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HomeMy WebLinkAboutS1 - FOUNDATION PLAN.pdf1 1 3 4 5 6 6 A B C D E F G I 21' - 1" 4' - 11 5/8" 5' - 8" 2' - 8 1/8"1' - 0" 15' - 6 1/8" 10' - 7 3/4" 4' - 11 5/8" 30' - 6 5/8" 21' - 0" 2 8132' - 0" 100° 80° 8133' - 10" 8133' - 10" 2' - 0" 2' - 0" 6" 4' - 7" 26' - 10 3/4" 118' - 1" 19' - 5 3/8" 29' - 10" 1 S5 F30 F30 F30 F30 ( 8140' - 9 1/2" ) ( 8140' - 9 1/2" ) ( 8140' - 9 1/2" ) ( 8140' - 9 1/2" ) 8" 4" 1' - 0" 8144' - 8" 8144' - 8" 8145' - 8" 8145' - 8" 8144' - 8" 8144' - 0 7/8" 8145' - 8" 8145' - 8" 8145' - 4" 8144' - 6" 8145' - 8" 8142' - 8" 8142' - 0 7/8" 8144' - 3 1/2" 8144' - 3 1/2" A 59' - 8 3/4" 2 S5 8133' - 6" 8144' - 0 7/8" 1 S5 8145' - 8" 8144' - 10 3/8" 8145' - 2" 8145' - 8" 1 S5 1 S5 8145' - 8" 100° H 2.8 E.1 6 1/4" HEAD = 8142'-1" SILL = 8136'-7" 8136' - 6" 8136' - 5" 6 1/4" 8142' - 8" 8142' - 8" 8142' - 8" A.1 1.1 1.2 1 S6 8145' - 8" 11 S5 11 S5 11 S5 BP4 BP3 8145' - 8" 8142' - 8" 8144' - 0 7/8" 8144' - 8" 8144' - 0 7/8" 8145' - 8" 8145' - 8" 8144'-6" (CJ) 8155' -4" PATIO SITE WALL, SEE 6/S5 5' - 10 3/4" E.4 E.4 8145' - 8" 8145' - 8" 8133' - 10" 8145' - 8" ( 8139' - 4" ) 8145' - 7 1/2" F30 ( 8131' - 8" ) ( 8131' - 8" ) ( 8131' - 8" ) ( 8131' - 8" ) ( 8131' - 8" ) ( 8133' - 6" ) ( 8141' - 10" ) ( 8141' - 10" ) ( 8141' - 10" ) ( 8133' - 6" ) ( 8133' - 6" ) ( 8133' - 6" ) ( 8133' - 6" ) ( 8133' - 6" ) ( 8133' - 6" ) ( 8133' - 6" ) ( 8133' - 6" ) F30 F30 F30 F30 F30 F30 F30 ( 8133' - 6" ) F30 F30 F30 F30 F30 F30 F36 F30 F30 F30 8133' - 4" ( 8141' - 10" ) F30 ( 8141' - 10" ) F30 9" 6"1' - 0"30' - 0" 29' - 8 3/4" F16 F30 ( 8133' - 6" ) 8145' - 2" 8145' - 8" 8144' - 10 3/8" 8144' - 8" 8145' - 8" 8144' - 10 3/8" 8145' - 8" 8145' - 8" F5.0 ( 8133' - 6" ) F4.0 ( 8141' - 10" ) 8" 4" 1' - 0" 2' - 2 5/8" 22' - 4 1/8" 8145' - 8" 8144' - 8" 8133' - 4" F16 ( 8131' - 8" ) 8141' - 6" 8142' - 8" 8133' - 6" F3.5 F3.0x4.0 ( 8133' - 6" ) ( 8133' - 6" ) F4.0 ( 8133' - 6" ) 2' - 6 1/4" 3' - 6" 10 3/4" 7' - 1" 3' - 0" 10' - 6 1/4" F16 ( 8131' - 8" ) F30 F30 ( 8133' - 6" ) F30 ( 8133' - 6" ) F30 F16 ( 8133' - 6" ) F16 ( 8133' - 6" ) 4' - 4 3/4" 8' - 8 7/8"6 1/4" 1' - 0" 8' - 11 3/8" 4' - 5 1/2" 10' - 6 1/8" 1' - 0" 8' - 5 3/4" 6' - 7 7/8" 8' - 7 3/4" F2.5 ( 8133' - 6" ) 6' - 7 5/8" 2' - 6" 14' - 1 5/8" 2' - 4 1/4" 4' - 0" 3' - 11 3/8" 2' - 6" 10' - 2 3/8" 4' - 0 1/2" 4' - 0" 20' - 0" 12' - 6" 15' - 3" 5' - 9" 4' - 4" 11' - 8 1/2" 7' - 6" 6" 7' - 8" 93' - 3" 4' - 1 7/8" 13' - 6" ( 8133' - 6" ) 10' - 0 1/2" 15' - 1 7/8" 13' - 9 3/4" 8' - 0 1/8" 47' - 0 1/4" 1' - 0" 6' - 4 3/8" 15' - 8" 5' - 3 1/4" 1' - 1 1/4" 5' - 3 7/8" 5' - 4 1/4" 90° 100° 90° 100° 21' - 8 7/8" 16' - 10 1/8" 4' - 9" 38' - 7" 100° 118' - 1" 21' - 8 7/8" 14' - 5 1/2" 7' - 3" 8' - 11 5/8" 3' - 3" 24' - 4 3/4" 11' - 1 1/2" 26' - 10 3/4" 6 3/8" 93' - 3" 7' - 8" 6"2' - 0" 17' - 0 1/4" 5' - 0 1/4" 25' - 0" 24' - 0 