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HomeMy WebLinkAboutB16-0031_A3.0_1480362932.pdfA4.3 A4.4 1 1 A4.1 1 A4.5 2 A4.5 3 1 A5.5 1 A5.7 1 A5.6 2 A5.5 A4.5 1 1 A5.1 4 A5.5 1 A5.2 1 A5.3 1 A5.4 2 A5.4 3 A5.5 1 A5.8 1 A5.9 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 A A B B C C D D E E F F H H K K L L M M G1 G4 GD GD GC GC GA GA GB GB I I J J G5 G2 G3 1 A6.1 3 A6.1 1 A6.2 3 A6.2 2 A6.2 1 A6.1 7 A6.2 2 A6.5 1 A6.3 2 A6.3 6 A6.2 3 A6.3 2 A6.3 2 A6.3 2' - 4" 3' - 6 1/2" 4' - 5 1/2" 15' - 0 1/2" 11 1/2" 16' - 0" 11' - 0" 2' - 0" 9' - 3" 14' - 3" 3' - 4" 82' - 2" 17' - 4 1/2" 5' - 5 1/2" 1' - 2" 5' - 9" 29' - 9" 1' - 9 1/2"8' - 6 1/2"13' - 2" 23' - 6" 1' - 3" 1' - 0" 1' - 4"10" 12' - 3" 3' - 6" 2 3/8" 8' - 11 3/16" 6 5/16" 4' - 11 1/8" 3' - 0" 37' - 9" 5 1/2" 7 1/2" 1 A6.4 3 A6.4 4 A6.3 1' - 1" 1' - 1" 1' - 2 1/2" 8" 5 1/2" 7 1/2" 7 1/2" 5 1/2" 7 1/2" 5 1/2" 1% 1% 1% SUMP PUMP 1% 5" 8" 5"8" 1' - 0" 8" 1' - 1" 5 1/2" 7 1/2" 1' - 1" 5 1/2" 7 1/2" 7 1/2" 5 1/2" 5 1/2" 7 1/2" 7" @ T.O. TOPPING SLAB 8 1/4" @ T.O. TOPPING SLAB 4 5/8" @ T.O. TOPPING SLAB 6 3/4" T.O. TOPPING SLAB 7 1/4" @ T.O. TOPPING SLAB 5 7/8" @ T.O. TOPPING SLAB 6 1/4" @ T.O. TOPPING SLAB 8 1/8" @ T.O. TOPPING SLAB 5" @ T.O. TOPPING SLAB 8 1/8" @ T.O. TOPPING SLAB 6 5/8" @ T.O. TOPPING SLAB 7 3/4" @ T.O. TOPPING SLAB 8" @ T.O. TOPPING SLAB 7 1/4" @ T.O. TOPPING SLAB 6 7/8" @ T.O. TOPPING SLAB 3 1/2" @ T.O. TOPPING SLAB 3 1/2" @ T.O. TOPPING SLAB 8 1/2" @ T.O. TOPPING SLAB 6 3/4" @ T.O. TOPPING SLAB 1' - 0" 1' - 1" 5"8" LINE OF MAT SLAB BELOW FOUNDATION WALLS 1 A5.10 HIGHEST POINT OF PERIMETER DRAIN. B.O. PERIMETER DRAIN @ 8302' - 1 3/4" PERIMETER DRAIN TO DAYLIGHT 2 A6.4 3' - 10" 4' - 0" 4' - 0" 2' - 6" 2' - 6" 7 1/2" 5 1/2" 3 1/2" @ T.O. TOPPING SLAB 2' - 1 1/4" @ T.O. MAT SLAB FD 3% 1% 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 6" 4' - 0" 2' - 6" 4' - 0" 4' - 0" 1' - 11 3/4" 2' - 3 1/4" @ T.O. TOPPING SLAB 1% 1% 2' - 3 1/4" @ T.O. TOPPING SLAB PIPE DRAIN TO SUMP PUMP 1' - 2" T.O. MAT SLAB @ 0' - 2 1/2" 3% 2 1/2" @ T.O. MAT SLAB T.O. MAT SLAB @ 0' - 2 1/2" 4 A4.5 15' - 0 3/16" 5 1/2" 7 1/2" 1' - 1" 7 1/2" 5 1/2" 1' - 1" 4' - 5 1/4" 5 1/2" 7 1/2" 1 A6.4 1 A6.4 6" PVC PIPE PENETRATION THROUGH WALL. HARD PIPE AND DAYLIGHT @ SOUTHWEST CORNER OF PROPERTY. 