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HomeMy WebLinkAboutB16-0242_S.3 _1478902195.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 2x10 PLANK 2x10 T&G PLANKS w/ (3) #8 SCREWS @ EACH SUPPORT STONE FIREPLACE WALL (3) #8 SCREWS PER PLANK 2x10 T&G PLANKS 6x8 TIMBER SCALE: 3 4"=1'-0 FE SCALE: 3 4"=1'-0 RB SCALE: 3 4"=1'-0 RA SCALE: 3 4"=1'-0 RC SCALE: 3 4"=1'-0 RE SCALE: 3 4"=1'-0 RF SCALE: 3 4"=1'-0 RD 8" 1'-0" 1'-0" 2x DECKING EXISTING RIM JOIST LEDGER-LOK SCREWS @ 12" o.c. STAGGERED (NEW) GUARDRAIL POST 6x6 @ 6" o.c. 212" 6" S-3 S-3 S-3 S-3 S-3 S-3 S-3 S-3 S-3 S-3 (2) 5/8" DIA. THRU-BOLTS 4x12 DF No. 2 OR BTR SIMPSON HU310 EXISTING STUD WALL 3x10 JOISTS @ 24" o.c. 2x10 BLOCKING 2x10 FASCIA 6x12 DECORATIVE TIMBER RIDGE CORBEL @ RIDGE (SHOULDER CORBEL SIMILAR) TimberLOK TLOK10: TOE-SCREW EACH SIDE 5/8" ROOF SHEATHING 2x10 OUTLOOK RAFTERS (2) 2x12 RAFTERS 12 4.5 V-NOTCH IN BLOCKING BEYOND RAFTER SLOPED SEAT HANGER (2) 11 1 4 " LVL BEAM EXISTING UPPER ROOF 6 3/4" x 12 GLB EXISTING LOWER ROOF EXISTING RIDGE BEAM-- CONTRACTOR TO NOTIFY E.O.R. RE: SIZE (CUT @ BRG END) SIMPSON HANGER 12 6 FLASHING w/ DRIP EDGE EXISTING ROOF 5/8" DIA. THRU-BOLT INTO  [ 678' 3$&. $7 ƒ EXISTING WALL 5/8" DIA. THRU-BOLT INTO (3) 2x6 STUD PACK 3x4 LEDGER w/ (2) LEDGER-LOK SCREWS EA. STUD 1 1 3x4 FLT D.F. No. 2 @ 2' o.c. 5/8" SHEATHING PRO-PANEL 5/8" DIA. THRU-BOLT 4x4 D.F. No. 2 EXISTING RAFTER CUT LINE SIMPSON OHU68 6x8 TIMBER SCALE: 3 4"=1'-0 RG S-3 SCALE: 3 4"=1'-0 RH S-3 SCALE: 3 4"=1'-0 RJ S-3 12 10 6x12 TRIM TOP TO MATCH SLOPE EXISTING ROOF SIMPSON L90 EACH SIDE OF RAFTER 2x12 CLEAT NAIL TO EXISTING RAFTER w/ (3) 12d NAILS EACH 5/8" ROOF SHEATHING 2x10 D.F. No. 2 @ 24" o.c. SIMPSON U210 HANGER (2) 2x10 D.F. No. 2 STRUCTURAL FASCIA CONTINUOUS 2x BLOCKING 12 4.5 2x10 D.F. No. 2 @ 24" o.c. 5/8" ROOF SHEATHING (2) 2x10 D.F. No. 2 STRUCTURAL FASCIA CONTINUOUS 2x10 LEDGER SIMPSON U210 HANGER SIMPSON U210 HANGER (SLOPED SEAT) 2x BLOCKING WALL SHEATHING 2x6 STUD WALL EXTENSION OUTER STAIRWAY WALL (EXISTING) INNER STAIRWAY WALL (EXISTING) (2) 2x10 D.F. No. 2 STRUCTURAL FASCIA CONTINUOUS BAY WINDOW WALL (TRIM TOP OF WALL) 2x BLOCKING 5/8" ROOF SHEATHING 2x10 D.F. No. 2 @ 24" o.c. SEE DETAIL RA 2x BLOCKING: NOTCH BLOCKING FOR VENTED ROOF 12 6 2x10 FASCIA SIMPSON HU HANGER 1/4" SOFFIT BOARD 1/2" SHEATHING ON 2x6 STUD FRAMING 10d NAILS @ 6" o.c. 5/8" ROOF SHEATHING 10d NAILS @ 6" o.c. NOTCH FOR RIDGE VENT 2x6 BLOCKING: V-NOTCH FOR VENTING (2) 11 1 4 " LVL RIDGE BEAM TimberLOK TLOK10 1/2" SHEATHING ON 2x6 STUD FRAMING 2x4 KING STUD 4x4 POST RIDGE BEAM 5/8" SHEATHING EXISTING ROOF 1'-6" 2" 4'-0" 2" EXISTING COLUMNS TO BE REMOVED EXISTING TIMBER RETAINING WALL TO REMAIN EXISTING DECK 6x6 WWF CAGE OVER FRAMING SEE TYPICAL DETAIL, SHEET S-1 TimberLOK TLOK06: TOE-SCREW EACH SIDE 2x12 RAFTERS SONOTUBE FORMED PIER 5/8" ROOF SHEATHING 2x10 RAFTERS 6x12 TIMBER GRADE 12 4.5 12 4.5 SIMPSON ABU66 6x6 COLUMN SEE RJ/S-3 FOR FND SIMPSON ECCQ66 SIMPSON CCQ46 BLOCK RAFTERS ABOVE BEAM STAIR TO BASEMENT EXIST. STRUCT BELOW-VERIFY APPLIED DECORATIVE CORBEL SEE DETAIL RA 2x10 OUTLOOK RAFTERS 16012 S-3 STRUCTURAL DETAILS 1956 GORE CREEK DRIVE TOWN OF VAIL, CO SINCLAIR RESIDENCE REMODEL NO. ISSUE PROJECT: JOB NO. SHEET NO. JURISDICTION: 1 06.21.16 ISSUED FOR PERMIT 6.21.16 07/19/16