The URL can be used to link to this page

Home My WebLink AboutA201 Exisitng ConditionsK J G F c B A J1 SOUTH BUILDING ELEVATION SCALE 1 /s` 1' -0" El BUILDING SECTION SCALE 1 /8" 1' -0 Al BUILDING SECTION SCALE: 1/8" -1' -0" I U 8" STRUCTURAL CLAY TILE WALLS TYP. UP TO BEARING OF 2ND FLOOR JOISTS 1 ASPHALT COMPOSITION SHINGLES OVER 1X8 WOOD ROOF DECK OVER 2X6 RAFTERS 1X8 WOOD BOX -CAR SIDING (TYP.) CONC. SLAB WOOD SIDING ASPHALT COMPOSITION SHINGLES WOOD SIDING WOOD SIDING W000 SIDING WOOD SIDING STRUCTURAL CLAY TILE WOOD SIDING STRUCTURAL CLAY TILE STRUCTURAL CLAY TILE DOOR OPENING ASPHALT COMPOSITION SHINGLES ASPHALT COMPOSITION SHINGLES NMI I 1 1■� 1 ■i■■ ■■1 1 1 ■■■■N 1■■■■■■■■■ ■■■■■■■■■■N■■■■■ NMI U■■ i■ .iu 1■■■■■■■■■ orm 1■■■■■■u ram awl 1■■■■■■■ ■1 i■■■■■■■■■1 i■■■■■■■ ■1 ■1 1 ■1 NMI mo ii■i■■ nil i ■**■■■■I ■■■N ■i ■■N■1 ■N■■ ■■■N ■1 immummummumilvm ASPHALT COMPOSITION SHINGLES ASPHALT COMPOSITION SHINGLES D.S. D.S FOOTING TYPE AND DEPTH IS ASSUMED; EXCAVATION WAS NOT PERFORMED 1 L i X '---2X13 SET INTO COLUMN 2X9 3/4 ANCHORED TO FACE OF RAFTER AND THE 2 BRACES 5" DIA. STEEL COLUMNS WITH 10X10 BASE PL.-.„ DOUBLE 2X10 1/2 2X7 3/8 1X8 WOOD FLOORING OVER 2X12 JOISTS BTM. OF STEEL BEAM 1X8 WOOD BOX -CAR AT 9' -6 1/4" A.F. SIDING (TYP.) 3 2X12 BEAM SET INTO COLUMN 2X9 3/4 ANCHORED TO FACE OF RAFTER AND THE 2 BRACES DOUBLE 2X10 1/2 2X7 3/8 5- 2X12 3" WOOD FLOORING OVER CONC. SUB -SLAB 1X8 WOOD BOX -CAR SIDING (TYP.) 2" FLOOR OFFSET 1C-0" SECOND FLOOR 3 L. --J CONC. SLAB ASPHALT COMPOSITION SHINGLES OVER 1X8 WOOD ROOF DECK OVER 2X6 RAFTERS 39' -2" ROOF BREAK POINT 31' -7" ROOF BREAK POINT TRIPLE 2X8 TOP PLATE 21' -4" RAFTER BEARING 1X8 WOOD SIDING OVER 4X4 FURRING MEMBERS NOTE: CEILING HEIGHT MEASURED IN ROOM ADJACENT TO STAIR; VERIFIED BY COUNTING 15 STAIR RISERS AT 8" EACH 10' -0" FLOOR -TO -FLOOR 4 METAL VENTILATOR UNIT 4 4 5 40' -6" ROOF BREAK POINT 32'-11"(+/-) ROOF BREAK POINT 22' -8" RAFTER BEARING 1X8 WOOD SIDING OVER 4X4 FURRING MEMBERS 8" STRUCTURAL CLAY TILE WALLS TYP. UP TO BEARING OF 2ND FLOOR JOISTS FOOTING TYPE AND DEPTH IS ASSUMED; EXCAVATION WAS NOT PERFORMED ASPHALT COMPOSITION SHINGLES MUM 1111 ........1 1■■ FBI 11�` L M *M1:*� ::1■ 1 ■N.■ ONNO ■N■ i OM■■■■■■■■■■■■■■■■■■■■■ =11:*' ::':::'1:: STRUCTURAL CLAY TILE J4 NORTH BUILDING ELEVATION SCALE: 1/8" WOOD SIDING METAL VENTILATOR UNIT EEIEEI EEIBEI T-I J T L 1_ 11■■■1N1■■■1N1 J11 l ASPHALT COMPOSITION SHINGLES MIN T EAST BUILDING ELEVATION 8 WOOD SIDING 11■ STRUCTURAL CLAY TILE NMI NMI N MI I I I I 1 r 1 _1 L ASPHALT COMPOSITION SHINGLES D.S. 1 CONCRETE SILO VERTICAL PANELS BANDED TOGETHER T I• t• N MUM MUM MUM MOON MUM 1 10 STRUCTURAL CLAY TILE D.S. METAL VENTILATOR UNIT WOOD SIDING EMU 11 J STRUCTURAL CLAY 11LE ASPHALT COMPOSITION SHINGLES WOOD SIDING METAL VENTILATOR UNIT 1■ ■■i 1■■■ ■1 1■■ ■■■1 ■■■■■■■■■■ .1 1 1■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■1 OW. 1■■ WOOD DOOR 12 WOOD SIDING ASPHALT COMPOSITION SHINGLES WOOD SIDING D.S. 13 D.S. WOOD SIDING [I] [I] STRUCTURAL CLAY TILE METAL VENTILATOR UNIT [I] ASPHALT COMPOSITION SHINGLES WOOD SIDING J 14 D.S. J 15 J J Revisions CERTIFIED BY NOT PUBLISHED ALL RIGHTS RESERVED EXCEPT FOR USES EXPRESSLY PERMITTED IN WRITING, INFORMATION SHOWN OR INCLUDED IN THIS DOCUMENT IS SOLELY THE PROPERTY OF BOHLEN, MEYER, GIBSON AND ASSOCIATES. INC. Bohleri,Meyer, Gibson&Associates, Incorporated A Partnered Entity with Schneider Engineering Corporation EXISTING CONDITIONS Date I Project No. 2 AUGUST 1995 95 -123 3040 North Post Road Indianapolis, Indiana 46226 -6518 317- 899 -8000 317- 899 -8014 Fax Plum Creek Development Fitness Building Remodel Carmel, Indiana Computer Files J: \95- 123 \DWGS \XREFS \EXSTFLOR J: \95 123 \DWGS \XREFS \TBLOCK Drawn C.E.S. Of Architecture Interior Design Landscape Architecture Engineering Approv. A201 M L K J H G F E D C Sheet No. A