Loading...
HomeMy WebLinkAboutAA559 WALL SECTION DETAILS AREA C LL EAST 18-19Project: 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 AA559 WALL SECTION DETAILS AREA C LL EAST 18-19 Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Monday, July 13, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:EAST MODULES:Bldg A-EAST LL 18-19.pln 32 32 R.6 -13'-0" T/SLAB, VARIES VARIES, SEE PLAN 9 3/4" 2'-0" 3" 1 3/4" 5" 4 3/4" 3 1/2" 1/2" 1 3/4" 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING STONE WALL BASE AIR SPACE FULL HEIGHT OF WALL REF S-SERIES DWGS PAVERS, FINISH GRADE VARIES, HOLD DOWN 1/2" TO 1", FROM FINISH FLR, REF. CIVIL DWGS 1/2" EXP JT MATERIAL YORK THRU-WALL FLASHING BITUMINOUS DAMP- PROOFING 6" SOLID OR GROUTED SOLID CMU BELOW GRADE BOND BREAK, TYPICAL CONC. SLAB, REF A.100 BID SET EXISTING CONC STRUCTURE & SLAB AS SHOWN (FIELD VERIFY) LOWER RETAIL FLOOR COPPER-FABRIC THRU WALL FLASHING COUNTER FLASH W/ WEATHER BARRIER / DRAINAGE SYSTEM CONTINUOUS, ABOVE SOLID GROUTED BASE COURSE 8" CMU, GROUTED SOLID, REF S-SERIES DWGS MISC STONE ANCHORS GROUTED SOLID FROM COL LINE TO FACE OF STUD R.6 -13'-0" T/SLAB VARIES 1'-4" 4" 1 7/8" 1 1/4" 1" 4 3/8" REF S-SERIES DWGS LOWER RETAIL FLOOR ALUMINUM CURTAIN WALL WINDOW SYSTEM FIRE-RESISTIVE, PRESSURE TREATED PLYWOOD PANEL VERTICAL MULLION, EXTENDED DOWN TO CMU 4" SOLID CMU, REF S-SERIES DWGS 8" CMU, REF S-SERIES DWGS 1 1/4" STONE PANEL STONE SILL FLASHING & WEEPS BACKER ROD & SEALANT 8" CFS STUD TRACK FIRE-RESISTIVE, PRESSURE TREATED, BLOCKING 2 3/8" DEEP CURTAIN WALL CAP FLASHING, INSERTED INTO GLASS SEALANT POCKET R.6 +2'-0" 3 1/2" 1'-7 1/4" 7 1/4" 5" 11 1/2" 1'-1 1/2" 8" 2'-11" 3/4" 2'-8 1/4" 2 1/8" 4 1/8" 1" 3 1/2" 1'-1 1/2" 1/2" 3 1/2" 2 3/8" 1 3/4" 4 1/4" 1 3/4" 3 7/8" 8 7/8" 1" 1 1/2" 3" 4 1/2" 1 1/2" 1 1/2" REF TO S-SERIES DWGS CURTAIN WALL SILL VAPOR BARRIER WEATHER BARRIER 4 COURSES 8" CMU, REFER TO STRUCTURAL EPS FOAM N.I.C. , REF TO STRUCTURAL FUTURE SLAB N.I.C., REF TO S-SERIES DRYWALL (N.I.C.) PREFINISHED METAL CAP FLASHING OVER 3/4" FIRETREATED PLYWOOD EXISTING CONC STRUC & SLAB AS SHOWN (FIELD VERIFY) STOREFRONT WINDOW EIFS VENEER AND BUILT- UP PROFILES DRIP EIFS PROFILE 3/4" EXPANSION JOINT, W/ BACKER ROD & SEALANT LIQUID APPLIED WATER PROOFING, N.I.C. DRIP 3/4" (MIN.) EXPANSION JOINT, W/ BACKER ROD & SEALANT SHEATHING TO PASS CONTINOUSLY FROM CFS WALL DOWN ALONG FACE OF BLOCK 3/4" (MIN.) BACKER ROD & SEALANT 5/8" EXTERIOR SHEATHING INSULATED CFS HEADER AT STOREFRONT, TO BE FIELS BUILT TO ALLOW ATTACHMENT OF TOP TRACK TO C.I.P. CONC. BEAM, REF S-SERIES DWGS 8" CFS INSULATED BULKHEAD R.6 +2'-0" 1'-0 1/4" 3" 3" 1 1/2" 2 3/4" 3/4" 1'-7 1/4" 7 1/4" 5" 7" 1/2" 2 3/4" 1 1/2" 1" 3 1/4" 8 7/8" EXISTING CONC STRUC & SLAB AS SHOWN (FIELD VERIFY) VAPOR BARRIER WEATHER BARRIER EIFS VENEER AND BUILT- UP PROFILES BATT INSULATION DRIP EIFS PROFIILE PRE-FINISHED MTL FLASHING OVER 3/4" FIRE TREATED PLYWOOD 4 COURSES 8" CMU, REFER TO STRUCTURAL EPS FOAM N.I.C. , REF TO STRUCTURAL FUTURE SLAB N.I.C., REF TO S-SERIES 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING STOREFRONT WINDOW HEADER DRYWALL (N.I.C.) 3/4" EXPANSION JOINT, W/ BACKER ROD & SEALANT LIQUID APPLIED WATER PROOFING, N.I.C. DRIP SHEATHING TO PASS CONTINOUSLY FROM CFS WALL DOWN ALONG FACE OF BLOCK FURRING AND SHEATHING INSULATED CFS HEADER AT STOREFRONT, TO BE FIELS BUILT TO ALLOW