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HomeMy WebLinkAboutA306 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 DateWINDSOR BUILDINGCarmel, IN 46032800 West Monon Green BlvdPEDCOR DESIGN GROUP LLC A306 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. © COPY RIGHT 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS #### LGA #### SCALE: NTS PLAN NORTH KEY PLAN Bldg I Revision ID Issue Date Issue Name 01 7/15/21 BP-1 1 1 2 2 3 3 4 4 5 5 A B C D A B C D BIMcloud: pedcordesign - BIMcloud as a Service/Windsor - Building I/Building I WindsorB3 A306 C2 A306 A2 A306 A3 A306 B2 A306 C4 A306 A4 A306 A4 A311 B4 A306 ±0" 1 1st Floor +17'-0" 2 2nd Floor +27'-9 1/2" 3 3rd Floor +38'-5 1/2" 4 4th Floor +49'-0" 5 Roof +61'-0" 6 Roof 48'-9 1/2" 38'-5 1/2" 24'-2 3/4"16'-0"1'-0"9'-1 1/4"1'-6"2 1/4"8'-11 3/4"1'-6"2 1/4"8'-11 3/4"17'-0"10'-9 1/2"10'-8"24'-2 3/4"6'-1"8"19'-2"1 3/16"12'-6"4'-0 3/4" 6'-7 3/4" 28'-5 1/2"10'-0"10'-4"REF. STRUCT. DWGS. FOR STRUCT. EMBED DETAILS AT FLOOR STRUCT. EIFS VENEER 4" CMU BACK-UP CAST STONE WATERTABLE EIFS STOREFRONT HEAD BEYOND BRICK VENEER EIFS CORNICE 4, REF. 1/A504 CAST STONE WINDOW SURROUND BEYOND CAST STONE BAND R-21 HD BATT INSULATION YORK THRU-WALL COPPER FLASHING W/ CORRUGATED HEAD WEEPS AT 24" O.C. AT FLOOR LINE EIFS WINDOW HEAD BEYOND EIFS CORNICE 3, REF. 1/A504 CAST STONE COLUMN WATERTABLE CAST STONE CAP CAST STONE VENEER FIBERGLASS REINFORCED PLASTIC COLUMN (FRP), SIMILAR TO HB&G TAPERED COLUMN, 24" BASE DIA.,2 HALVES W/ TUSCAN BASE & CAP FLASHING CAP, 19'-2" HGT. (PAINTED) EIFS VENEER 4" CMU BACK-UP EIFS CORNICE AND BRACKETS AT BALCONY, BEYOND WD. COLUMN, REF. S- SERIES DWGS. FRP RAILING SYSTEM BEYOND T/ BRICK VENEER T/ STONE BAND T/ CMU EIFS RELIEF, REF. 2/ A504, EIFS MISC. RELIEF 1 COL. CENTER TO OUTSIDE FACE OF STUD SEE PERSPECTIVES C2, C4/A320 SEE PERSPECTIVE A4/A320 T/ COL.B/ EIFS PROFILETHRU-WALL STAINLESS STL. FLASHING W/ CORRUGATED HEAD WEEPS AT 24" O.C. AT FLOOR LINE 1'-2 3/4" 5'-3/4" 1'-1 1/8"1'-1 1/8"3/8"3/8"1'-2"3'-3"7"2'-2 1/4" F/F CMU 4"7 5/8"11"7 5/8"4" 6"2'-10 1/4"6" 3'-7" 4 3/8"2'-10 1/4"4 3/8" 0" STRUCTURAL CONC. FTG. & REINF., REF. S-SERIES DWGS. DAMPROOFING GROUT FILLED CAVITY BELOW FLASHING CAST STONE WATERTABLE, REF. A1/A505 CAST STONE BASE PROFILE 6A BACKER ROD AND SEALANT CAST STONE ANCHOR THRU-WALL FLEX FLASHING CAST STONE VENEER REF. A1/A505 CAST STONE PROFILE BASE 6A REINFORCED CMU. FILL CORES SOLID TYP. REF. S-SERIES DWGS. S.S. CAST STONE ANCHOR SET IN GROUT FRP ANGLE BRACKET ANCHOR TO COL. & CONC. BLK. REF. 1/A108 FOR LOCATIONS CONC. WALK ON GRANULAR FILL REF. TO C-SERIES DWGS. T/ CAST STONE BASE T/ CAST STONE