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HomeMy WebLinkAbout0558.95.3FOUNDATION NOTES: I. ALLOWABLE SOIL PRESSURE 2000 P51. 2. FLOOR SLAB AREAS TO BE COI`-1PAGTEP TO 115% MAX. DRY DENSITY. 3. STANDARD BASEMENT AND 6ARA6E SLAB TO BE 4" CONCRETE OVER 4" GRAVEL FILL. 4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500 P51, SLABS 3500 -51. 5. BOTTOM OF ALL FOOTIN65 TO BE SET BELOW LOCAL FROST LINE. SEE DETAILS. 6. PROVIDE ANCHOR BOLTS 1/2 "PIA. x 10" STARTING © 6" FROM EACH CORNER @ 6' -O" O.G. AND AT EACH SIDE OF ALL OPENIN65, MIN. (2) PER PIECE OF SILL. 7. GRAWL SPACE: A. PROVIDE MIN. 4" GRAVEL OVER 6 MIL POLY VAPOR BARRIER. B. DEPTH OF CRAWL TO E MIN. 2' -C", BOTTOM OF JOIST TO 6RAVEL. iv MAIN Li-VEL FIN. FLR. TOP OF FOUND. HALL @MASONRY COND. Al � PROVIDE 4 "x4" -f j- -ri t-1A50NRY LEPD6E I. -1 N DETAIL lO t-1A50NRY LEDGE lax N WHERE APPLICABLE MAIN LEVEL FIN. FLR. 4-1 OF FO 1t ND t^1N =III LL II Ld D W O m� cv (TYP. ALL) DETAIL 2 16"x24" BRICK P 2' -0" 2q' -O" 20' -8" 10' -O - BLOCK 2' -0" 6' -0" _ 2' -0" FOUNDATION O VENT I VENT —� 10' x 8' CONCRETE PATIO ' jN ��i Sump I � vzX 32X24 d< N AGGE55 PANEL HOSE 2 L E311313* �— CRAWL 5PAGE _ ( I PC LL 8 "Ab" GONG. s BLOCK PILASTER I ry a � � sew � o -q" 6' -2" m o - I f —1 f� I 1 2) 13/4" PG PG i rte i 1/41, LVL`r _ L_ —I L- A L, I BEAM POCKET -4" 24 X 2`i _ 8 "xl6" GONG. FLOCK _ MEGH / (— � I— � I PIERS ON 36" 50.x12" DP AGGF (2) 11 3/4" X q 1/2" LVL - U GONG. FT6. W/ I — — —I — — I PROPPED BEAM — O Q > I (3) #4 BARS E.W. I L L J I N Q L — — — — — — — I L_ z — � 3 112 (P STEEL COLUMN „� I ON 36 x36 x 12 OL — — ` FOOT I N6 �_ _ D - BA5EMENT y o ry N P d I P — 4" GONG. SLAB ON G _ 3 -2 ` 3 -2 SLOPE E2 TO DRAIN I -8" , „ I _. I I 12' -4" -I 1 314" X q 1/4" GARAGE SLAB I I UP LVL GIRDER — — — — — — — NOT EXGAVATED I J 4" GONG. SLAB ON - — — 6RAVEL FILL I ►- F- I PORCH SLAB 2 SLOPE 2" TO DRAIN u� I - d v I I I I UNEXCAVATED = I I 4" GONG. ON 4 MIN. GRAVEL S I -1 IdJ TURN DOWN EDGE I L 8"x32" MIN. DEPTH. — — — — — — PLATE cv -�� -- A -�-- ; 30 "x30 "A 2" DEEP FOOTING ( ( - W/ (3) #5 BARS O I I HOLD EA. WA. BLOCK DOWN , - AT_6ARA6E DOOR OPENING -- 7 -7 ; IER N 3' -1 1/4" 16-1 1/2" 3' -1 1/4" 22' -4" —_ - 8' -0" IT-411 4q' -8" OUT /OUT FOUNDATION Basement Plan Scale: 1/4 " =1' -O" SOD FRONT YARD SEED REMAINDER 688 50. FT. NOTE LOCATION OF SEWER LINE TO BE DICTATED BY SEWER LATERAL LOCATION PER PLOT PLAN; SEE AREA SUPERINTENDENT IF OPTIMUM LOCATION 15 NOT APPARENT; MINIMUM 10' HFTWEEN SEWER LINE AND HATER LINE r;zw lax Z r;zw Ld D W < m O T— LX 7— V Lu �J 11- 5 REVERSE TO P I C- t- IT HAND C2ARA�� JUNE iq, ig5 g