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2. FLOOR FRAMING DESIGN BASED ON THE FOLLOWING PROPERTIES: JOIST BEAM HEADER 1050 1050 1050 175 175 175 1.6E 1.6E 1.6E 3. LAMINATED VENEER LUMBER (LVL) BASED UPON THE FOLLOWING MINIMUM PROPERTIES: 2650 285 1.9EJOIST BEAM HDR 4. ALL HANGERS BY SIMPSON STRONG-TIE UNLESS NOTED (ATTACHMENTS TO BE PER MANUFACTURER'S SPECIFICATIONS) 5. FRAMING HELD IN 12" FROM PERIMETER. 6. DESIGN LIVE LOAD: 40 PSF DESIGN DEAD LOAD: 10 PSF 7. ALL POINT LOADS FROM ABOVE TO BE SUPPORTED w/ BLOCKING THE SAME WIDTH AS CALLED OUT ON FLOOR PLAN. 1. ALL JOISTS TO BE 2x10 M29 SYP OR BETTER UNLESS NOTED OTHERWISE 51 ' - 8 " OPT NOOK BAY 2 x10 x 14'-0" 2 x10 x 14'-0" 2 x10 x 8'-0" 14'-412"34'-912" 49'-2" 17 ' - 9 " 3 3 '-1 1 " 312" 33'-4" 1'-2" 1'-4" REVERSE LAP JOIST 11'-11" 2'-1034" 14'-314" 2'- 1 1 3 4 " 2 x10 x 18'-0" w/ OPTION2 x10 x 18'-0" w/ OPTION 3'-0"8'-358"2'-1134" SCALE: FIRST FLOOR JOIST LAYOUT 1/4" = 1'-0" 8'-312" 9'- 8 " 1'-912" OPT. OWNER'S SHOWER SPA 14 ' - 2 1 4 " 1'-912"2'-11" 16 ' - 9 " 4" BLOCKING FOR GIRDER ABOVE BLOCKING FOR GIRDER ABOVE 49'-2" WITH BASEMENT RE V E R S E LA P 51 2" x 91 4" PS L (2 . 0 E ) 312" x 914" PSL (2.0E) 312" x 914" PSL (2.0E) 19 ' - 1 " 3'- 1 " 3'- 0 " 9'-7" 1'-1112" 11'-9" 2 x10 x 12'-0" 1'-212"1'-5" ELEVATION "G"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 3.0G First Floor Subfloor 07/26/18 William Hohlt