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if <br />ALL FRAMING OR HARDWARE <br />NOT SHOWN OR SPECIFIED <br />TO REMAIN UNCHANGED <br />STUBOUT <br />DOE <br />REBAR <br />REBAR1" \ <br />(3 PLACES) <br />STEP <br />_ <br />- --J <br />L — — <br />J STEP I <br />— — — — L <br />b <br />�^ <br />+� <br />SLAB -ON -GRADE <br />2'_9•• - <br />D <br />— — — — — — —�JPORCH <br />ATTACH 2x PORCH WALLS <br />--- <br />-----�-- <br />DIRECTLY TO PORCH SLAB <br />PER 121$07 <br />\ <br />S07 <br />REFER TO ARCH'L SECTION <br />2'-10Yi' <br />fl'-5" <br />D3&4 FOR FRONT PORCH <br />FOUNDATION CONSTRUCTION <br />EXTENDED FRONT PORCH OPTION - ELEV. 'A' <br />SLAB -ON -GRADE <br />STOOP <br />[I — -- — — — — — — — — — — — — — — — — — —11 <br />-- ., I <br />STUB OUT <br />REBAR 18" <br />(3 PLACES) <br />� I I <br />I I I <br />I I II <br />I I I I <br />D. a'-3Y" TM4'-3" s'-4Yz" 8'-1" 6'-0" 2'-P. <br />a <br />SD7 g o <br />I f' I 1s 1a 2a 2a 1B Qom¢- 1e I I <br />s I ® l 10 II <br />L_J" L J <br />11 � I I <br />I 1 ,e 1a 1e I I <br />L: L J L J <br />:IO,• 4'-3y2" 4'-3" — 4-3" —— - — — — — — — — — - <br />I I <br />I I I 1 \ ry 41"': <br />, <br />s-tYi' H <br />I I I 1-s I I <br />I I I I <br />I I II I I <br />®® I I® I I® II I I I <br />L J L JI SLAB -ON -GRADE <br />L _ J IIT PER PLAN NOTE 1 <br />-0" 3'-1Y2' 4'-1%'—Ar-2'-0 (ELEV VARIES) <br />II I I I 1 I <br />I I I I I <br />STUB our sTEP 'I " <br />REBAR 18" <br />— —..... ..... 1 <br />(3 PLACES) <br />TEP ( I I p 3 <br />L — — — ATTACH 2x PORCH WALLS SD7 <br />STEP I I DIRECTLY TO PORCH SLAB <br />— - L _PER 12/S07 - - — — — _ J <br />--------- <br />1 <br />— — — <br />--- <br />SLAB-ON-GRADE <br />PORCH <br />REFER TO ARCH'L SECTION <br />D38/4 FOR FRONT PORCH <br />FOUNDATION CONSTRUCTION <br />TYR <br />FOUNDATION PLAN NOTES <br />1 ab-o rode shall ba 4 thick Slab shall ba poured ova. Free rain rig Granular I per eotewn wl Repon. See ArcNteclural <br />Orawingx for SIaD Elevegon Depression and Sloue requ'.emenls. <br />2 ConslrucuonlConlrol Jon- Slabs are oplonal but recommended to control track ng When used also areas between )c sts shall <br />be approximately square and 400-.tor less. <br />3 The Cunt actor shall determine actual fooling slawallons based on final grades and site conditions. Bottom of of Footings shall be set <br />on competent properly graded bearing soil below Frost Depth. <br />a. Anchor Bolls for Ell,... Slud Walls sha0 - In accordance with PI.6 of the Shear Wall Schedule .11/506, u.o.n. <br />5. $ae IUS06 for Simpson to USP hardware conversion table. <br />LEGEND <br />XX <br />•-SYz" SX.X <br />L�J <br />f� <br />O <br />STEP <br />DETAIL CALL -OUT <br />ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF ,/SO6 <br />SLAB -ON -GRADE PER PLAN NOTE 1 <br />FOUNDATION WALL <br />RAISED FOUNDATION WALL <br />BEARING OR SHEAR WALL ABOVE <br />CRAWL SPACE POST BELOW <br />FOOTING CALL -OUT SEE 51S07 <br />STEP TOP OF STEM WALL <br />0 1 2 4 8 16 <br />T1 T. L, <br />k. <br />"x <br />n Do. , <br />NL 1017 <br />M _ <br />W <br />zw <br />J < <br />¢ <br />z� <br />O Z <br />Z \- <br />Z / <br />WW <br />J <br />.J W <br />Q <br />r <br />z W <br />W <br />0 <br />LL <br />O Z F- <br />� U <br />z O <br />0 <br />U_ <br />UL U) <br />S02A <br />