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A320 Wall Sections
Project: 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 A320 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, 2021D3 A320 B3 A320 B1 A502 A2 A320 B3 A316 +18'-0" 3rd Floor +28'-8" 4th Floor +39'-4" 5th Floor +50'-0" 6th Floor / Roof 1 1/2" 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"5'-2"5'-6"4'-9 1/2"61'-9" T/ STUD VARIESVARIES-8'-9" TOP OF STONE/CMU 5/8"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-FL4" S.O.G.2'-0"EIFS CONTROL JOINT EIFS CONTROL JOINT 3/4" EIFS VENEER 8" METAL STUD EXTERIOR WALL WITH EXTERIOR GYPSUM SHEATHING SYSTEM (GLASS-MAT) CONC. FOUNDATION WALL, REF. S-SERIES DWGS. THRU-WALL FLASHING AT FLOOR LINE W/ WEEPS AT 24" O.C. TYPICAL EIFS CONTROL JOINT STEEL BEAM, REF. S- SERIES DWGS. 4" LIMESTONE VENEER THRU-WALL FLASHING AT FLOOR LINE W/ WEEPS AT 24" O.C. TYPICAL R-21 HD BATT INSULATION EIFS KEYSTONE TRUSSTRUSS12" SEE ENLARGED PLANS AND ELEVATIONS ON SHEET A109C FOR GABLE WORK. CONTINUE SHEATHING FOR FIRE BLOCKING LIMESTONE VENEER B3 A320 B4 A320 5'-6"5'-3 3/4"7 1/4" 1'-11 3/4" 1'-5 3/4" 7 1/4" 55'-6 1/2" T/ PPT FRAMING EIFS CORNICE EP6.5 EIFS CORNICE EP3.1 EIFS CORNICE EP15 STONE WATERTABLE SB2.2, REF. D1/A215 FOR PROFILE EIFS BRACKET EP5 EIFS CONTROL JOINT 3/4" EIFS VENEER 8" METAL STUD EXTERIOR WALL WITH EXTERIOR GYPSUM SHEATHING CONC. FOUNDATION WALL, REF. S-SERIES DWGS. THRU-WALL FLASHING AT FLOOR LINE W/ WEEPS AT 24" O.C. TYPICAL EIFS CONTROL JOINT STEEL BEAM, REF. S- SERIES DWGS. THRU-WALL FLASHING AT FLOOR LINE W/ WEEPS AT 24" O.C. TYPICAL R-21 HD BATT INSULATION SPRAY INSULATION UNDER SLAB 1'-11 3/4"1'-5 3/4" 5 1/4"2"2"5 1/4" -8'-9" T/ STONE T/ CMU 4" LIMESTONE VENEER 8" CMU WITH RE-BAR AND GROUTED SOLID YORK THRU-WALL COPPER FLASHING W/ FELT BACKING, TUBE WEEPS AT 24" O.C. CONCRETE WALK (SEE CIVIL) SEALANT AND EXPANSION JOINT 8" CMU LEDGE GROUTED FULL STEEL COLUMN WITH 3-HOUR SFRM (REF. S- SERIES DWGS.) STAINLESS STEEL LIMESTONE ANCHOR 5/8" GYPSUM SHEATHING SYSTEM (GLASS-MAT) 6" CFS STUD, 16" OC MIN. , PER DELEGATED DESIGN EPOXY RE-BAR PER S-SERIES DRAWINGS DAMPROOFING 5 7/8" 4" 3 5/8"1'-3 1/2"1'-11 3/4"1'-5 3/4"6 1/2" 2'-1 1/2" SLOPED PRE-FINISHED MTL. COPING WITH DRIP EDGE. (RETURN UP WALL BEHIND METAL FLASHING) T/ WOOD SHEATHING OF CORNICE METAL CHANNELS FOR PLYWOOD ANCHORAGE BY EIFS MFR. CONT. BENT PLATE, (REF. S-SERIES DWGS.) 3/4" FIRE RETARDANT PLYWOOD YORK THRU-WALL COPPER FLASHING W/ FELT BACKING AND HEAD WEEPS AT 24" O.C. STAINLESS STEEL LIMESTONE ANCHOR 3/4" SEALANT AND BACKING ROD 3/4" SEALANT AND BACKING ROD 3/4" EIFS SOFFIT 1" DEFLECTION JOINT WITH DEEP LEG TRACK DRIP SPRAY INSULATION UNDER SLABAT DRIVE THROUGH 3/4" SEALANT AND BACKING ROD CMU 6" CFS STUD, 16" O.C. 5/8" GYPSUM SHEATHING SYSTEM (GLASS-MAT) -3'-2 1/2" B/ SOFFIT 8 5/8" GYPSUM SHEATHING SYSTEM (GLASS MATT) BRICK VENEER EIFS CORNICE EP3.1 PRE-FINISHED METAL FLASHING SLOPED PRE-FINISHED MTL. COPING WITH DRIP EDGE. (RETURN UP WALL BEHIND METAL FLASHING) METAL CHANNELS FOR PLYWOOD ANCHORAGE BY EIFS MFR. CONT. BENT PLATE, REF. S- SERIES DWGS. 3/4" FIRE RETARDANT PLYWOOD YORK THRU-WALL COPPER FLASHING W/ FELT BACKING AND HEAD WEEPS AT 24" O.C. METAL COPING DRIP SPRAY INSULATION UNDER SLAB, EXTEND BEYOND BOUNDARIES 3 FT. CMU xF.9 xGF.10 xF.9 F.10 xG 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. 17'-9 9/16" T/ PROFILE INC. PLYWOOD 2"EIFS CORNICE PROFILE EP6.5 GYPSUM SHEATHING SYSTEM (GLASS MATT) BACKER ROD AND SEALANT CFS FRAMING CONC. SLAB REF S- SERIES DRWGS. 3/4" EIFS VENEER PRE-FINISHED MTL. PAN, 1/8" THICK OVER PRESERVATIVE TREATED WOOD SHEATHING. SLOPE TO PORCH MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. SLOPED PRE-FINISHED MTL. COPING, RETURN UP WALL BEHIND MTL. FLASHING CONT. BENT PLATE, REF. S-SERIES DWGS. STL. BEAMS, REF. S-SERIES DWGS., APPLY 3 HR. SFRM GYPSUM SHETHING SYSTEM (GLAS-MATT) TURN UP METAL PAN, MIN. 8" STL. OUTRIGGER, INSTALL LEVEL AND STRAIGHT, REF. S-SERIES DWGS. FIRE RETARDENT 2 X 6 BLOCKING RAKE EDGE STANDING SEAM MTL. ROOF 1X4 TREATED SUB-FASCIA SEALANT 3/4" EIFS VENEER CFS FRAMING, 16" O.C. 5/8" GYPSUM SHEATHING SYSTEM (GLASS-MAT) LT. GA. MTL. TRUSSES SCALE: 1/4" = 1'-0" D1 Wall Section A320 0 2'4'8'SCALE: 1/4" = 1'-0" D2 Wall Section A320 0 2'4'8'SCALE: 1 1/2"= 1'-0" D3 Section Detail A320 0 6''12''18'' SCALE: 1 1/2"= 1'-0" B3 Section Detail A320 0 6''12''18'' SCALE: 1 1/2"= 1'-0" D4 Section Detail A320 0 6''12''18'' SCALE: 1 1/2"= 1'-0" B4 Section Detail A320 0 6''12''18'' SCALE: 1 1/2"= 1'-0" A2 Section Detail A320 0 6''12''18''