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HomeMy WebLinkAbout0751.95.1LEGEND 8' C.M.U. NAZI P.C.L. 'A' 32') PRE -CAST LINKERS 0 TYPE 'A' ISEE IM BOTTOM OF LDQEiS AT 32' RON TOP OF CO M NALL OR AS NOTED OH MM I2! 4'x8' PIE-CAST LDULS A - 32' Iwo F - 72' L - 19' B -40' 6 -80' N -120' 8' POW® CONCRETE NULL C - 48' H - 88' N - 128' 0 -56' I-96' 0-136' E -64' J -104' P -f44' —• N8x1B - OlO —}—•— BEAN ABOVE LP LINTEL POCKET IB-i /8'r z 8 -i /8'h x 4'd TYP.) BP BEAM POCKET ISIIE NOTED ON ORAlIM iopm. fnd01 NOTES: f. ALL FOUNDATION WALLS TO BE 8' THICK UNLESS NOTED OHMSE W.N.C.) 2. DINENSIOLS ARE TO FACE OF WALL TYPICAL (U.N.O.) 3. TOP OF STEEL BEAMS TO ALIGN WITH TOP OF FOUNDATION WALLS W.N.O.) 4. TOP OF CNANL BEW ((112x12) TO ALIGN WITH BOTTOM OF FLOOR DUSTS W.N.O.) 5. USE PRIMARY SEWER ENI WU LOCATION UNLESS SEVER LATERAL IS ON OPPOSITE SIDE of DRIVE TO USE ALTERNATE ENTRANCE LOCATION. notes.fndol 1� I i i I ir zm io It 11'-4' 53' -0' 40'1' - f3' -0' I 16'-8' 14'-61 r - - -- -------------- - - - --� 1 �I fJ_-- -- - - - - -- L ---- - - - - 4' CONCRETE SLAB I I ON GRAMLAR FILL T I I 2'-0' LP a In I r--------------- I Ir----------- - - - - -- 2'10 1/2' 5' -0' 81-9 1/2' I I I I RP I flL -- lP —� P.C.L. 'E' -32 r -- - - - - - -J I I I I I I I I I I —C— RA— M—lL — — — - - - BASEMEN 4' CONCRETE SLAB ON 6 MIL VAPOR BARRIER N ON 4' M. GR M" FILL 4' MIN. GRANULAR FILL 2' -B'r x 2' -0'h ON 6 NIL VAPOR BARRIER CNANL ACCESS 7' - 7' -4 3/4' 104 3/4' T o 4' -Oar x i-45h T 3-1/2' OU. STD. STEEL DUCT ACCESS L fill — N � I I COL M ON 24'x24'z12'd I I I ( CONCRETE FOOTING 1 I I STAIR IP f3 RISERS I i r — — — — it 86+1- / it TWO I I BP r— I I it 9' DOSING OYETNNm 1'1 I I I 1 - -- + —�--+— �,ci2f,�oRoPPED —� --± � �KNOODMILINS 3,_i. 4 I IL II `" °P I 3-1/2 DIA. STD. STEER L I I -BEAM POCKET: COIUAM ON 30ox60ox12ld C — — — — — I ! 6'r z 8 -5/8'h x 4'd ITYP) I I I I I C C ETE FOOTING 2x4 W POST ON I 1 ! 24'x24'xi2'd MOM SLAB I !6'r x 8'h I I BOX OTT JOIST FOR — — — — I I i MA VENT ITYP) HEAD CLEARANCE NCE - SEE I I I DETAIL ON SHEET D! I 1 C2, I I I� —i 2'-2 3/4 '3'-2 3/4 5' -1 1/2 8'-0 I 9' -4 f 3'-0 I I I I I I I ANCHOR Bolls - - - -- - - - - - -J L---- - - - - -- - -- - - - - - -� L -- — — — ----------------- - - - - -� r -- - --Lp --i P.C.L. 'F' -32 r - - -- - - - -- ---------------- - - - - -� I ' I I -� - - - -- - - -- - - - - - -- � - - - -,P - - - -- pit PORCH 4 W W 4' CONlCRETE SLAB I I I I i ON GRAIUAR FILL 1 I I I S rl n a F_ T 'N' -24 P C L 'G' F2411 1 I 1 I 3'-0' 3'-0' RiNDNARY SEiE}i/ MATER LOCATION W-O' L _ J 24x2 /x8d KXNCfEIE PAD FT6. (TYPICAL OF 31 4' 20'-9' ANDS 1-1/21 5' -O' I I I I I I 4' CONCRETE Is I I 1 ON WAWA FILL 1 I 5' -0' 16' -4' I I I I iv I I I I 4 I I I D-3 1 I I I I I STIR MALL ABOVE (tYPI � N I 24 1/2' L 16' -3' L 2'-8 10' -7' 1 21'-41' FOUNDATION PLAN - "A" Q 4 F le T is com j,%00. e �p� �aaNkl cot �I SCALE: 1/4' = V-01 DA 7/1