Laserfiche WebLink
W <br /> - Tlt <br /> 30,_0" U: - nth <br /> lL= : W <br /> z= <br /> 0 <br /> SLAB-ON-GRADE �W' <br /> STOOP <br /> n� <br /> t-, <br /> r-- -------- ---- ---- <br /> I I <br /> `.. i------------------- STUB OUT ----------- i In• vv7-1 i�• <br /> I (3 PLACES) <br /> I I <br /> I S07 <br /> �a TVP TVP <br /> 4 T.1 <br /> Ir— r—r r— r—I r--11 <br /> co <br /> J L J L J L J <br /> L J18 L 1B 18 i6 18 i tGn'���� <br /> F <br /> I 8 24 18 8 3a4„ 1 d V <br /> —,r---- , <br /> � <br /> �J I I ® II ® � <br /> ® +JI — L—J LTT-J W <br /> 2'_0" 3'-sYx" 2'-11" 2-0" 1 t—— ——--— ——— — <br /> 1 -- T Q <br /> --- ------v1s — — <br /> Z <br /> I I L O O <br /> o I Z,_D" s.�" 2.�" 12._6" 1s'-sYz" I I v J H <br /> I Q Q <br /> I r® I J <br /> W <br /> 4'_2Y," J I <br /> or � � t8 I SLAB-ON-GRADE <br /> �+ tfi I PER PLAN NOTE 1 <br /> 4 <br /> L J L®J I I I I so7 <br /> ALL FRAMING Ok HARDWFF:E I � F— <br /> NOT SHOWN OR SPECIFIED - W <br /> TOREMAIN UNCHANGED <br /> ._. z W <br /> O W <br /> FOUNDATION PLAN NOTES LL <br /> 1. Slab-an-Grade shell be 4 track.Slab shallbe pouretl over Frey Dra ning Granular III per G t h'cal Report.See Architectural O <br /> I I AIN STEP I I �,ZO yy Drawings for Slab Elevation Depression and Slope requ rements, <br /> PLACE) 1 - - iEG STEM 1 STUB OUT STEP I —y 3 - <br /> REBAR 1 B L RETURN I REBAR 18" L— S07 8 J 36 2. ConsuucfonlConhol Joint in Slabs are optional but recommended to control crack ng When used,slab area b tw t]cuts shall Q G,` _ <br /> L - _ (3 PLACES) 36 STEM STEP be app—imately square and 400-sf or less. <br /> L----- -- -----------ST -- _ JIB <br /> STUB OD I <br /> ILI <br /> 9Y, - J The Co tractu d m ne actual n el—tons ba ed r i g es and site conditions Sonora of Fo a sat <br /> —� on compatant rpropeAy graded beanng sro!I below Froet Depth o 'cal rad - of nys Tall b <br /> I — — r--o---------------� I O <br /> 1 I \sD� I P1 2 _ J —— J 4. Anchor Bolts for Ezteror Stud Walls shall he in accordance with P1-6 of the Shear Wall Schedule of IIS06,u F <br /> I I s� � STEP I '� I a I r <br /> N PER NAS 5. See 101S06 for Simpson to USP hardware conversion table. d <br /> 1;. bi STEP I � __ I STEP W 13/S07 L W <br /> SLAB ON-C f'A DL _.. ;: I (131SO") q <br /> — Pokyl LEGEND <br /> TO ARCH'L SECTION 1 XX <br /> 1 - ATTACN'b. 1 1,— OR FRONT PORCH S07 SLAB-ON-GRADE SX.X DETAIL CALL-OUT <br /> 1 DIRECTLY l t,PUr,I i.S ATION CONSTRUCTION PORCH <br /> PER 12/SO, 5'-2" 3Y° <br /> S07 \ H_ i. ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> -. --_- REFERTOAR,-,Jii—L.'I,.:�: <br /> D3814 FOR I n 1 h:" 1'$" T-BY2" T-6" 15'-3" 2'-OY <br /> FOUNDATIiAl I 1 I. '..: 2'-Q%47 4 SLAB-ON.GRADE PER PLAN NOTE 1 <br /> 30'-0" op <br /> FOUNDATION WALL N <br /> EXTENDED FRONT PORCH OPTION_ELEV.'C' <br /> 0 RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE h <br /> FIN <br /> CRAWL SPACE POST BELOW � <br /> XX FOOTING CALL-OUT SEE 6IS07 ¢ c <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 w�0 2 C <br />