Laserfiche WebLink
O _ _ <br /> U Os <br /> 30'0" <br /> S <br /> m� <br /> 07 <br /> Q SLAB-ON-GRADE <br /> S. Q STOOP P1� <br /> - --- ------ <br /> I .. <br /> L _j r------ <br /> STUB OUT I _ <br /> REBAR 18" I h W <br /> (3 PLACES) <br /> --- ------ JL+J L®JJI I l <br /> 2.-0. 4.-6•, 4.�., 2.-0.. I LLl - <br /> II I I <br /> T. <br /> ��! <br /> 1 _Hi <br /> I I ti� Trn I I sD7 <br /> 0 4 <br /> S07 <br /> I I J L L J L J L J, I <br /> I 2'0" 6•-6" 6•�.� 6'-6yi' e'-6" 2'-0 I -_ <br /> I I I <br /> I I I I <br /> H I CID C'1 <br /> ? I LL. <br /> W <br /> a2 o <br /> e 2a e L ----J (� <br /> z <br /> I ----- s————— 0 O <br /> A2 o I > <br /> o o^ I I = J <br /> �p m= <br /> h I W <br /> I I I I I I Q <br /> 1 1 — 1B 18 I I I: I <br /> r I .,,,..-_ ® I SLAB-ON-GRADE 2 <br /> ( PER PLAN NOTE 1 I S07 <br /> 1 2'0'•-6•-5%i'___ti2 0 I (ELEV VARIES) - <br /> W <br /> CT <br /> FRAMING 1 F 11 J I I w SHOWN r PE,:rl — <br /> DREMAIN JN H,NeL I `' <br /> -- - - --- I 1.FOUNDATION PLAN NOTES I Slab-on Grade shall be 4 th ti Slab shal---b oared ove F Drainimg Granular Fill per Geotecnn,a Report See Archie u.1 Q <br /> I HO HD I I I Drawings for Slab Elevatio D p 'on,and Slope regoir t z <br /> I I I I 5•_3•• 3.�•. I I I > <br /> 14 MIN RAISED-- - <br /> 4 N� N� I 2 Coisstmq o ContmI Jo nt' SI b opt onal but recom nded to control cracxng When used.slab areas bet-er lasts shall <br /> STEM WALL RETURN S <br /> ktBAh )h, ,�, Z B•� ba approun ately square d 400.'( lass. U <br /> o ao No F I 0 <br /> STET .1 A� I STEP. �Sp)�p STEP o� o y STEP STEM STEP I 3 The ConVaaor shall dete - I f un lion basal on foal des and site condn'mns.Bottom of Fooan <br /> L- -s• ----v J ---------- --------- - i on competent properly gratletl bear ng so belov Frost peprh grades gs shall be set <br /> _- _ �y S07 , 4. Anchor 8olls for Exterior Slud Walls shall be 1n accordance w tf P I-G o <br /> � r- f me Shear Wall Schetl�le of i/SOo,u.o.n. <br /> I I N� 3 ^ m 5. See 101SO6 for Simpson to USP hardware con—on table. O U <br /> 1 STUB OUT REBAR s S- h�0 <br /> (3 PLACES) I db s• y p� L <br /> y ATTACH_x PORCH-- <br /> wALLs DIRE <br /> — — — —_ P1 13 s07 LEGEND <br /> TO PORCH SLAG i• (H=5'S") - <br /> PER 12'S07 L .1 - 1 ATTACH 2x PORCH <br /> S07 WALLS DIRECTLY <br /> - - _ /(� _ --_.j PORCH TO PORCH SLAB SX.X DETAIL CALL-OUT <br /> PER 12/S07 ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11SM <br /> / REFER TO ARCH'L <br /> SLAB-ON-GRADE / SECTION D38/4 FOR <br /> �-PORCH J J FRONT PORCH a'LAB-ON-GRADE PER a <br /> FOUNDATION PLAN NOTE 1 <br /> k <br /> REFER TO ARCH'L ---1/ CONSTRUCTION <br /> SECTION D38/4 FOR <br /> FRONT PORCH LOJ FOUNDATION WALL do <br /> FOUNDATION 2'-S 22' 6'-9" 15'-3" ~ <br /> CONSTRUCTION - .,I - V-3" 1'-11" 21-4y w I <br /> RAISED FOUNDATION WALL � <br /> BEARING OR SHEAR WALL ABOVE <br /> dL <br /> 30'-0" <br /> EXTENDED FRONT PORCH OPTION_ELE'✓,'H' od a <br /> —- - <� CRAWL SPACE POST BELOW <br /> J` FOOTING CALL-OUT SEE 1-.1 W o j <br /> � <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 [ 4 6 16 S02f <br /> 714'=T-0" <br />