CAP/CMU SEALANT AT JOINT BETWEEN FRP COLUMN SHAFT AND BASE FIBERGLASS REINFORCED PLASTIC COLUMN (FRP), SIMILAR TO HB&G TAPERED COLUMN, 24" BASE DIA.,2 HALVES W/ TUSCAN BASE & CAP FLASHING CAP, 19'-2" HGT. (PAINTED) SEALANT WD. COLUMN, METAL BASE & ANCHOR BOLTS, REF. S-SERIES DWGS. STEEL REINFORCING CAST STONE WATERTABLE, REF. A1/A505 CAST STONE CAP PROFILE 6A.1 &6A.2 1 1st Floor CMU WALL REINFORCING @ 16", O.C. TYP. EXTEND 10" CMU. TO TOP OF CAST STONE CAP & GROUT FULL. BACKER ROD AND SEALANT 5'-0 3/4"28'-5 1/2" 28'-1 1/4" 9"9" 3 3/4" 5/8" 9"9" 5/8" 3 3/4" 1'-1 3/8"1'-1 3/8"1'-6 3/4"1 1/8"1 1/4"±VER.1 3/8"1'-7 7/8"1'-2 1/2"3/4"8 3/4"24'-4" 24'-5 3/8" BTM/BEAM 27'-4 1/2" 26'-1 1/4" T/ CMU SEALANT AT JOINT BETWEEN FRP COLUMN SHAFT AND CAP WD. COLUMN, REF. S- SERIES DWGS. FIBERGLASS REINFORCED PLASTIC COLUMN (FRP), SIMILAR TO HB&G TAPERED COLUMN, 24" BASE DIA.,2 HALVES W/ TUSCAN BASE & CAP FLASHING CAP,19'-2" HGT. (PAINTED) 2x6 WD. STUD FRAMING BACKER ROD AND SEALANT FRP COL. CAP FLASH. CAP EIFS CORNICE 3, REF. 1/A504 T/ FRP COL. B/ FRAMING 3 3/4" EIFS VENEER BACKER ROD AND SEALANT MEMBRANE FLASHING POLYVINYL-CHLORIDE (PVC) ROOFING OVER 5/8" GYPSUM RECOVERY BD., OVER TAPERED INSUL. & 3/4" WD. DECK FRP COLUMN ANGLE BRACKET ANCHOR TO FRAMING & COLUMN, REF. 1/A108 FOR LOCATIONS SPLIT FRP COLUMN CAP 2X WD. BEAMS, REF. S- SERIES DWGS. T/ WALL BTM/EIFS CORNICE 5/8" EXT. SHEATHING, CONT. PRE-FINISHED MTL. COPING OVER 3/4" TREATED PLYWD. OSB SHEATHING SYSTEM (ZIP) OSB SHEATHING SYSTEM (ZIP) MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. WOOD BEAM BEYOND 2x4 FRAMING POLYVINYL-CHLORIDE (PVC) ROOFING FLASHING OVER 3/4" PRESERVATIVE TREATED EXTERIOR PLYWOOD SHEATHING. RUN PVC UP AND OVER PLYWOOD AND UNDER MTL. CORNICE CAP 3/4" EXT. SHEATHING AT COLUMNS ONLY FOR ANGLE BRACKET ANCHORAGE T/ DECK 2'-10 13/16" 3 5/8" 3/8" 3 5/8" 2 1/4" 9 1/4" 1 1/2"5 7/8"3/4"CAST STONE WATERTABLE W/ S.S. WALL ANCHORS & DOWELS, REF. A1/A505 CAST STONE BASE PROFILE 5A 4" CMU BACK-UP & WALL TIES FOUNDATION, REF. S- SERIES DWGS. DAMPROOFING, EXTEND UP AND OVER TOP OF FOUND. RIGID INSULATION, (3" - R15 MIN.) YORK THRU-WALL COPPER FLASHING W/ FELT BRACING, HEAD WEEPS @ 24" O.C. GROUT SOLID BELOW FLASHING EIFS VENEER BACKER ROD AND SEALANT T/ CAST STONE BASE GYPSUM SHEATHING SYSTEM (GLASS MAT) MASONRY WALL TIES SPACING AS SPECIFIED & ANCHORED TO FRAMING TYP. SEMI-RIGID INSULATION, (4" - R16.4 MIN.) CONC. SLAB, REF. S-SERIES DWGS. 16'-3/4" 1 1/2"3 5/8"2 1/4"9 1/4"1'-0"7 3/8"6 3/4" YORK THRU-WALL COPPER FLASHING W/ FELT BRACING, HEAD WEEPS @ 24" O.C. STEEL RELIEVING ANGLE, REF. S-SERIES DWGS. BACKER ROD AND SEALANT STEEL EMBEDMENT