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C <br /> HV <br /> 1 O <br /> �S <br /> W z <br /> 30'-0,. <br /> a J� <br /> a ww <br /> SLAB-ON-GRADE m In <br /> STOOP <br /> a. <br /> n <br /> r——— ———————— ——————— —— — ————, <br /> v; <br /> G <br /> r---------------------ST---- <br /> OUT -- ---- -- <br /> { <br /> - UB - z s <br /> REBAR 18" <br /> (3 PLACES) W'' <br /> �a TVP <br /> TYP <br /> 4 <br /> s07 I OF 7^SHr <br /> L J L J L J L J L J I 5666 �t <br /> -10 <br /> 6'-6" 6'-sY; 6'-6" <br /> e 24 a 1a 24 3�" W <br /> r— I— _1 —Its a C� <br /> ,.JI_J J L+JI r— L_ --J J � Lll Lz,-o„�3,_gYz' ————— ——— —— <br /> 2 Q <br /> ----------P1---.------- m < <br /> �✓ Q <br /> e al I I I I I � � <br /> O Z <br /> ® I O <br /> I'"' <br /> o r o° 6 s5i'—kz-o' r s' 1s'-sYz" .I <br /> ui <br /> 1e <br /> LLI <br /> SLAB-ON-GRADE U <br /> :n to to PER PLAN NOTE 1 <br /> (ELEV VARIES) <br /> 2 -, <br /> ® II S07 <br /> LJI <br /> ALL FRAMING OR HARDWAI.t -0" 6'-BYs" 2 0 I' <br /> NOT SHOWN OF PLCIFIE0 I I Lu <br /> TO REMAIN UNCHANGED I '' I X <br /> ,O LLJ <br /> I > <br /> v LLI <br /> r , I o_ I FOUNDATION PLAN NOTE Press on d Slope t LL <br /> n 1. Slaban Grade steal De 4 thick Slab Shall be poured over F D g G anular F II per Geolechn<al Report Saa Arch leclural Z O <br /> o Drewm ror Slab Elevation oe <br /> STUB OU I ; I AIN STEP AS y - an pe regUre <br /> 'ED STEM STUB OUT STEP y `� 3 I } <br /> REBAR 1a \ REBAR 18" L 507 8 J 3fi - Construction/Control Joint in Slates are ophonal but recommended to control cracking,When used slab areas between to sts shall <br /> (3 PLACES) LRETURN (3 PLACES) 96. STEM STEP be approximately square and 400-sl or less <br /> L -- L -- L— --- ———' ua <br /> =— ---- V <br /> --- - — I 3. The Contractor shall rly graded actual food ng el w Frost based o f'ial grades and site cpndihpns.Butlorn of Footings shall be sal 7 <br /> t— - — I -- — on competent properly graded bearing ao below Frost Depth. `� <br /> P,-_ _ a __-------- ——- I O <br /> 4. Anchor B y or Bolls for Exle Stud Walls shall <br /> STEP r De n accordance wiN Pt-6 of the Shear Wall Schedule of <br /> i/$O6,u.o.n. <br /> STEP ,I�13—'r p - P1-2 N ,O ~ <br /> 1- PER y 5. See 10/SO6 for Simpson to USP hardware conversion table. I U <br /> _ _ STEP `4 131S07 LL co <br /> 0 <br /> n -�. SLAB-ON-GRAUB iv STEP i - I N (H-4 D) y LEGEND <br /> ._--_ <br /> I. ; l PORCF t�, <br /> TO ARCH'L SECTION — ---1 --- — .—_ <br /> SLAB-ON-GRADE XX <br /> _. <br /> ATTACH 2x F uhi I I Nir'LLL:: DR FRONT PORCH 507 DETAIL CALL-OUT <br /> PER 121S07 SX.X <br /> DIRECTLY TO PORCH SLf1H ATION CONSTRUCTION 5'-2" 3Yz" <br /> PORCH <br /> l ) <br /> HD HD P7-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF i1506 <br /> -----REFER TO ARCH, � ... <br /> 0c�,:' <br /> 038/4 FOR FRCI I1 1'-6" 7'-8Yj' 1'E"4° 15'-3" 2'-0Y4" K <br /> --1 ---- - - FOUNDATION(,Ir. SU1B-ON-GRADE PER PLAN NOTE I <br /> . 2"0 <br /> L FOUNDATION WALL N <br /> EXTENDED FRONT PORCH OPTION-ELEV.'C' <br /> RAISED FOUNDATION WALL <br /> BEARING OR SHEAR WALL ABOVE b_ <br /> CRAWL SPACE POST BELOW <br /> %X FOOTING CALL-OUT SEE 5/S07 �j o <br /> K <br /> STEP STEP TOP OF STEM WALL ��`ay- <br /> 114"=1'-0' 0 1 2 4 8 16 S,0 2 C <br />