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HomeMy WebLinkAbouts00149'-3" 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 8.1 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 WALL CJ CJ CJ C J 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 SCALE: 1/4"=1'-0" OPT EGRESS WINDOW(S)Y 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 CJ 14'-134" TO ℄ COLUMN F.D. WH 8"w x 812"h x 4"dBEAM POCKET 13'-334" TO ℄ COLUMN 19'-814" TO ℄ COLUMN 16'-3" TO ℄ COLUMN 8"w x 812"h x 4"d BEAM POCKET 8"w x 812"h x 4"d BEAM POCKET 2'- 0 " 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. 3"Ø SCHED. 40 STEEL COL ON 48" x 48" x 14" CONC. PAD w/ OPT BONUS ROOM P.C. P.C. P.C.P.C. 2'-1012" 2'-812" 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'-412"9'-7"312"Ø ADJUSTABLE STEELCOLUMN ON 36"x36"x12" CONC. FOOTING W/ BONUS RM OPTION ONLY- PROVIDE SOLID BLOCKING TO POST ABOVE 14'-114" TO ℄ COLUMN 6'-012" TO ℄ COLUMN CJ CJ 12'-134" 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 CJ F= 0 '-0" F =4 '-0" P.C. UP 15R 9" 5'-10" ℄ SUMP/EJECTOR PITS SUMP PUMP LOC. (LINES IN CONCRETE) - PROVIDE OUTLET EJECTOR PIT LOC. (IF APPLICABLE) - PROVIDE OUTLET 15'-8" 2'-734" 4'- 0 " 21 ' - 1 0 1 2 " ℄ FL O O R DR A I N 1'- 2 " 2'- 6 " 21'-3" 21'-012" ℄ FLOOR DRAIN 3'-8 12"9'-61 2" 1 8 '-1 " 1 8 '-1 13 4 " TO ℄ CO L U M N 3'-0"8'-4" 3'-0" 3'- 0 " 4'- 0 " TO ℄ OF BE A M CJ11'-2" W8x18 12'-0" 4'- 0 " TO ℄ OF BE A M 2'- 0 " 13'-412" 8"w x 812"h x 4"dBEAM POCKET PARTIAL BASEMENT CRAWL SPACE VAPOR BARRIER OVER GRADE P.C. 8x16 CMU PIER POURED INTO WALL F= 4 '-0" F = 4'-0" 4' HIGH CONC WALL NO STEEL BEAM 8x16 CMU PIER ON TOP OF WALL 8"w x 812"h x 4"d BEAM POCKET F = 4 ' - 0 "4' HIGH CONC WALL NO STEEL BEAM CRAWL SPACE VAPOR BARRIER OVER GRADE F = 4 ' - 0 " F = 4 ' - 0 " F= 0 '-0" 19'-412" 29'-1012" 33 ' - 8 " F =4 '-0 " 17 ' - 9 " 11 ' - 8 1 2" 6'- 0 1 2" 312" BRICK LEDGE 14'-9"14'-212" 2'-312" 16'-0"2'-0" 20'-312" 49'-3" DROP WALL 12" AND POUR SLAB THROUGH AT DOOR F= 4 '-0" F = 4 ' - 0 " F = 0 ' - 0 " 21 ' - 0 " 10 ' - 6 " TO ℄ OF BE A M 52 ' - 0 1 2 " 21 ' - 0 " 55 ' - 3 1 2 " ELEVATION "G" BRICK FRONT DROP PORCH FDN TO MATCH BRICK LEDGE 312" BRICK LEDGE 312" BRICK LEDGE 6'-712"7'-7" F = 4 ' - 0 " 3'- 3 " F = 4 ' - 0 " 46 ' - 0 1 2 " UNEXCAVATED 4" CONCRETE SLAB OVER 4" GRAVEL BASE G A S WS WATER SOFTNER 2'-10" 20'-1" 3'- 0 " 40 4 0 SL I D E R F = 4 ' - 0 " F = 0 ' - 0 " F = 4 ' - 0 " F = 0 ' - 0 " 2'- 0 " 4" 8" 8" 8" Sheet: Issued Date: Sheet Title : LSP Date: BASE PLAN REVISION: 11 x 1 7 P R I N T S A R E 1 2 S C A L E LSP By: LSP Rev: 5 6 Job #: 04-19-16 8/25/17 11/6/17 1/24/18 3/22/18 Cl a y t o n II 7 8 10 4 7 Se r e n i t y Ct Bo n b a r pr 06-19-18 ---- M/ I H o m e s I n c . M/I H O M E S PR E S T I G E SE R I E S 20 1 6 © BB-28 M/ I H o m e s I n d i a n a p o l i s R e g i o n Ar 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 B l v d . In d i a n a p o l i s , I N 4 6 2 4 0 Ph 3 1 7 . 2 5 5 . 9 9 0 0 2.2G Partial Basement Foundation 07/26/18 William Hohlt