PLATE, REF. S-SERIES DWGS. B/ STL. ANGLE 1 1/2" EIFS VENEER LIQUID APPLIED VAPOR PERMEABLE AIR BARRIER AT SECOND FLOOR SLAB OSB SHEATHING SYSTEM (ZIP) GYPSUM SHEATHING SYSTEM (GLASS MAT) 6'-1" 6'-10" 2'-0" 1 1/2"3 5/8"2 1/4"6 3/4"1 1/8"7 1/4"7 1/4"3/4"5"8"A. FLR.OSB SHEATHING SYSTEM (ZIP) YORK THRU-WALL COPPER FLASHING W/ CORRUGATED HEAD WEEPS @ 24" O.C. 1 1/2" EIFS VENEER SOFFIT - DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING. EXT. SHEATHING APPROVED BY EIFS MANUFACTURE 2X8 ROOF JOISTS, REF. S-SERIES DWGS. 2X4 SOFFIT SUPPORT FRAMING PRE-FINISHED MTL. FLASHING 4" CMU & WALL TIES POLYVINYL-CHLORIDE (PVC) ROOFING OVER 5/8" GYPSUM RECOVERY BD., OVER TAPERED INSUL. BACKER ROD AND SEALANT ROOF DRAIN, REF. PLUMBING MEMBRANE FLASHING OSB SHEATHING SYSTEM (ZIP) 48'-9 1/2" 48'-10 1/4" EIFS CORNICE 4, REF. 1/A504 OSB SHEATHING SYSTEM (ZIP) BACKER ROD AND SEALANT BRICK VENEER SIGN 1 2 T/ BRICK VENEER B/ EIFS CORNICE EIFS WINDOW HEAD BEYOND EIFS RELIEF BEYOND, REF. 2/ A504, EIFS MISC. RELIEF 3 BACKER ROD AND SEALANT RAKE EDGE - PREFIN. MTL. FASCIA WRAP BEYOND C2 A502 2" DECORATIVE EIFS RELIEF 1 BEYOND, REF. 2/A504 EIFS CORNICE 11, REF. 1/A504 STANDING SEAM METAL ROOF BEYOND OSB SHEATHING SYSTEM (ZIP) OSB SHEATHING SYSTEM (ZIP) PREFIN. MTL. FASCIA WRAP 1X10 TREATED WD. FASCIA BD. 2x6 TREATED SUB- FASCIA SOFFIT - DIRECT APPLIOED FINISH SYSTEM OVER EXT. SHEATHING APPROVED BY EIFS MANUFACTURE GALV. ALUM. VENT SCREEN RAKE EDGE MAINTAIN 2" BETWEEN EIFS AND ROOF AT SLOPE MTL. FLASHING, RUN BEHIND EIFS MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. 1X8 TREATED WD. FASCIA BD. 2x12 TREATED SUB- FASCIA 2X4 TREATED SOFFIT FRAMING 3/4"3/4"2"59'-11 1/4" EIFS CORNICE 7, REF. 1/A504 PRE-FINISHED MTL. COPING OVER 3/4" TREATED PLYWD. OSB SHEATHING SYSTEM (ZIP) T/ WALL MAINTAIN 2" BETWEEN EIFS AND ROOF AT SLOPE STANDING METAL ROOF BEYOND MTL. FLASHING, RUN BEHIND EIFS MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. 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 #LayID(ref) AND #LayID(ref). 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 PARKING AND FIRST 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. 0 2'4'6'SCALE: 3/8" = 1'-0"A1 Wall Section 0 6''12''18''SCALE: 1 1/2"= 1'-0"B3 Section Detail 0 6''12''18''SCALE: 1 1/2"= 1'-0"A3 Section Detail 0 6''12''18''SCALE: 1 1/2"= 1'-0"C2 Section Detail 0 6''12''18''SCALE: 1 1/2"= 1'-0"B2 Section Detail 0 6''12''18''SCALE: 1 1/2"= 1'-0"A2 Section Detail 0 6''12''18''SCALE: 1 1/2"= 1'-0"C4 Section Detail 0 6''12''18''SCALE: 1 1/2"= 1'-0"B4 Section Detail 0 6''12''18''SCALE: 1 1/2"= 1'-0"A4 Section Detail SEE PERSPECTIVES A2, A3/A320