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FOUNDATION PLAN NOTES: <br /> 1, n-Grade shall be 4 thick.Slab shall be poured over Free Draining Granular Fill per Geoted,I Report See A,&j a .ral _ <br /> Drawings for Slab Elevation,Depression,and Slope requirements. <br /> 2. ConstructionlControl Joint in Slabs are optional but recommended to control cracking.When used,slab areas between joists shall W <br /> be approximately square and 400-sf or less. U' O <br /> C) 2` <br /> 3. The ConVactor shall determine aaual Iwting elevations based on final grades and site conditions.Bottom of Footings shall beset (Y'y F Z <br /> on wmpetem,properly graded hearing soil below Frost Depth, C) <br /> 4, Anchor Bolts for Exterior Stud Walls shall be in awortlanre with P7-6 of the Shear Wall Schedule of 11506,a <br /> 5. See 10/S06 for Simpson to USP hardware conversion table. Q Q W <br /> a =_ <br /> LEGEND COin <br /> 9N S <br /> 4 2%,. <br /> � DETAIL CALL-OIIT <br /> I F� 9 SX.X <br /> N <br /> SLAS-ON-GRADE <br /> P1 6 ----- STOOP �' ,24 P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11806 V]b a <br /> 'T I <br /> I—— ——— —-- 77!I 1- L 2%" SLAB-ON-GRADE PER PLAN NOTE 1 4' <br /> I H , <br /> T- STUB OUT = 2 d <br /> REBAR 18" - L�J FOUNDATION WALL W I_ <br /> (3 PLACES) W <br /> RAISED FOUNDATION WALL g <br /> J <br /> Lit I Id BEARING OR SHEAR WALLABOVE <br /> -- —� ---_------ � I7i <br /> x <br /> - 2'0" 4'6"�I ---4'-r� 2-0"- W <br /> I I I I <br /> I I CRAWL SPACE POST BELOW <br /> T. <br /> 1 <br /> Typ AS <br /> -` <br /> S07 j I � I _ I XX FOOTING CALL-OUT SEE SlS07 ' .h.'� tc <br /> 4 � z <br /> TYP 1 I S07 i <br /> I ( STEP STEP TOP OF STEM WALL <br /> N 19 <br /> -- - I I ® I 1 '� <br /> J _J J J <br /> i ..2.p•. L L L _J <br /> 6•fii"�6•$., T-0n i r- <br /> LL <br /> W <br /> I I LL J <br /> W <br /> Yx <br /> ,Qn <br /> Z <br /> I gel Q <br /> Li <br /> W <br /> W <br /> - <br /> I <br /> z I sLAE-ora-cRA�F <br /> S07 PER PLAN NOTE t <br /> I (ELEV VARIES) I 2'-0" 20' <br /> I I ! I LLI <br /> ALL FRAMING OR HARDWAR z E W <br /> I I I NTTO ROT <br /> EMASHOW <br /> IN UONCHANGEDSPECIFIED <br /> _O > <br /> W <br /> - HD HD I I �� 7 0 <br /> o- ,a STUB OUT <br /> 24"MIN RAISED Q <br /> 8., REBAR 18" i I STEM WALL RETURN Q U <br /> STEP STEM STEP 1 <br /> I - ------- - L �\ - y�\ STEJ I q��\`� STEP L_ (3 PLACES) STEP 1 Z J Z <br /> 19 <br /> T\� a I I I t 1 7i O7p O U <br /> I_P1-2 -,� I�S07� ,�Z0o^ _ STUB OUT REBAR m 1 I I 1 1, 0 <br /> PER L.L <br /> >, - 9 1 - I 18"(3 PLACES) I b (n <br /> >k— -13/S0 _._� _._______ --.___ '�:' -,- I I ; I ATTACH 2.PORCH m <br /> I WALLS DIRECTLY <br /> 2x PORCH- 1 <br /> L_--_ - - TO PORCH SLAB <br /> , )IRECTLY 507 SLAB-ON-GRADE I _.1 PER 12/S07 <br /> -:ACH SLAB PORCH <br /> - <br /> ' - ER 12IS07 <br /> REFER TO ARCH'L <br /> SECTION D38/4 FOR 1 SLAB-ON-GRADE <br /> FRONT PORCH S07 PORCH i <br /> FOUNDATION <br /> CONSTRUCTION REFER TO ARCH'L m <br /> SECTION D38/4 FOR m <br /> _ FRONT PORCH <br /> FOUNDATION <br /> 2'-a%f. 1'-3" 10'- CONSTRUCTION w <br /> a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' w o <br /> a <br /> 0 <br /> w <br /> s <br /> 0 1 2 4 8 16 <br /> S02A(M) <br />