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HomeMy WebLinkAboutAA606 DOOR AND WINDOW SCHEDULEProject: 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 AA606 DOOR AND WINDOW SCHEDULE Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 ! " #$ ## %& ’ %% !"#$%&’()! !"#$%$&’() *+,%!"#$ Tuesday, July 14, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:Door/Window Schedule :CCC BLDG A Door/Window Sch.pln 32 32 32 32 32 32 32 32 32 16 15 16 15 15 2" 6'-6" 2" 1'-10" 1'-4" 8'-8" 10'-6" 2" 1'-1" 2" 7'-7" 2" 1'-2" 2" 2" 10" 2" 3'-2" 2" 10" 2" 5'-6" 5'-6" 5'-6" 2" 4'-1" 2" 4'-1" 2" 6'-0" 2" 4'-1" 2" 4'-1" 2" 23'-4" 6'-4" E.Q. E.Q. 10" 6'-8 1/2" 5 1/2" 8'-0" G-2 G-2 G-2 G-1 G-1 G-1 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-1 G-1 G-1 G-1 G-1 G-1 G-1 G-1 G-1 G-2 G-1 G-2 G-1 17 18 17 19 19 2" 5'-10" 2" 1'-10" 2'-0" 8'-0" 2" 6'-2" 2" 6'-0" 2" 6'-2" 2" 19'-0" 10" 6'-8 1/2" 5 1/2" 8'-0" 2" 7'-2" 2" 3'-4" 2" 11'-0" 13'-2" 2" 2'-8" 2" 3'-0" 2" 5'-5 7/8" 2" 5'-5 7/8" 2" 2" 2'-8" 2" 11'-5 3/4" 3'-0" G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-1 G-1 G-1 G-1 G-1 G-1 G-1 21 2" 6'-1 1/2" 2" 1'-8" 2" 1'-8 1/2" 8'-3 1/2" 2" E.Q. 2" E.Q. 2" E.Q. 2" E.Q. 2" 23'-8" 2" E.Q. 2" E.Q. 2" E.Q. 2" 2" E.Q. 2" E.Q. 2" E.Q. 2" E.Q. 2" 10" 6'-8 1/2" 5 1/2" 8'-0" 6'-4" E.Q. E.Q. 1 1 G2 G2 G2 G2 G2 G2 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 20 7'-5 1/2" 1'-4" 6'-8" 2" 1'-10" 8'-8" 2" 1'-7 3/4" 2" 3'-6" 2" 1'-7 3/4" 2" 23'-7" 2" 6'-0" 2" 2" 1'-7 3/4" 2" 3'-6" 2" 1'-7 3/4" 2" 6'-4" 7'-5 1/2" E.Q. E.Q. 10" 6'-8 1/2" 5 1/2" 8'-0" G-2 G-2 G-2 G-2 G-2 G-2 G-1 G-1 G-1 G-1 G-1 G-1 G-1 G-2 G-2 22 10" 6'-8 1/2" 5 1/2" 2" 11" 2" E.Q. E.Q. 1'-3" 8'-6" 10" 2'-8" 2" 4'-4" 2" 8'-2" 1'-10" 11'-11 5/8" 8'-0" R 5'-63/4" G-1 G-2 G-2 G-2 G-2 G-2 G-2 SELF-ADHERING RUBBERIZED FLASHING AT LINTEL W/ BOLT CONNECTION MORTAR NET BRICK VENEER 5/8" EXTERIOR SHEATHING WEATHER BARRIER STEEL TUBE AND PLATE ASSEMBLY S-SERIES DRAWINGS ALUMINUM STOREFRONT / CURTAIN WALL 5/8" GYP. BD. (N.I.C.) VAPOR BARRIER 1 1/2" RIGID INSULATION 1/2" MTL. HAT CHANNEL THRU WALL FLASHING 8" MTL. STUD FRAMING BACKER ROD AND SEALANT 3/4" (MIN.) 1/2" 2" RIGID INSULATION 8" CMU 1 1/2" RIGID INSUL. EFIS VENEER BACKER ROD AND SEALANT ALUMINUM STOREFRONT / CURTAIN WALL GRANITE BASE 1 1/2" RIGID INSULATION BACKER ROD AND SEALANT 1" INSULATED METAL PANEL ALUMINUM STOREFRONT / CURTAIN WALL 2" RIGID INSULATION 2" Z-FURRING 8" CMU BREAK METAL CLOSURE STEEL TUBE COLUMN REF. S-SERIES DRAWINGS CONC. SLAB S-SERIES DRAWINGS ALUMINUM STOREFRONT SADDLE/THRESHOLD SET IN ASPHALTIC MASTIC SPANING EXPANSION JOINT 23 24 23 8'-0" 6'-11 5/8" 8'-0" 3'-11" 2" 3'-9" 2" EQ. EQ. 8'-0" 10" 7'-2" 2" 2" 8'-6 5/8" 2" 6 3/4" 1'-4" 8'-10 5/8" 11" 3'-0 7/8" 2" 6'-0" 2" 22'-11 5/8" 2" 3'-9" 2" 3'-9" 2" R 23'-0" 1 1 1 G1 G1 G1 G2 G2 G2 G2 G2 G2 26 