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HomeMy WebLinkAboutB16-0242_S.3 _1478908721.pdfSCALE: 3 4"=1'-0 FA S-3 SCALE: 3 4"=1'-0 FC SCALE: 3 4"=1'-0 FD SCALE: 3 4"=1'-0 FB EXISTING RAILING (TO BE REMOVED) NEW 3/4" PLYWOOD FLOOR EXISTING STUD WALL EXISTING FLOOR NEW 2x10 LEDGER NEW 2x10 FLOOR JOISTS @ 16" o.c. NEW 5/8" GYP BOARD EXISTING HEADER-- CONTRACTOR TO NOTIFY E.O.R. RE: SIZE EXISTING 2x10 DECKING EXISTING TIMBER CUT LINE @ MID-POINT OF TIMBER RE-BUILD BATHROOM WALL (3) 2X6 STUD PACK TO REMAIN REPLACE EXISTING (3) 2x6 STUD PACK w/ 8x8 POST BEYOND NEW 2x10 DECKING TO MATCH EXISTING 4'-0" MAX (VERIFY) EXISTING 8x8 TIMBER DIAGONAL EXISTING 2x10 PLANK 2x10 T&G PLANKS w/ (3) #8 SCREWS @ EACH SUPPORT STONE FIREPLACE WALL EXISTING RIM BOARDS EXISTING EXTERIOR WALL (3) #8 SCREWS PER PLANK 2x10 T&G PLANKS 8x8 TIMBER SCALE: 3 4"=1'-0 FE 8" 1'-0" 1'-0" 2x DECKING EXISTING RIM JOIST LEDGERLOK SCREWS @ 12" o.c. STAGGERED (NEW) GUARDRAIL POST 6x6 @ 6" o.c. 212" 6" S-3 S-3 S-3 S-3 (2) 5/8" DIA. THRU-BOLTS 6x10 DF No. 2 OR BTR EXIST. BEAM TO BE REMOVED EXISTING STUD WALL 2x8 JOISTS @ 24" o.c. BENT PL 1 4" x2"x4" x0'-6 1 2" EXISTING TIMBER 8x8 TIMBER (ROUTE BEAM ENDS TO LET-IN HARDWARE) SEE FJ/S-3 FOR FND SIMPSON CCQ66 EXIST. STRUCT BELOW-VERIFY TOE-SCREW TIMBER-LOK EA SIDE OF POST EXIST. HANGER PLAN (3) TIMBERLOKS TLOK04 (2) 5 8" DIA THRU-BOLTS (3) #10x4" WOOD SCREW 212" SIMPSON HU28 LET-IN PLANK 1" INTO EXIST. PLATE (2) 2x6 STUDS AT BEAM END BEARING TL0K06 @ 12" O.C. EXISTING DBL TOP PLATE (2) TIMBERLOK TLOK10 @ BEAM END (3) LEDGERLOK's LL358 BENT PL 1 4" x2"x4" x0'-6 1 2" (90° BEND) 612" 31 4" 11 2" 414" 114" BENT PLATE EXIST. TIMBER SCALE: 3 4"=1'-0 FF S-3 SCALE: 3 4"=1'-0 FG S-3 SCALE: 3 4"=1'-0 FH S-3 CUT LINE--EXISTING TIMBER NEW MASTER BATH DORMER WALL 2x DECKING 1/2" RECESS CUT--NEW TIMBER L 3x3x1/4x0'-8" w/ (3) 5/8" DIA. x 4" LAG SCREWS EACH LEG TO MATCH EXISTING CONNECTION AT OPPOSITE END NEW 6x12 TIMBER CUT END OF EXISTING 8x8 REMOVE DOUBLE PLATE AND BLOCKING EXISTING GYPBOARD CEILING TO REMAIN EXISTING DECKING EXISTING 8x8 JOIST EXISTING 8x15 BEAM 8x8 COLUMN EXISTING STEEL ANGLE 13/16" DIA. HOLES L 4x3x1/4 L 4x3x1/4 BEFORE FABRICATING STL PLATE, VERIFY EXISTING BEAM DIMENSIONS AND CONDITIONS FOR FIT-UP. 8" 3" 4" 4 1/2" 11 2" 1/8" TYP. 1 1/2" APPROX. 3" EXISTING 7x15 GREAT ROOM BEAM 3/4" DIA. THRU-BOLT PL 1/4"x4 1 2"x0'-9" BRG PLATE (4) 3/4" DIA. LAG SCREWS x 6" EMBEDMENT (PRE-DRILL ) 1/4" BRG PLATE NO LONGER APPLICABLE. REMOVED FROM REV 4 SET. NOTE: COUNTER BORE HOLES AND FILL w/ SAME SPECIES WOOD PLUG EXISTING STUD WALL EXISTING CENTRAL STUD BEARING WALL MAIN LEVEL FRAMING PLAN (PARTIAL) EXISTING (2) 2x10 LOFT COLUMN ABOVE (8x8) TO BE RELOCATED 6x6 STRUT (EXIST.) ROTATED 2x10 JOISTS (EXIST.) SCALE: 1/4"=1'-0 EXISTING HV DUCT 1 3 4" x9 1 4" LVL REINF. FK S-3 RELOCATED 8X8 COLUMN, NEW LOCATION. INSTALL STUD PACK IN WALL BELOW COLUMN, PER GREAT ROOM CORBEL DETAIL. SCALE: 3 4"=1'-0 FJ S-3 1'-6" 2" 2'-0" 6x6 COLUMN 6" THICK RIGID BOARD INSULATION--- EXTEND 1' BEYOND EDGE OF PIER EXISTING DECK SONOTUBE PIER, TYP. REFER TO RJ/S-4 GRADE EXISTING COLUMN TO BE REMOVED SIMPSON ABU66 1'-0" 1'-6" 2" 2'-0" 1'-0" 2x DECKING P.T. 2x8's @ 24" o.c SIMPSON HUC610 9 1/2" LVLFASTEN w/ LEDGER-Lok's @ 12" O.C. EXISTING TIMBER RETAINING WALL TO REMAIN SONNOTUBE PIER, TYP. REFER TO RJ/S-4 EXISTING STUD WALL ASSEMBLY SIMPSON CC66 P.T. 6x10 DF No. 2 SCALE: 3 4"=1'-0 FK S-3 EXISTING BEARING WALL 2'-0" APPROX. EXISTING HOT & COLD WATER PIPE EXISTING 2x10 JOIST (7) 3" LONG STEEP-THREAD SCREW (LEDGER-LOK OR SIMPSON SDS) 1 3/4 x 9 1/4 LVL REINF. TYPICAL AT (3) DAMAGED FLOOR JOIST MAIN LEVEL EXISTING HANGER EXISTING DUCT (CUT INTO JOIST) 16012 S-3 STRUCTURAL DETAILS 1956 GORE CREEK DRIVE TOWN OF VAIL, CO SINCLAIR RESIDENCE REMODEL NO. ISSUE PROJECT: JOB NO. SHEET NO. JURISDICTION: 4 08.23.16 ADDED DETAIL FK AND REVISED MAIN LEVEL FRAMING PLAN 8.23.16 10/27/16