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HomeMy WebLinkAboutA3.2 Architectural Details.PDF Project Number: Revisions: Issue Date Drawn By Checked By James Robert Stutzman, AIA, NCARB Architecture /Project Management: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: MATT THE MILLER'S Carmel, Indiana 46032 Carmel City Center -Suite 101 11 W. City Center Drive COPYRIGHT & OWNERSHIP OF DOCUMENTS N DN M MM MM M M M M M M M MM M M M M MM M M MMM M MM TRASH DISP. DA3Mtr Rm 1A-2 (A148) Stair SA4 Elev EA12 Stair SA3 Elev EA6 Stair SA5 Stair SA1 Elev EA9 Elev EA8 Elev EA1 Stair SA2 Stair SA6 Elev EA11 ELEV EA4 ELEV EA5 Elev EA3 Elev EA2 Elev EA7 Elev EA10 KEY PLAN SUITE 101 Friday, March 23, 2012; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A INTERIORS:TENANTS:MATT THE MILLER:Drawings:Architectural General Details.pln DJS JAW PEDCOR DESIGN GROUP, L.L.C. A3.2 Architectural Details 03/26/2012 STATE RELEASE SET: 03/26/2012 THIS DOCUMENT IS AN INSTRUMENT 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 2006, 2007, 2008, 2009, 2010, 2011,2012 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 2" 31/2" SPRAYED-APPLIED FIRE PROOFING FIRE-STOPPING (CAULK) 1 AND 2 HOUR RATED FRAMING AND FLOOR ASSEMBLY UL DESIGNS WITH VULCRAFT DECK 2VLI AND THE FOLLOWING SPRAY-APPLIED FIRE RESISTIVE MATERIALS: ISOLATEK CAFCO BLAZE SHIELD II: D902 -FOR DECK ASSEMBLY, N823 – FOR BEAMS ONLY STEEL ANGLES, REF SSERIES DRAWINGS UNRESTRAINED DESIGN NORMAL WEIGHT CONCRETE AT 1 HOUR ASSEMBLIES AND LIGHTWEIGHT CONCRETE AT 2 HOUR ASSEMBLIES. 6x6 -w2.1 x w2.1 WWF AAC OR CMU WALL OR METAL STUD. HOLD TOP OF WALL BELOW BEAM 1/2" MIN. STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE RIGID INSULATION CONCRETE SLAB SPRAY-APPLIED FIRE RESISTIVE MATERIAL INFILL WITH PEA GRAVEL AT VOIDS BETWEEN RIGID INSULATION AND SFRM 1'-0" 1'-9 3/4" ONE COURSE OF C.M.U. (SOLID) AROUND COLUMN BASE AND PLUMBING PENETRATIONS . STRUCTURAL DECK OVER PARKING LEVEL WATERPROOF MEMBRANE RIGID INSULATION CONCRETE SLAB SPRAY-APPLIED FIRE RESISTIVE MATERIAL INFILL WITH PEA GRAVEL AT VOIDS BETWEEN RIGID INSULATION AND SFRM REFERENCE PLUMBING BID SETS RATED PIPE PENTRATION ASSEMBLY SEE MODEL INFO. 1'-0" TYP. 3" 1'-0" TYP. 2 [51] & 3 [76] PIPE SIZES GREASE TRAP REGULAR COMMERCIAL KITCHEN DUTY: ZURN G1170 or JRS 8000 series. LIGHT COMMERCIAL KITCHEN DUTY: ZURN GT2700 or JRS 800 series. SEE PLUMBING PLAN FOAM STRUCTURAL SLAB WATERSTOP RX WRAPPING BOX PEA GRAVEL CONCRETE