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HomeMy WebLinkAboutS001 ALL FOOTINGS DESIGNS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF  FOOTING DEPTH @ GARAGE DOOR OR PORCH MAY VARY TO MAINTAIN DEPTH FOR FROSTLINE EXTERIOR WALLS ARE 4" RGH FRAME INCLUDING 12" SHEATHING, WHICH IS FLUSH WITH OUTSIDE OF BLOCK. IN-LINE DIMENSIONS FOR LOCATION OF MECHANICALS ARE FROM OUT-of- BLOCK TO CENTER-LINE OF 312" WALL FRAMING.OTHER WALL WIDTHS ARE NOTED. PLUMBING FIXTURES ARE LOCATED AT ℄ OF FINISH LOCATION. - INDICATES 8"x8"x16" "L" BLOCK - INDICATES 8"x8"x16" SOLID BLOCK NOTE: SEE SHEET D2.0 FOR FOUNDATION DETAILS 3 2 " X 6 0 " 28'-4" TO ℄ OF WATER ROUGH 8.0 A 8.1 B 3'-1" TO ℄ OF DRAIN 1'-2" TO ℄ OF DRAIN 18 ' - 9 3 4 " TO WE T WA L L SCALE: 3/4"=1'-0" GARAGE DOOR MASONRY OPENING M.O. EXTERIOR FACE NO "L" BLOCK IF BRICK VERTICAL "L" BLOCK ANCHOR PER RE-ENFORCE. SCHED.  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 FRAME WALL ABOVE F.D. 11'-8" TO ℄ OF FLOOR DRAIN SCALE: SLAB FOUNDATION PLAN 1/4" = 1'-0" UNEXCAVATED 4" CONCRETE SLAB OVER 4" GRAVEL BASE UNEXCAVATED 4" CONCRETE SLAB OVER VAPOR BARRIER AND 4" GRAVEL BASE UNEXCAVATED 4" CONCRETE SLAB OVER 4" GRAVEL BASE 48" x 48" x 14" CONC. PAD 36" x 36" x 12" CONC. PAD 16 ' - 4 1 2 " TO ℄ OF FO O T I N G 14'-114" TO ℄ OF FOOTING 15'-012" TO ℄ OF FOOTING 14'-034" TO ℄ OF FOOTING SL O P E SL A B 1/ 8 " PE R FO O T MIN . ICE 12 ' - 4 1 4 " TO ℄ OF IS L A N D GO U R M E T KIT 25'-134" TO ℄ OF WET WALL GOURMET KIT REF SPACE 6'-012" TO ℄ OF FOOTING 1 8 '-1 13 4 " TO ℄ OF FO O T I N G F.D. 8'-1" TO ℄ OF FLOOR DRAIN 8'-1112" TO ℄ OF WASHER BOX 6'- 0 " 1 1 '-9 " 17 ' - 9 " ELEVATION "G" BRICK FRONT 14'-912" 14'-112" 20'-4" 49'-3" 2'-4" 16'-0" 2'-0" DROP FOUNDATION 112 COURSES ANDPOUR SLAB THROUGH 52 ' - 1 " 16 ' - 5 1 2" TO ℄ OF DR A I N 21 ' - 0 " 21 ' - 4 1 2 " 4" BRICK LEDGE (TYP) 4" BRICK LEDGE (TYP) 4" BRICK LEDGE (TYP) DROP PORCH FND TO MATCH BRICK LEDGE 6'-7" 7'-612" 8.0 A 8.1 B 10'-534" TO ℄ OF WET WALL 7'-8" TO ℄ OF DRAIN TO ℄ OF SH O W E R DR A I N FR O M CO R N E R 2'-0"TO ℄ OF DRAIN 7'- 1 " TO ℄ OF FL O O R DR A I N 31 ' - 0 1 2 " TO ℄ OF DR A I N WS G A S 23 ' - 0 1 4 " TO WE T WA L L 2'- 4 1 4 " 19 ' - 8 3 4 " D-2.003 D-2.003 D-2.001 D-2.0 01 D-2.001 D-2.005 D-2.002 D-2.0 08 D-2.001 3'- 3 " 49'-3" 3'-0" 8'-4" 3'- 0 " 12'-0"20'-1" 2'-10" CONCRETE STOOP PER SPECIFICATIONS 3'- 0 " 58 ' - 4 " 74 ' -07 8" 3'-0" WH 3'- 0 " 7 1 '-81 8 " 55 ' - 4 " 58 ' - 4 " 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: 15 16 Job #: 09/23/10 02/10/16 08/01/16 11/10/17 12/06/17 Cl a y t o n II 17 18 BB - 2 1 0 1 0 6 So l a c e La n e SR 5-17-18 BB-2 ---- 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 0 © 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 2.0G Slab Foundation 06/11/18 Mike Sheeks