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A500.0 - STAIR AND ELEVATOR SECTIONS
1ST LEVEL +99' -5" 2ND LEVEL FLATS +110' -9 3/8" 4TH LEVEL FLATS +134' -4 1/8" 3RD LEVEL FLATS +122' -6 3/4" ROOF BEARING +157' -0" TRUSS BEARING +144' -5 1/4"HEIGHT (SEE STRUCTURAL & ELEVATOR SHOP DRAWINGS)2X12 W/ JOIST HANGERS 2X12 WOOD STRINGER 1ST LEVEL BEARING +109' -1 1/8" 4TH LEVEL BEARING +132' -7 7/8" 3RD LEVEL BEARING +120' -10 1/2" T.0. TPO +158' -2" ELEVATOR DOOR OPENING -SEE SHOP DRAWINGS EXPANDING BOLTED CONNECTION -SEE STRUCTURAL ELEVATOR DOOR OPENING -SEE SHOP DRAWINGS ELEVATOR DOOR OPENING -SEE SHOP DRAWINGS ELEVATOR DOOR OPENING -SEE SHOP DRAWINGS EXPANDING BOLTED CONNECTION -SEE STRUCTURAL EXPANDING BOLTED CONNECTION -SEE STRUCTURAL EXPANDING BOLTED CONNECTION -SEE STRUCTURAL ROOF ACCESS STEP 1' - 3"1' - 3"ROOF ACCESS DOOR 2X12 LEDGER -SEE STRUCTURAL LVT FLOOR COVERING PRE-MOLDED VINYL STAIR TREAD-NOSING AND RISER 9' - 6"8' - 6"10' - 4"9' - 2" (10 TREADS @ 11") TYP.(11 RISERS @ 6.82")6' - 3"RATED FLOOR TRUSS ASSEMBLY - SEE DETAIL CF-1 SHEET T1-7) RATED FLOOR TRUSS ASSEMBLY - SEE DETAIL CF-1 SHEET T1-7) RATED FLOOR TRUSS ASSEMBLY - SEE DETAIL CF-1 SHEET T1-7) GYP. APPLIED DIRECTLY TO CMU BLOCK ELEVATOR FOOTING -SEE STRUCTURAL PLAN S100 CONCRETE SLAB TREATED 2X6 WITH SILL SEAL ANCHOR BOLTS AT 48" O.C. FLOOR SHEATHING (11 RISERS @ 6.74")6' - 2"9' - 2" (10 TREADS @ 11") STEEL HANDRAIL AND BRACKETS - TYP., SEE DETAILS LVT FLOOR COVERING OVER 1.25" GYPCRETE, 1/4" ACUSTICAL MAT, AND FLOOR SHEATHING FLOOR SHEATHING WITH LVT FLOOR COVERING GYP. APPLIED DIRECTLY TO CMU BLOCK GYP. APPLIED DIRECTLY TO CMU BLOCK 2X12 W/ JOIST HANGERS 2X12 WOOD STRINGER 2X12 LEDGER -SEE STRUCTURAL LVT FLOOR COVERING PRE-MOLDED VINYL STAIR TREAD-NOSING AND RISER R-11 SOUND BATT INSULATION FLOOR SHEATHING 2X12 W/ JOIST HANGERS 2X12 WOOD STRINGER 2X12 LEDGER -SEE STRUCTURAL LVT FLOOR COVERING PRE-MOLDED VINYL STAIR TREAD-NOSING AND RISER R-11 SOUND BATT INSULATION FLOOR SHEATHING 2X12 W/ JOIST HANGERS 2X12 WOOD STRINGER 2X12 LEDGER -SEE STRUCTURAL LVT FLOOR COVERING PRE-MOLDED VINYL STAIR TREAD-NOSING AND RISER R-11 SOUND BATT INSULATION FLOOR SHEATHING 5/8" GYP. SMOOTH FINISH, TYP. R-19 KRAFT FACE BATT INSULATION AIR AND WATER BARRIER, WRAP OVER TOP OF TPO ROOF MEMBRANE TREATED 2X6 W/ SILL SEAL AND ANCHOR BOLTS @ 