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HomeMy WebLinkAboutA321 Wall SectionsProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC Wall Sections THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2020 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11/26/2019 A321 Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 02 03 7/14/20 5/10/21 5/26/21 Steel Release Steel Release #2 BID PHASE II Addendum #1- STEEL RELEASE #2 PHASE II STEEL RELEASE - BID PHASE II ADM-STL #1 20 21 1 1 2 2 3 3 4 4 5 5 A B C D A B C D BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 2021C3 A321 B3 A321 +18'-0" 3rd Floor +28'-8" 4th Floor +39'-4" 5th Floor +50'-0" 6th Floor / Roof 1 1/8" GYP.8'-10 1/2" FIN.1 1/8"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"6 1/4"4" S.O.G.1'-8"5'-7" R.O.1'-7 1/2"1"5'-5 1/2" W.1/2"55'-4 7/16" T/ PLATE 13'-10" T/ BRICK -14'-2" B/ BRICK 6 5/8"8"8"9'-1 1/8" STUD1'-6"3/4"9'-1 1/8" STUD1'-6"3/4"9'-1 1/8" STUD15'-11 1/4" FL-FL10'-8" FL-FL10'-8" FL-FL10'-8" FL-FL+2'-3/4" 2nd Floor (SEE PLAN) 1st Floor2'-0"EIFS CORNICE PROFILE EP15 EIFS CORNICE PROFILE EP9.2 DOOR ASSEMBLY STONE WATERTABLE SB3.2 BEYOND 3/4" EIFS VENEER EIFS CONTROL JOINT EIFS HEAD AND KEYSTONE THRU-WALL FLASHING AT FLOOR LINE W/ WEEPS AT 24" O.C. TYPICAL 3/4" EIFS VENEER 8" METAL STUD EXTERIOR WALL WITH EXTR GYPSUM SHEATHING CONC. FOUNDATION WALL, REF. S-SERIES DWGS. THRU-WALL FLASHING AT FLOOR LINE W/ WEEPS AT 24" O.C. TYPICAL BRICK VENEER EIFS CONTROL JOINT STEEL BEAM, REFERENCE S-SERIES DWGS. BRICK VENEER S.S. THRU-WALL FLASHING W/ WEEPS AT 24" O.C. TYPICAL DECORATIVE STONE RELIEF PANEL E12, BEYOND REF. 3/A202 TRUSSTRUSSTYP. WINDOWWPT CFS BOX HEADER CFS BOX HEADER 17'-10 3/8" 13'-10" BRICK VENEER SLOPED PRE-FINISHED MTL. COPING, RETURN UP WALL BEHIND MTL. FLASHING 8" MIN. EIFS CORNICE EP9, REF. C1/A216 5/8" GYPSUM SHEATHING SYSTEM (GLASS MAT) BACKER ROD AND SEALANT OSB SHEATHING SYSTEM (ZIP) T/ SECOND FLR. STRUCT. SLAB STL. OUTRIGGER, REF. S-SERIES DWGS. MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. STL. BEAMS AND SUPPORTING COLUMNS, REF. S- SERIES DWGS., APPLY 3 HOUR SFRM CONT. BENT PLATE, REF. S-SERIES DWGS. EIFS ORNAMENTAL RELIEF EP10, REF. B1/A217 PREFIN. MTL. COPING W/ DRIP EDGE 3/4" FIRE RETARDANT PLYWOOD T/ BRICK VENEER 2 X FIRE RETARDENT BLOCKING 6 11/16"8" 5 3/4"6 1/2"4"8"2" MIN. 3/4" MIN. CIP CONCRETE WALL, REF. TO STRUCTURAL BACKER ROD AND SEALANT ALONG BOTH SIDES OF S.F. SILL STOREFRONT ASSEMBLY W/ EXTENDED NOSING STOREFRONT FRAMING MEMBER BEYOND FOUNDATION WALL, REF. STRUCTURAL WATERTABLE BEYOND DRYWALL BEYOND SLAB ON COMPACTED FILL 1/2" EXPANSION JOINT STONE BASE, PROFILE SB6, REF. A214 MINERAL WOOL INSULATION SILL SEALANT FOR WATERPROOF BARRIER SIDEWALK PAVERS, REF. C-SERIES DWGS. NEED 3/4" AIRSPACE NO METAL CRAZING 3/4" PLYWOOD, PRE-APPLY MOSITURE MEMBRANE TO PANEL PRIOR TO INSTALLATION RIGID INSULATION CONC. BASE AS REQUIRED METAL FLASHING W/ HEAD WEEPS 6 1/2"3" BACKER ROD AND SEALANT BACKER ROD AND SEALANT CORNER BEAD MOLD R.O.= M.O. at HEAD CONDITION (SEE ELEVATIONS) E14653 X 6" LONGAT ANCHOR POINTS T14641 STOREFRONT ASSEMBLY YORK THRU-WALL COPPER FLASHING W/ FELT BACKING, HEADS WEEPS @ 24" O.C. JAMB J-MOLD PAINT PRIOR TO STOREFRONT INSTALLATION COMPLETE ALUMINUM EXTENDED BACKSIDE LIMESTONE HEAD GYPSUM SHEATHING SYSTEM PAINTED GALV. STL. LINTEL, REF. S-SERIES DWGS. CFS BOX HEADER, PROVIDE ROCK WOOL INSULATION BATT INSULATION xF.9 xGF.10 NOTES: 1. PROVIDE MINERAL WOOL INSULATION (ROCKWOOL) INSIDE CFS BOX HEADERS AND CRIPPLE STUD CAVITIES SO ENTIRE WALL IS INSULATED. 