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HomeMy WebLinkAboutS101R E F S P A C E 32 " x 6 0 " 13'-4" 1 1 '-0 " 9'- 6 1 2 " 18'-7" 16 ' - 1 1 2 " 12 ' - 2 " 3'-212" 10'-112" 7 1 2 " 3'- 0 " 8'- 0 " h 9" 4'- 1 " 6'-712"3'-2" 10'-0" 5 1 2 " 5'- 0 " 7'- 0 1 2" 2 4 6 8 246 8 2668 2 4 6 8 266 8 286 8 266 8 246 8 3'-2" 4'- 1 " 2'- 1 " 2'- 0 1 2 " 12"h x8"w BULKHEAD -BOTTOM @ 8'-118" 1112" 8.0 A 8.1 B I C E 11'-0" TO BULKHEAD 10 ' - 2 1 2 " TO B U L K H E A D KITCHEN WALL w/ VAULT LEGEND # WALL TYPE SYMBOL THESE WALL TYPES APPLY ONLY IF THE VAULTED LIVING ROOM CEILING OPTION IS TAKEN 1.WALLS THAT EXTEND ONLY TO PLATE HEIGHT (9') 2.WALLS THAT EXTEND TO CEILING SEE SHEET 8.1 FOR CLARIFYING SECTIONS NOTE: #LVL # - INDICATES WALL HEIGHTS LOWER THAN STANDARD HEIGHT- AS NOTED ALL OTHER WALLS ARE 9'-1 1/8" HIGH ALL STRUCTURAL HEADERS ARE (2) 2x6 - UNLESS NOTED OTHERWISE.  ALL POINT LOADS TO BE BLOCKED SOLID TO FINAL SUPPORT MEMBER OR FOUNDATION.  STAIRS FROM 1st TO 2nd FLOOR ARE TO BE 16 RISERS - INDICATES WALL HEIGHTS HIGHER THAN STANDARD HEIGHT- AS NOTED - INDICATES SLOPED WALLS - AS NOTED - INDICATES INTERIOR LOAD BEARING WALLS, FRAME 16" O.C. W/ DBL. TOP PLATE - INDICATES (3) JACK STUDS TYP. UNLESS NOTED (#2, SPF) - INDICATES QUANTITY OF NON-STD. STUDS (#2 SPF) - INDICATES QUANTITY OF RIPPED LVL (2650 Fb-1.9E)or PSL STUDS, WIDE BY WALL THICKNESS 2X6 TRAY CLG- DROPPED 9' PLATE 2-2 x 6 WINDOW AND DOOR FRAMING TO INCLUDE (1) JACK STUD AND (1) KING STUD EA. SIDE U.N.O. SEE DETAILS 1 & 2 SHEET D3.1 D3.1 3 D3.1 4 6" 6" 6" 5'- 0 " TY P  EXTERIOR WALLS AT CONDITIONED SPACES ARE 2x6's W/ 12" NOMINAL SHEATHING U.N.O. (6"). STUDS @ 24" O.C. U.N.O.  GARAGE/HOUSE COMMON WALLS ARE 2x6's U.N.O. (512") STUDS @ 24" O.C. U.N.O.  GARAGE EXTERIOR WALLS ARE 2x4's W/ 12" NOMINAL SHEATHING U.N.O. (4") STUDS @ 16" O.C.  WALLS ADJACENT TO ATTIC SPACES ARE 2x6's W/ 12" NOMINAL SHEATHING U.N.O. (6"). STUDS @ 24" O.C. U.N.O.  INTERIOR WALLS ARE 2x4's U.N.O. (312") EXTERIOR WALLS ARE SHOWN WITH 12" NOMINAL SHEATHING WHICH IS HELD FLUSH WITH THE OUTSIDE OF THE FOUNDATION 3'-0" 8'-0" h 4'-8" 14 ' - 0 1 2" TO ℄ OF CO L . FO R BO N U S RM 514" x 514" PSL COLUMN W/ BONUS ROOM 2068 2'- 1 0 " 2'- 0 " 2'-2"2'-0" SCALE: FRAMING PLAN FIRST FLOOR PLAN 1/4" = 1'-0" 1 4'- 6 1 2 " 3'-1012"2'- 3 1 2 " 3'-3" 2x6 WALL 2'- 6 " 2-2 x 6 1 1 '-1 0 " 30 6 0 SH EG R E S S 2- 2 x 6 30 6 0 SH EG R E S S 1'-4" TYP 2x6 DROPPED TRAY CLG (REQUIRES OPT 10" COLUMN & DROPPED HDR, ) F.D. 3 0 68 5'- 5 " 4'- 1 1 2 " SLAB 3'-0" 30 6 0 SH 2- 2 x 6 5'-9" 3'-1" 3'-212" FURN 512" 6" F.D. 2868 2x8 WALL 2x 6 WA L L 7'-6" 4'-0"7'-234" 