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HomeMy WebLinkAbout06070006 Exterior Elevations, Wall Sections and Details Founder's Building VOWC Rcv. 10/12/2006 DOCS Apprv. CCPCoa �� N MLAS I LK, I YF'IGAL. ON CENTER LINE OF BETWEEN PILASTERS, TYPICAL. WINDOWS, TYPICAL. r_f NORTH ELEVATION A -501 1/4' = 1' -0' vuv 11-1 It .j I VI.I.V r-A 1 1MIN ON CENTER LINE OF WINDOWS, TYPICAL. T.O. PARAPET 32 -3 T.O. ROOF f 30' -2 1/2-IV !P. P. P. 2ND FLOOR 16 -0 1 ST FLOOR 0 -0 NOTE: COORDINATE GRADE WITH CIVIL DRAWINGS. L G ELEVATION KEY NOTES Ot CAST STONE CAPITAL O2 CAST STONE BASE. O3 STUCCO, PAINTED. O4 WOOD TRIM, PAINTED. O5 WALL RECESS, SEE DETAIL 2/A -201 O6 1/2" REVEAL IN STUCCO. O7 ALUMINUM COPING GALUMINUM CONDUCTOR HEAD AND DOWNSPOUT. O9 EXTERIOR STEEL EXIT STAIR, PAiNiED. 10 LIGHT FIXTURE. ' v� � •���i � 1 IL(1J 1 LI \J, 1 1 rlliliL. WINDOWS, TYPICAL. z EAST ELEVATION L 1�2v 1/40 = Ii-ON %TTERN WITH PILASTER OR TTERN IN ORDINATE GRADE DRAWINGS. _j I FOUNDER'S PoU LD NG VILLLAGE OF WEST CLAY CARMEL, INDIANA Owner Brenwick Development Corporation 12821 E. New Market Street Suite 200 Carmel, Indiana 46032 317 574 3400 Architect / Landscape Architect RATIO Architects, Inc. Suite 100, Schrader Building 107 South Pennsylvania Street Indianapolis, Indiana 46204 -3684 317 633 4040 Structural Engineer Lynch, Harrison, & Brumleve 550 Virginia Avenue Indianapolis, Indiana 46203 317 423 1550 oil - 1 i J +.f�er��rsrinr�.�r.• � - 1 A = l _ _ If DRAWN BY FCR �1tct3tt t€1t1ttr, SRO ��,• *a�' �`- 04 CHECKED BY 4154 STATE- Of: +•' APPROVED BY ©' o' COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ©'A ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIACALLY RESERVED. REVISIONS Q QPOST -BID MODIFICATIO 10/02/06 SQ Q A Q zn� Q SHEET TITLE BUILDING ELEVATIONS PROJECT NO. SHEET NUMBER 06005.000 A=501 DATE August 14, 2006 v J m -Y O w O � C N O - .o E v r-, .0 Z Q L O N a� E CL 0 Q U 0 Q / 0 Q U >. N _v �t 00 3-o 0 L N O O O O >` vcfl� N O E 0 O N a% U-) Q W (n 0 L: C) E o a v LL. V, Z oU) - L v LL_ a- J o n, 1 >_ cV F- T.O. ROOF f 30' -2 1/2" UL. 1 TTI -L-IY r ILMO I F-RO, 1 1 MUML. UN UtN I tK LINt Ur F'ILAS I tK, I YF'ICAL. WINDOWS, TYPICAL. 1 SOUTH ELEVATON -50 SCALE: 1/4"=l'-O" ELEVATION KEY NOTES Ot CAST STONE CAPITAL. O2 CAST STONE BASE. O3 STUCCO, PAINTED. O4 WOOD TRIM, PAINTED. O5 WALL RECESS, SEE DETAIL 2/A -201 6O 1/2" REVEAL IN STUCCO. O7 ALUMINUM COPING O8 ALUMINUM CONDUCTOR HEAD AND DOWNSPOUT. 9O EXTERIOR STEEL EXIT STAIR, PAINTED. 