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HomeMy WebLinkAboutS001 - 199JGBDN3771DH 3771DH 3771DH 3771DH3371DH 3371DH 3371DH3771DH 3771DH 3771DH3571CA 3571CA3517FX 7117FX 3517FX7171 FX3371DH3371DH3771DH3771DH3771DH 3771DH3771DH5971 FX3771DH2971DH2971DH3/03/03/02-2/63/03/036"X96"3/03/03/0POINT LOAD ABOVEPOINT LOAD ABOVEPOINT LOAD ABOVEPOINT LOAD ABOVEDROPPED WOOD BEAM W/ SOLID BEARING ON BOTH ENDSDROPPED STEEL BEAM W12X19 (4" X 12 1/8" X 28') W/ ADJ.3.5" DIA. STEEL COLUMNSFLUSH WOOD BEAM W/ SOLID BEARING AT BOTH ENDSDROPPED WOOD BEAM W/ SOLID BEARING AT BOTH ENDSFLUSH WOOD BEAMFLUSH WOOD BEAMDROPPED WOOD BEAM W/ SOLID BEARING @ BOTH ENDS8'-9.5" H CLNG2' - 11"3' - 7"3' - 7"3' - 7"2' - 11"2' - 11"4' - 9 1/2"4' - 9 1/2"2' - 11"2' - 8 1/2"3' - 3"3' - 3"2' - 8 1/2"2' - 0"10"10' - 5"5"16' - 7"15' - 5"11' - 11"2' - 0"11' - 8"57' - 7"2x6 WALL2x6 WALL2x6 WALL3/02' - 2"1' - 10"5"14' - 1"10"14' - 6 1/2"2' - 5"3' - 7"18' - 7 1/4"2' - 5"3' - 7"2' - 0"17' - 2 3/4"2' - 11"5' - 2"15' - 8"5 1/2"15' - 5"7"11' - 0"1' - 10 1/2"12' - 2"9' - 0 1/2"3 1/2"11' - 4"3 1/2"4' - 0"5 1/2"11' - 5"5 1/2"4"9' - 8 1/2"13' - 2"3 1/2"7' - 8 1/2"22' - 0"7' - 0 1/2"3 1/2"16' - 6 1/2"7' - 11"11' - 0 1/2"4"4' - 0"3 1/2"3' - 0 1/2"5' - 10 1/2"3 1/2"2' - 4"3 1/2"15' - 5"3 1/2"5' - 0"3 1/2"3' - 5 1/2"2' - 7"3 1/2"13' - 0 1/2"4"8' - 11"3 1/2"2' - 7 1/2"4' - 9"7"4' - 9"7"4' - 9"7"11' - 0 1/2"2' - 0 3/4"3' - 5 1/2"3' - 5 1/2"2' - 4 3/4"3' - 9 1/2"10' - 8 1/2"10"6"6"3' - 3"5' - 8"13' - 2 1/2"3 1/2"2' - 3 1/2"27' - 4 1/2"3 1/2"1' - 6 1/2"11' - 0"10' - 10"10"14' - 6"10"6' - 0"3 1/2"4' - 0 1/2"3 1/2"5' - 0"3 1/2"5' - 10 1/4"15' - 4 1/4"21' - 2 1/2"3' - 10 1/2"7"8' - 4 1/2"7' - 6 1/2"3 1/2"4' - 5 1/2"4' - 0"5 1/2"12' - 0 3/4"7' - 10 1/4"29' - 1 1/2"4' - 4 1/2"5 1/2"7' - 6 1/2"5' - 0"3' - 2 1/2"10' - 9"7' - 6 1/2"5 1/2"8' - 4 1/2"5 1/2"1' - 3"6"3 1/2"2' - 3"1' - 9"10' - 3"1' - 11 1/2"1' - 11 1/2"7"8' - 6 1/2"4' - 0"4' - 0 1/2"3 1/2"4' - 0 1/2"5 1/2"4' - 0"3 1/2"15' - 11"7"3' - 8 1/2"2"5 1/2"8' - 2 1/2"2' - 2"6' - 6"13' - 9 1/2"4 1/2"1' - 6 1/2"11' - 0"2' - 0"EXERCISEWET BARMEDIAART ROOMGUEST SUITEBATHW.I.C.DOG ROOMMECHANICALVOID18R 17T @ 10" R.C.UP8'-9.5" CLNG8'-9.5" CLNG8'-9.5" CLNG8'-9.5" CLNG8'-9.5" CLNG9'-9.5" CLNG9'-9.5" CLNG9'-9.5" CLNG9'-9.5" CLNG9'-9.5" CLNG8'-9.5" CLNG9'-9.5" CLNG8'-9.5" CLNGWOOD BEAMS PER SPECS36" NOVUS FIREPLACE. 42"W X 34 7/8"H X 19 5/8"D R.O. ON 5.5" PLATFORMBEARING WALLBEARING WALLBEARING WALLBEARING WALLBEARING WALLBEARING WALLPOINT LOAD FROM ABOVE49' - 11"33' - 10 1/2"EJECTSUMPFURNACEWS R.I.W.H.W.H.TOILET CENTERLINE8 9.5" CLNG8' 9.5" CLNG8' 9.5" CLNG2' - 3 1/2"4"LOWERLEVEL DECKNUMBER OF RISERS/ TREADS TBD IN FIELD10" BOX COLUMNSDROPPED STEEL BEAM W12X26 (6.5" X 12.25" X 16'-2") W/ ADJ.3.5" DIA. STEEL COLUMNS4' - 9 1/4"DROPPED STEEL BEAM W12X22 (4" X 12.25" X 16'-2") W/ ADJ.3.5" DIA. STEEL COLUMNSBASEMENT ROUGH FRAMING NOTES:1. ALL FOUNDATION WALLS TO BE 8" THICK UNLESS NOTHER OTHERWISE (U.N.O.)2. DIMENSIONS ARE TO FACE OF WALL TYPICAL (U.N.O.)3. TOP OF STEEL BEAMS TO ALIGN WITH TOP OF FOUNDATION WALLS U.N.O.4. TOP OF CRAWL BEAMS TO ALIGN WITH BOTTOM OF FLOOR JOISTS (U.N.O.)5. FOUNDATION DIMENSIONS TO 8" PORTION OF FOUNDATION WALL (U.N.O.)6. ALL BASEMENT POURED CONCRETE WALLS TO BE 10'0" IN HEIGHT (U.N.O.)7. ANCHOR BOLTS TO BE INSTALLED WITHIN 12" FROM EACH CORNER AND EVERY 6" O.C/ THERE AFTER8. DOORS TO BE 4.5" OFF OF NEAREST WALL INTERSECTION OR CENTERED IN WALL (U.N.O.)-THE FRAMER IS TO LEAVE HORIZONTAL BULKHEAD OPEN UNTI MECHANICAL CONTRACTORS INSTALL DUCT LINES & PLUMBING LEADS.CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE:DRAWN BY:WedgewoodBuilding Co., LLC317.669.630032 First Street NECarmel, IN 46032www.wedgewoodbc.comCopyright c 2015 Wedgewood Building Co. LLC. 4/17/20183:02:46 PMA5Bookwalter ResidenceLot 199 Bridgemont @ Jackson's GrantBASEMENT FRAMING JH1/4" = 1'-0"1BASEMENT ROUGH FRAME PLANRev.No.DateDescription