2. PAINT ALL EXPOSED STEEL LINTELS WITH COLOR SPECIFIED BY ARCHITECT. 3. PROVIDE STAINLESS STEEL LINTELS WHERE SUPPORTING LIMESTONE. 4. FOR EIFS CORNICE PROFILES, SEE SHEETS A215 AND A217. 5. ALL STEEL AND ALUMINUM ON BALCONIES IS PAINTED W/ TNEMEC SYSTEM. 6. INSULATE THE CAVITIES IN STOREFRONT SYSTEMS BETWEEN FRAMES. SPRAY FOAM SHIM SPACES FOR AIR TIGHT SEALS. 7. REFER TO EIFS DETAILS FOR TYPICAL EIFS REQUIREMENTS AND OTHER REQUIREMENTS IMPLIED WHEN ADJOINING OTHER SYSTEMS. 8. WOOD BLOCKING AND PLYWOOD ARE FIRE RETARDANT TREATED FOR FIRST AND SECOND FLOORS, INCLUDING THE WOOD AT ROOF, COPING AND PARAPET DETAILS AT THOSE FLOORS. AREAS ABOVE THE TYPE I CONSTRUCTION AND PART OF THE TYPE V CONSTRUCTION ARE NOT REQUIRED TO BE FIRE RETARDANT. 9. USE PRESERVATIVE TREATED EXTERIOR PLYWOOD SHEATHING AT ROOF SIDE OF PARAPETS AND WOOD WALL PANELS AT ROOF WALLS, PORCH WALLS OR CANOPY AREAS. A4 A321 A4 A321 A4 A321 D5 A310 C5 A310 C5 A310 B3 A321 D4 A312 +18'-0" 3rd Floor +28'-8" 4th Floor +39'-4" 5th Floor +50'-0" 6th Floor / Roof2'-0"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"+2'-3/4" 2nd Floor1 1/2" GYP.8'-10 1/2" FIN.1 1/8"6 1/4"6'-9" R.O.2'-1 1/2"6'-8"1"16'-0 3/4"15'-11 1/4" FL-FL10'-8" FL-FL10'-8" FL-FL4" S.O.G.2'-3/4" T/ SLAB (SEE PLAN) 1st Floor8"9'-1 1/8" STUD1'-6"3/4"9'-1 1/8"1'-6"3/4"9'-1 1/8" STUD6'-9" R.O.2'-1 1/2"6'-8"1"8'-10 1/2"55'-4 3/8" T/ PARAPET WALL -14' T/ SLAB 13'-10" T/ BRICK EIFS CORNICE EP15 EIFS CORNICE EP9.1 AT BALCONY EIFS CORNICE EP9.2 BEYOND BALCONY STONE WATERTABLE SB3.2 BEYOND 3/4" EIFS VENEER BRICK VENEER R-21 HD BATT INSULATION 8" METAL STUD EXTERIOR WALL WITH EXTR GYPSUM SHEATHING BALCONY RAIL PANEL STEEL BALCONY, REF. S- SERIES DWGS. FOR STRUCT. STEEL. REF. SHT. A504 BALCONY B# FOR PLANS STEEL BEAM, REF. S-SERIES DWGS. PATIO DOOR, REF. SHT. A601 FOR SCHEDULE 3/4" EIFS VENEER STOREFRONT LIMESTONE HEAD AND KEYSTONE 8" METAL STUD EXTERIOR WALL WITH EXTR GYPSUM SHEATHING DOOR ASSEMBLY CFS BOX HEADER CFS BOX HEADER DECORATIVE RELIEF PANEL STEEL BEAM, REF. S-SERIES DWGS.TRUSSTRUSS 3/4" EIFS CONTROL JOINT 8"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"55'-6 1/2"2'-0"50'-9 3/8" EIFS CORNICE PROFILE EP15 EIFS ORNAMENTAL RELIEF EP10 BACKER ROD AND SEALANT PREFIN. MTL. COPING W/ DRIP EDGE 2x FIRE RETARDANT TOP PLATES MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. POLYVINYL-CHLORIDE (PVC) ROOF FLASHING, EXTEND UP AND OVER 3/4" PLYWOOD CAP T/ PARAPET WALL T/ EIFS VENEER POLYVINYL CHLORIDE (PVC) ROOFING OVER 5/8" GYPSUM RECOVERY BD., OVER INSUL. OVER 5/8" DENSGLAS SHEATHING, OVER VAPOR BARRIER TREATED AND FIRE RETARDANT PLYWOOD SHEATHING MINERAL WOOL INSULATION GYPSUM SHEATHING SYSTEM4 5/8"EIFS HEAD & KEYSTONE PATIO DOOR, REF. SHT. A601 FOR SCHEDULE 3/4" EIFS VENEER BACKER ROD & SEALANT 6'-10 1/4" R.O. BACKER ROD & SEALANT GYPSUM SHEATHING SYSTEM xF.9 xGF.10 SCALE: 1/4" = 1'-0" D1 Wall Section A321 0 2'4'8' SCALE: 1 1/2"= 1'-0" C3 Section Detail A321 0 6''12''18'' SCALE: 3" = 1'-0" D4 Enlarged Storefront Sill Detail A321 0 3''6''9'' SCALE: 3" = 1'-0" A5 Enlarged Storefront Head Detail - Brick A321 0 3''6''9'' SCALE: 1/4" = 1'-0" D2 Wall Section A321 0 2'4'8' SCALE: 1 1/2"= 1'-0" B3 Enlarged Wall Section A321 0 6''12''18'' SCALE: 1 1/2"= 1'-0" A4 Patio Door Head Detail - EIFS A321 0 6''12''18''