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HomeMy WebLinkAboutAA508 PLAZA LEVEL EXT WALL DETAILSProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA508 PLAZA LEVEL EXT WALL DETAILS Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 37 38 39 CCC.A.ASI.11, 9/18/09 CCC.A.ASI.12, 9/29/09 CCC.A.ASI.13, 9/30/09 ! " #$ ## %& ’ %% !"#$%&’()! !"#$%$&’() *+,%!"#$ X X 2'-8" (+847.5') (+848.0') (+850.0') (+848.83') 1/2" 10" CMU, REF. S- SERIES DRAWINGS 6" SOLID OR GROUTED SOLID CMU 8" STUD WALL EXTERIOR SHEATHING 1 1/4 GRANITE VENEER W/ 4" CMU BACK-UP, HEIGHT VARIES YORK THROUGH WALL FLASHING CONTINUOUS EXPANSION JOINT SYSTEM, N.I.C. ROLLED BITUMINOUS SETTING BED, N.I.C. PAVERS, N.I.C. STEEL ANGLE, REF. STRUCTURAL CONCRETE MUD SLAB UNDERLAYMENT, N.I.C. WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB, N.I.C. 4" CONCRETE SLAB FOAM FILL WATERPROOFING OVER FIRE-RATED JOINT ASSEMBLY SECONDARY STRUCTURAL TOPPING (PITCHED), N.I.C. 4" CMU VENEER BACK-UP SIZES OF CMU SHOWN FOR GENERAL CONFIGURATION ONLY, REF TO EACH ELEVATION'S PLAZA LEVEL PLAN FOR EXACT CMU REQUIREMENTS 1/2" EXPANSION JOINT MATERIAL PLAZA BUILDING A X X 2'-8" (+847.5') (+848.0') (+850.0') (+848.83') 1/2" 8" CMU, REF. S- SERIES DRAWINGS 6" SOLID OR GROUTED SOLID CMU 8" STUD WALL EXTERIOR SHEATHING 1 1/4 GRANITE VENEER W/ 4" CMU BACK-UP, HEIGHT VARIES YORK THROUGH WALL FLASHING CONTINUOUS EXPANSION JOINT SYSTEM, N.I.C. ROLLED BITUMINOUS SETTING BED, N.I.C. PAVERS, N.I.C. CONCRETE MUD SLAB UNDERLAYMENT, N.I.C. WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB, N.I.C. 4" CONCRETE SLAB FOAM FILL WATERPROOFING OVER FIRE-RATED JOINT ASSEMBLY SECONDARY STRUCTURAL TOPPING (PITCHED), N.I.C. 4" CMU VENEER BACK-UP SIZES OF CMU SHOWN FOR GENERAL CONFIGURATION ONLY, REF TO EACH ELEVATION'S PLAZA LEVEL PLAN FOR EXACT CMU REQUIREMENTS 1/2" EXPANSION JOINT MATERIAL PLAZA BUILDING A X X 2'-8" (+848.83') (+850.0') (+847.5') 1'-1 1/2" VARIES (+848.0') 1/2" 8" CMU, REF. S- SERIES DRAWINGS CONTINUOUS EXPANSION JOINT SYSTEM, N.I.C. EXISTING 2" STRUCTURAL EXP.JT., REF. S- SERIES DRAWINGS ROLLED BITUMINOUS SETTING BED, N.I.C. T/ STRUCTURAL "T" EL.= -0'-6" EL. = 0'-0" T/ STRUCTURAL SLAB EL.= +2'-0" FIRST FLOOR PAVERS, N.I.C. EL. = 0'-10" T/ SLOPED TOPPING @ H.P. CONCRETE MUD SLAB UNDERLAYMENT, N.I.C. WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB, N.I.C. FUTURE CONSTRUCTION EXISITING CONSTRUCTION REFERENCE PLAZA LEVEL FLOOR PLANS 4" CONCRETE SLAB FOAM FILL WATERPROOFING OVER FIRE-RATED JOINT ASSEMBLY 8" CMU, GROUTED REFERENCE PLAZA & FIRST FLOOR PLANS BUILDING A EXISTING P.C. STRUCTURAL T'S & BEAM REF. S- SERIES DRAWINGS 3 HR FIRE-RATED JOINT ASSEMBLY U.L. DESIGN FF-D-1025 C.I.P. SLAB & BEAM, REF. STRUCTURAL STEEL ANGLE, REF. STRUCTURAL CUT EXCESS FROM STEEL ANGLE AS REQUIRED SECONDARY STRUCTURAL TOPPING (PITCHED), N.I.C. SILL FLASHING AND END DAMS CURTIN WALL/ STORE FRONT SILL PLAZA 1/2" EXPANSION JOINT MATERIAL X X 2'-8" (+847.5') (+848.0') (+850.0') (+848.83') VARIES 1/2" 8" CMU, REF. S- SERIES DRAWINGS 4" CONCRETE SLAB FOAM FILL WATERPROOFING OVER FIRE-RATED JOINT ASSEMBLY C.I.P. SLAB & BEAM, REF. STRUCTURAL 8" CMU, REF. S- SERIES