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HomeMy WebLinkAboutS00120'-412" 14 ' - 0 1 2 " TO ℄ OF BE A M 13 ' - 9 " TO ℄ OF BE A M 13 ' - 9 " TO ℄ OF BE A M 34 ' - 3 1 2 " 8.0 A 8.0 A 8.1 B 8.1 B SCALE: POURED FOUNDATION PLAN 1/4" = 1'-0" • PROVIDE CONTROL JOINT ALONG EVERY BEAM LINE • PROVIDE CONTROL JOINT AT EVERY INTERIOR CORNER • AVOID PLACING CONTROL JOINTS UNDER HARD SURFACE FINISHED FLOORS • AVOID LONG, NARROW "BOWLING ALLEY" REGIONS AND MAKE ISOLATED AREAS AS SQUARE AS POSSIBLE. CJ CONTROL JOINT IN CONCRETE SLAB CONTROL JOINT IN FOUNDATION WALLCJ CJ CJ UNEXCAVATED 4" CONCRETE SLAB OVER 4" GRAVEL BASE SL O P E SL A B 1/ 8 " PE R FO O T MIN . • ALL FOOTINGS DESIGNS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF, MAX • FOOTING DEPTH @ GARAGE DOOR OR PORCH MAY VARY TO MAINTAIN DEPTH FOR FROSTLINE • BASEMENT STAIRS WALLS: 2x4 @ 16" O.C., P.T. PLATES, 1/2" GWB INSIDE, HAND RAIL ONE SIDE • TYPICAL FOOTINGS TO BE 16" WIDE AND 8" DEEP UNLESS NOTED OTHERWISE • FOOTINGS SUPPORTING 2-STORYS OF BRICK VENEER SHALL BE 8" THICK X 21" WIDE. • ALL FURRING AND LUMBER WITHIN 6" OF FIN. GRADE IS PRESSURE TREATED • SOLE PLATE ON SLABS SHALL BE TREATED LUMBER 40 4 0 SL I D E R : SIL L HG T . 3'- 8 " MA X . AB O V E FL - VERIFY LOCATION IN FIELD - DO NOT LOCATE EGRESS WINDOWS BELOW ANY FIRST FLOOR CANTILEVERS ABOVE W E L L AS RE Q U I R E D 14'-514" TO ℄ COLUMN F.D. WH 13'-334" TO ℄ COLUMN 19'-11 34" TO ℄ COLUMN 16'-612" TO ℄ COLUMN 8"w x 812"h x 4"dBEAM POCKET 2'- 8 " 9'-0" BASEMENT POUR 8" THICK WALLS w/ INCREASED REBAR ENGINEERED BY OTHERS. COLUMNS INCREASE BY 12" IN HEIGHT . ADD RISER AND TREAD TO BASEMENT STAIRS Y 3 1/2" CONC SLAB OVER 6 MIL. VAPOR BARRIER AND 4" GRAVEL BASE. P.C.P.C. P.C. P.C. 2'-1012"2'-812" 32 1 6 WIN D O W S 2x4 WALL w/ PT BOTTOM PLATE DRYWALL STAIR SIDE ONLY TO SW I T C H AB O V E 3 3'- 1 " 3'-812" 9'-7" 12'-514" TO ℄ COLUMN 11'-534" TO ℄ COLUMN 11'-534" TO ℄ COLUMN 312"Ø ADJUSTABLE STEEL COLUMN ON 30"x30"x12" CONC. FOOTING 8"w x 812"h x 4"d BEAM POCKET 312"Ø ADJUSTABLE STEEL COLUMNON 30"x30"x12" CONC. FOOTING F = 0'-0" F = 0 ' - 0 " F= 0 ' - 0 " P.C. UP 15R 1'- 7 " FULL BATH R/I 