1/2" 8' - 5 3/4" 3' - 6 1/4" 2' - 11 1/4" 21' - 1 1/4" 1' - 9" 1' - 9" 10' - 11 1/2" 8' - 5 3/4" 1' - 0" 4' - 0" 10' - 8 1/2" 6' - 2 3/8" 18' - 4 1/8" 2' - 4 1/4" 1' - 0" 4' - 8" 3' - 8 1/8" 1 5/8" 8" 23' - 4 1/2" 1' - 0" 24' - 0" 5 S5 5 S5 5 S5 5 S5 2 S5 HEAD = 8140'-1 1/2" SILL = 8134'-10 1/2" HEAD = 8141'-11 1/2" SILL = 8136'-8 1/2" HEAD = 8141'-11 1/2" SILL = 8136'-8 1/2" 3 S5 3 S5 SIM 4 S5 4 S5 1 S5 6 S5 1 S5 4 S6 4 S6 5 S6 5 S6 5 S6 3 S6 8144' - 8" 8144' - 0 7/8" 2 S5 2 S5 8144' - 8" 8144' - 0 7/8" 8144' - 10 3/8" 8145' - 8" 8142' - 0 7/8" 8142' - 0 7/8" 8142' - 0 7/8" 8142' - 0 7/8" 5' - 11" 8145' - 8" 8145' - 8" 8145' - 2" 8145' - 8" UNIT A UNIT B 100° F4.0 ( 8133' - 6" ) A A A A 15 S7 BP1 BP2 8144' - 10 3/8" 8145' - 8" 8144' - 10 3/8" 8144' - 10 3/8" 8144' - 10 3/8" 8145' - 8" 8144' - 10 3/8" 8144' - 10 3/8" 8144' - 10 3/8" 8145' - 8" 8144' - 10 3/8" 8145' - 8" BP2 BP2 5' - 1 7/8" 3' - 3" 12' - 10 1/8" 12' - 11 3/8" 3' - 0" 7' - 10 1/2" 13' - 11 3/4" 7' - 1" 1' - 9 1/4" 1' - 10" 3' - 6" 20' - 2" 4 1/2" 2' - 1 1/2" 20' - 5 1/4" 11' - 5 1/2" 11' - 6 1/2" 1' - 0" 12' - 8 3/4" 21' - 2 1/2" 12' - 5 7/8" 8134' - 8" 8134' - 7" SIM 9 S5 9 S5 9 S5 9 S5 10 S5 6" 1' - 0" 10 S5 8144' - 8" 6' - 0" 6 1/4" 1' - 0" 1' - 10" SIM 7' - 11 1/8" 23' - 6 5/8" 8" 1' - 0" 10' - 11 7/8" 4' - 0" 8' - 3 1/4" 1' - 0" 25' - 3 1/4" 23' - 6 5/8" 1' - 0" 1' - 0" 6' - 6 1/2" 15' - 3" 5' - 9" 25' - 6 3/4" 21' - 0" 6' - 1 1/2" 17' - 11" 2' - 3" 8136'-6" 8136'-5" ( 8133' - 6" ) 7 S6 7 S6 7 S6 7' - 10" 8' - 11" 4' - 11 7/8" 2' - 9 1/8"4' - 5 1/8" 22' - 7 1/4" 1' - 0" 80° 7/8"Ø x 12" HEAVY HEX 1 1/2" 4' - 0 1/8" 5 7/8" 8145'-6 1/2" 8145'-6 1/2" 8144'-6 1/2" 8144'-6 1/2" SIM 8144'-8" 8144'-8" 8144'-8" 14 S7 F4.0 ( 8141' - 10" ) COLD JOINT (2) #5x36" EPOXY DOWELS w/ 4" EMBED INTO BASEMENT WALL, TOP AND BOTTOM OF FROST WALL F2.5 ( 8141' - 2" ) 6 S7 2' - 0" #5x36" EPOXY DOWELS w/ 4" EMBED INTO FOUNDATION WALL TO MATCH THICKEN SLAB LONGITUDINAL REINFORCEMENT (6 DOWELS AT EACH END 3 S12 1' - 0" 1 S15 3.1 6' - 0" 12' - 9" 17' - 3" TO CL OF NEW CONC WALL 1 1/2" = F/O <E> WALL SHEATHING(2) #5 x 36" EPOXY DOWEL w/ 4" EMBED INTO EXISTING FOUNDATION WALL, TOP AND BOTTOM (4 TOTAL). 8144' - 10" S15 2 SX20 2 A A A A A A A A 8145' - 8" 12" CONCRETE WALL, REINFORCE PER 1/S15 F30 ( 8137' - 0" ) TYPICAL SLAB-ON-GRADE CONSTRUCTION: 4" FIBER REINFORCED CONCRETE SLAB ON SUB-GRADE PER SOILS REPORT. PROVIDE 1/8" x 1" TOOLED CONTROL JOINTS AT 10'-0" EACH WAY. ADD 3-#4x4'-0" DIAGONAL BARS AT MID-DEPTH OF SLAB AT ALL RE-ENTRY CORNERS. ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 S1 FOUNDATION PLAN MERIBEL CORPORATION 17040 182 West Meadow Drive Vail, CO 81657 0 2' 4' 8' 12' 3/16" 3/16" = 1'-0" FOUNDATION PLAN REFER TO MECHANICAL FOR RADON MITIGATION SYSTEM REFER TO SHEET S5 FOR FOOTING AND BEAM POCKET SCHEDULE 05/05/15 1/13/15 CONSTRUCTION ASI #4 5/15/15 06/26/15