0„ 4 in <br /> ui <br /> _ - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - IN �- <br /> - - - - - - - - - - - - - - - - - - - <br /> 0 <br /> R4013.2 <br /> R404.1.4.2(3) I I N <br /> NET FREE VENTING AREA TO 8E VAIN 6"FOUNDATION WALL <br /> 11150 OF AREA VENTED.ONE VENT I TYPICAL IF UNDER 54"OR <br /> WIT4{IN aft OFBUILDING CORNER "64TA13LE-R404.1.1(1) <br /> I I OT4}ERWISE'MIN�.5" <br /> 0X1G VENT YROVTDES 70sq.in.NFV <br /> C(Sq.Ft.X 144)/15011 7D <br /> (25)VENTS"REQUIRED <br /> I I I I I I <br /> I I I I I I <br /> I I I I <br /> I I I I ^ <br /> 4 X 1D DF#Z ON 4X4 POSTS _ L <br /> F — F— —]OR 4x61'OSTS AT SPLICES F- — F r I R30c1.1 s.R506 <br /> SLOPED 4"CONCRETE <br /> -------------------------------- ---------------- ---------------------------------------------------------------------------------------------------------------------- <br /> - <br /> T-----t-------------------1------ ------------------ --------I--------------------t------t-------------------1------1--------------------I------- -------------------t----- SLAB ATGARACAE <br /> L J —J L_ J L- — J <br /> '- " <br /> 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" <br /> I <br /> R31�.1 <br /> JOISTS MIN 18"ABOVE GRADE <br /> GIRDERS MIN 12'ABOVE GRAVE <br /> Co <br /> co <br /> TABLER403.1(U I I o O <br /> 00 I I 3�gg �6 I I - <br /> FOOTINGS PER N <br /> LU <br /> L- - - - - - - - - - - - - - - - - - - IN <br /> I rrr- - -------------------- - -------------------- -�------ ------ ----r ---------------------- -�--------------------- l.0 LU <br /> --------------------------- - <br /> tT <br /> - ------ -- ----- <br /> -- ---- <br /> --------------------- <br /> ---------------- <br /> ----------------------- ------------------- <br /> -- ------------------- ---------------------- <br /> LT L— J L_ —J L— I — -i L— � L_ J <br /> 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 10'-10" <br /> OLU <br /> 6vni18LACKPOLYET44YLENE6iROUNV I I J <br /> N COVER,OVERLAPPED MIN 12" <br /> T4}ROUG0UT CRAWL SPACE o o <br /> aZ <br /> 1Dx24XZ4 !.L <br /> CONCRETE <br /> 6'-3" 6-3" 6'-4" 6'-3" 6'- 6'-3" PADS TYPICAL <br /> --1-----------------F- --------- ------ �----------------- -�-----------------� - ----------------- -�-------------------- -------------------------- <br /> ---------- -�------- -------- �-----------------L- J-----------------L-�---�0x2-4x2-4 -- -----------------1'--1 — — — — — — <br /> J J CONCRETE L I F <br /> pAPS TYPICAL <br /> I I I I 3'-10 1/4" O <br /> �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br /> TOVNVATION <br /> 46'-10" F-0" 11'-2" SCALE 1/4" =1f+ <br /> 66'-0" <br /> 09-23-2022 <br /> REVISED <br /> SEE SHEARWALL PLANS 03-12-2023 <br /> FOR SHEARWALL ANCHOR <br /> BOLTS AND HOLDOWNS <br />