Laserfiche WebLink
c c� <br /> W n <br /> �s ti z <br /> I�x = > <br /> wy <br /> U �J <br /> 30'-0" IL <br /> r S <br /> 17'-0" 13'A" M <br /> y�� s <br /> Q SLAB-ON-GRADE <br /> 24 STOOP <br /> r — --- —_ <br /> STUB OUT <br /> REBAR IV, <br /> (3 PLACES) <br /> II <br /> I I I <br /> TYP I I so7 L< <br /> o a <br /> 1H 18 78 ��� 78 S07 18 I TVP41- I 66fi vu' <br /> I <br /> IL I2 A�� <br /> 1 <br /> I I <br /> I I I ~ ! <br /> LU <br /> JI L- -------- a <br /> L—J L—J rR �� <br /> I I 1H Y4 1H I I _ I <br /> I I � F Z <br /> ----•--t3�o.�— -- O Z <br /> r, I <br /> 4. <br /> I Z ' o l I W � <br /> I a s6 I J <br /> I N- °� j l W <br /> I I I I I I m <br /> I I to 7H I I <br /> L J SLAB-ON-GRADE <br /> 2A" 6-6Y" ®2 I PERPLANNOTEI J S07 <br /> I I I <br /> _ 0' (ELEV VARIES) <br /> W <br /> of <br /> O <br /> ALL Fh P/IIl1„ I W <br /> COT RENIAN O r L <br /> TO REMAIN( ( � � 'I W I <br /> --- a FOUNDATION PLAN NOTES <br /> HD HD I 1 Slab-on-Grade she be4 thick,Stab hall b p tl F D I P11 p r Geolacnnical Report Sue Archlteclurel Q <br /> Drawings for Slab Elevation.D p - and Slope req - t. <br /> 24"MIN BRIBED— kl� <br /> - I <f I2. Construct orVContrel Joint' SI b a ptio al but rewn metlatl to wnlrM craclting.When usetl Slab areas between jti sts shall Q <br /> �sTEP 73py 9 TEP o�� ' STEP STEM STEP. be approximately squar and 4oa f -less.STEM WALL RETURN S ' �y --- J ----- ------____ ... Depth, <br /> ltI __ I 3 The Con[ractor shall tletemilne actual footln elevations basal n final grades and site coati ons,Bottom of Footings shall be set <br /> one <br /> properly gradetl bearing so I Dalow Frost Dep 1. <br /> I O <br /> 7I. ———————— —————————^ —— J 4 Anchor bolts for Exlenor Stud Walls shall be n accordance wan P I-6 of the Shear Wall Schedule of 7IS06.u.o.n, <br /> 3 Qo- fq 5. See 1NS06 for Simpson to USP hardware conversion MO. 0 <br /> STUB OUT REBAR O S07 A't' C' <br /> PLACES) 0 PER Cn <br /> �o ATTACH 2z PDRCH--� 13/S07 LEGEND <br /> WALLS DIRECTLY I ' <br /> TO PORCH SLAB <br /> PER 12/S07 I .-. ) SLAB-ON-GRADE 1 WALLS IR PORCH XX <br /> 7 <br /> ------'- ---- - PORCH S07 WALLS DIRECTLY SXX DETAIL CALL-OUT <br /> L_ TO PORCH SLAB <br /> PER 121S07 <br /> REFER TO ARCH'L ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 <br /> SLAFi-UN-GRADE _ i SECTIOND38/4FOR <br /> PORCH _1 / FRONT PORCH �� F <br /> FOUNDATION SLAB-0N-GRADE PEk PLAN NOTE 1 C <br /> REFER I ARCH -- ------ CONSTRUCTION m <br /> ---, <br /> SECTION D3814 FOR FOUNDATION WALL to <br /> FRONT PORCH <br /> FOUNDATION RAISED FOUNDATION WALL <br /> CONSTRUCTION �,'. r-g^ r-11^ 2'4Yz' fyWG� <br /> 30'-Ir' BEARING OR SHEAR WALL ABOVE 4 <br /> I <br /> EXTENDED FRONT PORUI, 113I <br /> a <br /> CRAWL SPACE POST BELOW <br /> V FOOTING(:ALL-OUT SEE 5IS07 <br /> tY <br /> STEP STEP TOP OF BTEM WALL <br /> 0 1 2 4 8 16 S02B <br />