DRAWINGS 4" SOLID OR GROUTED SOLID CMU CONTINUOUS EXPANSION JOINT SYSTEM, N.I.C. ROLLED BITUMINOUS SETTING BED, N.I.C. PAVERS, N.I.C. CONCRETE MUD SLAB UNDERLAYMENT, N.I.C. WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB, N.I.C. SECONDARY STRUCTURAL TOPPING (PITCHED), N.I.C. CURTAINWALL SILL YORK THRU-WALL FLASHING 1 1/4" GRANITE VENEER GRANITE WATER TABLE/BASE CAP, PROFILE VARIES 3/4" FIRE-RESISTIVE, PRESSURE TREATED PLYWOOD PANEL VERTICAL MULLION, EXTENDED DOWN TO CMU 8" CFS STUD TRACK SILL FLASHING W/ END DAMS, INSERTED INTO GLASS POCKET STEEL ANGLE, REF. STRUCTURAL, CUT EXCESS AS REQUIRED SIZES OF CMU SHOWN FOR GENERAL CONFIGURATION ONLY, REF TO EACH ELEVATION'S PLAZA LEVEL PLAN FOR EXACT CMU REQUIREMENTS PLAZA BUILDING A 1/2" EXPANSION JOINT MATERIAL X X 2'-8" (+848.83') (+850.0') (+847.5') VARIES VARIES (+848.0') 1/2" 8" CMU, REF. S- SERIES DRAWINGS CONTINUOUS EXPANSION JOINT SYSTEM, N.I.C. EXISTING 2" STRUCTURAL EXP.JT., REF. S- SERIES DRAWINGS ROLLED BITUMINOUS SETTING BED, N.I.C. T/ STRUCTURAL "T" EL.= -0'-6" EL. = 0'-0" T/ STRUCTURAL SLAB EL.= +2'-0" FIRST FLOOR PAVERS, N.I.C. EL. = 0'-10" T/ SLOPED TOPPING @ H.P. CONCRETE MUD SLAB UNDERLAYMENT, N.I.C. WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB, N.I.C. FUTURE CONSTRUCTION EXISITING CONSTRUCTION REFERENCE PLAZA LEVEL FLOOR PLANS 4" CONCRETE SLAB FOAM FILL WATERPROOFING OVER FIRE-RATED JOINT ASSEMBLY CONCRETE RIBBON SLAB REFERENCE PLAZA & FIRST FLOOR PLANS EXISTING P.C. STRUCTURAL T'S & BEAM REF. S- SERIES DRAWINGS 3 HR FIRE-RATED JOINT ASSEMBLY U.L. DESIGN FF-D-1025 C.I.P. SLAB & BEAM, REF. STRUCTURAL STEEL ANGLE, REF. STRUCTURAL PROVIDE ADA COMPLIANT SADDLE/ THRESHOLD THAT BRIDGES PLAZA EXPANSION JOINT SECONDARY STRUCTURAL TOPPING (PITCHED), N.I.C. CUT EXCESS FROM STEEL ANGLE AS REQUIRED PLAZA BUILDING A EXTENDED PORTION OF CONC. RIBBON SLAB MAY BEAR ON EITHER STEEL ANGLE OR CMU, REQUIRED SUPPORT VARIES WITH PROXIMITY TO PLAZA EXPANSION JOINT, REF PLAZA LEVEL BLOCK LAYOUT PLANS FOR SPECIFIC CONDITIONS DOWEL FOR FUTURE 4" SLAB 3/8” DIA HILTI HAS-E THREADED ROD, EMBED 3 !” INTO GROUTED BOND BEAM WITH HIT-HY 150 ADHESIVE, EXTEND 6” INTO CONCRETE CURB, PROVIDE NUT AT TOP OF BOLT. LOCATE 4” FROM EACH END OF CONCRETE CURB, AND AT 24” OC (MAXIMUM) BETWEEN ENDS. X X 32" (+847.5') (+848.0') (+850.0') (+848.83') VARIES 1/2" 8" CMU, REF. S- SERIES DRAWINGS 4" CONCRETE SLAB FOAM FILL WATERPROOFING OVER FIRE-RATED JOINT ASSEMBLY C.I.P. SLAB & BEAM, REF. STRUCTURAL 8" CMU, REF. S- SERIES DRAWINGS 4" SOLID OR GROUTED SOLID CMU CONTINUOUS EXPANSION JOINT SYSTEM, N.I.C. ROLLED BITUMINOUS SETTING BED, N.I.C. PAVERS, N.I.C. CONCRETE MUD SLAB UNDERLAYMENT, N.I.C. WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB, N.I.C. SECONDARY STRUCTURAL TOPPING (PITCHED), N.I.C. CURTAINWALL SILL YORK THROUGH-WALL FLASHING 1 1/4" GRANITE VENEER GRANITE WATER TABLE/BASE CAP, PROFILE VARIES 3/4" FIRE-RESISTIVE, PRESSURE TREATED PLYWOOD PANEL VERTICAL MULLION, EXTENDED DOWN TO CMU 8" CFS STUD TRACK SILL FLASHING W/ END DAMS, INSERTED INTO GLASS POCKET SIZES OF CMU SHOWN FOR GENERAL CONFIGURATION ONLY, REF TO EACH ELEVATION'S PLAZA LEVEL PLAN FOR