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HomeMy WebLinkAboutA309 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 A309 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 A309 A5 A303 D5 A305 C5 A303 A5 A303 C5 A303 A5 A303 C5 A303 +18'-0" 3rd Floor +28'-8" 4th Floor +39'-4" 5th Floor +50'-0" 6th Floor / Roof B2 A306 49'-10 1/2"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"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"1'-8"5'-7" R.O.1'-7 1/2"1"5'-5 1/2" W.1/2"VARIES±2'-8"DEPTH ATFACEVARIES55'-6 1/2" T/ PPT. WALL 9'-1 5/8"9 1/2" 0'-0" TOP OF DECK 8"9'-1 1/8" STUD1'-6"3/4"9'-1 1/8"1'-6"3/4"9'-1 1/8" STUD15'-11 1/4" FL-FL10'-8" FL-FL10'-8" FL-FL7'-2 3/4"2'-0"EIFS CORNICE EP18.1 / A213 EIFS CORNICE EP7 / A213 WABO USG-24N GUTTER FLEX W/ DRAIN R-21 BATT INSULATION 2" BLDG. EXPANSION JOINT EXISTING CONC. STRUCTURE, REF. S- SERIES DWGS. BRICK VENEER BRICK VENEER WINDOW - SINGLE HUNG, TYPICAL LIMESTONE HEAD AND KEYSTONE LIMESTONE SILL NEW PLAZA PAVERS, INDICATED ON PLAZA PLAN STOREFRONT, REF. SHT. A605 LIMESTONE VENEER AND WATERTABLE BEYOND T/ BRICK VENEER TRUSSTRUSSW.P. SPRAY INSULATION UNDER SLAB, EXTEND BEYOND BOUNDARIES 3 FT. T14641 D4 A309 B5 A305 B4 A309 B4 A309 B2 A306 D5 A305 +18'-0" 3rd Floor +28'-8" 4th Floor +39'-4" 5th Floor +50'-0" 6th Floor / Roof 16'-2" T/ BRICK VENEER 1 1/2" GYP.8'-10 1/2" FIN.1 1/8"VARIES4'-8 5/8"1 1/2" GYP.8'-10 1/2" FIN.1 1/8"0'-0" TOP OF DECK 1 1/2" GYP.8'-10 1/2" FIN.1 1/8"6 1/4"7'-3 1/8" STUD2'-8 1/8"9'-1 7/8"55'-6 1/2" T/ PARAPET PLATE 49'-10 1/2" T/ BRICK VENEER 17'-10 1/2" T/ CONC. SLAB 2'-6"2'-3/4" 2nd Floor15'-11 1/4" FL-FL10'-8" FL-FL10'-8" FL-FL8"9'-1 1/8" STUD1'-6"3/4"9'-1 1/8" STUD1'-6"3/4"9'-1 1/8" STUD3 1/2"6"(SEE PLAN) 1st Floor Ramp2'-0"EIFS CORNICE EP18.1 EIFS CORNICE EP2 WABO USG-24N GUTTER FLEX W/ DRAIN R-21 BATT INSULATION 2" BLDG. EXPANSION JOINT EXISTING CONC. STRUCTURE, REF. S- SERIES DWGS. BRICK VENEER BRICK VENEER NEW PLAZA PAVERS, INDICATED ON PLAZA PLAN REF. STRUCT. DWGS. FOR STRUCT. EMBED DETAILS AT FLOOR STRUCT. LIMESTONE HEAD STOREFRONT, REF. SHT. A605 BRICK VENEER STEEL BEAM REF. S-SERIES DWGS. CFS BOX HEADER TRUSSTRUSSW.P. ±2 0 :1 S L OPE STEEL BALCONY, REF. S- SERIES DWGS. FOR STRUCT. STEEL. REF. SHT. A504 BALCONY B7 FOR PLANS SPRAY INSULATION UNDER SLAB, EXTEND BEYOND BOUNDARIES 3 FT. 8" 5 1/2" 16'-1 5/8" T/ BRICK VENEER 11'-2" B/ BRICK VENEER HEAD1 1/2"1'-1 1/8"PAINTED STEEL ANGLE, REF. S-SERIES DWGS. STEEL CHANNEL WITH 3-HR SFRM, REF. S-SERIES DWGS. PRE-FINISHED METAL CAP FLASHING OVER YORK THRU-WALL COPPER FLASHING W/ FELT BACKING, HEAD WEEP AT 24" O.C. BACKER ROD AND SEALANT STEEL BEAMS AND COLUMNS WITH 