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c <br /> �P <br /> 0 <br /> W <br /> L7 S p <br /> Ir W = <br /> > <br /> a Ww <br /> x= <br /> SLAB-ON-GRADE m'm <br /> STOOP <br /> !L — <br /> n <br /> m. <br /> _ r------ _- --- -- — ---� CL: <br /> STUB OUT ———— dk <br /> REBAR 18" <br /> (3 PLACES) (� <br /> W <br /> TYP <br /> sD7 I I I z <br /> I I I I m <br /> I <br /> 0„ _0-0��__—___ -6'-I" 54ie'-- 4'-3Y:" 2'-I' _ t�o, AS"' <br /> 0 <br /> mP\r seas } <br /> ew�h�^d <br /> L J <br /> I I ! I I <br /> � <br /> r—, <br /> ------ q` ® m coJ <br /> ' W <br /> e a l i so� <br /> %yag—Io'-sY <br /> HD <br /> O <br /> Q <br /> a IIwS <br /> 2 42 Z W <br /> - I w W <br /> I I I - r-.- ® ®_ <br /> SLAB-ON-GRADE I� <br /> PER PLAN NOTE I L— J I <br /> (ELEV VARIES) <br /> _— =-3 T <br /> ALL FRAMING OR HARDWARE <br /> - NOT SHOWNORSPECIFIED <br /> 1'-0Y1' _9 TOREMAIN UNCHANGED <br /> I I I I I I <br /> W <br /> yrE JB OUT �� srEP ` STUB OUT X <br /> 3AR 18" I I .� REBAR 18.1 I Z Lu <br /> --X^ LACES) I I _ ———— (3 PLACES) I W <br /> FOUNDATION PLAN NOTES: _ O L.L. <br /> STEP I I STEP Stab on Gratla s be 4 t4 ih k Slab shall ba pouretl over F D gam'¶per Geote cnnlcal Renee ArcTFedural O <br /> S07 ATTACH 2x PORCH WALLS _ J I "' L——_ _ Draw ngs for Slab Elavauon.Depression,and Slope requ r z <br /> —— DIRECTLY TO PORCH SLAB <br /> I J r <br /> ' I <br /> Q <br /> I - I f— <br /> SIEP STEP <br /> L— __——— PER 12/S07 I'� - J' - — 2 b pp x ma y rogl Jo nt n Slabs are optional but recommentletl to control cra<k'rng.Wren used slab areas between jo sls shall <br /> — --- --------- — - ---- edao-odon/reins�aeanaaooererleea Q J U <br /> ——-—————- — ST 3. The Co it for shall deter mine-Wal footing el-th ona based on final grades antl she tonal ons.Bottom of Foot ngs shall beset <br /> ————— ——_— _ ——__———— — O J <br /> ys v v I ipQ�p 4 on combatant properly graded beenng sa I below Frost Depth. O <br /> G o <br /> �> ui . Anchor Bolts for Extenor Stud Walls shall ben accordance cth Pt-6 of the Shear Wall Schedule of 11SO6,u.o.n. (— <br /> ------- ------.----- —� —{_ _ SLAB-ON-GRADE I. y-g 5. See 701806 for Simpson to USP hardware conversan table. O U <br /> SLAB-ON-GRADE ,I0 PORCH - h <br /> L 29 I ---- —_ I 0 <br /> PORCH — D ATTACH 2x PORCH WALLS �- -' I U <br /> REFER TO ARCH'L SECTION — --� "� WAY;• DIRECTLY TO PORCH SLAB —— —— ——— LEGEND <br /> ——— <br /> D38N FOR FRONT PORCH PER 12/S07 1'-10Yz' <br /> FOUNDATION CONSTRUCTION —8 1 <br /> ---155' REFER TOR FRO TPORCHSECTION S07 XX <br /> DETAIL CALL-OUT <br /> 038/4 FOR FRONT PORCH SX.X <br /> FOUNDATION CONSTRUCTION 2'40Yz' <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF I/S06 <br /> 1 <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' SL48-ON-GRADE PER PLAN NOTE G <br /> ----, do <br /> FOUNDATION WALL W <br /> F <br /> 0 RAISED FOUNDATION WALL <br /> W <br /> I BEARING OR SHEAR WALL ABOVE d- <br /> ry <br /> ®®® CRAWL SPACE POST BELOW � <br /> XX FOOTING CALL-0UT SEE S/S07 W <br /> W <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 b 16 <br /> S02A(M) <br />