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HomeMy WebLinkAboutS001 - 1GO4" TOILET C.L. CRAWL SPACE ACCESS DROPPED WOOD BEAM THIS END 34 1/2" H. WALL WH50 WS R.I. SUMP EJECT BEDROOM #3 MEDIA GAME WET BAR UNFINISHED STORAGE/ MECHANICAL EXERCISE ROOM W.I.C. CRAWL 14' - 10"3 1/2"14' - 0"4"12' - 3 1/2" 5' - 0" 3 1/2" 7' - 10" 4"6' - 1 1/2" 3 1/2" 4' - 3" 9' - 2 1/2"5' - 7 1/2" 9' - 6" 10"4"7' - 0" 3 1/2"12' - 5 1/2" 3 1/2" 5' - 1"8' - 0 1/2" 3' - 6"12' - 0"3 1/2" 4' - 4" 3 1/2" 5' - 0" 4" 14' - 3 1/2"2' - 2"12' - 8" 15' - 1 1/2" 3 1/2" 10 1/2" 9' - 8"3 1/2"4' - 4"3 1/2" 5' - 4" 3 1/2" 29' - 1 1/2" 4" 19' - 8 1/2"3' - 6" 2' - 5 1/2"3 1/2" 14' - 10" 11 1/2" 13' - 4" 4" 2x4 STEPPED STRUCTURAL WALL ADJACENT TO FINISHED WALL 10' - 11 1/8" 5' - 8 1/2" 3 1/2" 2' - 5"4" 4040 GL2x4 STEPPED STRUCTURAL WALL ADJACENT TO FINISHED WALL 3 1/2" 12' - 0" 4"DROPPED MECHANICAL BULKHEAD 4' - 4" 15' - 5" 3 1/2" POINT LOAD FROM ABOVE SOLID BEARING POINT LOAD FROM ABOVE SOLID BEARING SOLID BEARING DROPPED WOOD BEAM FLUSH WOOD BEAM 11' - 0"3 1/2" 3' - 9 1/2" 6' - 8" 9' - 3 1/2"3 1/2" 15' - 8" W12x19 DROPPED STEEL BEAM 4"W x 12 1/4"T x 13'-6"L LVL HEADER w/SOLID BRG. EACH END SOLID BEARING SOLID BEARING15' - 7 1/4"UNEXCAVATED 2/8-8/02/8-8/0 2/8-8/0 2/8-8/02/8-8/0BATH #3 W.I.C. UNFINISHED STORAGE4' - 4" 3 1/2"5' - 7"1' - 6 1/2"3' - 4" 3 1/2" 5' - 2 1/2" 4"2/8-8/0 2/8-8/02/8-8/04"3 1/2" 5' - 4" 3 1/2" 4"6' - 4" 6' - 4" 4" FIXED 2-2/0-6/83 1/2" 2' - 1"3 1/2" 8' - 2"3 1/2"15' - 8" 5' - 4" 16R 15T @ 10" R.C. UP 7' - 9"3 1/2" 3' - 6 1/2" 8' - 2" POINT LOAD FROM ABOVE FLUSH WOOD BEAM FLUSH WOOD BEAM W/ SOLID BEARING BEARING WALL BEARING WALL BEARING 5' - 3" 7' - 0 1/2"7' - 3 1/2"5 1/2" DUCT CHASE ABOVE CXW14CXW14 CXW14CXW14 CXW14 FIXED DUCT CHASE ABOVE FLUSH HEADER 2 A5 PONY WALL SEE DETAIL THIS SHEET 8' - 10 1/2" 3 1/2" 2' - 10 1/2" WOOD STUD BEARING WALL FROM CRAWL FOUNDATION WALL UP TO BOTTOM OF FLOOR JOIST 4" CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL FOUNDATION WALL OVERDIG 4" DRAIN TILE TYPICAL FOUNDATION WALL: * 8" POURED CONCRETE WALL * SILL ANCHOR BOLTS @6'-0" O.C. * 16" X 8" CONCRETE FOOTING * #3 STEEL WALL REINFORCING 2" FROM FACE OF WALL * LOOP WIRE REINFORCING 11 7/8" I-JOIST APPROXIMATE CRAWL FLOOR 6 MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL PROVIDE A WOOD LVL HEADER AT CRAWL SPACE ACCESS OPENING R-10 VINYL FACED BATT INSULATION ON EXTERIOR WALLS IN CRAWL HEIGHT DETERINED BY GRADE8' - 9 1/2"1' - 4" 8"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:WedgewoodBuilding Co., LLC317.669.630032 First Street NECarmel, IN 46032www.wedgewoodbc.comCopyright c 2019 Wedgewood Building Co. LLC. 10/27/2021 1:11:36 PM A5The Jordan ResidenceLot 1 Gray Oaks14283 McCormick Cir, Carmel, IN 46033BASEMENT ROUGH FRAMING ABL1/4" = 1'-0"1 BASEMENT ROUGH FRAME PLAN Rev.No. Date DescriptionROUGH FRAMING NOTES: 1. DOORS ARE TO BE 4.5" OFF OF WALL INTERSECTIONS OR CENTERED IN THE WALL U.N.O. 2. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL. 3/4" = 1'-0" 2.SECTION AT CRAWLApproved For Construction Owner Signature: ____________________ Date: _________ Owner Signature: ____________________ Date: _________ Architect Signature: ____________________ Date: _________ Wedgewood Building Co. ,LLC 11/22/21