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HomeMy WebLinkAboutB16-0242_S.4_1478908720.pdfSCALE: 3 4"=1'-0 RB SCALE: 3 4"=1'-0 RC SCALE: 3 4"=1'-0 RE SCALE: 3 4"=1'-0 RF SCALE: 3 4"=1'-0 RD 12 V-NOTCH IN BLOCKING BEYOND RAFTER SLOPED SEAT HANGER (2) 11 1 4 " LVL BEAM EXISTING UPPER ROOF EXISTING LOWER ROOF EXISTING RIDGE BEAM NEW CEILING LINE @ BOTTOM OF RIDGE BEAM 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 SCALE: 3 4"=1'-0 RG SCALE: 3 4"=1'-0 RH SCALE: 3 4"=1'-0 RJ S-4 12 10 8x10 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 2x4 KING STUD 4x4 POST RIDGE BEAM 5/8" SHEATHING EXISTING ROOF OVER FRAMING SEE TYPICAL DETAIL, SHEET S-1 2x12 RAFTERS 12 4 12 4.5 APPLIED DECORATIVE CORBEL SEE DETAIL RA 2x10 OUTLOOK RAFTERS HVAC DUCT -PROPOSED RAISE HDR BEYOND AS REQ'D FOR DOOR CLR. LVL , RE: PLAN SCALE: 3 4"=1'-0 RA S-4 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 TimberLOK TLOK10 1/2" SHEATHING ON 2x6 STUD FRAMING TimberLOK TLOK06: TOE-SCREW EACH SIDE S-4 S-4 S-4 S-4 S-4 S-4 S-4 RK S-4 (2) BRG STUDS WINDOW OPENING EXISTING ROOF STRUCTURE KING STUD (2) 11 7/8" HEADER (2) 9 1/4" LVL SILL HEADER--ALIGN WITH CEILING BEYOND BRG STUD BEVELED PLATE AT BEARING WOOD TRIM TO CONCEAL HANGER SEAT SIMPSON HUC 810 HANGER BEYOND 1'-6" 2" 2'-0" 6x6 COLUMN 6" THICK RIGID BOARD INSULATION--- EXTEND 1' BEYOND EDGE OF PIER - 3 SIDES EXISTING DECK 6x6 WWF CAGE SONOTUBE FORMED PIER 5/8" ROOF SHEATHING 2x10 RAFTERS 8x10 TIMBER GRADE EXISTING COLUMNS TO BE REMOVED SIMPSON ECCQ66 BLOCK RAFTERS ABOVE BEAM EXISTING TIMBER RETAINING WALL TO REMAIN SIMPSON ABU66 SIMPSON ECCQ86 1'-0" 2x10 LEDGER 5 1/8x 9 GLB 24F-V4/DF 4.5 EXISTING 8x8 COLUMN TO BE RELOCATED 6x12 L 4 x 4 x 1/4" x 0'-11" BOTH SIDES w/ (2) 3/4" DIA. THRU-BOLTS EXISTING 8x8 (3) 5/8" x 5" LAG SCREW THIS SIDE (2) 5/8" x 5" LAG SCREW OPPOSITE SIDE EXISTING DIAGONAL BEAM BEYOND (4) 5/8" DIA. THRU-BOLTS COUNTER-BORE 1" DIA. THRU-BOLT COUNTER-BORE (2) 5/8" DIA. THRU-BOLTS (2) 5/8" x 5" LAG SCREW EXISTING 7x15 TIMBER MAIN LEVEL UPPER LEVEL 11/16" DIA. HOLES, TYP. 7" 2" 1'-158" 5" 4" 112" 3" PL 1/4" x 7" PL 1/2" x 6" x 6" 712" (2) 5/8" DIA. THRU-BOLTS 1'-1 5/8" 4" GREAT ROOM CORBEL SCALE: 1/2"=1'-0 (2) 5/8" DIA. THRU-BOLTS (4) 2x6 STUDS BELOW - SPACE AS REQUIRED FOR THRU-BOLT ACCESS 1/4" KNIFE PLATE 1/4" KNIFE PLATE - SAME AS BELOW 12 15 4" 31 2" 5" 3" 21 2" 3" 3" ALIGN THIS CUT EDGE w/ EDGE OF DIAGONAL BEAM BEYOND FIELD VERIFY SECTION ISO VIEW (2) 5/8" x 5" LAG SCREW THIS SIDE EXIST 8X8 DIAG FLR BEAM (1) 5/8" DIA. THRU-BOLT 2x BLOCK x12" LONG CENTER BELOW COLUMN BASE PL. FASTEN TO 2X10 w/ (6) LEDGER-LOK SCREWS SPACED AT 4" O.C., MIN. 16012 S-4 STRUCTURAL DETAILS 1956 GORE CREEK DRIVE TOWN OF VAIL, CO SINCLAIR RESIDENCE REMODEL NO. ISSUE PROJECT: JOB NO. SHEET NO. JURISDICTION: 4A 09.07.16 REVISED DETAIL RD, AND ADDED GREAT ROOM CORBEL DETAIL 9.7.16 10/27/16