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HomeMy WebLinkAbouts1016'-9" 3'- 1 " 8'-2" 5'-9" 3'- 1 " UP 17 R 2'-212" 3'-1" 11 1 2 " 3'-3" RAILING 312" x 312" PSL COLUMN W/ OPT BONUS RM 514" x 514" PSL COLUMN R E F S P A C E 32 " x 6 0 " 13'-4" 11 ' - 0 " 9'- 6 1 2" 18'-7" 1 5 '-1 0 " 49'-3" 10'-0" 10" COLUMN AND DROPPED HEADER 12 ' - 2 " 12'-412" 7 1 2" 3'- 0 " 8'- 0 " h 9" 4'- 1 " 7'- 3 1 2 " 6'-712"3'-2" 10'-0" 5 1 2" 5'- 0 " 7'- 0 1 2 " 2 4 6 8 246 8 266 8 24 6 8 2668 2 8 68 2 4 6 8 3'-2" 4'- 1 " 2'- 1 " 2'- 0 1 2 " 1112" 8'-4" 3'-0" 3'-0" 4'-2"4'-2" 3'- 0 " 8.0 A 8.1 B 8.1 B I C E GIRDER TRUSS ABOVE 22x30 ATTIC ACCESS 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 (2 ) 30 6 0 SH EG R E S S M U L L E D (2)3060 SH MULLED EGRESS 3 0 6 0 S H 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 4 6" 6" 5 1 2 " 306 0 S H 2 J.S. 2 J.S. 6"  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 2068 1 3 '-1 1 1 2" 2'- 1 0 " 2'- 0 " 2 8 6 8 2-2x8 SCALE: FRAMING PLAN FIRST FLOOR PLAN 1/4" = 1'-0" 4'- 6 1 2" 3'-1012"2'- 3 1 2" 3'-3" 2x6 WALL 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 BASEMENT DN 15R OPT. LT 30 6 0 SH 2-2 x 6 13'-9" 266 8 18 ' - 4 " 512" 8'-10" 6" 1'-412" 2'- 0 1 2 " 4'- 1 1 1 2 " 7'-2" 2x 6 W A L L 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 6'- 3 1 2" 2- 2 x 6 5'-612"3'-0" 2'- 8 1 2" 2 4 6 8 206 8 5'-612" 12" 6'- 1 1 2" 3'- 2 " 4'-112" 6'-9" 2 6 68 3'-212" 2'- 7 " 3'-0" 8'-0" h 4'-8"9" 3'-2" 3'- 8 " 6'- 0 " 6068 SGD 2-2x6 GIRDER TRUSS ABOVE 16 6 0 SH 2-2 x 6 2-2 x 6 16 6 0 SH 6'- 1 0 " 3'-3" 1'-6" 12"x12" TILE NICHE (13"x13" R.O.) TOP ℄ @ 40" AFF OVEN CAB 3 6 " C O O K T O P 9'-0" 2'-2" 2'-0" 34" HIGH HALF WALL AT ISLAND - TYP 2 J.S.2 J.S. DROP CLG 12" FOR HVAC 12'-0" 6'-0" 6'-0" 1'- 9 " 1'- 3 " 3'- 0 " 1'- 9 " 1'- 3 " 7'-6" 4'-0" 7'-234"7'-234" (2) 3060 SH MULLED EGRESS 14'-512"14'-912" 20'-0" 49'-3" 2'-0" 16'-0" 2'-0"3'-312" 16' x 7' OVERHEAD DOOR (2) 134" x 1178" LVL 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" 6" 3068 ENTRY DOOR w/ 12" S.L. 10" SQUARE STRUCT COLUMN 6'-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'⅊+BASEMENT = 10'-058" 4" 4"19'-4" 4" GIRDER TRUSS ABOVE 3 J.S . 3 J.S . 2-2x8 2'- 6 " 6'-0" 10'-112" 5'- 5 1 4 " 35 ' - 2 3 4" 15 ' - 1 0 " 7'-812" 20'-1"2'-10"14'-4" 3060 SH 3060 SH 3060 SH 5'-7" 5'- 7 " 2-2x62-2x6 2-2x6 412"412" 6" 6" SEE MANUFACTURER'S SPECS FOR FIREPLACE ROUGH OPENING G A S G A S D3.1 3 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 4.1G First Floor Plan - Basement 07/26/18 William Hohlt