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HomeMy WebLinkAbout17A B C D PREFINISHED METAL COPING ON E.I.F.S. CROWN - SEE D2 A401 TOP OF C.M.U. ELEV. = 116'-0" _ JOISTS BEARING ELEV. 113'-4" C.M.U. BOND BEAM E.I.F.S. "V" GROOVE---_ CONTR L JOINT 1-1/2' E.I.F.S.— 0 I C.M.U. 13OND BEAM INSULAE NEW C.M.U. EXTERI R WALLS C.M.U. BOND BEAM WHITE ADHERED MEMBRANE FLASHING WHITE ADHERED MEM BANE ROOFING OVER MINIM M R-20 RIGID INSULATI N JOIST$ BEARING ELEV. I = 113'-4" 0 C.M.U. PILASTER BEYOND 8" C.M.U. - SEE STRUCTURAL FOR MORE REQUIREMENTS TYPICAL C.M.U. WALL REINFORCING: #5 BARS VERTICAL AT 32" O.C. - LAP ENDS MINIMUM 40 DIAMETERS DUR-O-WALL AT 16" O.C. HORIZONTAL (4) #5 BARS VERTICAL IN EACH 16" SQUARE PILASTER GROUT ALL REINFORCED CORES SOLID (2) #5 BARS CONTINUOUS IN ALL BOND BEAMS EXISTING INTERMEDIATE F.F. ELEV. = 98'-8" ADDITIO F.F. I V REFER STRUCTURAL �RAWINGS ELEV. 97'-0" I R-15 RIGID ASULATI N I 8" C.M.U. - GROUT CORES TOP OF FOOTING I SOLID BELOW F.F. ELEV. = 94'-8" REINFORCING NOT SHOWN - - REFER STRUCTURAL DRAWINGS d D6 WALL SECTION �01 SCALE: 3/4" = 1'-0" I 3 PREFINISHED METAL COPING 6" TOP OF C.M.U. O — PREFINISHED METAL - -� COPING ON E.I.F.S. 00 CROWN - SEE D2 A401 1 1/2" 3" TOP OF C.M.U. �_ C.M.U. BOND BEAM ELEV. = 116'-0 1 1/2"� SLOPE E.I.F.S. TOP, o WHITE ADHERED MEMBRANE PREFINISHED METAL COPING FLASHING - EXTEND OVER PARAPET WITH INTEGRAL EXPANSION JOINT WHITE ADHERED MEMBRANE OVER MINIMU TREATED WOOD BLOCKING HEIGHT TOP OF R-OONRIG D INSULATION 3/4" AS REQUIRED EXISTING FASCIA -�j 12" C.M U. - SEE STRUCTURAL FOR MORE R QUIREMENTS 1-1 /2" E. . F. S. VER 1 /2" -- :;: ..........................................................._............. 1-1 2" E.1.F.S. ... �. :.::::::.............................................................................................................................................. / DENSGLASS GOL SHEATHING o o SAFING TO :MATCH WALL �.......` � 1� FIRE RATING - - -= INSULAT NEW C.M.U. INSULATE NEW C M.U. EXTERIOF WALLS EXTERIOR WALLS C.M.U. BOLD: BEAM WELD VERTICAL REINFOR ING TO TOP OF BEAMS REFER STRUCTURAL DRAWINGS d ROUTE 3" PERFORATED DRAIN ALONG THIS WALL AND OUT WEST END I I I TOP OF FOOTING ELEV. = 94'-8' d d O d ° d d Q d. D5 WALL SECTION �01 SCALE: 3/4" 0 6" 16 GAGE GA ANIZ D -- 8910 PURDUE ROAD, SUITE 680 STEEL STUDS AT ADDITION EXISTING O.C. © Copyright 2010 ANCHORED TO C DRIP �1ST5R . G A WELD VERTICAL EINF RCING 0'. STATE OF TO TOP OF BEANS O �FR�>ef�llllttPRG� .! , STEEL PLATE ON B TTOM OF Drawn By Checked By " BEAM PER STRUCT RAL DRAWINGS Date 06-25-10 Revisions: INSTALL 2x4x1/8 CALVANIZED 8" C.M.U. -SEE STRUCTURAL ....... STEEL ANGLE CORNER AT ALL OVERHEAD GUARDS )OOR JAMBS o 00 service for use solely with respect to this FOR MORE REQUIREMENTS AFTER E.I.F.S. AND ANCHOR WITH written permission and due compensation to DRIP -= COUNTERSUNK WEDGE ANCHORS the project in terms of architectural design concept, the dimensions of building, the major C.M.U. PILASTER BEYOND AT 16" O.C. INTO AT FACE OF BUILDI M.U. (2" LEG G) indicate or describe all work required for full performance and completion of the require— 5" BRICK C.M.U. BOND BEAM ADDITION rXISTING C.M.U. J OVERHE MB BEYOND D DOOR 0 VENEER BEYO D L � �n zz DOOR TF ACK BEYOND 0 FACE OF C.M.U. BEYO INSULATE THIS C.M.U. WALL --------- I }� 0 C DUE TO UNCONDITIONED - G0 ♦^ U n. CORRIDOR o i ND o REFER STRUCTURAL DRAWINGS d ROUTE 3" PERFORATED DRAIN ALONG THIS WALL AND OUT WEST END I I I TOP OF FOOTING ELEV. = 94'-8' d d O d ° d d Q d. D5 WALL SECTION �01 SCALE: 3/4" 0 6" 16 GAGE GA ANIZ D -- 8910 PURDUE ROAD, SUITE 680 STEEL STUDS AT 16" O.C. © Copyright 2010 ANCHORED TO C M.U. �1ST5R . G A WELD VERTICAL EINF RCING 0'. STATE OF TO