ATTACHMENT OF TOP TRACK TO C.I.P. CONC. BEAM, REF S-SERIES DWGS 8" CFS INSULATED BULKHEAD R.6 7 AA703 4 1/4" 4'-1 1/4" VARIES E.O.S., REF TO S-SERIES DWGS 5 1/4" 1 1/4" 1'-3 1/2" 6" 61/2" 6" 51/2" T/ OF STEEL, REF S-SERIES DWGS TOP OF PARAPET FRAMING +29'-2" 5" 6 3/4" 2" 3" 4 1/2" 2 1/2" 10 7/8" 10 1/4" 1 1/2" 5" 2'-0" FROM FACE OF STUD TO FACE OF EIFS PROFILE BUILT-UP EIFS PROFILE HOLD EIFS TO MIN. 8" ABOVE ROOF 3/4" EIFS BATT INSULATION STL. BEAM, REFER TO STRUCTURAL BRICK VENEER TYPICAL WALL TIE 3/4" EXPANSION JOINT, W/ BACKER ROD & SEALANT SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) ROOFING MEMBRANE, TURNED UP BACK SIDE OF PARAPET AND ROLLED OVER TOP OF PARAPET COPING VAPOR BARRIER WEATHER BARRIER METAL COPING STARTER CLIP METAL COPING STARTER CLIP EFIS INSTALLER TO PROVIDE ATTACHMENT POINTS DRIP DRIP 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING 22 GA. PREFIN. METAL COPING, SLOPED AT 1" PER FOOT 2 LAYERS 3/4" PRESSURE TREATED PLYWOOD PARAPET CAP, GLUED AND SCREWED TOGETHER, SLOPED TO 1" PER FOOT 5/8" FIRE TREATED PLYWOOD ROOFING MEMBRANE INSULATION STOP ROOFING MEMBRANE COUNTER FLSAHING 2 1/4" AIR SPACE COLUMN BEYOND REF TYPICAL ROOF DECK DETAIL 07/AA703 CFS BRACING REQUIRED, AT SLAB LEVEL, BETWEEN STUD WALLS, @ 16" O.C. 5/8" EXTERIOR SHEATHING 5/8" EXTERIOR SHEATHING R.6 7 AA703 +28'-4" 4 1/4" 2'-7 1/2" 5 1/4" 1 1/4" 103/4" 6" 6 1/2" 6" 5 1/2" 3 3/4" 1 1/2" 2 1/2" 4 1/2" 3" 2" 63/4" 10 7/8" 5" VARIES T/ OF STEEL 3 1/2" 1/2" 4'-0" 4" 6 5/8" 7 1/2" +20'-0" 2'-0" 1 1/2" 3'-10 3/8" BUILT-UP EIFS PROFILE 5/8" FIRETREATED PLYWOOD 3/4" EIFS ROOFING MEMBRANE, TURNED UP BACK SIDE OF PARAPET AND ROLLED OVER TOP OF PARAPET COPING METAL COPING STARTER CLIP EFIS INSTALLER TO PROVIDE ATTACHMENT POINTS 2 LAYERS 3/4" PRESSURE TREATED PLYWOOD PARAPET CAP, GLUED AND SCREWED TOGETHER, SLOPED TO 1" PER FOOT 5/8" EXTERIOR SHEATHING ROOFING MEMBRANE ROOFING MEMBRANE COUNTER FLSAHING ARCHED UTILITY SIZE BRICK SOLDIER COURSE BATT INSULATION, MIN REQUIRED STL. BEAM, REFER TO STRUCTURAL BRICK VENEER TYPICAL WALL TIE 3/4" EXPANSION JOINT, W/ BACKER ROD & SEALANT SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) VAPOR BARRIER WEATHER BARRIER METAL COPING STARTER CLIP DRIP 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING INSULATION STOP 2 1/4" AIR SPACE EIFS BEYOND DRIP FROM FACE OF STUD TO FACE OF EIFS PROFILE HOLD EIFS TO MIN. 8" ABOVE ROOF DRYWALL, N.I.C. 22 GA. PREFIN. METAL COPING, SLOPED AT 1" PER FOOT SEE S-SERIES DWGS COPPER-FABRIC THRU WALL FLASHING COUNTER FLASH W/ WEATHER BARRIER / DRAINAGE SYSTEM CONTINUOUS 3/4" JOINT, W/ BACKER ROD & SEALANT 1 1/2" EFIS VENEER AND BUILT-UP PROFILES ARCHED BRICK RELIEF PLATE, ATTACHED TO VERTICAL TUBE STEEL ASSEMBLY, REF S-SERIES DWGS FIRETREATED PLYWOOD REQUIRED FOR SIGNAGE ANCHORAGE SECOND FLOOR T/ OF PARAPET FRAMING SCALE: 1 1/2"= 1'-0" 5 18-19 PARKING LEVEL EAST-1 AA559 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 1 18-19 PARKING LEVEL EAST-2 AA559 0 6'' 12'' 18'' SCALE: 1" = 1'-0" 2 18-19 FIRST FLR EAST-3 AA559 0 6'' 1' 2' SCALE: 1" = 1'-0" 3 18-19 FIRST FLOOR EAST-1 AA559 0 6'' 1' 2' SCALE: 1" = 1'-0" 4 PARAPET EAST-1 AA559 0 6'' 1' 2' SCALE: 1" = 1'-0" 6 PARAPET LEVEL EAST-2 AA559 0 6'' 1' 2' 12/17/08 JDR, EJD LGA, JAW A300C.2 See sheets AA123 for plan information, AA210 for elevation information, and AA326 for wall section information 06.29.09