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I 8 <br /> s�u, <br /> �W g �z <br /> Uf 5 ma: <br /> w <br /> Q < ww <br /> a =_ <br /> o~ <br /> SLAB-ON-GRADE m to <br /> STOOP <br /> 1-3 <br /> _�— —� ——— —— STUB OUT —_———— — - <br /> REBAR 18" Fo <br /> I =t <br /> 'd (3 PLACES) I:. I W <br /> SO7 <br /> TYP <br /> �R TYP <br /> a T. <br /> Q° S07 1 ° <br /> r-1 17-1 r— r—I r—, 1 :� <br /> a l I a l I a l l a II J <br /> L J L J L J L J L J fi fig. <br /> ITII 78 18 ,• 18 18 16 � w <br /> l i I i t <br /> 18 tEl <br /> 18 18 ... '24 3y4" 'I o/ V <br /> LL <br /> ® 1. a I a II __ _ <br /> 11 <br /> ` J L -i �L1I JI ,r _� I`—J La_J LU <br /> �2'-11"—.K2•-0 <br /> 1 i• -- — ———— -- -- - <br /> Z <br /> r r— z <br /> I o I,� r-m• s'-BY" z•-li• �r-s" 1s-sYz" <br /> Q <br /> LL! <br /> I <br /> a'-zy," ® I I I I I 1 <br /> I {i' I I I SLAB-ON-GRADE I <br /> I I 18 78 I I I PER PLAN NOTE 1 <br /> a l I (ELEV VARIES) 2 4 <br /> I I l i so7 � <br /> p I I I II <br /> I �IJII I <br /> I L J <br /> ALL FRAMING OR HARDWARE <br /> NOT SHOVJN OR SPECIFIEDLU <br /> TO REMAIN UNCHANGED) 11 I I I <br /> I I I I W <br /> I I I W <br /> LL <br /> o If� I II <br /> FOUNDATION PLAN NOTES <br /> la on-ra e s a e 4'tNc ab shell be pours over roe ra nmg Granular Fill per eolechn'ral sport See Architectural F— O <br /> I O I Drawings for Slab Elevation,Depression antl Slope requ remenls. <br /> STUB OUT LZl1RN STEP i STUB OUT <br /> S <br /> 1 -— r31 STEM STEP 3 6 2 Construc on/Control Joint in Slabs are optional but recommended to control cracking.When used slab areas betweenjoistsC _REBAR IB" ____ REBAR 1B" i _ 36 _ 507 STEM g shall ^ <br /> ( 1 ` (3 PLACES L O STEP J be approximately square and 4op-sf or less LJ _J (.5 <br /> 3 PLACES) - VVAL. - J <br /> o i --- -- -- ---- L <br /> - — -- -J — 3 The ompete t,shall determine actual footing elevations based on fgal grades and site conditions.Bottom of Footings Shall be set / Z <br /> on competent propady graded bearing sdl below Frost Depth LL O <br /> � I <br /> 4 Anchor Bogs for Exterior Stud Walls shall ben accordance wth P1-6 of me Shear Wall Schedule of 1/S06 u,on. I- <br /> I r LL 1\ V <br /> PER Ny 5. See 10/S06 for Simpson to USP hartlware conversion table � U <br /> _ LL <br /> I L y��y J� I 13rs0' �� <br /> O I SLAB-oN-GRAoe H a o <br /> J � p LEGEND � <br /> PORCH _ .. _ D <br /> —_ <br /> -— ABA44Z POST ABA44Z POST <br /> --- --- --- BASE PER 15/S07 1t <br /> BASE PER 15/SO7 <br /> ATTACH 2x PORCH WALLS S07 S X DETAIL CALL-OUT <br /> 1 DIRECTLY TO PORCH SLAB S_2, <br /> PER 121507 SLAB-ON-GRADE <br /> S07 REFER.,-ARCH'L SECTION 1- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> ---+--REFER TO ARCH'L SECTION D38/4 F:`.-!'RONT PORCH HD <br /> PORCH <br /> I D38/4 FOR FRONT PORCH FOUNO=.f.)N CONSTRUCTION 10'-BYz" 151-31 Ak 2'-OYx° SLAB-ON-GRADE PER PLAN NG7E 1 <br /> 10'-1Y"—� FOUNDATION CONSTRUCTION <br /> 2'-0Y4" � <br /> EXTENDED FRONT PORCH OPTION- 3r-0" <br /> ELEV.'A' FOUNDATION WALL <br /> r.--- <br /> LJ y <br /> RAISED FOUNDATION WALL <br /> BEARING OR SHEAR WALL ABOVE <br /> F <br /> /--� CRAWL SPACE POST BELOW <br /> O <br /> t)()() FOOTING CALL-OUT SEE 5/807 <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02A <br />