TOP OF BEANS \ �FR�>ef�llllttPRG� Certifi d By Drawn By Checked By CAD JWB Date 06-25-10 Revisions: 3/4" The Drawings, Specifications, and other documents prepared by the Architect for this 00 service for use solely with respect to this Project and shall not be used on other projects or additions to this Project without written permission and due compensation to DRIP Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of building, the major architectural elements and, in some cases, the structural, mechanical, and/or electrical systems. The Drawings do not necessarily indicate or describe all work required for full performance and completion of the require— 5" BRICK the general scope indicated or described, the trade contractors shall furnish all items o VENEER BEYO D L � �n o m I FACE OF C.M.U. BEYO D- ­— -FACE I }� 0 C U C0 G0 ♦^ U n. FACE BRICK BEY ND LOW -E TINTED INSILI ED r GLAZING IN CLEAR AN DIZED ALUMINUM STOREFRONT 0 o 0 8" TALL LIMESTONE B YOND (PROJECT OUT 1/2") 1 I I 0 I I 0 N O I I 2 -LAYERS 3/4" EXTERIOR PLYWOOD WITH STAGGERED JOINTS EASE EDGE PREFINISHED METAL COPING AS REQUIRED HEIGHT TOP OF E.I.F.S. CROWN EXISTING PARAPET -�-- EXISTING PARAPET 1/2" FIRE -RETARDANT -TREATED AS REQUIRED PLYWOOD OVER EXISTING AS REQUIRED PILASTER BEYOND FOLLOWING METAL FASCIA REMOVAL WHITE ADHERED MEMBRANE FLASHING -EXTEND OVER PARAPET ",__,,, WHITE ADHERED MEMBRANE :_: : WHITE ADHERED MEMBRANE FLASHING ROOFING OVER MINIMUM R-20 RIGID INSULATION P7 4 X 4 X 1/4 CONTIN OUS STEEL ANGLE WITH 5" X 3/2 EP XY ANCHORS AT 16" O.C. 4 X 4 X 1/4 X 16" LONG STEEL ANGLE WITH (2) 5" X 3/4" EPDXY ANCHORS AT ENDS OF BRID INC 5/8" GYPSUM BOARD ON 6" 25 GAGE ' STEEL STUDS AT 16" O.C. DRYWALL ' SPANDREL ANCHOR TO C.M.U. 0 N `6" BATT INSULATION WITH - VAPOR RETARDER 5/8" GYPSUM BOARD 8" C.M.U. LASTER BEYOND ADDITION F.F. REFER STRUCTURAL DRAWINGS REFER STRUCTURAL DRAWIN S ADDITIO F.F. I ELEV. = 97'-0" ELEV. = 97' 0" a. ° d d 4 4\ da _........ ° d SEE SITE a ......... DRAWINGSI 1 R-15 RIGID INSULATION FACE OF C.M.U. BEYOND II I R-15 RIGID INSULATION I I I I 12" C.M.U. - GROUT CORES 8" C.M.U. - GROUT CORES .................... SOLID BELOW F.F. SOLID BELOW F.F. TOP OF FOOTING TOP OF FOOTING ELEV. = 94'-8" ELEV. = 94'-8" _ _ _ _ REINFORCING NOT SHOWN - REINFORCING NOT SHOWN - - - - - - - - REFER STRUCTURAL DRAWINGS d REFER STRUCTURAL DRAWINGS ° d d ° d ° d ° ° d ° d .d da n ° d, d° dd D3 WALL SECTION A401 SCALE: 3/4" = 1'-0" rD 2 WALL SECTION D1 WALL SECTION �01 SCALE: 3/4" = 1'-0" �01 SCALE: 3/4" = 1'-0" 4 3 2 A B C D Sheet No. A401 Project No. 10004 BYRUM ARCHITECTS 8910 PURDUE ROAD, SUITE 680 INDIANAPOLIS, INDIANA46268 317.471.1200 FAX.317.471-1224 © Copyright 2010 S L E Y e yon �1ST5R . G A _\ * 910060 */ 0'. STATE OF 0 \ �FR�>ef�llllttPRG� Certifi d By Drawn By Checked By CAD JWB Date 06-25-10 Revisions: Use of Documents The Drawings, Specifications, and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project and shall not be used on other projects or additions to this Project without written permission and due compensation to the Architect. Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of building, the major architectural elements and, in some cases, the structural, mechanical, and/or electrical systems. The Drawings do not necessarily indicate or describe all work required for full performance and completion of the require— ments of the Contract. an the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Sheet No. A401 Project No. 10004 d" T*V �W TBW Corporation 3841 W. Morris St. Indianapolis, Indiana 46241 co v) 0 a� F- U U (L ca Cn W L— U CUCUo U0-0 c —1 00 Ca - Qo L 0 06� 015 L � �n o m C V E U� o }� 0 C U C0 G0 ♦^ U n. r Sheet No. A401 Project No. 10004