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791 <br /> N <br /> U W_ <br /> �C, a a� <br /> �_ = w3 <br /> a. < <br /> a =° <br /> SLAB-ON-GRADE I=- <br /> STOOP m m <br /> m <br /> t• <br /> 14 <br /> ' STUB OUT <br /> DEBAR 18' I I Z a <br /> (3 PLACES) +. � <br /> TYP �i 2 <br /> - <br /> o 41-2lY— —a_a^ s aY:' s'-1 s'-o^ z'-o I T. <br /> 4p i b, 1 <br /> I S07 vie <br /> 1 -I sf—r— _�-_-® I I <br /> L_J— L_J L—J L_JI <br /> I <br /> w a I J i I <br /> Lj <br /> PlA <br /> J L J 1 <br /> W <br /> I g,_iy". HD Z <br /> as 2 5 <br /> sm LL <br /> Uj <br /> Lli <br /> $LAB-0N-GRADE <br /> PER PLAN NOTEI <br /> - a <br /> (ELEV VARIESLLFMIN 0 <br /> N9 -0 <br /> taFleD <br /> UNCHANGECRM w60 ) !, <br /> I I I I <br /> STUB OUT STLr 1 I STUB OUT STEP I - W <br /> DEBAR 1 B�' `:A <br /> (3 PLACES) r`.—_-- I j (3 PLACES) <br /> ES ---- - r <br /> ' . I (3 PLACES) W <br /> I O W <br /> STEP STEP 1 - "; o - I FOUNDATION PLAN NOTESLL <br /> ATTACH 2x PORCH WALLS 3 1 Slsb—Grade shall be 4 thick Slab shall be poured over Free Graining Granular FIII per Geotechnical Report.See Archfte t al Q <br /> L 1 so7 Drawings for Slab Elevation,Depresson,and Slope req°jrements. <br /> �. DIRECTLY TO PORCH SLAB <br /> STEP{ -j <br /> - -- -- —-- —— — -' L _ R 12 S07 — ————— —_ 2 ConstruclioNConirol Jo nl m Slabs are o t I but recommended to w ttrol cracking.When used,slab areas between Joists shall I �otr P7- a FE—— — be aPPrcz matelY aquar,and 400 of°r essona //a I— <br /> P ^ \` <br /> o� U <br /> ^ ———————— 3. Tne Convartor shall oelellnine actual fooGnf�elevation6 L sed or coal grades and site conbinons.Bou°m of Footings ahan be set <br /> \ of com t t pth. <br /> $o pe en,pro d aded beadn N pe Y gr g soil b b Fund U w In P1 ti°f the Shear Wall Schedule of 1/506 O 2'-B" JN-GRADE 1 - I <br /> 4. Anchor Bolts for Exterior Stud Walls shall be' r0 - n- (— <br /> oacH — — SLA&GN-GRADE 4 U <br /> 2'-g" 5. See 101S06 for Simpson to US'hardware conversion tab e. <br /> -- 'H 2x PORCH WALLS CL PDRCH I <br /> —'c— L F._.TLY TO PORCH SLAB HD S07 LL <br /> 1-10Y F_R 12,S07 a-aY, REFER TO ARCH'L SECTION LEGEND <br /> D38/4 FOR FRONT PORCH <br /> S07 '-- r DONDAlI ARCH'L SECTION RUCTJ j FOUNDATION3814 FOFRONT PORCH <br /> 1 •d/4 FOR FRONT PORCH 8'-1"— 3'-g" 15'-3"2'-70Y"-��-- 95 -- _�. 1'-SYz" � DETAIL CALL-OUT <br /> rJUNDATION CONSTRUCTIk-�i. ' SX.X <br /> r-sYz" <br /> P7- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VSD6 <br /> EXTENDED FRONT r'Ch r' -CLEV.'B' SLAB-ON-GRADE PER PLAN NOTE, F <br /> ---- --- <br /> __ -1, FOUNDA I ION WALL to <br /> m <br /> N <br /> I � RAISED FOUNDATION WALL <br /> W <br /> [� BEARING OR SHEAR WALL ABOVE a <br /> N <br /> but <br /> o <br /> CRAWL SPACE POST BELOW QO a <br /> OFOOTING CALL-OUT SEE 61S07 W o <br /> STEP STEP TOP OF STEM WALL K '//'��/ <br /> 114"=1'-0" 0 1 2 4 8 16 S O L B _ <br />