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N <br /> W >, <br /> p E xl- <br /> UC. 5 n <br /> ILM § w <br /> U � - <br /> 30'-0" <br /> r= <br /> 17'-0" 13"0" <br /> m <br /> s <br /> Q SLAB-ON-GRADE <br /> 24 STOOP P1� vi <br /> r - -- <br /> _„ _ I ; <br /> s7UB OUT <br /> RESAR 18" I I 1n GLa t , <br /> (3 PLACES) <br /> ------- ---- -- JL�J L®J L1JI F <br /> T.I <br /> ti TYP I S07 <br /> o Q a Qy S07 TYP <br /> e to a Q� to to I W ass <br /> —� <br /> I — I I IL J® 1 I ® r <br /> L J L J L J L J <br /> j 1 OD U' <br /> 11 <br /> F I <br /> V— <br /> I I T LL <br /> I 21.°.. ; rT Ia a—� z I �L Q <br /> - <br /> al ___—_ P1s —_-- I O 0 <br /> II J H <br /> 10115t <br /> PWZoLUy I 2 LLJ <br /> I I 1B ie I <br /> II I I <br /> I. 2 <br /> - SLAB-ON-GRADE <br /> PER PLAN NOTE 1 I S07 <br /> _- 2'-0" 6'-5Y"- 2'_p (ELEV VARIES) o <br /> II I I II <br /> W <br /> I IIS <br /> EMAIN � I I � <br /> ALL FRAMWG ORHA1,31—f J J <br /> SNTOOT R OW <br /> PECJFIED <br /> l <br /> UN HANGEu I I I I <br /> —J - FOUNDATION PLAN NOTES V- <br /> I I 1. S ab-on-Grade shall be 4 thick Slab shell be poured over Frea Drai rig Granu a F II per ea echniwl Repo See Arch tectural O <br /> HD HD I I I Draw ngs for Slab Elevation,Depress on and Slope requirements. u�/ <br /> 24 MIN RAISED <br /> UU)UT-- �N N 2. Constr—nnately square <br /> are a n Slabs ate optional but recommended to control cracking When used,slab areas between jowls shell Q <br /> STEM WALL RETURN ,) I ' S7. I I A ��. ( I pprozmtatety square and 400 xf or less. <br /> STEP ( PLACESI 'TEP ��oO�4 ISTEP No�i No0 I STEP STEM STEP <br /> __ .._ _._.� `j __ L— —s•_———v J __ ________ _— I 3, Tha Contractor shall determine equal looling elevatlons bawd on foal grades arM s to wntlit ons Bolton of hoobng5 shall be Set z /1 <br /> ... — -- — <br /> on competent,properly graded bear rig ,it below Frost Depth, <br /> LL O <br /> — ... -------- ---------- -- S. Sea 10/S06 for <br /> ——— — , r— J Its for Exterior Stull Walls Shall ben accordance with P1-6 of the Shear Wall Schedule of V806,u.o.n. <br /> b O� P7 J I ST 3 Q'b Simpson to USP hardware conversion table O U l <br /> I 58"j3 PLACES�R — �p�Or S07 y� PER L <br /> Z- ATTACH 2.PORCH 13/807 LEGEND <br /> WALLS DIRECTLY ( I — — — -- - (H=5'-6") <br /> TO PORCH SLAB _—_ — - <br /> '- 1 ATTACH 2x PORCH -� <br /> - PER i21S07 I SLAB-ON-GRADE <br /> S07 WALLS DIRECTLY DETAIL CALLAUT <br /> r PORCH TO PORCH SLAB SX.X <br /> PER 12/S07 <br /> / REFER TO ARCH'L pri-3n ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> SLAB-ON-GRADEI SECTION D38/4 FOR <br /> PORCH t.S07;� <br /> - FOUNDATIONH aLAB-ON-GRADE PER PLAN NOTE 1 k <br /> REFER TO ARCH'L CONSTRUCTION -- _ m <br /> 1 m <br /> SECTION 038/4 FOR r —rL —�1J FOUNDATION WALL y <br /> FRONT PORCH 1641 <br /> TONFOUNDA <br /> CONSTRUICTION ""'_'._-__-10 ✓:' ---- -- ----- 1'_3" I '�I RAISED FOUNDATION WALL W <br /> a <br /> EXTENDED FRONT PORCH-OPTION_tLEV.'B' 30'-0" BEARING OR SHEAR WALL ABOVE <br /> 0 <br /> CRAWL SPACE POST BELOW ig <br /> i <br /> 0 <br /> OFOOTING CALL-OUT SEE SIS07 <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02B <br />