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HomeMy WebLinkAboutA312 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 A 3 12 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, 2021C4 A312 A5 A312 C5 A313 A5 A313 B4 A312 B4 A312 B1 A502 C3 A313 18'-0" T/ CONC.37'-9" CONCRETE52'-8" CMU HEIGHT7'-0"2'-1 1/8"5/8"15'-9 1/8"9'-1 3/4"6'-9 1/2"24'-7 1/8" MASONRY SILL 30'-4 1/8" MASONRY HEAD 35'-3 1/8" MASONRY SILL 41'-1/8" MASONRY HEAD 45'-11 1/8" MASONRY SILL 51'-8 1/8" MASONRY HEAD 77'-6 7/8" B/ BRICK VENEER 9 1/4"VARIES81'-4" T/ CMU 5'-9"5'-9"5'-9"56'-7 1/8" MASONRY SILL 62'-4 1/8" MASONRY HEAD 70'-10 1/2" T/ BRICK VENEER 5'-9"EIFS CORNICE PROFILE EP17.2 R-13 BATT INSULATION THRU-WALL FLASHING W/ WEEPS AT 24" O.C. TYPICAL THIN BRICK VENEER DECORATIVE RELIEF PANEL EXISTING CONC. STRUCTURE, REF. S- SERIES DWGS. NEW PLAZA PAVERS, INDICATED ON PLAZA PLAN. 2" BLDG. EXPANSION JOINT CIP SHAFT WALL, REF. S- SERIES DRAWINGS CFS FURRING AND 5/8" GYPSUM DOOR THRESHOLD SPANNING EXPANSION JOINT STEEL LINTELS, PAINTED, TYPICAL FOUNDATION WALL, REF. S-SERIES DWGS. WABO USG-18N GUTTER AND FLEX DRAIN THIN BRICK VENEER THIN BRICK VENEER STANDING SEAM MTL. ROOF SIM. WINDOW, FIXED, TYP. AT STAIR STOREFRONT SIM. 2 HOUR FIRE RATED ASSEMBLY - U.L. DESIGN NO. L556. 8" CMU C5 A312 A2 A305 B4 A312 B3 A312 A2 A305 A2 A305 B1 A502 D3 A312 +18'-0" 3rd Floor +28'-8" 4th Floor +39'-4" 5th Floor +50'-0" 6th Floor / Roof 0'-0" TOP OF DECK +2'-3/4" 2nd Floor10'-8"10'-8" FL.-FL.10'-8" FL.-FL.12'-6" T/ LIMESTONE HEAD 77'-6" T/ EIFS VENEER WALL VENT WALL VENT AT TOP OF GABLE BEYOND R-21 HD BATT INSULATION 3/4" EIFS VENEER STEEL BEAM, REF. S- SERIES DWGS. (APPLY 3 HR. SFRM) EXISTING CONC. STRUCTURE, REF. S- SERIES DWGS. NEW PLAZA PAVERS, INDICATED ON PLAZA PLAN. 2" BLDG. EXPANSION JOINT 8" METAL STUD EXTERIOR WALL WITH EXTR GYPSUM SHEATHING 6" METAL STUD EXTERIOR WALL WITH EXTR WOOD SHEATHING WABO USG-18N GUTTER AND FLEX DRAIN EIFS CORNICE BEYOND TRUSSTRUSSTHIN BRICK VENEER STANDING SEAM MTL. ROOF BEYOND STOREFRONT EIFS CONTROL JOINT TRUSSOSB SHEATHING SYSTEM (ZIP) GYPSUM SHEATHING SYSTEM (GLASS MAT) 9 9/16"5/8"8" 11'-5" B/ MTL. STUD FRAMING 11'-1 7/8" B/ LIMESTONE HEAD 1 1/2"X7"D. LIMESTONE STOREFRONT HEAD MTL. STUD FRAMING OSB SHEATHING SYSTEM (ZIP) EIFS VENEER GYPSUM SHEATHING SYSTEM (GLASS MAT) FIRESTOP MATERIAL W/ SAFING EIFS DRIP STAINLESS STL. THRU- WALL FLASHING W/ HEAD WEEPS CONT. BENT PLATE, REF. S-SERIES DWGS. FIRE RETARDENT PLYWOOD WITH CONTINUOUS WOOD BLOCKING STL. CHANNEL, REF. S-SERIES DWGS. INSULATION TO DECK STL. BEAMS AND SUPPORTING COLUMNS, REF. S-SERIES DWGS., APPLY 3 HOUR SFRM STOREFRONT, REF. A605 1 1/2" LIMESTONE VENEER BACKER ROD AND SEALANT 5/8" EXTERIOR SHEATHING OVER 3 5/8" METAL STUD FRAMING PRE. FIN. METAL CAP T14641 5 1/2" GYPSUM SHEATHING SYSTEM (GLASS MAT) 3/4" EIFS VENEER ROOF TRUSS, REF. S- SERIES DWGS. EIFS PROFILE BEYOND, FINISH SIDE FACE OF