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HomeMy WebLinkAboutB15-0250_S100_1467739020.pdf283 287 260 37 127 221 224 18 294 131 301 223 315 198 319 132 2 6 3 4 5 24'-4" 8'-7 1/2" 21'-3" 20'-1" 6" A B C K L M 3'-7 1/2" 3'-3" 30'-1 3/4" 7'-4" 6'-3 1/4" 3 S311 6" 10'-8" SOG5A SOG4A 132'-5" 132'-10" 5 S320 4 S320 6" 6" 9'-7" 1'-0" 6" 7 7 7 2 7 7 3 3 2 3 9 2 CONTR COORD W/ ELEV SUPPLIER 12 3" TO COL CL 3" TO COL CL 12 3 S311 1 S311 S310 6 TYP AT WALL CORNERS 8'-0" 6" 2 3/4" 7 1/4" 3 S311 SIM 8 S310 TYP 7 S320 1 TYP 6 S320 3 S311 SIM 7 7 7 7 7 F4 131'-6" 10 3'-0" 7 7 4'-0" 1'-0" 2'-0" SOG4A 132'-11" W1-B0 W1-D9 W1-B0 W1-B0 W1-B6 W1-B6 9 6" 1'-0" 1'-0" 6" 1'-0" 3 S311 SIM 1'-0" 1'-0" 1'-0" 6" 6" 8" 3 S311 1 S311 1'-0" 1'-0" 7'-9 1/2" 1'-0" 2 3/4" 3 1/4" 2'-2" 1'-4" 4'-2" 1'-0" BP1 BP1 BP1 BP1 BP1 BP1 BP2 BP1 BP1 BP2 BP2 11 3 S311 SIM 1'-0" CONC STEM WALL PER 8/S310 1'-0" 11 CONC STEM WALL PER8/S310 3 10 S310 T/FTG = 128'-6" 8 S310 TYP CONC STEM WALL PER 8/S310 1'-0" 1'-0" 1'-0" 1'-0" 7 S311 T/FTG = 128'-6" 3 BP2 BP2 W1-D9 BACKFILL FOUNDATION WALLS TO MAX HEIGHT NOTED ON PRIOR TO PLACING LEVEL 2 FRAMING AND FLOOR SHEATHING 3/S311 BACKFILL FOUNDATION WALLS TO MAX HEIGHT NOTED ON PRIOR TO PLACING LEVEL 2 FRAMING AND FLOOR SHEATHING 3/S311 S200 2 LOWER STAIR LANDING UP 7 2 2 2 2 2 5 S320 8 S320 11 S311 SIMPSON CB66 HDG COLUMN BASE 2 10 S310 SIM 9 9 BP1 BP2 BP1 W1-C6 BP3 S500 12 FOR BP TYP 11 S311 TYP AT CONC SITE WALLS 11 S311 2 8 S311 3 1/4" 2 3/4" 10" 1'-0" 6" 2 2 1'-6" 1'-6" 9'-7" 7 2 BP2 BP2 4'-0" 5'-2" 4'-4" 2'-9" 1'-4" 4'-6" 6" 1'-8 1/2" 4'-5" 3'-0" 5 S310 4" 8" 8'-3" 1'-4" TYP 7'-9 1/4" 1'-4" 8 S320 2 2 2 5 S320 2 2 11 S311 3'-3" 1'-0 1/2" 20'-3" CONTR COORD W/ GARAGE DOOR SUPPLIER 4'-4 1/2" 6'-3" 1'-10 1/2" 1'-4" 3'-8" MAX VARIES 8 S320 SOG5A VARIES. SEE CIVIL 4 S320 3 TYP AT WALL 7 7 BP1 BP1 RFI #6 BP1 ADHESIVE ANCHOR NOT PERMITTED 4 2 3 3 6 6 7 ( 127' - 6" ) Project number Date Drawn by MM JOB #: 15.0197.S.01 PRINCIPAL/EOR: PD PROJECT MANAGER: KH DESIGNERS: JW/KH DATE PRINTED: FILE PATH: 05.27.2016 C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt 5/27/2016 12:17:48 PM S100 LEVEL 1 FLOOR PLAN M15.0197.S.01 LOT 3 / 994 PTARMIGAN RD VAIL,CO Hughes Residence 07.02.2015 KH 1/4" = 1'-0" LEVEL 1 COLUMN SCHEDULE (SEE 6/S601) MARK TYPE REMARKS 1 (2) 2x6 2 (3) 2x6 3 (4) 2x6 4 (3) 5 1/2 LVL 5 (4) 5 1/2 LVL 6 HSS3x3x1/4 SEE 12/S500 FOR BP 7 HSS4x4x1/4 SEE 12/S500 FOR BP 8 (5) 2x6 9 HSS5x5x1/4 SEE 12/S500 FOR BP 10 HSS9x5x1/4 SEE 12/S500 FOR BP 11 3 1/2x5 1/2 PSL 12 6x6 PRESERVATIVE TREATED NORTH FOUNDATION NOTES 1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2. SEE S3 SERIES SHEETS FOR TYPICAL CONCRETE DETAILS. 3. SEE S320 FOR TYPICAL SLAB-ON-GRADE DETAILS. 4. SEE ARCHITECTURAL DRAWINGS FOR VAPOR RETARDER LOCATIONS. CONTRACTOR SHALL INSTALL VAPOR RETARDER PER RECOMMENDATIONS OF PCA AND ACI 302.1R-04. 5. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLAB SLOPES, DEPRESSIONS, FILL, PADS, AND CURBS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 6. SEE S310 FOR TYPICAL FOOTING AND FOUNDATION DETAILS. 7. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF ALL WOOD BEARING AND PARTITION WALLS. 8. CONTRACTOR TO COORDINATE STONE LEDGE ELEVATIONS WITH ARCHITECTURAL AND LANDSCAPE GRADING DRAWINGS 6 No. Description Date PERMIT SET 07.02.2015 2 FND SET 09.22.2015 4 CD 10.06.2015 5 CD REV #1 10.21.2015 6 CD REV #2 05.27.2016 RFI 18: Change rebar spacing in the wider section of wall to within 2" of face of wall. Do not need to install new dowels. Extend bar from narrow wall 2'-6" into wider section RFI 5: 6" SOG per 1/S320. T.O. slab at 3" below finish elevation (see site plan) RFI 5: 5" SOG per 1/S320. Elevation defined by civil plan RFI 5: Use Isolation joint per 3/S320 ASI 1: Blockout for Spa vault access See RFI 54 for hold down alternates See RFI 54 for alternate hold down requirements 07/05/16