48" O.C. (TYP. ELEV. SHAFT PERIMETER) R-38 BATT INSULATION, FILL ENTIRE CAVITY ROOF SHEATHING TPO ROOF MEMBRANE -EDGE BAND FLASHING PER MANUFACTURER SPECIFICATIONS RUN TPO ROOF MEMBRANE UP WALL AND 8" PAST TOP OF CMU R-19 MIN. SPRAY FOAM INSULATION AT WALL R-38 MIN. SPRAY FOAM INSULATION RATED ROOF TRUSS ASSEMBLY - SEE DETAIL CF-2 SHEET T1-7 RATED ROOF/ CEILING ASSEMBLY -SEE DETAIL CF-2 SHEET T1-7 RUN TPO ROOF UP WALL 16" SPRAY FOAM INSULATION - EXTEND DOWN WALL SHEATHING EXTERIOR SIDING AND TRIM -SEE ELEVATIONS TPO ROOF MEMBRANE OVER 1/2" RECOVERY BOARD 2X6 STUDS -SEE STRUCTURAL EXTERIOR SIDING AND TRIM -SEE ELEVATIONS GYP. APPLIED DIRECTLY TO CMU BLOCK RATED FLOOR TRUSS ASSEMBLY -SEE DETAIL CF-1 SHEET T1-7, TYPICAL 9' - 3" (10 TREADS @ 11")6' - 3 5/8" (11 RISERS @ 6.875")5' - 7 1/4" (10 RISERS @ 6.74")5' - 1 1/4" (9 RISERS @ 6.82")7' - 4" (8 TREADS @ 11") 8' - 3" (9 TREADS @11") STARTER STRIP 9' - 2" (10 TREADS @ 11") 8' - 3"5' - 7 1/4" (10 RISERS @ 6.74")(11 RISERS @ 6.74")6' - 2"9' - 2" (9 TREADS @ 11")9' - 5 3/4"(11 RISERS @ 6.875")6' - 3 5/8"1' - 0" MIN. 1' - 0" MIN. 1' - 0" MIN. 1' - 0" MIN. WRAP HANDRAIL AROUND CORNER, TYPICAL KORFILL INSERTS AT CMU ABOVE ROOF INSULATION 2X12'S, SEE STRUCTURAL DRAWINGS, CUT TOP OF JOISTS FOR 1/4":12 ROOF PITCH PREFINISHED ALUMINUM DRIP EDGE, ALL SIDES 4/4 X 9.25" SMOOTH FIBER CEMENT TRIM LVT FLOOR COVERING OVER 1.25" GYPCRETE, 1/4" ACUSTICAL MAT, AND FLOOR SHEATHING LVT FLOOR COVERING OVER 1.25" GYPCRETE, 1/4" ACUSTICAL MAT, AND FLOOR SHEATHING 1ST LEVEL +99' -5" 2ND LEVEL FLATS +110' -9 3/8" 4TH LEVEL FLATS +134' -4 1/8" 3RD LEVEL FLATS +122' -6 3/4" ROOF BEARING +157' -0" TRUSS BEARING +144' -5 1/4" 1ST LEVEL BEARING +109' -1 1/8" 2X12'S, SEE STRUCTURAL DRAWINGS, CUT TOP OF JOISTS FOR 1/4:12 ROOF PITCH 4TH LEVEL BEARING +132' -7 7/8" 3RD LEVEL BEARING +120' -10 1/2" T.0. TPO +158' -2" R-19 BATT INSULATION R-38 BATT INSULATION, FILL ENTIRE CAVITY ROOF SHEATHING TPO ROOF MEMBRANE -EDGE BAND FLASHING PER MANUFACTURER SPECIFICATIONS RUN TPO ROOF UP WALL 16" TPO ROOF MEMBRANE OVER 1/2" RECOVERY BOARD APA RATED SHEATHING EXTERIOR SIDING AND TRIM -SEE ELEVATIONS PREFINISHED ALUMINUM DRIP EDGE, ALL SIDESAIR AND WATER BARRIER, LAP OVER TOP OF TPO ROOF MEMBRANE SHEATHING EXTERIOR SIDING AND TRIM -SEE ELEVATIONS RUN TPO ROOF MEMBRANE UP WALL AND 8" PAST TOP OF