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HomeMy WebLinkAboutB15-0026_S-100_1438367880.pdf1 1 A A B B C C D D E E F F G G H H I I J J 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 7"8" SOG4 W4-B6 W1-C8 W1-C8 11 13 2 2 1 11 11 11 11 11 13 10 1'-0" 2'-0" 3'-0" 3'-0" 8"7" F5x5 0" F6x6 F6x6 F5x7 T/FTG= 8292' - 7 3/4" TOC= 8294'-7 3/4" TOC= 8293'-7 3/4" 8295'-7" 8297'-8" 8299'-8" 8295'-7" F5x5 2'-4 1/2" 11 1/2" 11 1/2" 7"8" 3'-0" 4'-0" 8"7" 3'-0" 9'-8 1/4" 4'-10 7/8" 8'-0" 28'-0" 8'-0" 2'-6" 12'-6" 16'-0" 3'-0" 5'-3" 14'-9" 8'-11 1/4" 14'-3 1/4" 11'-3 1/2" 6" 1'-0" 1'-6" 16'-6" 1'-0" 4'-6" 3'-6"Ø x 3'-0" DEEP SUMP PIT 2'-0" 1'-0" 1'-2" 2'-0" 1'-0" 1'-0" 4'-0" 6" CONC WALL, TYP 6" CONC WALL 1'-0" CONC WALL T/WALL= 8294' - 7 3/4" T/WALL= 8294' - 7 3/4" T/WALL= 8294' - 7 3/4" 6" CONC WALL 1'-6" THICK MAT SLAB FOUNDATION W/ #7@9" OC EACH WAY T&B T/FTG= 8299' - 8 1/2" T/FTG= 8299' - 8 1/2" T/FTG= 8299' - 8 1/2" W1-B0 1'-2" 4 7/8" 9 1/8" 8'-8 1/2" 2'-4" 2'-5 5/8" 6'-8 1/2" 8" 1'-11 3/4" 6 1/4" 1'-5" 7" 8" 1'-1" 1'-1" 2 S-302 2 S-302 2 S-302 2 S-302 2 S-302 5 S-302 5 S-302 5 S-302 5 S-302 6 S-302 6 S-302 7 S-302 12 S-302 12 S-302 12 S-302 3 S-302 8 S-302 1 S-303 1 S-302 7" 7" 7" 7" 18 S-302 9 S-302 9 S-302 9 S-302 10 S-302 11 S-302 19 S-302 1'-0" 1'-2" 3 S-303 2'-4" 10 3/8" 3'-0" 4'-1 5/8" 10 3/8" 3'-0" 4'-1 5/8" 2'-6" 2'-6" 3'-2" 6'-8 1/2" 3'-2" 10 10 8"7" 2'-5" 7" 8"W1 SLOPE T/WALL= 8294' - 7 3/4" 13'-2 3/4" 1'-0 1/4" 9" T/FTG= 8292' - 7 3/4" 4 5/8" 8" 3'-5 1/2" 5'-9" T/FTG= 8299' - 8 1/2" 2" 2" 11'-9" MIN @ HIGH POINT 2 S-302 2'-3" 2'-6" 2'-3" 5'-1 1/8" 3'-2" 11" SOG5 12 S-302 12 S-302 STEP T/FTG STEP T/FTG 4 S-303 5 S-303 5 S-303 8" T/WALL= 8301' - 3" T/WALL= 8298' - 1" T/LEDGE 8297'-4" T/LEDGE 8297'-4" T/LEDGE 8297'-7" 10 10 10 10 10 2'-0" 8'-0" 8'-0" 25'-8" 36'-7" 20'-8" 13'-8" 39'-0" 25'-6 3/4" 22'-10" 13'-1 1/2" F3x3 8299'-8 1/2" 9 S-302 T/FTG= 8299' - 8 1/2" F3x3 8299'-8 1/2" 10 S-303 2'-0" 7" 8" STEP B/WALL & T/WALL STEP T/FTG F3x3 8292'-7 3/4" 6" CONC WALL 5 S-302 T/WALL= 8294' - 7 3/4" 5 S-302 11 S-303 S-303 12 B/BM= 8301'-11 3/4" 1'-2" 2'-10" SIM 2 STEP T/FTG 6'-1 1/2" 1'-3" 2'-0" 1'-3" 2'-0" 1'-4 1/2" 8" 11 1/2" 1'-0 1/2" 6'-6 1/2" 2'-0" 1'-3" 11'-9" 1'-0" 5 S-303 1'-0" 2'-5" 1'-3" 10 1/2" 2'-8" 4" 3" 13'-10" T/FTG= 8298' - 2" 2'-5" 1'-3" 3'-5" 1'-3" 2'-5" SLOPE B/BEAM ABOVE STEP T/WALL T/WALL= 8299' - 8" STEP T/WALL 2 S-302 SIM T/WALL= 8294' - 7 3/4" 8292'-3" 1'-0" 4" SLOPE SOG5 FOUNDATION PLAN NOTES 1. MAINTAIN MINIMUM 48" FROST COVERAGE TO THE BOTTOM OF ALL FOOTINGS. 2. INDICATES SLAB ON GRADE TYPE. SEE 3. INDICATES SPREAD FOOTING TYPE AND TOP OF FOOTING ELEVATION. SEE FOR FOOTING SCHEDULE 4. INDICATES TOP OF FOOTING ELEVATIONS 5. INDICATES TOP OF WALL ELEVATION. 6. INDICATES TOP OF CONCRETE SLAB ELEVATION. 7. INDICATES SHEAR WALL ABOVE. 8. SEE S-0 SERIES FOR GENERAL NOTES AND QUALITY ASSURANCE NOTES. 9. SEE S-300 FOR TYPICAL CONCRETE DETAILS. 10. SEE S-301 FOR TYPICAL SLAB-ON-GRADE DETAILS. W1-B6 TOC=XXXX'-XX" T/FTG=XXXX'-XX" T/WALL=XXXX'-XX" FXXxXX XXX'-XX" SOG5 /DETAIL 1 S-300 /DETAIL 1 S-301 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2013 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PERMIT 6/14/13 PROGRESS SET 10/27/14 PERMIT SET 02/03/15 2/5/2015 10:03:51 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-100 Fleeger Residence LOWER LEVEL FOUNDATION PLAN 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 1/4" = 1'-0" LOWER LEVEL FOUNDATION PLAN NORTH COLUMN SCHEDULE MARK TYPE REMARKS 1 (2) 2x6 2 (3) 2x6 3 (4) 2x6 4 5 1/4 x 5 1/4 PSL 10 HSS3x3x1/4 11 HSS4x4x1/4 12 HSS4x4x1/2 13 HSS5x5x1/4 14 HSS5-1/2x5-1/2x3/8 15 HSS6x6x1/4 16 HSS6x6x1/2 17 HSS10x5x3/8 2/3/2015 07/31/15