PROFILE WITH METAL TO MATCH BLOWN IN INSULATION INFILL FRAMING AND INSULATION BETWEEN TRUSSES EIFS CONTROL JOINT PRESERVATIVE TREATED CONTINUOUS 2 x 6 82'-6 7/8" 81'-7 13/16" T/ PROFILE (INCLUDING PLYWOOD)2"2"82'-6 7/8" GYPSUM SHEATHING SYSTEM (GLASS MAT) 3/4" EIFS VENEER BACKER ROD AND SEALANT THIN BRICK VENEER PRE-FINISHED METAL FLASHING, TURNED UP 8" BEHIND VENEER MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. SLOPED PRE-FIN. MTL. CAP, RUN UP BEHIND EIFS TRIM STANDING SEAM MTL. ROOF, AND BEYOND B/ BRICK VENEER GYPSUM SHEATHING SYSTEM (GLASS MAT) SEALANT SEALANT RAKE EDGE PRE-FINISHED MTL. FASCIA WRAP & SOFFIT 2X8 TREATED SUB-FASCIA GALV. ALUM. VENT SCREEN 12" W. x 3" H. OPENINGS IN SHEATHING AT EVERY STUD SPACE FOR ATTIC VENTILATION PRE-FIN. FASCIA WRAPPING TRIM BOARD ABOVE THIN BRICK. FLASH BEHIND THIN BRICK PRIOR TO BRICK INSTALLATION. 2 X 10 BLOCKING FOR BACKUP 1"1 1/2"7/8"5/8"1 1/2"BACKER ROD AND SEALANT SOLID SURFACE SILL & STOOL THIN BRICK VENEER EIFS SILL LIQUID APPLIED VAPOR PERMEABLE AIR BARRIER 5/8" GYPSUM OVER CFS FURRING 1" AIR SPACE 8" CMU 1/4" BACKER ROD AND SEALANT DRIP WINDOW UNIT TREATED BLOCKING 3 1/4"5"11 5/8"WINDOW UNIT BACKER ROD AND SEALANT EIFS HEAD THIN BRICK VENEER LIQUID APPLIED VAPOR PERMEABLE AIR BARRIER 8" CMU METAL FLASHING 5/8" GYPSUM OVER CFS FURRING 1" AIR SPACE 1/4" BACKER ROD AND SEALANT W/ J-MOULD CORNER BEAD TREATED BLOCKING 1 1/2"5/8"7/8"2 1/2"7 5/8" 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. xJ.3 xJxJ.3 xJ 1 3/4"7 5/8"1"3 5/8"1 1/2"1 1/2" 5/8"7/8" LIQUID APPLIED VAPOR PERMEABLE AIR BARRIER CMU WALL, 8", REINFORCED, GROUTED CORES RE: S-SERIES DWGS. 5/8" GYPSUM OVER CFS FURRING 1" AIRSPACE EIFS SILL JOINT W/ BACKER ROD AND SEALANT (MIN. 1/4") WINDOW FRAME W/ NAILING FLANGE 1/4" BACKER ROD AND SEALANT, W/ J MOULD 1 1/4" THIN BRICK VENEER CORNER BEAD STOREFRONT FRAMING MEMBER BEYOND WATERTABLE BEYOND 4"6 1/2"5 3/4" 4" THRESHOLD SET IN ASPHALTIC MASTIC 4" STOOP SLAB SLOPED AT 1/4":1'-0", REF. TO CIVIL INT. FUTURE SLAB ON COMPACTED FILL, REF. A & S- SERIES DRWGS. DRYWALL BEYOND 1/2" EXPANSION JOINT RIBBON SLAB COORDINATE LOCATION OF BREAK W/ THE STOREFRONT TRADE #5 REBAR @ 12" O.C. 1-1/2" RIGID INSULATION 2"X4" TREATED WOOD @ DOOR EXPANSION JOINT ANGLE W/ CONCRETE SLAB EXTRA DEEP THRESHOLD SCALE: 1/4" = 1'-0" D2 Wall Section A312 0 2'4'8'SCALE: 1/4" = 1'-0" D1 Wall Section A312 0 2'4'8'SCALE: 1 1/2"= 1'-0" D3 Section Detail A312 0 6''12''18'' SCALE: 1 1/2"= 1'-0" B3 Section Detail A312 0 6''12''18''SCALE: 1 1/2"= 1'-0" B4 Section Detail A312 0 6''12''18'' SCALE: 1 1/2"= 1'-0" C5 Window Sill Detail - Thin Brick A312 0 6''12''18'' SCALE: 1 1/2"= 1'-0" A5 Window Head Detail - Thin Brick A312 0 6''12''18'' SCALE: 1 1/2"= 1'-0" B5 Window Jamb Detail - Thin Brick A312 0 6''12''18'' SCALE: 3" = 1'-0" D4 Storefront Threshold Detail A312 0 3''6''9'' SCALE: 1 1/2"= 1'-0" C4 Section Detail A312 0 6''12''18''