Loading...
HomeMy WebLinkAboutA-202 - SECTIONS & DETAILSB/O SOFFIT 108' - 6" T/O CANOPY FRAMING 110' - 1" T/O OF COLUMN 112' - 11 3/8" 3 1/2" 5 1/2" PRECAST CONCRETE 2' - 9 5/8" COLUMN CAP CONTINUOUS AIR/MOISTURE BARRIER 1-5/8" AIR SPACE 5/8" EXTERIOR SHEATHING 3-5/8" METAL STUD STRUCTURAL COLUMN. SEE STRUCTURAL. DRIP EDGE 1" TERMINATION BAR FLASHING MEMBRANE CONTINUOUS BEAD OF SEALANT COUNTERFLASHING SYSTEM WITH TERMINATION BAR COUNTINUOUS BEAD OF SEALANT PARAPET WALL BEYOND EPDM ROOF MEMBRANE BALLAST STONE PROTECTIVE MAT QUICKSEAM RPF STRIP INSULATION 5/8" EXTERIOR SHEATHING SLIP PLATE ROOF DECK. SEE STRUCTURAL STRUCTURAL BEAM. SEE STRUCTURAL EIFS SOFFIT SYSTEM. 5/8" EXTERIOR SHEATHING 3-5/8" METAL STUD A STORM PIPE B SEALANT WITH BACKER ROD, APPROVED BY MTG. NORMAN BRICK VENEER CONTINUOUS AIR/MOISTURE BARRIER T/O REVEAL C 107' - 10" B 3" LEVEL 1 - FIRST FLOOR 100' - 0" T/O MANSORY ACCENT 103' - 2" FLASHING MEMBRANE 4X8X16 SPLIT-FACE CMU 4" CONCRETE SIDEWALK CONTUNIUOUS AIR/MOISTURE BARRIER TERMINATION BAR CONTINOUS BEAD OF SEALANT CONCRETE PIER. SEE STRUCTURAL 3-5/8" METAL STUD 5/8" EXTERIOR SHEATHING 1/2" EXPANSION JOINT STRUCTURAL COLUMN. SEE STUCT. 4X4X16 CMU CONTINOUS BEAD OF SEALANT B LEVEL 2 - SECOND FLOOR 113' - 4" B/O SOFFIT 108' - 6" RESINTALLED SALVAGED MANSORY EXISTING MANSORY TERMINATION BAR CONTINUOUS BEAD OF SEALANT FLASHING MEMBRANE COUNTER FLASH SYSTEM WITH TERMINATION BAR PARAPET BEYOND EXISTING MASONRY STONE 5/8" EXTERIOR SHEATHING CONTINUOUS AIR / MOISTURE BARRIER 4-1/2" DIA COMPRESSIBLE TUBE MAT'L APPROVED BY EPDM MFR TAPERED ROOF INSULATION STRUCTURAL TUBE. EIFS SOFFIT SYSTEM 3-5/8" METAL STUD EIFS SUPPORT METAL DECK EPDM BALLASTED ROOF SYSTEM 2" LAY-IN CEILING STOREFRONT SYSTEM, POWDER COATED 6" METAL STUD 3-5/8" METAL STUD SUPPORT. 3-5/8" METAL STUD METAL STUDS ARE NOT TO BE FASTENED TO EXISTING MASONARY OR LINTEL SEALANT WITH BACKER ROD. APPROVED BY MTG 2" REGID INSULATION. BATT INSULATION EXISTING HEADER STUD FRAMING. 6X6 - W2.9 X W2.9 WELDED WIRE FABRIC COMPACTED AGGREGATE BASE, SIZE NO. 53 (CRUSHED) STRIP TOPSOIL, ROOTS, AND ALL ORGANIC MATERIALS FROM SUBGRADE 4" 4" NOTE: INCLUDE 1/4"D SAWCUT CONTRACTION JOINTS AT 5'-0 ON CENTER & EXPANSION JOINTS EVERY 50'-0 MIN 4" CONCRETE WALK SLAB MIN. 2" EXISTING SIDEWALK/ CURB 1' - 0" #4 REBAR @ 2' O.C. DOWEL REBAR INTO EXISTING SIDEWALK AND SET IN EPOXY, IF SLAB IS THICK ENOUGH 1/2" EXPANSION JOINT AND SEALER B.O. OF SIDEWALK T.O. SIDEWALK NEW SIDEWALK/ 1' - 0" CURB SIDEWALK REPLACEMENT OR EXTENSION 3-5/8" METAL STUD NORMAN BRICK VENEER EIFS SYSTEM 