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HomeMy WebLinkAboutS001- Foundation Plan17'-6 1/2" 9'-4 1/2" TO C.L. OF COLUMN 9'-1 1/2" TO C.L. OF COLUMN 8'-8" TO C.L. OF COLUMN 8'-5 1/2" UNEXCAVATED 17'-8 1/2" 17'-0" 4'-0"2'-0" W8x18 STEEL BEAM TO BEAM C.L.11'-10 1/2"W8x15 STEEL BEAM 4 5 2 D1.1 TO BEAM C.L.19'-2 1/2"TO BEAM C.L.17'-8 1/4"TO BEAM C.L.20'-3 3/4"11 1 4'-2"10'-6 1/2"6'-4" 9'-4 1/2" 9 8 20'-1"FULL BASEMENT UNEXCAVATED 10'-4 1/2"11'-5 1/2" 60'-9" 20'-6"1'-4"4'-2"58'-0"7 6 5 5 DRAIN C.L.3'-0"TO DRAIN C.L. 3'-0" FOOTING 11'-8 1/2" 26'-3" 60'-9"CJ12 44'-4"1'-6"58'-0"8 9 UNEXCAVATED 11'-6"16'-10 1/2"12'-0 3/4"12'-1 1/2"5'-2"1'-0"12'-2"8'-4"5'-1"10(1)1-3/4"x14" LVL (FLUSH)OR (2)1 3/4"x14" LSL (FLUSH)(1)1-3/4"x14" LVL (FLUSH) OR (1)1 3/4"x14" LSL (FLUSH) B.W.A. B.W.A. B.W.A. B.W.A. 14 (CONTINUOUS)DBL JOIST3'-10 1/2" FOOTER 5'-3"3'-11 1/2"TO C.L. OF FOOTER20'-3 3/4"8"10"8" 8" 8" 8"10"8"72'-11"8"16'-0 1/2"11'-0" 10'-2" ISLAND ABOVE DBL EVERY OTHER JOISTS UNDER ADD'L JOIST(UNDER CABINETS ABOVE)8" 11'-4" 8"8"20'-11"8"716'-8 1/2"4'-2 1/2"12'-0" 1'-7 1/2"8'-0" 2'-4 1/2" UNEXCAVATED 6 4040 SLIDER 5'-8" 20'-4 1/2"5'-5"16'-0"2'-2 1/2"22'-3"15 CJ 17'-0" 26'-0 1/2"23'-7"CRAWL SPACE 16 BRICK LEDGE -FIELD DETERMINED 13 13 13 13 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number:Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 211 Grandview Drive, Fort Mitchell, KY 41017 Phone: [859] 578-4200 Born on Date: CDs Drawn By: Copyright © MARKET 14390 MARSDALE PLACE ALBANY VILLAGE ESTATES ALV-0040-00 11/11/22 M HYATT SERIES_NM PLAN_NM 1.01 Elevation "U" Foundation Plan 8595784290 the BUCHANAN KEB 08/27/2010 SSP 2010 2019 Key Notes: 1 OUTLINE OF BASEMENT STAIRS STEEL COLUMN PER MANUFACTURER (16.4K MAX) ON 36"x36"x12" CONCRETE PAD GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOT TOWARDS GARAGE DOOR 2 3 4 5 6 7 CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED 8 9 10 1-1/2" TYP. OVERHANG AT CONCRETE PORCH SLAB ABOVE 11 12 13 14 15 16 8"W. x 8"H. x 4"D. BEAM POCKET General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS TO BE 9'-0" TALL AND 8" THICK UNLESS OTHERWISE NOTED. 3. OVERALL FOUNDATION WALL HEIGHT MAY VARY UP TO 1". 4. SEE SHEET 0N.1 FOR VERTICAL FOUNDATION WALL CONTROL JOINT LOCATIONS. 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB LINE OF STUD WALL/PORCH SLAB ABOVE -SEE DETAIL D/7.01 FOR MORE INFORMATION 8”DEEP x 16”WIDE FOOTING AT BEARING WALL 17 REFER TO SHEET S-1A, S-1B, S-1C, S-1D -AS NEEDED FOR GARAGE PILASTER DETAIL LARGER WINDOWS TO USE CONCRETE HEADER. BOTTOM OF WINDOW SILL 40" ABOVE FINISHED FLOOR STEEL COLUMN PER MANUFACTURER (16.4K MAX) ON 24"x24"x12" PLAIN CONCRETE PAD 4'6" CONCRETE FOUNDATION WALL REISSUED: 11/18/2022 01/27/23 PLAN DETAIL OVERHANG PER PLAN 1'-01_4"SHEATHING SHINGLES W/ FELT SHEATHING/VINYL SOFFIT6" TRIM 71_4"103_ 4" BOX HDR VENTED SOFFIT HEADER PER PLANS 8" TRIM 2x_ BLOCKING SEE PLANS FOR POSTTO BEAM ATTACHMENT 2x2 4" TRIM 10" TRIM WOOD TRUSSESPRE-ENGINEERED 10" TRIM 8" TRIM WRAP W/EDGE CUT AT 45°. 10" SQUARE 212" 312"212" 10" BOX COLUMN(SEE PLAN DETAIL)10"1x_ WRAP W/ EDGE CUT AT 45°. P.T. WOOD POST 1x10 41_4" 41_4"10" 41_ 4"41_ 4" REAR PORCH COLUMN DETAIL SCALE: 1/2" = 1'-0"8'-9 7/8" +/- 6"(FIELD VERIFY)11_ 2" O.H. 10" 3" SIMPSON CBSQ44-SDS2 POSTBASE (OR EQUAL) SECUREDTO CONC. WALL PRIOR TOPORCH SLAB INSTALLATION CONCRETE PORCH SLAB TO C.L. OF SIMPSON POST BASE SECURE 4x4 POST TO SIMPSON CBSQ44-SDS2 POST BASE (OR EQUAL) 4x4 PRESSURE TREATED POST . GRADE 6" MIN. 4" 4" BRICK LEDGE W/ OPT. BRICK TO GRADE POURED CONC. WALL SECTION DETAIL MAINTAIN MIN. 1" SIDECOVER FROM ALL EDGESOF POST BASE TO EDGEOF CONC. STEM WALL 8" TRIM WRAP W/EDGE CUT AT 45°. A 7.04 1/2" DIA. x 6" SIMPSON TITEN HD FLOOR JOISTS 2x4 BLOCKING 2x6 FIRE BLOCKING 3'1/2" KRAFT-FACED BATT INSULATION PRESSURE TREATED 2x4 SILL PLATE ANCHORED TO SLAB ADDITIONAL FIRE BLOCKING REQUIRED IN SPACE BETWEEN FOUNDATION & STUD WALL, FROM TOP OF STUD WALL TO SLAB, AT INTERVALS NOT EXCEEDING 10'-0" O.C. 2x4 STUDS @ 24" o.c. HELD 1" FROM CONCRETE FOUNDATION LL FRAME DETAIL SCALE: 1/2" = 1'-0" D 7.04 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number:Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 211 Grandview Drive, Fort Mitchell, KY 41017 Phone: [859] 578-4200 Born on Date: CDs Drawn By: Copyright © MARKET 14390 MARSDALE PLACE ALBANY VILLAGE ESTATES ALV-0040-00 11/11/22 M HYATT SERIES_NM PLAN_NM 7.04 Elevation "U" House Specific Details 8595784290 the BUCHANAN KEB 08/27/2010 SSP 2010 2019 01/27/23 01/27/23 ã 01/27/23