Loading...
HomeMy WebLinkAboutB16-0031_S100_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 @ SUMP T/MAT = -3' - 5 3/4" 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" 29'-9" 5'-9" 1'-2" 5'-5 1/2" 17'-4 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" 23'-6" 1'-9 1/2"8'-6 1/2"13'-2"T/WALL = 11' - 6" STEP T/WALL STEP T/WALL STEP T/SL STEP T/SL STEP T/SL 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 2'-6" 4'-0" T/WALL = 11' - 8 1/4" STEP T/WALL STEP T/WALL T/WALL = 11' - 6" T/WALL = 11' - 6" T/SL = 9' - 5 1/4" T/SL = 9' - 4" T/WALL = 10' - 8" T/WALL = 10' - 8" T/WALL = 3' - 7 1/4" T/WALL = 3' - 3 1/4" T/SL = 2' - 9 1/4" STEP T/WALL STEP T/WALL STEP B/WALL T/FTG = 6' - 9 1/4" 1'-0" T/WALL = 9' - 4" T/SL = 9' - 4" T/WALL = 8' - 6 1/4" T/MAT = 2' - 1 1/4" T/MAT = 2' - 1 1/4" T/MAT = 0' - 2 1/2" T/MAT = 0' - 2 1/2" 2'-8"8"7'-10 1/2"T/SL VARIES T/SL = 9' - 4" STEP T/SL STEP T/WALL STEP T/WALL STEP T/WALL STEP B/WALL STEP T/WALL STEP T/WALL 8" 8" 1'-1"2'-0"8" 1 1/2" 1'-1" 1'-11" 6"1'-5 1/2" 5 1/2" 8" 1'-2"4'-0"8"4'-0" 1'-1" 2'-0" 10 1/2" 10 1/2" 7 1/2" 7 1/2" 7 1/2" 4'-0" 7 1/2" 7 1/2" 7 1/2" 7 1/2" 7 1/2" 7 1/2" 4'-0" 7 1/2" 4'-0" 7 1/2" 4'-0" 7 1/2" 5'-6" 7 1/2" 7 1/2" 4'-0" 7 1/2" 7 1/2" 1 1/4" 7 1/2" 2 1/2" 1'-1" 1'-1" 2'-6" 7 1/2" 6 1/2" 8" 2'-6" 3'-10" 1'-0" 1'-0" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-1" 1'-9 3/8" 1'-1" 1'-1" 3'-5 1/2" 5'-0" 4'-0" 1'-6" 2'-1" 4'-0" 1'-1 1/2" 7 1/2" 5'-11 1/8" 8" 2'-6" T/WALL = 3' - 7 1/4" STEP T/MAT TYP T/WALL = 1' - 5 1/2" T/WALL = 1' - 5 1/2" T/WALL = 1' - 5 1/2" T/WALL = 0' - 9 1/2" SLOPE TOPPING SLAB SLOPE TOPPING SLAB SLOPE 3'-8 1/2" 1'-4" 1'-4" 9 1/2" 1'-4" 1'-4" TOC= 10' - 8" TOC= 11' - 11 1/4" T/WALL = 15' - 1 1/4" 12"x48" GRADE BEAM 6"6" STEP T/WALL STEP T/WALL STEP T/SL T/WALL = 10' - 8 3/4" 2'-8" 6" 6" 8" 6" 1'-4" 1'-4" 1'-4" 1'-4" 2'-10 1/2" 9'-9 1/2" 3'-4" T/SL = 9' - 0" TOPPING SLAB T/SL = 10' - 11 1/4" TOC= 10' - 9 1/2" TOC= 10' - 9 1/2" STEP T/SL STEP T/SL T/SL = 10' - 9 1/4" STEP T/SL STEP T/SL T/SL = 10' - 9 1/4" T/WALL = 11' - 6" 6" 6" 6" 1'-1" 2'-6" F2.5x3.5 8 1/2" 8 5/8" F5x5 3'-2" 1'-10" 9'-2 3/8" F5x5 7 1/2" 7 1/2" T/WALL = 10' - 5 7/8" 1'-1" 4 1/2" 4" 2'-4" F3x3 1'-4" 10" 1'-2 5/8" 2'-8" 1'-2" T/SL = 8' - 0" 20° WP T/FTG = 3' - 11 1/4" T/WALL = 1' - 5 1/2" T/WALL = 1' - 5 1/2" 1'-0" T/FTG = -0' - 3 1/2" 2'-3 3/8" T/FTG = 3' - 11 1/4" T/FTG = 3' - 11 1/4" T/FTG = 3' - 11 1/4" T/FTG = 3' - 11 1/4" STEP T/WALL T/WALL = 15' - 1 1/4" 12"x48" GRADE BEAM T/WALL = 10'-8 3/4" STEP T/WALL T/WALL = 5' - 3 1/4" T/SL = 4' - 1" T/SL = 5' - 6" T/SL = 7' - 0" STEP T/SL STEP T/SL T/SL = 5' - 6" T/WALL = 11' - 6" STEP T/WALL STEP T/WALL T/WALL = 7' - 2" T/SL = 7' - 2" STEP T/SL T/SL = 10' - 9 1/4" T/SL = 10' - 8 3/4" SLOPE TOPPING SLAB T/WALL = 13' - 9" T/SL = 10' - 8 3/4" T/SL = 9' - 11 1/4" T/SL = 10' - 9 1/4" 3 1/2"4" T/SL = 9' - 6 1/8" T/WALL = 9' - 4" STEP T/WALL STEP T/WALL T/SL = 10' - 11 3/8" T/WALL = 11' - 6 1/8" T/WALL = 10' - 11 3/8" T/WALL = 11' - 9 3/4" T/SL = 10' - 2" STEP T/WALL T/WALL = 11' - 6" 5 1/2" 3 1/2" 4" 4" 3 1/2" 5 1/2" T/WALL = 11' - 10 1/2" T/SL = 10' - 9 1/4" 4" 3 1/2" 5 1/2" T/WALL = 11' - 10 1/2" 6" 6" 6" TOC= 10' - 8 3/4" G G T/SL = 8' - 9" T/WALL = 10' - 8" 2 1/2" 4'-0" 2'-8 1/2" 1'-3 1/2" T/FTG = -0' - 3 1/2" 6" STEP T/SL STEP T/SL T/WALL = 11' - 10 1/2" STEP T/SL 1'-11 5/8" 1'-4" 1'-4" 1'-4" 7" 5 2" 5 5 5 1'-3 1/8" 5 1'-3 5/8" 1'-3 5/8" 5 5 4 1/2" 2" 5 5 2'-3 1/2" 5 5 5 8" 6" 5 5 5 1'-4" 5 17'-5 3/8" 5 T/WALL = 10' - 9 1/4" 5 1'-0" 1'-0" 6'-5 1/2" 8'-8 1/8" 5 10" 6" 8" 6" 5 2'-8 3/8" 2'-7 5/8" 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 S100 REIMERS RESIDENCE FOUNDATION PLAN KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 1/4" = 1'-0" FOUNDATION PLAN NORTH 5 09/16/2016 11/28/16