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HomeMy WebLinkAboutS-2 Foundation Plan1'-8" TYPICAL, U.N.O B S-5 S-5 S-5 C F D S-5 E S-5 1'-8" 4x6 DF No. 2 COL. UP, TYP. 4x6 DF No. 2 COL. UP, TYP. 4x6 DF No. 2COL. UP, TYP. 4x6 DF No. 2COL. UP, TYP. 1 1 2 2 3 3 A A B B C C D D E E F F G G H H I I J J K K L L 11' - 6" 16' - 6" 11' - 6" 16' - 6" 11' - 6" 16' - 6" 11' - 6" 16' - 6" 11' - 6" 16' - 6" 11' - 6" 32' - 4" 4' - 10" 151' - 6" 5' - 9" 5' - 9" 1' - 10 1/2" 4' - 6" 3' - 9" 4' - 6" 1' - 10 1/2" 5' - 5" 5' - 8" 1' - 8" 3' - 0" 0' - 9" 2' - 5" 2' - 5" 1' - 6" 3' - 0" 2' - 2" 5' - 5" 5' - 8" 1' - 8" 3' - 0" 0' - 9" 2' - 9" 6' - 0" 2' - 9" 5' - 5" 5' - 8" 1' - 8" 3' - 0" 0' - 9" 2' - 7" 2' - 5" 1' - 6" 3' - 0" 2' - 0" 5' - 5" 5' - 8" 1' - 8" 3' - 0" 0' - 9" 2' - 7" 2' - 5" 1' - 6" 3' - 0" 2' - 0" 5' - 5" 5' - 8" 1' - 8" 3' - 0" 0' - 9" 2' - 7 1/2" 6' - 3 1/4" 2' - 7 1/2" 2' - 2" 4' - 6" 11' - 3" 0' - 5 1/2" 6' - 0" 0' - 5 1/2" 0' - 6" 4' - 6" 2' - 6" 0' - 4" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 0' - 4" 1' - 10 1/2" 4' - 6" 3' - 9" 4' - 6" 1' - 10 1/2" 3' - 6" 4' - 6" 3' - 6" 1' - 10 1/2" 4' - 6" 3' - 9" 4' - 6" 1' - 10 1/2" 3' - 6" 4' - 6" 3' - 6" 1' - 10 1/2" 4' - 6" 3' - 9" 4' - 6" 1' - 10 1/2" 3' - 6" 4' - 6" 3' - 6" EQ EQ EQ EQ 1' - 10 1/2" 4' - 6" 3' - 9" 4' - 6" 1' - 10 1/2" 2' - 2" 4' - 6" 20' - 7" 2' - 11" 2' - 2" 2 1 3 4 5 6 7 8 9 10 11 12 13 15 16 18 19 21 22 24 43 44 45 46 47 48 49 50 51 52 53 10' - 9 1/2" 0' - 3 1/2" 12' - 1" 0' - 4 3/4" 8' - 2 1/2" 3' - 11" 0' - 3 1/2" 6' - 9 3/4" 8' - 3" 0' - 3 1/2" 4' - 7" 0' - 3 1/2" 5' - 1 1/2" 0' - 3 1/2" 12' - 11" 13' - 3" 0' - 3 1/2" 5' - 1" 0' - 3 1/2" 2' - 1 1/2" 0' - 4 1/4" 10' - 4 1/4" 10' - 5" 0' - 3 1/2" 3' - 0" 0' - 3 1/2" 2' - 1 1/2" 7' - 11" 0' - 3 1/2" 7' - 11" 2' - 9" 6' - 0" 2' - 9" 11' - 1 1/4" 0' - 3 1/2" 7' - 6 1/2" 0' - 3 1/2" 2' - 4" 0' - 3 1/2" 9' - 10 3/4" 4' - 0" (3)-2x6 -VERSA -STUD COL. TYP.