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a <br /> w. <br /> o <br /> u2 - w <br /> 1�x - <br /> IT-0" 13'A" a r=, <br /> Q SLAB-OWGRADE <br /> 2a Q STOOP P7 6 <br /> 2 --------------- <br /> STUB OUT - <br /> REBAR 18" <br /> (3 PLACES) - I I I ( z 3 <br /> PIA I 18 18 18 I ( _ <br /> ®J LJ_JI I r� <br /> - I r— <br /> Ad <br /> I I <br /> 4 bf ASH. I <br /> I N� <br /> I I TYP I S07 f h o <br /> TYP E <br /> I I 1e 1B to Q�� 1B 16 I <br /> L I I I I I ® I 11 <br /> I L J L J L J L Jr <br /> 6A„ 6. . 6.A, 2•_0" <br /> ~ <br /> 00 0 <br /> 1y I I Lj_ w <br /> LLJ <br /> '' ® <br /> J <br /> PIA I O O <br /> DE <br /> I I I I <br /> m I 2 ILL <br /> B to <br /> I Ir—� <br /> 1 I ® SLAB-ON-GRADE 2 <br /> PER PLANNOTEI S07 <br /> 0 6'-2' <br /> i I H <br /> I W <br /> ALL FRAMING 11 FAR- 'RE ( I Z <br /> NOT SHOWN OF SPECIFI . M I i O > <br /> 70 REMAIN ------— I FOUNDATION PLAN NOTES LL <br /> _ —_ <br /> HD HD I. I 1. Sla a ra.shall be4'thtl Slab shall be poured Free Drar ng Granular F11 per Get h IR spoil.See ArChl ec ural Q <br /> Orawings for Slab FJevat on Depress on,and Slope requ remeras. <br /> Lk <br /> Q z24"NIIN RAISE.---- UB OUT-- r N 2. Const udroNControl Jo nt in Slabs are optional but recommended to control cracking Me usetl slab areas betweer joists shallSTEM WALL RETURN SREB.AR la' j�j r'.vf. r�.k-$. g^ be approarmatly square and 400-sf or less U <br /> Ef' 13 PLACESI P �S O�q Tll�,STEP No0 a+o0. (STEP STEM STEP I� _ J — 'Q - J 3. Connector shall determine actual looting elevations based on final grades and site conddions.Bo(mm of Footings shall be set Z <br /> ——— — on coompetent propedy graded bearing soil below Frost Depth. <br /> - ———————— ———— ————— —— J 4 Anchor Bolls for Exterior Stud Walls shall be'n second a—with P1-6 of the Shear Wall Schedule of 11S06,u.o.n. <br /> F O Q <br /> g�0 I I I NA g rp 5 See 10/S061or S mpsan to USP hand.......sion table. U <br /> I I STl1B OUT REBAR —— — e y0 S07 A'ZO P- 1 f 0 <br /> 18"(3 PLACES) I aro v 9 PER Lim (n <br /> ATTACH 2x PORCH- 13/S07 LEGEND <br /> WALLS DIRECTLY — — — -- Pt- <br /> TO PORCH SLAB (H=5'A") <br /> T- 1 -ATTACH 2x PORCH <br /> PER 12/S07 S07 WALLS DIRECTLY:7 <br /> XX <br /> _ .1'L. PORCH SX.X Ot7All CALL-OUT <br /> — 1-- --.I TO PORCH SLAB <br /> PER 12/S07 <br /> REFER TO ARCH'L ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> t <br /> SLAB-ON-GRADE SECTION D38/4 FOR <br /> PORCH_ <br /> / FOUNDATION SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> REFER TO ARCH'L— CONSTRUCTION m <br /> --- <br /> SECTION <br /> D38/4 FOR L J FOUNDATION WALL <br /> FRONTtoFRONT PORCH <br /> FOUNDATION Ely <br /> 6'-8 RAISED FOUNDATION WALL ~ <br /> CONSTRUCTION 1�_71^ 24Ya W <br /> 30'-0" 0 BEARING OR SHEAR WALL ABOVE n <br /> EXTENDED FRONT PORCH OP TiOv4-ELE,i.'A' F N <br /> CRAWL SPACE POST BELOW <br /> 0- FOOTING CALL OUT SEE-07 I j <br /> STEP STEP TOP OF STEM WALL <br /> 0 <br /> 8 16 S02A <br />