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HomeMy WebLinkAboutB16-0031_S101_1480363500.pdf1 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 I I J J K K L L M M G1 G2 G3 G4 G5 GA GA GB GB GC GC GD GD TOC= 3' - 3 1/4" TOC= 3' - 7 1/4" @ H.P. @ H.P. 82'-2" 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" 29'-9 " 5'-9 "1'-2 "5'-5 1/2 "17'-4 1/2 " 23'-6" 13'-2"8'-6 1/2"1'-9 1/2" 37'-9" 3'-0" 4'-11 1/8" 6 3/8" 8'-11 1/4" 2 3/8" 2'-8" 10" 12'-3" 10" 1'-4" 1'-0" 1'-3" TOC= 1' - 5 1/2" SOG4 SOG4 SOG4 STEP T/SLAB TOC= 1' - 5 1/2" SOG4 HSS4x4x1/4 BP2 (2) 2x6 HSS4x4x5/16 BP2 HSS5x5x1/4 BP2 (2) 2x4 (2) 2x4 HSS5x3x1/2 BP2 1 S302 1 S302 2 S302 2 S302 TYP 1 S302 5 S302 5 S302 6 S302 6 S302 11 S302 3 S302 4 S302 4 S302 4 S302 3 S302 3 S302 6 S302 8 S302 1 S302 9 S302 10 S302 13 S302 12 S302 15 S302 14 S302 16 S302 17 S302 20 S302 (2) 2x6 HSS3x3x1/4 BP1 HSS3x3x1/4 BP1 HSS3x3x1/4 BP1 HSS3x3x1/4 BP1 TYP (2) 2x6 12 S301 8 S303 W1-A0 W1-A0 W3-A0 W1-A0 W1-A0 W1-A0 W1-A0 8" UP 13 S303 HSS3x3x1/4 BP2 (3) 2x6 (2) 2x6 (2) 2x6 5 S301 SIM 13 S301 G G 11 S303 HSS3x3x1/4 BP2 (2) 2x6 W1-A0 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 19 S302 5 5 5 FOUNDATION PLAN NOTES 1. MAINTAIN MINIMUM 48" FROST COVERAGE TO THE BOTTOM OF ALL FOOTINGS. 2. ALL FOOTINGS SHALL BEAR ON NATIVE SOIL APPROVED BY THE GEOTECHNICAL ENGINEER. 3. INDICATES SLAB ON GRADE TYPE. SEE ___. 4. INDICATES SPREAD FOOTING TYPE AND TOP OF FOOTING ELEVATION. SEE FOOTING SCHEDULE ___. 5. INDICATES TOP OF FOOTING ELEVATIONS 6. INDICATES TOP OF WALL ELEVATIONS. 7. INDICATES TOP OF STONE LEDGE ELEVATIONS. 8. INDICATES TOP OF CONCRETE SLAB ELEVATIONS. 9. INDICATES SHEAR WALLS ABOVE, SEE 10. SEE S0 SERIES FOR GENERAL NOTES AND QUALITY ASSURANCE NOTES. 11. SEE S3 SERIES FOR CONCRETE DETAILS. 12. SEE S5 SERIES FOR STEEL DETAILS. 13. SEE S6 SERIES FOR WOOD DETAILS. W1-B6 TOC=XX'-XX" T/SL=XX'-XX" T/WALL=XX'-XX" T/FTG=XX'-XX" SOG5 FXXxXX XX'-XX" 1/ S301 1/ S300 10/ S601 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2016 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 PRICING 1/15/16 COORDINATION 2/9/16 CD 3/1/16 4/26/16 CD SET REV 8/12/16 ASI #5 5 3090 BOOTH CREEK DR VAIL, COLORADO 9/16/2016 9:43:32 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S101 REIMERS RESIDENCE LOWER LEVEL PLAN KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 1/4" = 1'-0" LOWER LEVEL PLAN NORTH 09/16/2016 11/28/16