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G <br /> O <br /> L <br /> W >s <br /> E o <br /> " � r <br /> a <br /> 30'-0" U Q <br /> �T <br /> r <br /> U tl <br /> SLAB-ON-GRADE <br /> STOOP <br /> -0 a n. <br /> r— <br /> --— --------- ---- — — ---- — --� P. <br /> I <br /> L—————— ————————————— —————— <br /> STUB OUT <br /> REBAR 18" 1 y ~e <br /> (3 PLACES) <br /> 1 i <br /> I I I <br /> TVP <br /> T. <br /> ,70" 4-3Yz'—:;r 4'-3" 64XV 8'-1' 6'-0" 2'-0' <br /> < <br /> S07 <br /> I JI - L -JI tm I I C I I ® I I <br /> �'..- - L_J L L —J <br /> _ _ _ <br /> co <br /> 4 __ Uj <br /> — z Ur <br /> r------ -------- o Q <br /> I I i I m spy <br /> s-1Yz' HD 1 Z <br /> I I Z F— <br /> r2`1 z w <br /> s0 7 w J <br /> I I I I L11 <br /> I® I I ® II I' I .. I � p <br /> 12'- <br /> ISLAB-ON-GRADE I `PERPLANNOTE1 -1'-0" 3'-1Yi' 4'-1y.. D' I (ELEV VARIES) <br /> ALL FRAMING OR H ECIIIEr<21 <br /> NOT SHOWN OR SPECIFtEU <br /> TO REMAIN UNCHANGED 1 1,0& '' I 1— <br /> I W <br /> T STUB OUT REBAR 18" S fLP 1 REBAR 18 SThP I a7 W <br /> (3 PLACES) s..: 4 ;' �- <br /> I �,- - j (3 PLACES) -- - 0 � <br /> LLJ <br /> j + FOUNDATION PLAN NOTES: _ u- <br /> STEP M STEP — 1 1 3 , la-on-Grade shall be 4 thick.Slab shall be poured over Free Draining Granular Fill per Geotechn cal Report.See Architectural �"— �j Q <br /> / J I STEP L—— J I STEP( v ATTACH 2x PORCH WALLS S07 Drawings for Slab Eleval on Depression,and Slope requirements G } <br /> ———— I — — <br /> _ , I DIRECTLY TOPORCH SLAB <br /> TJ - L PER 12. I 2 be spo nhat ly square <br /> Joint n Slabs are option <br /> but recommended to control cracking.VMan t sell,slat areas between Io sts shall _ <br /> — ---- .. --- — _ -------- ----- ----- — be apPrar malalY square and 400-sf or <br /> lass t (3 <br /> / \ <br /> O I 1 3 The ConU'aclor shall tlelerm ne actual fooling elevaYons based o t final yratles antl site wnrlii one.Bono t of Foot ng>shall be sef � ZI <br /> * _.. <br /> y ��^ ��/co ; d �j�O 1 ^ on nmryetent Property graded baartng soil bebw Frost Depth. Ali O <br /> 0 _ <br /> I .._. _-_- ^� I 4. Anchor Bolts for Extedor Stud Walls than Gam accordance with P1-6 of the Shear Well Scheonle of 11606. <br /> H <br /> I S AU UN-GRAUE (/D^'� <br /> F I PORCIi� SLAB-ON-GRADE 5. See 10/S06 for Simpson to USP hartlware conversion tableLj <br /> ix„J ! <br /> U <br /> - - - <br /> A U) <br /> _ - -_ g�..�P TTAI,H 3x PORCH WHLL.; PORCH <br /> —— — DIRECTLY TO PORCH SLA4 4,-0YzD S07 REFER TO ARCH'L SECTION LEGEND <br /> 1'-,OY,' PER 12/S07 <br /> 1 5'-7Yz" 6'•e" D38/4 FOR FRONT PORCH D j <br /> F;EFER TO ARCH'L SEC FOUNDATION CONSTRUCTION XX <br /> 9'-5"--------- -- D3514 FOR FRONT PORCf.I 8'-1" 3'-8" 15'-3" 1'-5Ys' X DETAIL CALL-OUT <br /> -- ' FOUNDATIONCONSTRU(:ilo:. -- <br /> i'-5Yp'I 30'•0" � ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 I <br /> EXTENDED FRONT PORCH Or-i ION-ELEV.'D' SLAB-0N-GRAOE PER PLAN NOTE 1 G <br /> II m <br /> LOJ FOUNDATION WALL W <br /> h <br /> RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE R <br /> Lb <br /> % ~ <br /> Q n <br /> CRAWL SPACE POST BELOW l <br /> > o <br /> X% FOOTING CALL-OUT SEE 51S07 W <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 o02D <br />