CMU ELEVATOR FOOTING -SEE STRUCTURAL RATED FLOOR TRUSS ASSEMBLY - SEE DETAIL CF-1 SHEET T1-7) 2X FURRING WALL AND GYP. BD. SEE PLANS RATED FLOOR / CEILING ASSEMBLY -SEE DETAIL CF-1 SHEET T1-7 2X FURRING WALL AND GYP. BD. SEE PLANS RATED FLOOR / CEILING ASSEMBLY -SEE DETAIL CF-1 SHEET T1-7 2X FURRING WALL AND GYP. BD. SEE PLANS JOIST HANGER -SEE STRUCTURAL JOIST HANGER -SEE STRUCTURAL JOIST HANGER -SEE STRUCTURAL CONCRETE SLAB RATED ROOF / CEILING ASSEMBLY -SEE DETAIL CF-2 SHEET T1-7 2X FURRING WALL AND GYP. BD. SEE PLANS ELEVATOR SHAFT, SEE STRUCTURAL R-19 MIN. SPRAY FOAM INSULATION AT WALL R-38 MIN. SPRAY FOAM INSULATION STARTER STRIP SLOPE KORFILL INSERTS AT CMU ABOVE ROOF INSULATION 4/4 X 9.25" SMOOTH FIBER CEMENT TRIM TREATED 2X6 WITH SILL AND ANCHOR BOLTS AT 48" O.C.STARTER STRIP 2X6 STUDS, SEE STRUCTURAL 2X4 BLOCKING IN WALL 1 1/2" MIN. 1 1/4"36" TO NOSINGSTEEL HANDRAIL BRACKET BY FABRICATOR -FINISH BY OWNER STEEL HANDRAIL -FINISH BY OWNER NOTES: -RETURN HANDRAIL ENDS BACK TO WALL OR POST -EXTEND HANDRAIL 1'-0" BEYOND TOP AND BOTTOM RISERS 1 1/2" MIN. 1 1/4" PVC SHOE MOULD -CAULK AND PAINT2' - 10"3' - 0"SEE FLOOR PLAN PRE-MOLDED VINYL STAIR TREAD SINGLE LAYER GYP. AT UNDER SIDE OF STAIRS AND CEILING 2X12 WOOD STRINGER, TYPICAL STEEL HANDRAIL -POWDER COATED 1 1/2" MIN.1 1/4" 1 1/8" WOOD TREAD WITH 1" DEEP EASED NOSING 3/4" WOOD RISER BEYOND DATE 155 EAST MARKET STREETSECOND FLOOR, SUITE 200 INDIANAPOLIS, INDIANA 46204 T 317.721.2724 ROTTMANNCOLLIER.COM SCOPE DOCUMENT THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OFARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURALELEMENTS AND TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT CECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULLPERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDIACATED OR DESCRIBED, TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR PROPER EXECUTION AND COMPLETION OF THE WORK SHEET PROJECT NO. REVISIONSMÉLANGE FLATSA NEW MULTIFAMILY RESIDENTIALBLOCK DEVELOPMENTFIREHOUSE DEVELOPMENTCARMEL, INDIANA 4603203-05-2021 OWNER REVIEW SET 08-16-2021 CONSTRUCTION SET 11-01-2021 ADDENDUM 1 A5-0 STAIR AND ELEVATOR - SECTIONS 03-05-2021 19112 1/4" = 1'-0"1 STAIR AND ELEVATOR SECTION 1/4" = 1'-0" 2 ELEVATOR -CROSS SECTION 1 1/2" = 1'-0" 3 HANDRAIL DETAIL- 1 1/2" = 1'-0"4 STAIR SECTION 01/31/22