20.0° 16' - 0" 8' - 0" 2' - 4" 5' - 10 1/2" 4' - 5 1/2" 14' - 1 1/2" 11' - 4" 3' - 6" 9' - 7 7/8" 4' - 11 1/8" 2' - 2" 1' - 0" 2' - 4" 3' - 11" 11' - 5" 17' - 6 1/2" 10' - 7" 10' - 3" 7' - 3" 2' - 10 3/8" 14' - 3" 8' - 0 1/4" 8' - 5 1/2" 24' - 7" 3' - 0" 27' - 0" 3' - 4" 3' - 4" 19' - 4" 110.0° 110.0° 4' - 9"22' - 5 1/2" 10' - 5"12' - 0 1/2" 22' - 0" 11 1/2" 160.0° 22' - 11 1/2" 13' - 3" 3' - 5 5/16" 24' - 9" 24' - 2" 15' - 7 1/2" 6' - 9 1/2" 17' - 8 15/16" 5' - 10 5/8" 70.0° 5 1/2" 7 1/2" G G 5 1/2" 6 1/2" 70.0° 5 1/2" 7 1/2" 3' - 0" 4' - 11 1/8" 9' - 7 7/8" 3' - 6" 12' - 3" 2' - 2" 1' - 0" 2' - 4" 8' - 0" 16' - 0" 27' - 0" 25' - 6" 3' - 4" 13' - 2"10' - 4" 2' - 4" 3' - 10" 7 1/2" 5 1/2" 22' - 10" 5' - 10 1/2" 4' - 5 1/2" 15' - 0 1/2" 16' - 11 1/2" 13' - 0" 1% 6" 6" 6" 6" SCUPPER (2) 6" SCUPPERS 8' - 5 1/2" 9' - 1 5/8" 2' - 8" LOAD BEARING WALLS. RE: STRUCT. 2' - 6" 1% 5 A6.3 A4.3 3 2' - 1 1/4" @ T.O. MAT SLAB 2' - 3 1/4" @ T.O. TOPPING SLAB 2' - 1 5/8" @ T.O. TOPPING SLAB 8" 1' - 11 3/4" A4.2 1 6" 1 A5.11 70.0° 3' - 9 1/2" 6 1/2" 7 1/2" 1 1/2" 1' - 0" 1' - 6" 7 1/2" 5 1/2" 6" 10' - 11 3/4" 1' - 3 5/8" 6 3/8" 2' - 3 1/2" 1' - 4" 1' - 3 5/8" 13' - 1 1/4" 9 5/8" 5' - 6" 8" 8" 7 1/2" 10 1/2" 1 1/2" 1 6" 1 1/2" 5 Scale Drawn by Checked by US Mail Only: P. O. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Issue Date REVISION 1/4" = 1'-0" 9/16/2016 10:31:50 AM A3.0 FOUNDATION PLAN CWF HB REIMERS RESIDENCE 03/01/2016 3090 BOOTH CREEK DR. VAIL, CO CONSTRUCTION DOCUMENTS 1/4" = 1'-0" 1 FOUNDATION PLAN 0' 2' 4' 8' 16' NORTH - FOUNDATION WALL THICKENED - COLUMN BASE DIMENSIONS ADDED - BEARING WALLS ADJUSTED TO MATCH STRUCT. No. Revision Date Revision Description 1 APRIL 26, 2016 ASI #1 2 JULY 13, 2016 ASI #2 5 AUGUST 12, 2016 ASI #5 11/28/16