SLAB, W2.1 X W2.1 WWF. SLAB THICKENED AROUND ENTIRE TRAP UNIT. GREASE TRAP FLOOR DRAIN OR MOP SINK WATERPROOF MEMBRANE SEALANT AND BACKER ROD AROUND PERIMETER CONCRETE PAD UNDER TRAP FLOW CONTROL FITTING, WITH RECESSED COVER COVER 14'-0" +3'-2" +2' ±0" WATERPROOF MEMBRANE TO CONTINUE UNDER CMU WALLS 12 1 4" CONC. SLAB TURNED DOWN OVER C.M.U., 6x6-W2.1 x W2.1 WWF. STEP FOAM FILL MINIMALLY IN 2 TO 3" INCREMENTS OR SLOPE TO MAKE THE SLAB 5" THICK MAX. RIGID INSULATION 3 A3.2 6" 1'-6 3/4" 4'-0" 9" 6" RAISED PLATFORM FOR BOOTHS. STAINED WOOD WAINSCOT. 1/2" PLYWOOD BACKER. 3 5/8" METAL STUD. STAINED WOOD LEDGE. CURTAIN WALL. 1/4" SEALANT. 3 5/8" METAL CHANNEL. # 4 DOWELS 24" O.C. VAPOR BARRIER EXISTING PARKING STRUCTURE 4" CONC. SLAB, 6x6-W2.1 x W2.1 WWF WITH SAME CONTROL JOINT SPACING AS SPECIFIED FOR FOR THE SLAB ON GRADE IN THE RETAIL SPACES. RIGID INSULATION RIGID INSULATION NORTH AND SOUTH WALL CONDITIONS MAY VARY. REFERENCE INTERIORS FOR DETAILS. COLUMN BASE & VAPOR RETARDER BEYOND WATERPROOF MEMBRANE MACHINE COMPACT EXISTING BACKFILL TO NOT LESS THAN 2000 PSF BEARING CAPACITY. CONFIRM COMPACTION USING APPROVED METHOD OF FIELD DENSITY TESTING. EXISTING FOOTING 4" 3'-11 5/8" 3 5/8" 4'-7 1/4" 2'-0" 3'-2" ±0" VARIES 4 A3.2 WATERPROOF MEMBRANE TO CONTINUE UNDER CMU WALLS CMU CUT TO FOLLOW BOTTOM OF RAMP EDGE OF SLAB FACE OF CMU KNEE BRACE AS INDICATED BY PLAN NOTES AND WALL SCHEDULE. REF. 11/A3.2 FOR DETAILS. RIGID INSULATION STRUCTURAL DECK OVER PARKING LEVEL PROTECTION FABRIC VERTICAL SURFACE WATERPROOFING DETAIL COAT WITH REINFORCEMENT FABRIC AT CRACK OR SAWCUT 1/4" x 1/4" SAWCUT WITH SEALANT DETAIL COAT WITH REINFORCEMENT FABRIC CANT CRACK TREATMENT CRACK LESS THAN 1/16" WIDE CRACK GREATER THAN 1/16" WIDE VERTICAL TO HORIZONTAL • WATERPROOFING R NOVA PLUS, WHITE AND PEACH COATS (BOTH REQUIRED) MIRASEAL AT 60 MILS 2 LAYERS OF POLY-WALL AIRLOK FLEX VP AT 50 MIL EACH (WET) DETAIL NOTE SUPREMA CARLISLE PROTECTIVE COATINGS TECH • DETAIL COAT W/REINFORCEMENT FABRIC POLYFLEECE REINFORCEMENT MIRASEAL AT 45 MIL W/DCH FABRIC NO REINFORCEMENT REQUIRED • PROTECTION FABRIC NO PROTECTION REQUIRED CCW-300HV PROTECTION FABRIC NO PROTECTION REQUIRED • SEALANT AT SAWCUTS AND CANT ALSAN PATCHING PASTE AT CRACKS CCW-201 SEALANT POLYURETHANE SEALANT, VERIFY W/MANUFACTURE PRODUCT AND DETAIL NOTE MATRIX NOTES: 1) APPLY AND TOOL TO FORM A 45" CANT. ALLOW TO CURE OVERNIGHT. 