Laserfiche WebLink
J'r. <br /> ILI <br /> L9 >C <br /> O � � <br /> U <br /> u w= <br /> _U a c w w< <br /> IyS x <br /> 30'_0" a < =w <br /> 1 T-0" 13'-0" � <br /> 2Y4" 0�a� <br /> mP Q SLAB-ON-GRADE <br /> 2a STOOP <br /> L J I <br /> R ----- -- <br /> STUB OUT �— I <br /> I , <br /> EBAR 18' <br /> (3 PLACES) <br /> (1a , <br /> —— ———— —— —— ——— <br /> r—� r-4 I C7 <br /> I ---- —^ J �J �® 1J1 W <br /> I <br /> �7 ,7 <br /> I TYP I I S07 0 <br /> I Q S07 I TYP <br /> fir— � r—r Ir�—.�I �,!'c�`'".� <br /> L J L L J L J L J� <br /> 2,_0.. 0'_6" 6.�., 6'43Yi 6'-6" 2._0. I <br /> I �I I <br /> I I I I ~ <br /> I I I <br /> 0 <br /> � I I <br /> I L <br /> (D <br /> - ® r TI® —— �,+ I < <br /> L—J L L—J —"— <br /> O � O ry� I • � 7 <br /> 18 24 18 v <br /> Z-4 L <br /> �I ------ i --- -- O O 13'0" I Q <br /> NZ ? I W > <br /> LLJ <br /> Al�z y I W <br /> I I 1a 1e I I I I <br /> ) I S07 N <br /> LAN NOTE <br /> I <br /> SLAB-ON-GRADE <br /> PERP I 2_ <br /> I 2'-0" 6'-6Yz' 2-0 ( I 4 <br /> I I I I I <br /> I I I I I I <br /> ALL FRAMING Uh W <br /> HARDWIl I ; <br /> [NOT SHOWN OR SPECIFIED I O LL <br /> TO REMAIN U14 IIANGEO <br /> .-- ---- --- I FOUNDATION PLAN ride s 4 NiIh ck SI Thal be poured over D g(iranul11 l per Geotechnital ftepOM 5 A G Ilecturel <br /> HD HD I Drawings(or Slab Elevation,Dep and Slope requ 1 <br /> 6'-3" o,trol cracWng VVhen used slab areas betwee joists shall I}- <br /> >4"MIN RAISED. ___ I - Q <br /> STUB our s� s� I z cn strua omcenlrol ddi r sl b pt oval bm recomme,aed In< <br /> STEM WALL RETURN REBAR i9" ST —— be <br /> ]x xY '$' %y 8" pprox moiety sQuare tl 40D f lass Q <br /> STEP (3 PLACES) ST P Sp a STEP o o STEP STEM STEP. <br /> ——— — — - — /��R L— N O N O J I —————————— ———————————— s The Con facto,shall dele i e actual footing eI-at ooa based on final grades ands to conditions.Bottom of Footmgs shall be set z ^ <br /> Tit 'D -------- ---------^p -- on ea ` L.L O <br /> I _ compele,t properly graded b 'ng soil below Frost Depth Z <br /> a -1 4. Anchor bulls fur Exterior S0.d Walls shall be n accortlanw with PI-o'of the Shear Wall Schetlule of 1/505, <br /> 5. See t01S06 for Simpson to USP hardware conversion table. <br /> STUB OUT REBAR e 3 S07 tit' - '1 <br /> 18"(3 PLACES) _— — soy G PER `L (n <br /> W ATTACH2xPORCH -- t3/S07 LEGEND <br /> WALLS DIRECTLY — — — -- 1- (H=6'-6") ..._.__ <br /> TO PORCH SLAB L_—— 1 ATTACH 2x PORCH 7 <br /> PER 12/S07 I_ -. SLAB-ON-GRADE XX DETAIL CALL-OUT <br /> _ S07 WALLS DIRECTLY <br /> — — PORCH TO PORCH SLAB S X _ <br /> PER 12/S07 ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> — i '-•� REFER TO ARCH'L �� <br /> SLAB-ON-GRADE r_1 <br /> - ( SECTION D38/4 FOR <br /> PORCH FRONT PORCH <br /> FOUNDATION SLAB-0N-GRADE PER PLAN NOTE 1 k <br /> REFER TO ARCH'L CONSTRUCTION m <br /> r ---� <br /> SECTION D3814 FOR L( —'1J FOUNDATION WALL ro <br /> FRONT PORCH <br /> FOUNDATION 2'-6Yz" 6'-B" 16'-3" ~ <br /> CONSTRUCTION --t0'-5Yi' 1'-3" t'-11" 2'-4 w <br /> RAISED FOUNDATION WALL <br /> 30'-01, (� BEARING OR SHEAR WALL ABOVE a <br /> EXTENDED FRONT PORCH OPTION__ELEV.'A' a N <br /> CRAWI.SPACE POST BELOW <br /> 0 <br /> V FOOTING CALL-OU'I SEE 51507 ry�j <br /> pd <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 B i8 S02A <br />