6" METAL STUD 5/8" EXTERIOR SHEATHING EPDM ROOF MEMBRANE STRUCTUAL COLUMN. SEE STUCTURAL. PLAN A NORMAN BRICK VENEER EIFS SYSTEM 6" 6" 1 5/8 AIRSPACE CONTINOUS AIR / MOISTURE BARRIER BRICK BELOW 4IN DIAMETER STORM PIPE CONTINOUS AIR/MOISTURE BARRIER 5/8" EXTERIOR SHEATHING PLAN B NORMAN BRICK VENEER CONTINOUS AIR/MOISTURE BARRIER 5/8" EXTERIOR SHEATHING PLAN C 1' - 9 5/8" TYPICAL COLUMN WITHOUT DOWNSPOUT STRUCTURAL COLUMN. SEE STRUCTURAL. 1 5/8" AIR SPACE 3-5/8" METAL STUD EIFS SUPPORT SYSTEM, 3 5/8" METAL STUD SEALANT WITH BACKER ROD, APPROVED BY MTG. EIFS SYSTEM 6" 6" VERIFY 1' - 1 1/8" 3-5/8" METAL STUD FLASHING MEMBRANE 4X8X16 SPLIT-FACE CMU DOWNSPOUT DOWNSPOUT BEYOND, DISCHARGE TO ADJACENT SOD AREA 4" CONCRETE SIDEWALK CONTUNIUOUS AIR/MOISTURE BARRIER TERMINATION BAR CONTINOUS BEAD OF SEALANT CONCRETE PIER. SEE STRUCTURAL 3-5/8" METAL STUD 5/8" EXTERIOR SHEATHING 1/2" EXPANSION JOINT SEALANT WITH BACKER ROD AROUND ENTIRE DOWNSPOUT STRUCTURAL COLUMN. SEE STUCT. 4X4X16 CMU B/O SOFFIT 108' - 6" T/O CANOPY FRAMING 110' - 1" 10 3/8" 9 1/4" METAL COPING, MATCH EXISTING COLOR AND PROFILE EIFS, MATCH EXISTING COLOR AND TEXTURE 1' - 9 1/4" 2 5/8" 1' - 3 3/8" EIFS DRIP GROOVE 3 5/8" METAL STUD FOR EIFS SUPPORT STRUCTURAL BEAM, SEE STRUCTURAL 6" METAL STUD MATCH EXISTING EPDM ROOF MEMBRANE OVERLAP EPDM ROOF MEMBRANE 5/8" EXTERIOR SHEATHING 3 5/8" METAL STUD FOR EIFS SUPPORT T/O EIFS 111' - 9 1/4" B BALLAST STONE PROTECTIVE MAT QUICKSEAM RPF STRIP TAPERED ROOF INSULATION SLIP PLATE ROOF DECK. SEE STRUCTURAL 1" EIFS ACCENT, ALIGN WITH BRICK MORTOR JOINTS, MATCH EXISTING COLOR AND TEXTURE STOREFRONT SYSTEM, POWDER COATED CONCRETE STOOP, SEE STRUCTURAL GRANULAR INFILL EXSTING INTERIOR SLAB DEMO EXISTING RIGID INSULATION AS NEEDED DEMO EXISTING CMU FOUNDATION BLOCK AS NEEDED EXSTING RIGID INSULATION EXSTING FOUNDATION                       DRAWING CONTENTS: ISSUE DATE: DRAWING NO. PROJECT NO. ST. VINCENT MICHIGAN ROAD HOPD IMAGING POS22 COMPLIANCE 10801 N MICHIGAN RD, ZIONSVILLE, IN 46077 MKM: ASCENSION: Certification: Key Plan: Consultant Logo: 119 West Wayne Street Fort Wayne, Indiana 46802 p 260.422.0783 f 260.426.4561 www.MKMdesign.com 30329           02/12/2018 17088 A-202         SECTIONS & DETAILS 1 1/2" = 1'-0" 1 COLUMN DETAIL 1 1/2" = 1'-0" 3 COLUMN DETAIL 2 1 1/2" = 1'-0" 2 ENTRY DETAIL 3/4" = 1'-0" 5 CONCRETE SIDEWALK DTL. 1" = 1'-0" 6 SIDEWALK DTL 1 1/2" = 1'-0" 4 COLUMN DETAIL WITH DOWNSPOUT 3" = 1'-0" 7 PARAPET 1 1/2" = 1'-0" 8 STOOP DETIAL. REVISION No. Date Revision 04/12/18 Nick Mishler 04/12/18 Nick Mishler