25 8'-0" 2" 8" 2" 2'-11" 2" 2'-11" 2" 8" 2" 2" 8" 2" 2'-11" 2" 2'-11" 2" 8" 2" 10" 7'-2" 2" 1'-8" 2" 10'-0" 2" 6'-6" 2" 1'-8" 2" 1'-4" 8'-8" 8'-0" E.Q. E.Q. 8'-0" 10" 6'-8 1/2" 5 1/2" G-2 G-2 G-2 G-1 G-1 G-1 G-1 G-2 G-1 G-2 G-1 G-2 G-1 G-2 G-1 G-2 4" CONC SLAB, W/ TURNDOWN, REF S- SERIES DWGS RIGID INSULATION DOOR OF ALMUN. STOREFRONT WINDOW SYSTEM DOOR SILL SET IN ASPHALTIC MASTIC PAVERS, HOLD 1/4" DOWN FROM T/O SLAB @ DOOR SILL, REF. CIVIL DWGS EXISTING CONC STRUCTURE & SLAB AS SHOWN (FIELD VERIFY) 1/2" EXP. JT. MATERIAL SELF-ADHERING FLASHING EXTEND UP WALL AND BENEATH DOOR SILL FLASHING 8" CMU, GROUTED SOLID, REF S-SERIES DWGS DOOR SILL FLASHING SHIM BACKER ROD AND SEALANT BRICK BRICK BACK-UP STOREFRONT / CURTAIN WALL # VARIES GRANITE BASE RETURN @ CURTAIN WALL ALUM CURTAIN WALL SYSTEM GRANITE BASE RETURN BACKER ROD AND SEALANT BETWEEN STONE BASE AND STOREFRONT FRAME BELOW EXPANSION JOINT SYSTEM @ PLAZA ALUM THRESHOLD EXTENDED OVER EXPANSION JOINT GRANITE BASE 5/8" FIRE RETARDANT PLYWOOD FACE OF GRANITE SILL ABOVE PLAN VIEW 3 5/8" PREFIN. BRAKE METAL FILLER ALUM. STOREFRONT BRICK VENEER 8" CFS STUD BACKER ROD AND SEALANT STONE BASE BELOW CMU BELOW 5/8" EXTERIOR SHEATHING LINE OF WALL BELOW 1 2 GENERAL NOTES A. ALL FRAME OVERALL DIMENSIONS ARE TO ROUGH OPENING. FIELD MEASURE OPENINGS FOR SHOP DRAWINGS B. VERTICAL MEMBERS OF CURTAIN WALL TO EXTEND DOWN TO FOUNDATION WALL (+2'-0") KEY NOTES PREFINISHED BRAKE METAL TRIM PROVIDE DESIGN TO REDUCE OIL CANING 20a 20b 2" 2'-8 1/4" 2" 3'-0 1/4" 2" 6'-6" 2" 1'-10" 8'-8" G1 G2 (3/4") MIN. 5/8" EXT. SHEATHING FLASHING TAPE WRAP MESH (2") MIN. AT UNDERSIDE OF EPS FLASHING TAPE OVER HEAD FLASHING SEALANT W/ BACKER ROD CONTINUOUS FLASHING AND SEALANT EIFS PRIMER TO RECIEVE SEALANT 8" STEEL STUD BATT INSULATION HEADER BEAM REFERENCE S- SERIES DRAWINGS ALUM. STOREFRONT/ CURTAIN WALL FRAME EFIS FINISH PERIMETER FASTENER ALUM CURTAIN WALL SYSTEM BACKER ROD AND SEALANT BETWEEN STONE BASE AND STOREFRONT FRAME BELOW BRICK VENEER FACE OF GRANITE SILL SILL CAP GRANITE SILL SILL LEVEL GLAZING LEVEL PLAN VIEW PRE-FINISHED ALUMINIUM TRIM AS REQUIRED ALUM CURTAIN WALL SYSTEM GRANITE BASE RETURN BACKER ROD AND SEALANT BETWEEN STONE BASE AND STOREFRONT FRAME BELOW 4" CMU FACE OF GRANITE SILL BELOW 1 1/4" GRANITE PANEL SILL CAP GRANITE SILL SILL LEVEL PLAN VIEW PRE-FINISHED ALUMINIUM TRIM AS REQUIRED # VARIES ALUMINUM CURTAIN WALL WINDOW SYSTEM FIRE-RESISTIVE, PRESSURE TREATED PLYWOOD PANEL VERTICAL MULLION, EXTENDED DOWN TO CMU 8" CMU, REF S-SERIES DWGS STONE PANEL STONE SILL FLASHING PRE-FINISHED BRAKEMETAL TRIM AS REQUIRED, REF. 4/AA606 CURTAIN WALL JAMB RETURN GRANITE @ SILL PROFILE TO CLOSE AIR SPACE THIN VENEER GRANITE @ JAMB TO CLOSE AIR SPACE REF. 11/AA606 ALUMINIUM CURTAIN WALL THIN VENEER GRANITE @ JAMB TO CLOSE AIR SPACE REF. 8/AA606 