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Home My WebLink AboutA000.0 FLOOR PLANUNEXCAVATED 10'-0" TO C.L. OF COLUMN 14'-0" TO C.L. OF COLUMN 15'-0" TO C.L. OF COLUMN 19'-5" TO C.L. OF COLUMN 13'-5" TO C.L. OF COLUMN 16'-0" TO C.L. OF COLUMN 7'-6 1/2" TO C.L. OF BEAM 12'-9" TO C.L. OF BEAM 14'-5" TO C.L. OF BEAM 14'-4" TO C.L. OF BEAM 15'-2" TO C.L. OF BEAM 14'-1 1/2" TO C.L. OF BEAM 6'-5 1/2" C.L. OF FOOTER 4'-11 1/4" TO C.L. OF BEAM/FOOTER 13'-1 1/4" 58'-0" 14'-5" 17'-0" 23'-11" 36'-11 1/2" 9'-0" 1'-4" 16'-0" 20'-3" 42'-11 1/2" 58'-0" 21'-7" 1'-8 1/2" 79'-0" 32'-0 1/2" 1 2 2 2 W8x15 STEEL BEAM W8x40 STEEL BEAM W8x18 STEEL BEAM 3 3 3 4 4 5 6 6 6 S EE SHEET S -1B FOR GARAGE S LAB DETAILS 7 8 8 14 19'-0" 2 W8x10 STEEL BEAM UNEXCAVATED UNEXCAVATED TO C.L. OF COLUMN 8'-0" 12'-8" 61'-0" 36'-5" 7'-0" 14'-8 1/2" TO C.L. OF COLUMN 12'-8" 6'-6" 6" 1'-0" 8'-0" 8" 7'-4" 1'-0" 16'-1" 20'-4" 2'-7" 10'-7" 2'-11" 7'-11" 12'-5" 7'-3" 8" 59'-8" 6 6 9 10 11 9 62'-0" 11'-0" S TD. CRAWL S PACE 12'-5" S TD. CRAWL S PACE: 4'6" HIGH POURED CONCRETE WALL S TD CRAWL S PACE: GRAVEL OVER PLAS TIC IN CRAWL S PACE AREA 2 W8x15 STEEL BEAM W8x15 STEEL BEAM (2-S PAN CONT.) (2-S PAN CONT.) S PLICE BEAM HERE, IF REQ'D. (3-S PAN CONT.) W8x18 STEEL BEAM (3-S PAN CONT.) W8x18 STEEL BEAM (3-S PAN CONT.) TO C.L. OF FLUS H BEAM 17'-10" POS T ABOVE 17 POS T ABOVE 18 5 3 AT KITCHEN ISLAND DOUBLE JOISTS OUTLINE OF KITCHEN IS LAND ABOVE 6 4 19 CJ CJ A 5.01 7'-6 1/2" CJ 19 19 S EE D1.1 C.L. OF COLUMN 5'-2" TO C.L. OF COLUMN 10'-0" 4 4 3 19 10 1/2" 10 DRAIN C.L. 10'-0" FLOOR DRAIN TO C.L. OF DRAIN 27'-0" 7'-6 1/2" 15'-1" 18'-4" 24'-7" 5'-7" 8'-0" 17'-4" UNEXCAVATED 10'-0" 11'-11" 4'-9" 4" 8" 8" 4" 12'-3" 4'-9" 12'-7" 4 1/2" 5'-0" 4 1/2" 5'-0" 4 1/2" 4 1/2" 2'-3" RAISE FOUNDATION 12" ABOVE POURED S LAB 8'-0" 2 2 4040 S LIDER 4040 S LIDER METAL EGRES S WINDOW WELL METAL EGRES S WINDOW WELL CJ Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAS T 96TH S TREET, S UITE 100, INDIANAPOLIS , IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing S cale: 1/8" = 1'0" Drawn By: 1.01 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Foundation Plan Key Notes: 1 OUTLINE OF BAS EMENT S TAIRS S LAB CONTROL JOINT S LAB CONTROL JOINT LOCATED DIRECTLY UNDER S TEEL BEAM 3-1/2" DIA. 11 GA. ADJUSTABLE S TEEL PIPE COLUMN ON 30"x30"x12" PLAIN CONCRETE FOOTING GARAGE S LAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO S LOPE 1/4" PER FOOT TOWARDS GARAGE DOOR 2 3 4 5 6 7 8 CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED 9 10 OUTLINE OF CONCRETE PORCH S LAB ABOVE (1-1/2" TYP. OVERHANG) - S EE S PECIFICATION MAUAL FOR FRONT PORCH CONS TRUCTION 11 LINE OF S TUD WALL/PORCH S LAB ABOVE - S EE DETAIL F/7.02 FOR MORE INFORMATION 12 HOLD TOP OF FOUNDATION WALL EVEN WITH MAIN WALL FOR PORCH S LAB S UPPORT 13 14 15 16 10"W. x 8"H. x 4"D. BEAM POCKET 17 18 19 20 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES . 2. ALL FOUNDATION WALLS TO BE 9'-0" TALL x 8" THICK UNLES S OTHERWIS E NOTED. 3. OVERALL FOUNDATION WALL HEIGHT MAY VARY UP TO 1". 4. S EE SHEET 0N.1 FOR VERTICAL FOUNDATION WALL CONTROL JOINT LOCATIONS . 5. REFER TO S HEETS 3.01 & 3.02 FOR FLOOR S YS TEM INFORMATION. 5'0" DIA. AREA S LOPED TO DRAIN; 2" LOWER THAN TOP OF S LAB -- 21 22 23 -- -- 3" DIA. S TD. S TEEL (SCHEDULE 40) PIPE COLUMN ON 42"x42"x12" CONC. FOOTING W/ (6) #4 BARS E.W. LINE OF OFFS ET BEARING WALL ABOVE S IMPSON HUS1.81/10 HANGER FLUS H BEAM - S EE S HEET 3.01 05/18/18 William Hohlt