3-HR. SFRM, REF. S-SERIES DWGS. DRIP IN EIFS 5/8" EXTERIOR GRADE, FIRE- RETARDANT PLYWOOD ON CF METAL STUDS. ALIGN OUTSIDE FACE WITH BRICK VENEER EIFS CORNICE, EP7 / A213 BRICK VENEER. T14641 WEEPS AT AT HEAD JOINTS AT 24" O.C. 3'-10 3/8" 17'-10 1/2" 14'-9 5/8"3 1/4"3/4"2'-6 3/4"3/4"7 3/4"16'-4 1/8" B/ MTL. FRAMING EIFS CORNICE EP2, OCCURS AT EAST SIDE CANTILEVERED BALCONY ONLY BRICK VENEER SLOPED PRE-FINISHED MTL. COPING, RETURN UP WALL BEHIND MTL. FLASHING BACKER ROD AND SEALANT PRE-FINISHED METAL CAP FLASHING OVER YORK THRU- WALL COPPER FLASHING W/ FELT BACKING COMPOSITE SLAB, REF. S- SERIES DWGS. STL. BEAMS AND SUPPORTING COLUMNS WITH 3 HOUR SFRM, REF. S-SERIES DWGS. CONT. BENT PLATE, REF. S-SERIES DWGS. 1 1/2" x 1 1/2" METAL POST TYP. 1 1/2" x 1 1/2" METAL TOP RAIL, TYP.2 1/2" x 2 1/2" x 1/2" METAL TOP PLATE, TYP. KING ARCHITECTURAL METALS - #44-40-F FLAT STL. RING, 3 15/16" O.D. 3/4" x 3/4" MTL. RAIL, TYP. 2" X 2" MTL. CORNER POST, TYP. BEYOND 1" x 1" MTL. POST, TYP. 1/2" SQUARE MTL. PICKETS, TYP. 3/4" x 3/4" MTL. RAIL, TYP. 1" TREX DECKING MISC. STEEL FRAMING BY BALCONY RAILING SYSTEM STEEL CHANNEL BY BALCONY RAILING SYSTEM 3" x 4" STL. TUBE - FLAT, REF. S-SERIES DWGS. THIRD FLOOR T/ BRICK VENEER METAL FLASHING EIFS CORNICE BEYOND STL. CHANNEL, REF. S-SERIES DWGS. NOTE: PAINT ALL STEEL AND ALUMINUM OF BALCONY WITH TNEMEC SYSTEM. DRIP IN EIFS GYPSUM SHEATHING SYSTEM OVER MTL. STUD FRAMING GYPSUM SHEATHING SYSTEM (GLASS MAT) STEEL CHANNEL BEYOND BY BALCONY RAILING SYSTEM WEEPS AT HEAD JOINTS AT 24" O.C. MOISTURE / AIR BARRIER JOINT 3'-10 3/8" 4'-5 7/8" 1" 6 5/8"6" SHIM PLATE (SEE STRUCTURAL) 6" SDS FASTENERS (SEE STRUCTURAL) 4"x3" STEEL TUBE (SEE STRUCTURAL) 18" STL. TRUSS (SEE STRUCTURAL) xJ NOTE: SEE D4/A309 FOR ADDITIONAL NOTES AND DIMENSIONS PRE-FINISHED METAL CAP FLASHING OVER YORK THRU- WALL COPPER FLASHING W/ FELT BACKING STEEL CHANNEL BEYOND BY BALCONY RAILING SYSTEM WEEPS AT AT HEAD JOINTS AT 24" O.C. 4"x3" STEEL TUBE (SEE STRUCTURAL) 1" SEALANT AND BACKING ROD AROUND TUBE COMPRESSIBLE RUBBER COLLAR AROUND TUBE PEEL AND STICK, SELF- SEALING BOOT AROUND INSULATION COLLAR AROUND STEEL TUBE STRUCTURAL BLOCKING UNDER TUBE (SEE STRUCTURAL) MINERAL WOOL INSULATION 3 SIDES SEALANT AND BACKING ROD 4 SIDES MINERAL WOOL INSUL. OUT 2' BEYOND FACE OF BRICK WARM HOLE IN STEEL FOR SPRAY PORT 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. SCALE: 1/4" = 1'-0" D1 Wall Section A309 0 2'4'8'SCALE: 1/4" = 1'-0" D2 Wall Section A309 0 2'4'8'SCALE: 1 1/2"= 1'-0" D3 Section Detail A309 0 6''12''18''SCALE: 1 1/2"= 1'-0" D4 Section Detail A309 0 6''12''18'' SCALE: 1 1/2"= 1'-0" B4 Section Detail A309 0 6''12''18''