5'-10" ℄ SUMP/EJECTOR PITS SUMP PUMP LOC. (LINES IN CONCRETE) - PROVIDE OUTLET EJECTOR PIT LOC. (IF APPLICABLE) - PROVIDE OUTLET 2'- 8 " 21 ' - 1 0 1 2" ℄ FL O O R DR A I N 1'- 2 " 2'- 6 " 21'-612" 21'-4" ℄ FLOOR DRAIN 4'-012" 9'-612" 17 ' - 3 " 3'- 0 " 4'- 0 " TO ℄ OF BE A M CJ 11'-2" W8x18 4'- 0 " TO ℄ OF BE A M 2'- 0 " 2'- 0 " 8"w x 812"h x 4"d BEAM POCKET FULL BASEMENT CJ CJ 8"w x 812"h x 4"d BEAM POCKET 312"Ø ADJUSTABLE STEEL COLUMN ON 30"x30"x12" CONC. FOOTING 312"Ø ADJUSTABLE STEEL COLUMN ON 30"x30"x12" CONC. FOOTING P.C. 3'- 4 " 26 ' - 1 1 1 2 " F = 4 ' - 0 " 17 ' - 9 " 1 1 '-11 2 " 6'- 7 1 2 " 6'-10"7'-412" 1'- 8 1 2 " 3'-3" 8'-612" 3'-3" 3 1/2" BRICK LEDGE 3 1/2" BRICK LEDGE 15'-012" 14'-212" 2'-312" 16'-0" 2'-3 12" 20'-7" 49'-10" DROP WALL 12" AND POUR SLAB THROUGH AT DOOR 35'-812" 21 ' - 0 " 10 ' - 6 " TO ℄ OF BE A M 52 ' - 0 1 2 " 21 ' - 0 " 58 ' - 3 1 2 " ELEVATION "H" BRICK FRONT 1'- 8 1 2" 21 ' - 0 " F = 4 ' - 0 "F =4 '-0 " F= 0 ' - 0 " 712" DROP FND TO MATCH BRICK LEDGE HEIGHT 46 ' - 8 1 2" GA S 12'-0" 3'- 0 " 56 ' - 9 " 2'-10" 3'-0" 8'-4" 3'-312" 14'-712"35'-212" 49'-10" 3'- 0 " 2'- 0 " C J CJCJCJ CJ WATER SOFTENER ROUGH-IN. VERIFY LOCATIONWS CONCRETE STOOP PER SPECIFICATIONS RADON VENT ROUGH-IN. 8"w x 812"h x 4"dBEAM POCKET 8"w x 812"h x4"d BEAM POCKET 312" BRICK LEDGE (TYP) 8" 8" 4" 8" 8" 8" 4" 8" 8" 8" 4" 8" 8" 8" 4" 8" 312" BRICKLEDGE (TYP) 312" BRICK LEDGE (TYP) 8" 8" 4" 8" 3 1/2" BRICK LEDGE (TYP) 3 1/2" BRICK LEDGE (TYP) 3 1/2" BRICK LEDGE (TYP) F= 0 ' - 0 " 8"w x 812"h x 4"d BEAM POCKET 8" 4" 8" 0" 13'-8" 4'- 0 " Sheet: Issued Date: Sheet Title : LSP Date: BASE PLAN REVISION: 1 1 x 1 7 PR I N T S AR E 1 2 SC A L E LSP By: LSP Rev: # # Job #: 9.24.09 #### #### #### #### Cl a y t o n II # # BB - 2 9 1 0 4 1 Se r e n i t y Ct SR 6-2-18 BB -29 ---- M/ I Ho m e s In c . M/ I HO M E S PR E S T I G E SE R I E S 20 1 2 © M/ I Ho m e s I n d i a n a p o l i s Re g i o n A r c h i t e c t u r e D e p a r t m e n t 84 2 5 W o o d f i e l d C r o s s i n g Bl v d . I n d i a n a p o l i s , IN 46 2 4 0 Ph 31 7 . 2 5 5 . 9 9 0 0 2.4H Full Basement Foundation - Brick Front 06/28/18 Mike Sheeks