8" CMU, REF. SISERIES DWGS. 4" CMU BRICK VENEER OR EFIS GRANITE SILL PROFILE 1 1/4" GANITE PANEL GRANITE SILL PROFILE 1 1/4" GANITE PANEL 5/8" FIRE RETARDANT PLYWOOD 2 AA508 6 AA508 4 AA508 5 AA508 1 AA508 2' VARIES 6" CMU 4" CMU RIBBON SLAB 4" CMU 6" CMU FIRE RETARDANT PLYWOOD 0'- 0" 2'-0' 4" CMU 8" CMU FIRE RETARDANT PLYWOOD 4" CMU 2 1/2" HOLD BACK 2 1/2" FOR GRANITE BASE RETURN HOLD BACK 2 1/2" FOR GRANITE BASE RETURN BACK-UP FOR GRANITE VENEER VENEER ABOVE VARIES SLOPED GRANITE SILL THIN VENEER GRANITE PANEL JOINT IN GRANITE SCALE: 1 1/2"= 1'-0" 3 STOREFRONT WINDOW HEAD AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 5 STOREFRONT WINDOW SILL AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 1 STOREFRONT DOOR JAMB AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 2 STOREFRONT DOOR SILL AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 6 STOREFRONT DOOR SILL AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 7 STOREFRONT MASONRY DETAIL AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 8 STOREFRONT JAMB DETAIL AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 9 STOREFRONT JAMB DETAIL AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 10 STOREFRONT HEAD DETAIL AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 4 JAMB DETAIL AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 11 JAMB DETAIL AA606 0 6'' 12'' 18'' SCALE: 1 1/2"= 1'-0" 12 STOREFRONT DETAIL AA606 0 6'' 12'' 18'' NOT TO SCALE 13 TYPICAL GRANITE BASE RETURN @ JAMBS AA606 SCALE: 1/2" = 1'-0" TYPICAL CMU ELEVATION NOT TO SCALE TYPICAL GRANITE BASE RETURN !"#"$%& ’!(’!)*+$)* ,-(%../(,)--"/ 0/(0’/%(./(1/.23(/"’%"/ 0/4.5(.16+.$’!(0’/%(./(1/.23(/"’%"/ %7(%../(7"$7./(4"!"06/+0’!(0.$6’065 "1("!"06/.$+0(%+06+.$’/3(8+69(19.$"(7"/:+0" ;#(;/.76"%(#!’-+$# 9*(9.!!.8(*"6’! !#(!’*+$’6"%(#!’-+$# 1’$+0(1’$+0(9’/%8’/" 71(71’$%/"!(1’$"! 77(76’+$!"77(76""! 76(76""! 6#(6"*1"/"%(#!’-+$# 8%(8..% 8#(8+/"%(#!’-+$# 631"(+$(709"%)!"& ((+$%+0’6"7(%../(631"(47""(%../(’$%(;/’*"("!":’6+.$75 ,<= ((+$%+0’6"7(;/’*"(631"(47""(%../(’$%(;/’*"("!":’6+.$75 ((+$%+0’6"7(>(%../(!"’:"7(.;(%../(631"(47""(%../(’$% ((;/’*"("!":’6+.$75 ,,<= ((+$%+0’6"7(;/’*"(631"(47""(%../(’$%(;/’*"("!":’6+.$75 #"$"/’!($.6"7& ’?(69+7(%../(709"%)!"(+7(;)/$+79"%(’7(’77+76’$0"(1/.:+%"% (6.(69"(0.$6/’06./?((69"(0.$6/’06./(+7(/"71.$7+,!" ;./("2’*+$+$#(69"(89.!"(%/’8+$#(7"6(’$% 71"0+;+0’6+.$7(6.(0.*1/"9"$%(69"("26"$6(.;(%../(’$% ;/’*"(+$;./*’6+.$(+$0!)%+$#(@)’$6+63(.;("’09?((+;(’ %../A(;/’*"(./(7+%"!+#96(79.8$(.$(69"(%/’8+$#(+7 .*+66"%(;/.*(69+7(709"%)!"A(1/.:+%"(7’*"(’7(/"@)+/"% ;./(7+*+!’/(.1"$+$#7? ,? (;./(’$3(%../(/"@)+/+$#(’(/..*B+$%"$6+;+0’6+.$(7+#$A 7""(71"0+;+0’6+.$(=C(=D(CC? 0? (’!!(#!’-+$#(=E(+$7)!’6"%(#!’77()?$?.? #!’-+$#(709"%)!"& #B=((( (=E(+$7)!’6"%(!.8(B" #B> (=E(+$7)!’6"%(!.8(B"(6# 12/17/08 06/29/09 A300 RJP LGA, JAW