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HomeMy WebLinkAbout0898.97.1LEGEND FOR FOUNDATION PLAN: C.M.U. WALL C.M.U. WALL WITH BRICK POURED CONCRETE WALL --- - - - - -- i CONTINUOUS FOOTING L— — — — _ _ — — — J (2) 4'X8' PRE -CAST LINTELS -.- W8x18 - DROPPED - BEAM ABOVE (SIZE /TYPE NOTED) BP BEAM POCKET (SIZE NOTED ON DRAWINGS) mi WALL PLATE LINE MARKER A (-32') PRE -CAST LINTELS (2) TYPE 'A' (OR OTHER - SEE BELOW) BOTTOM OF LINTELS AT 32' BELOW TOP OF FOUNDATION WALL (OR AS NOTED OTHERWISE) Iegend.fnd01 I A - 32' long F - 72' L - 112' B - 40' G - 80' M - 120' C - 48' H - 88' N - 128' 0 - 56' I - 96' 0 - 136' E - 64' J - 104' P - 144' FOUNDATION NOTES: I. ALL FOUNDATION WALLS TO BE 8' THICK UNLESS NOTED OTHERWISE (U.N.O.) 2. DIMENSIONS ARE TO FACE OF WALL TYPICAL (U.N.O.) 3. TOP OF STEEL BEAMS TO AL I GN W I TH TOP OF FOUNDAT I ON WALLS (U. N. 0. ) 4. TOP OF CRAWL BEAMS ((4)2x12) TO ALIGN WITH BOTTOM OF FLOOR JOISTS (U.N.O.) 5. USE PRIMARY SEWER ENTRANCE LOCATION UNLESS SEWER LATERAL IS ON OPPOSITE SIDE OF DRIVE THEN USE ALTERNATE ENTRANCE LOCATION. 6. FOUNDATION DIMENSIONS TO 8' PORTION OF FOUNDATION WALL (U.N.O.) 7. ALL BASEMENT POURED CONCRETE WALLS TO BE 8' -0' IN HEIGHT (U.N.O.) 8. ALL PRECAST LINTELS SHALL HAVE LINTEL POCKETS AS REOIIIRED - TYPICAL POCKET SIZE TO BE 8 -1 18'w x 8 -1 /8'h X 4'd (U.N.O.) notes.fed01 9 • m u-, m M cu 0 .o cu Irmilr 8' 11'-4* 53'-0' 15' -0' 4'-4* 61-0, NO ANCHOR BOLTS 91-8* r-------------- I - - - - -- ---- - - - - -, I Ir - -- -------- - - - - -- -- - - - - -, I I zr I e I I I I I I I I I ° ( PATIO i r— --------- - - - - ' I I 4' CONCRETE SLAB I I ON GRANULAR FILL m o I I I I)----------------- - - - - -, - -- -------- - - - - -- 17 7 - - - - -co J I I I I I I L---------- -- - - - - -, 1 � ----------- - - - - -- - - - -- J -- I I I I I TB I I I I 4 -2 1 /4' I I I I I I I I I I/ I I _ II I I\ it I L_J I I , N JL_ _____ x\ I I I I �A.W \ 1 I I I I 3' -3 112' 5' -10 3/4' ( r - -- I I I I I I I I WALL CL 1 I SLAB I I I I I I I I t I I I 4' CONCRETE SLAB ON 6 MIL VAPOR BARRIER m I I II11 I I I I I I -1 ON 12' MIN. GRANULAR FILL I 16' -6 l /4' 10' -11 1/2' I I'I I I 15'-10 1/4' 8'-4' L - - -� I I I I I 24' X24' x8' d I I I I L 1 1 1 1 1 I I THICKENED SLAB I I 1 1 I I�'i I I (TYP. 3) I I I I I I I I I I I I I i- 1------- - - - - -- -------- - - - - -- -- - - - - -_ I I 1 t - I V-11 112 I , IIII r — — — — — — — — — — — — — — — — — — — — — — -- - - - - -- I 2' -0. 1 I 12' -1 3/4' }-- -. 3. -6 3/4' 8' -6 1/2' - - - -- / -9. - - - -- --- - - - - -- - 19-8 - - - -- I I________ _ 1) 1 m --------- - - - - -� J J L L— l I __j — — — - i I ^ — — — — — — — — — — — — — I I L--------- - - - - -� -- IIt I III \_i II I I r — I — r — — — — — — — — — — — — — — — — — — — — —' I I I , I I =_= = �— — — ( - J I PRIMARY SEVER/ o I I i-------------- - - - -_N - - -�- -� Ii i III T I i- I WATER LOCATION m L - -- ---------- - - - - -� — - - ---- — — IP L -- - - - - -- -- - -- - - - -J I �- - -- - -- - - -NO -------- - - - - -- I -I I I ANC- o 16'x8'd THICKENED I ( BOLTS I I SLAB (TYP) I i 1'-2 1/2' F\ - - - — 1'-9 3/4' I 12' I I -I1 3/4' I1' -9' (WALL CTR. /WALL CTR.) 5' -3 V4' I I I I I I (WALL CTR.) (WALL CTR.) I I I 1 �o cf� cn I I i I I I I I 1 L-- - - - - -- - -- ----- - - - - -- --- - - - - -- o I I I i I I I - - - -- - -- -- - - - - - GCONCRETE G ------- -PORCH - - - - -- --- I I SE 4' LA B I I , ON GRANULAR FILL Sf Dl7 l 3' I I I 4' CONCRETE SLAB NO ANCHOR BOLTS I 4 m I I I ON GRANULAR FILL I I I I I , I L__ _ _ ____ __ ____ ____ ____ ________ I I i I I I I I I L---- - - - - -- - - I I I cm I I ----------------- --------------- - - - - -� I I L— — — — — — — — — — — I — — --- — — — — — — — — — — — — — — cu — — STIR WALL ABOVE ( TYP. ) 2'-6 1/2' 16' -3' 20'-0 1 12• 11' -7 1/2' 53'-0' FOUNDATION PLAN B ELEVATION SLAB 2'-6 1/2' ()Sq �..q I °I .m �o N 0 IL v� rp v C4=. .. aCC:'� 0.!a a w z a«Oa W :0LLv t« fl. emu. J d0 W W >" SCALE: IN = 1'-0* � � .+ N Y ..f o O M v s o v I, i • �f- 1 W a