(3)-2x6 -VERSA -STUDCOL., TYP. (3)-2x6 -VERSA -STUD COL. TYP. (3)-2x6 -VERSA -STUD COL. TYP. BACKFILL CRAWLSPACE WITH STRUCTURAL FILL. RE: NOTE 3 1'-8" TYP. A S-5 TYP. PARTY WALL A S-5 TYP. PARTY WALL (3)-2x6 STUDCOL. TYP.AT EXIST. FND WALL 4x6 DF No. 2COL. UP, TYP. 4x6 DF No. 2COL. UP, TYP. 5" THICK CONCRETE SLAB FRONT PORCH 12" WIDE THICKENED EDGE REF. E/S-5 EXISTING GRADE BEAM TO REMAIN, TYP. (3)-2x6 STUD COL. TYP. 4x6 COL. IN CRAWL SPACE, TYP. G S-5 5" THICK CONCRETE SLAB SIDEWALK 6 1'-4" 8'-0" 5'-6" 7'-8" 8'-0" 8'-0" 5'-6" 1'-0" 10" 5 28" DIA BIG-FOOT BASE w/ 12" DIA PIER, TYP. THICKENED SLAB EDGE 8" 8" 8" TOP OF WALL EL BELOW THICKENED SIDEWALK EDGE 1 2 3 4 7 8 MICRO-PILE & No. ,TYP. - (22) MICRO-PILES TOTAL 13 9 10 11 12 20 17 18 19 14 15 16 8'-3" 21 22 PLAN NOTES: 1. ELEVATIONS ARE BASED ON DATUM 100'-0" = MAIN LEVEL TOP OF PLYWOOD. 2. FOOTING ELEVATIONS SHOWN HEREIN ARE BASED ON FINDING ADEQUATE SOIL CONDITIONS AS DETERMINED BY SOILS ENGINEER. IF SOIL CONDITIONS ARE OTHERWISE, CONTACT ENGINEER FOR OVER-EXCAVATION REQUIREMENTS. 3. EXISTING CRAWL SPACE TO BE FILLED (NOT BELOW FOOTINGS) WITH ON-SITE BACKFILL MATERIAL TO A LEVEL NOT TO EXCEED TOP OF FOOTING OR TOP OF FOUNDATION WALL SUCH THAT SOIL IS NOT IN CONTACT WITH PARTY WALL WOOD FRAMING. BOTTOM OF FOOTING ELEVATION SHALL STEP UP AS SOIL CONDITIONS ALLOW. CONSULT SOILS ENGINEER FOR VERIFICATION OF ADEQUATE SOIL BEARING DEPTH 4. COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 5. COORDINATE THE LOCATION OF UTILITY PENETRATIONS WITH MECHANICAL. PROVIDE A 1" THICK VOID FORM MATERIAL AROUND PLUMBING AT FOUNDATION WALL PENETRATION. 6. MICRO-PILES SHALL EXTEND 20 FEET DEEP BELOW FOUNDATION WALL. EACH MICRO-PILE SHALL HAVE A DESIGN LOAD CAPACITY OF 15,000 POUNDS. SEE GENERAL NOTES SHEET FOR ADDTIONAL MICRO-PILE REQUIREMENTS. 4'-6" 4'-0" 1'-8" CDOT CLASS 6 FILL MATERIAL CDOT CLASS 6 BACKFILL FOUNDATION BUILDING SECTION PARTY WALL FRAMING, TYP. NATURAL GRAVEL SOILS VOID EXCAVATION LIMITS 1'-8" BACK FILL WITH NATIVE SOIL 20' MICRO PILE BEYOND SEE PLAN GRADE MICRO PILE SEE PLAN CRAWLSPACE FLOOR CRAWLSPACE 10" MICRO PILE SEE PLAN MICRO PILE SEE PLAN MICRO PILE BEYOND SEE PLAN FOUNDATION PLAN 3/16" = 1'-0" 15031 S-1 FOUNDATION PLAN 5 3.29.16 REVISED FOUNDATION PLAN, ADDED MICRO-PILES TO (22) HP GEOTECH REPORT DATED 3.22.16 TOWN OF VAIL, CO MATTERHORN INN NO. ISSUE PROJECT: JOB NO. SHEET NO. JURISDICTION: 3.29.16 05/16/16