2) APPLY DETAIL COAT AT 45 MILS THICK. ALLOW TO CURE . NOTES: 1) SAW CUT CRACKS GREATER THAN 1/16" TO 1/4" WIDE X 1/4" DEEP 2) APPLY TOOL FLUSH. ALLOW TO DRY OVER NIGHT 3) APPLY DETAIL COAT OVER HAIRLINE CRACKS, COLD JOINTS AND SEALED SAWCUTS A MINIMUM OF 6" WIDE AND 45 MILS THICK AND ALLOW TO CURE 5 1/2" 3" COMPOSITE ROOF DECK 2" 7 1/2" 6" VARIES 8" 6'-5 1/2" 2'-9" 2'-9" EXISTING COMPOSITE DECK MEMBRANE ROOFING EXISTING 3" THERMAL INSULATION EXISTING STRUCTURAL STEEL ENGINEERED EIFS PANELING (FEATHERLITE) ALL STEEL PAINT COATED W/PRIMER & FINAL COAT AFTER WELDING IS COMPLETE, USE TNEMEC PAINT & PRIMER. MFR. RECOMMENDED ROOF FLASHING C6X8.2 X CONT., TYPICAL HSS4.5X0.237 @4'-0" OC (MAX) PL 1/2"X12"X12" W/(4) 5/8" DIA. HILTI KWIII W/4" EMBED L3X3X1/4X0'-3", TYPICAL TYP 3/16 TYP 3/16 3/16 28 27.6 3'-0" 3 -CONT. #4 BAR, TOP, MIDDLE AND BOTTOM, REFERENCE #DrgID(ref)/#LayID(ref). EXISTING CONCRETE TIE BEAM BELOW AT THE NORTH AND EAST SIDE OF NEW SLAB. EXISTING PARKING GARAGE STRUCTURE REMOVE TOP COURSE OF 4" CMU 4" CMU TURN REBAR INTO FOUNDATION WALL, SEE PLAN. 5 A2.2 +2' VARIES +3'-2" ±0" METAL STUD TRACK (VARIES) METAL STUD (VARIES) CUSTOM STEEL KNEE BRACE FIRE TREATED WOOD BLOCKING CONT. (VARIES) SILL JAMB HEAD 3 1/2" X 3/8" MASONRY BOLTS CUSTOM STEEL KNEE BRACE, 2"X2"X1/8" STEEL TUBE & 3 1/2"X5"X1/4" STEEL BASEPLATE W/(4) 7/16" DIA. HOLES 3 1/2" X 3/8" MASONRY BOLTS METAL STUD (VARIES) METAL STUD TRACK (VARIES) METAL STUD (VARIES) SEE A/1.2 METAL SHIM AS REQUIRED 1'-1 3/4"X5"X1/4" STEEL BACKPLATE WELDED TO TUBE AND BASE PLATE W/(4) 7/16" DIA. HOLES VARIES +2' ±0" METAL STUD TRACK (VARIES) METAL STUD (VARIES) FIRE TREATED WOOD BLOCKING CONT. (VARIES) SILL JAMB HEAD 3 1/2" X 3/8" MASONRY BOLTS PITTCON SOFTFORMS KNEE BRACE KIT, MODEL #SKB46 @48" O.C. (UNO) 3 1/2" X 3/8" MASONRY BOLTS METAL STUD (VARIES) METAL STUD TRACK (VARIES) METAL STUD (VARIES) SEE A/1.2 PITTCON SOFTFORMS KNEE BRACE KIT, MODEL #SKB46 @48" O.C. (UNO) SCALE: 1 1/2"= 1'-0" 7 DETAIL A3.2 SCALE: 1" = 1'-0" 1 TYP. WATERPROOFING @COLUMN A3.2SCALE: 1" = 1'-0" 2 TYP. WATERPROOFING @COL. & PIPE A3.2 SCALE: 1 1/2"= 1'-0" 10 GREASE TRAP DETAIL A3.2 SCALE: 1" = 1'-0" 4 N/S SECTION AT RAMP A3.2 SCALE: 1" = 1'-0" 5 SECTION AT EAST DINNING/CURTAIN WALL A3.2 SCALE: 1" = 1'-0" 3 E/W SECTION AT RAMP A3.2 SCALE: 1' = 1'-0" 8 WATERPROOFING A3.2 SCALE: 1:4.67 9 SCREEN WALL AT ROOF A3.2 SCALE: 1/2" = 1'-0" 6 Vestibule Grade Beam A3.2 SCALE: 1 1/2"= 1'-0" 11 KNEE BRACE DETAIL AT STEPPED SLAB A3.2SCALE: 1 1/2"= 1'-0" 12 KNEE BRACE DETAIL AT CONTIUOUS SLAB A3.2