7'-2 3 4" (2) 3060 SH MULLED EGRESS 14'-512" 14'-9 12" 20'-0" 49'-3" 2'-0" 16'-0" 2'-0"3'-312" 16' x 7' OVERHEAD DOOR (2) 134" x 1178" LVL 2-2x6 2-2x10 2-2x6 6'- 0 1 2 " TO FA C E OF BE A M PORCH BEAM: (2) 2x10s PLACE T/ BEAM @ 9'-1158" ABOVE TOP OF FIRST FLOOR SUBFLOOR 12 ' - 0 " 11'-1" 20 ' - 8 1 2 " 51 ' - 9 " 55 ' - 0 " 23 ' - 9 " 4'- 3 " 2'-1" 6'- 6 1 2 " 1 3 '-1 1 " 21 ' - 0 " 17 ' - 9 " 60 6 8 BIP A S S ELEVATION "G" - BRICK FRONT 5'- 2 " 6" 6" 6" 3068 ENTRY DOOR w/ 12" S.L. 10" SQUARE STRUCT COLUMN6'-712" TO FACE OF BEAM 2060 SH-2860 SH-2060 SH MULLED 3'- 3 " GIR D E R TR U S S AB O V E GIR D E R TR U S S AB O V E 9'⅊+SLAB = 9'-118" 4" 4" 19'-4" 4" GIRDER TRUSS ABOVE 3 J.S . 3 J.S . 6'-9" 3'- 1 " 8'-2" 5'-9" 266 8 18 ' - 4 " 3'- 1 " UP 17 R 2'-212" 3'-1" 11 1 2" 3'-3" 1st FLOOR RAIL 312" x 514" PSL COLUMN W/ BONUS RM 312" x 3 12" PSL COLUMN W/ BONUS RM 36" TALL HALF WALL BELOW STAIRS 4'- 8 " 8'-4" 3'-0"3'-0" 4'-2" 4'-2" 8.0 A GIRDER TRUSS ABOVE (2)3060 SH MULLED EGRESS 306 0 S H 2-2 x 6 51 2 " 2 J.S. 3 0 6 0 S H 2 - 2 x 6 2 J.S. 2 J.S. 6 " 1 3 '-1 1 1 2 " 28 6 8 2-2x6 DROP CLG 12" FOR HVAC 13'-9" 8'-10" WH 2868 2 8 6 8 4'-7" WATER SOFTENER ROUGH-IN. WS INSULATED STEEL DOORS 3'- 7 1 2 " 2'- 8 " 3'-0" 18 " h SE A T 1512" 40 2 0 FIX E D TE M P 18" HIGH SEAT. SLOPE FOR DRAINAGE SHOWER CONTROLS ON THIS WALL DROP CLG 8" FOR PLUMBING PLYWOOD CLG 42" h WALL w/ 42" h GLASS SURROUND 2 D3.0 1 D3.0 6'- 3 1 2 " 2- 2 x 6 5'-612" 3'-0"2'- 8 1 2 " 246 8 20 6 8 5'-612" 12" 6'- 1 1 2 " 3'- 2 " 4'-112" 2'- 7 " 2'-012" 9" 3'-2" 3'- 6 " 6'- 1 " 3'-5" 6'- 4 " 1'-6" 3'-10" 6'-1112" 36 " CO O K T O P 12"x12" TILE NICHE (13"x13" R.O.) TOP ℄ @ 40" AFF 34" HIGH HALF WALL AT ISLAND - TYP G A S 2'- 4 " 3'- 0 " 14'-4" 6'-0" GA S 9" 9 '-1 1 " TO ℄ OF CO O K TO P 512" 2x 6 WA L L OVEN CAB 512" 49'-3" 12'-412" 3060 SH3060 SH 3060 SH 5'-7" 5'- 7 " 6068 SGD 3'- 0 " 8.1 B 2-2x6 2-2x6 GIRDER TRUSS ABOVE 2-2x6 2-2x6 412" 412" 2 J.S. SEE MANUFACTURER'S SPECS FOR FIREPLACE ROUGH OPENING 16 6 0 SH 2-2 x 6 2-2 x 6 16 6 0 SH 1'- 9 " 1'- 3 " 21 ' - 8 1 2" G A S 7'-812" 6'-0" 6'-0" 20'-1" 12'-0" 2'-10" 3'- 0 " (2 ) 30 6 0 SH MU L L E D EG R E S S 5'- 5 1 4 " 35 ' - 2 3 4 " 58 ' - 0 " 1 5 '-1 0 " 514" x 514" PSL COLUMN W/ BONUS RM TRAY CEILING 58" DRYWALL WARM WALLS AND CEILING (UNFINISHED) ATTIC ACCESS W/ PULL DOWN STAIR VERIFY LOCATION PROVIDE ATTIC TRUSSES ABOVE PER TRUSS MANUFACTURER. PROVIDE PULL DOWN STAIR W/ ATTIC LIGHT FOR ATTIC ACCESS 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 10 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 4.0G First Floor Plan - Slab 06/11/18 Mike Sheeks