EXACT CMU REQUIREMENTS 1/2" EXPANSION JOINT MATERIAL PLAZA BUILDING A X (+850.0') (+848.83') (+848.0') (+847.5') 1/2" 5/8" EXTERIOR SHEATHING DRYWALL (N.I.C.) VAPOR BARRIER BATT INSULATION 8" STUD WALL PLAZA BUILDING A CONTINUOUS EXPANSION JOINT SYSTEM, N.I.C. ROLLED BITUMINOUS SETTING BED, N.I.C. PAVERS, N.I.C. CONCRETE MUD SLAB UNDERLAYMENT, N.I.C. WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB, N.I.C. EXISTING P.C. STRUCTURAL T'S & BEAM REF. S- SERIES DRAWINGS 3 HR FIRE-RATED JOINT ASSEMBLY U.L. DESIGN FF-D-1025 SECONDARY STRUCTURAL TOPPING (PITCHED), N.I.C. GRANITE BASE YORK THRU-WALL FLASHING T/ STRUCTURAL "T" EL.= -0'-6" EL. = 0'-0" T/ STRUCTURAL SLAB EL.= +2'-0" FIRST FLOOR EL. = 0'-10" T/ SLOPED TOPPING @ H.P. FOUNDATION WATER PROOFING NEEDS TO OVERLAP WALL FLASHING 8" CMU, REF. S- SERIES DRAWINGS EXISTING 2" STRUCTURAL EXP.JT., REF. S- SERIES DRAWINGS 4" CONCRETE SLAB FOAM FILL WATERPROOFING OVER FIRE-RATED JOINT ASSEMBLY C.I.P. SLAB & BEAM, REF. STRUCTURAL GROUT CAVITY 8" SOLID OR GROUTED SOLID CMU FUTURE CONSTRUCTION EXISITING CONSTRUCTION REFERENCE PLAZA & FIRST FLOOR PLANS 4" CMU VENEER BACK-UP SIZES OF CMU SHOWN FOR GENERAL CONFIGURATION ONLY, REF TO EACH ELEVATION'S PLAZA LEVEL PLAN FOR EXACT CMU REQUIREMENTS 1/2" EXPANSION JOINT MATERIAL X (+850.0') (+848.83') (+848.0') (+847.5') 1/2" REFER TO SHEET AA504 FOR STRUCTURAL STEEL FIRE PROOFING DETAILS 4" CMU, REF. S- SERIES DWGS. SPRAY APPLIED FIRE RESISTIVE MATERIAL FIRST 2 FT. (N.I.C.) CONTINUOUS EXPANSION JOINT SYSTEM, N.I.C. ROLLED BITUMINOUS SETTING BED, N.I.C. PAVERS, N.I.C. CONCRETE MUD SLAB UNDERLAYMENT, N.I.C. WATERPROOF MEMBRANE SYSTEM OVER SLOPED SLAB, N.I.C. EXISTING P.C. STRUCTURAL T'S & BEAM REF. S- SERIES DRAWINGS GRANITE BASE YORK THRU-WALL FLASHING T/ STRUCTURAL "T" EL.= -0'-6" EL. = 0'-0" T/ STRUCTURAL SLAB EL.= +2'-0" FIRST FLOOR EL. = 0'-10" T/ SLOPED TOPPING @ H.P. FOUNDATION WATER PROOFING NEEDS TO OVERLAP WALL FLASHING FUTURE CONSTRUCTION EXISITING CONSTRUCTION SECONDARY STRUCTURAL TOPPING (PITCHED), N.I.C. 3 HR FIRE-RATED JOINT ASSEMBLY U.L. DESIGN FF-D-1025 STEEL COL. REF. S- SERIES DWGS. EXISTING 2" STRUCTURAL EXP.JT., REF. S- SERIES DRAWINGS 4" CONCRETE SLAB FOAM FILL WATERPROOFING OVER FIRE-RATED JOINT ASSEMBLY C.I.P. SLAB & BEAM, REF. STRUCTURAL 8" SOLID OR GROUTED SOLID CMU REFERENCE PLAZA & FIRST FLOOR PLANS GYP. BD. FIREPROOFING ASSEMBLY 4" CMU VENEER BACK-UP SIZES OF CMU SHOWN FOR GENERAL CONFIGURATION ONLY, REF TO EACH ELEVATION'S PLAZA LEVEL PLAN FOR EXACT CMU REQUIREMENTS PLAZA BUILDING A 1/2" EXPANSION JOINT MATERIAL SCALE: 1 1/2"= 1'-0" 1 Detail AA508 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 2 Detail AA508 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 3 Detail AA508 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 5 Detail AA508 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 4 Detail AA508 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 6 Detail AA508 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 7 Detail AA508 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 8 Detail AA508 0 6'' 12'' 18'' DJS JAW 12/17/08 A300, A.305, A.400 09.30.09 39