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HomeMy WebLinkAboutS1 - FOUNDATION PLAN.pdf1134566ABCDEFGI50' - 11"46' - 2"21' - 0"254' - 11 3/4"27' - 5"24' - 0"25' - 0"5' - 10 1/2"16' - 2"2' - 0"8131' - 0"100°80°8132' - 10"8132' - 10"8132' - 10"19' - 11 7/8"34' - 11 7/8"20' - 0"4' - 0"21' - 8 7/8"2' - 0"29' - 8 3/4"29' - 8 5/8"27' - 0 3/8"19' - 2"4' - 4"2' - 0"4' - 7"26' - 10 3/4"73' - 0 1/2"4' - 2"4' - 10"7' - 1"4' - 10"4' - 1"4' - 8"118' - 1"22' - 10"16' - 4 1/8"31' - 5 5/8"4' - 8"19' - 5 3/8"21' - 1"29' - 10"2' - 9 7/8"4' - 10"3' - 9 1/2"4' - 10"29' - 10 5/8"4' - 8"17' - 2 5/8"12' - 7 3/8"47' - 9 3/4"STEP IN MAT FOUNDATIONT/O MAT SLAB8129' - 8"T/O MAT SLABT/O MAT SLABT/O MAT SLABT/O 4" SLABT/O 4" SLABT/O 4" SLABT/O 4" SLAB1S54S57S58S5F30F30F30F30( 8132' - 10" )( 8132' - 10" )( 8132' - 10" )( 8132' - 10" )( 8132' - 10" )( 8129' - 0" )( 8132' - 10" )F30F30F308"8142' - 5 1/2"8"4"1' - 0"8145' - 6 1/2"4"7 3/4"6 1/4 " 1' - 6"8145' - 0"8144' - 8"8144' - 8"8145' - 8"8145' - 8"8145' - 8"8144' - 8"8144' - 4 1/4"8145' - 6 1/2"8145' - 8"8148' - 6 1/2"8145' - 8"8145' - 8"8145' - 4 3/4"8144' - 6"8144' - 6"8145' - 8"8142' - 8"8140' - 2"8142' - 8"8142' - 4 1/4"8144' - 5 1/2"8144' - 5 1/2"4' - 3 1/8"23' - 1 3/4"59' - 5 3/8"7' - 6 3/4"15' - 5"4' - 7"27' - 6 3/4"4' - 8"23' - 0"24' - 2"10' - 11 1/4"4' - 2 1/4"8' - 9"22' - 11 1/4"16' - 8 5/8"1' - 0"18' - 3 3/4"1' - 0"34' - 0 1/8"8S57S512S82S58135' - 0"8135' - 1"8132' - 6"T/O 4" SLAB8132' - 6"T/O 4" SLAB10S59S58132' - 8"T/O 4" SLAB8132' - 8"T/O 4" SLAB2S68144' - 4 1/4"8145' - 8"1S58145' - 8"8145' - 8"8144' - 4 1/4"8144' - 4 1/4"8144' - 4 1/4"8142' - 4 1/4"8144' - 9 1/2"8144' - 9 1/2"8145' - 8"8144' - 9 1/2"3S51S51S56S66S65S68144' - 9 1/2"8145' - 8"8145' - 6 1/4"8145' - 8"8144' - 0 5/8"2S71' - 11 1/4"6' - 1"21' - 8 1/2"9' - 3 1/4"7' - 11 7/8"2' - 8 3/4"6"6' - 11 7/8"6"1' - 0"100°7' - 10"8' - 11"4' - 11 7/8"6"7' - 11"6"8132' - 8"8132' - 10"8132' - 4"8132' - 4"8132' - 4"8132' - 4"8132' - 4"8132' - 4"8132' - 6"8132' - 0"9S5H2.8E3E.16 1/4"HEAD = 8141'-1"SILL = 8135'-7"8132' - 8"8132' - 10"HEAD = 8141'-1"SILL = 8135'-7"8135' - 1"8135' - 0"HEAD = 8141'-1"SILL = 8135'-7"HEAD = 8141'-1"SILL = 8135'-7"8135' - 0"8135' - 1"8135' - 0"8135' - 1"6 1/4"6 1/4"4' - 9"8145' - 1"8142' - 6 1/4"8142' - 6 1/4"8142' - 8"8142' - 8"8142' - 8"8142' - 6 1/4"8142' - 8"8145' - 0"8145' - 8"A.1E.21.11.11.24' - 2 3 /8 " 24 ' - 11" 29' - 1 3/8"10' - 0 1/2"F30( 8141' - 8 1/2" )6S51S78144' - 9 1/2"8145' - 8"8144' - 9 1/2"8144' - 9 1/2"8144' - 9 1/2"8144' - 9 1/2"BP1BP2BP2BP2BP2BP2BP2BP38S68S65S6BP3BP2BP2BP2BP2BP2BP2BP2BP28144' - 9 1/2"8144' - 9 1/2"8144' - 9 1/2"5S53S63S63S6F30PATIO SITEWALL, SEE 6/S5BP1BP1BP4BP4BP4BP4BP4BP48145' - 8"8139' - 6"8145' - 8"8142' - 6 1/4"8140' - 2"8145' - 8"8139' - 6"8144' - 4 1/4"8144'-8"8144' - 8"8144' - 4 1/4"8145' - 8"8142' - 4 1/4"8145' - 1"GAP PER ARCH8145'-1"8145' - 8"8145' - 1"8142' - 4 1/4"8142' - 4 1/4"8144' - 4 1/4"8145' - 6 1/4"8144' - 4 1/4"8145' - 2"8145' - 2"8145' - 0"8145' - 8"8142' - 4 1/4"8144'-6" (COLD JOINT)8155' -4"8148' - 8"8148' - 8"PATIO SITEWALL, SEE 6/S58131' - 6"8131' - 6"8131' - 6"TYPICAL SLAB-ON-GRADE CONSTRUCTION:4" FIBER REINFORCED CONCRETE SLAB ON SUB-GRADEPER SOILS REPORT. PROVIDE 1/8" x 1" TOOLED CONTROLJOINTS AT 10'-0" EACH WAY. ADD 3-#4x4'-0" DIAGONALBARS AT MID-DEPTH OF SLAB AT ALL RE-ENTRY CORNERS.TYPICAL MAT SLAB CONSTRUCTION:12" THICK CONCRETE SLAB REINFORCED WITH #5 @ 10"TOP AND BOTTOM ON WATER PROOF MEMBRANE BYGENERAL CONTRACTOR ON 3" FIBER REINFORCEDCONCRETE MUD SLAB ON SUBGRADE AS PER SOILSENGINEERISSUE RECORD1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-6342182 West Meadow DriveVail, CO 81657S1FOUNDATIONPLANPIETRINI RESIDENCE1704009/05/14PERMIT02'4'8'12'3/16" 3/16" = 1'-0"FOUNDATION PLAN09/05/14