10 LIGHT FIXTURE ORDINATE GRADE , DRAWINGS. _ •� • • •"• •"• VI\ VL11 1 LIN LnvL yr tlt I YYttN F'ILAS I tKS, I YF'ICAL. WINDOWS, TYPICAL. 2 WEST ELEVATION -50 SCALE: 11/4"=V-0" ON CENTER LINE OF WINDOWS, TYPICAL. ORDINATE GRADE m 1 n U vi!_ DRAWINGS. _j I FOUNDER'S 15--)n n ig)UUILD MG VILLLAGE OF WEST CLAY CARMEL, INDIANA Owner Brenwick Development Corporation 12821 E. New Market Street Suite 200 Carmel, Indiana 46032 317 574 3400 Architect / Landscape Architect RATIO Architects, Inc. Suite 100, Schrader Building 107 South Pennsylvania Street Indianapolis, Indiana 46204 -3684 317 633 4040 Structural Engineer Lynch, Harrison, & Brumleve 550 Virginia Avenue Indianapolis, Indiana 46203 317 423 1550 i A. i u I L ZLA y r L' iaa !•�!l•r,fti \r I t A J Vat- DRAWN BY JTM 0 4 CHECKED BY •'s, No 41 STATE Of i APPROVED BY © COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ®De ENGINEERING DRAWING IS OVEN IN CONADENCE AND 74 vj SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIACALLY RESERVED. REVISIONS A A A2 MODIFICATIO 10/02/06 SQ zn� A A A zn� Z� SHEET TITLE BUILDING ELEVATIONS PROJECT NO. SHEET NUMBER 06005.000 A=502 DATE August 14, 2006 SCHEDULED WINDOW 12" WF DURISOL WALL FORM (R -14) STUCCO ON 1/2" EXTERIOR PLYWOOD ON 20 FURRING SEE STRUCTRUAL DWGS. FOR REINFORCING NOTES 3" INSULATION INSERT TYPICAL SCHEDULED TRANSOM SCHEDULED DOOR 1' -10$" TURN MEMBRANE ROOFING UP PARAPET AND UNDER COPING `TYPICAL ROOF CONSTRUCTION, SEE STRUCTURAL DWGS. CEILING HEIGHTO_ 26' -0 5/8 " GWB. CEILING BLOCK OPENING 24'-Om �12" WF DURISOL R SOL WALL FORM (R -14) TURN SLAB DOWN AT METAL THRESHOLD DOOR OPENINGS. COVERING 1/2" EXPANSION JOINT EXTERIOR SIDEWALK, COORDINATE W /CIVIL /- CONCRETE SLAB AT APPLY PARGING AND ---- DAMPROOFING TO ALL FOAM PLASTIC BOARD INSULATION " GWB ON 2X2 5/8 FURRING V-1 �" TYPICAL FLOOR CONSTRUCTION FUTURE WALL FINISH, N.I.C. i 12" DURISOL WALL FORM g RIGID INSULATION ENGINEERING DRAWING IS GIVEN W CONFlDENCE AND -40 5/8" GWB ON 20 BLOCK OPENING •' l FURRING 1 17'-3 3/16 " REVISIONS BLOCK OPENINGq�_ •' '' I 17'-3 3/16 16 -0 r• :. A A T.O. SLAB :., 16 -0 N -: -cz '161 ' TYPICAL FLOOR CONSTRUCTION 13. .� CONSTRUCTION, SEE �. << STRUCTURAL DWGS. ' FURRING AT EN CEILING HEIGHT :: 1 13 -6Aft -40 BLOCK OPENINGrih 5/8" GWB. CEILING BLOCK OPENING iv -o t - - - -- 5 8" / GWB ON 20 FURRING AT ENTRY ..- f 8 -40 LOBBY 102 I I I 8 A -4o1 TURN SLAB DOWN AT METAL THRESHOLD DOOR OPENINGS. COVERING 1/2" EXPANSION JOINT EXTERIOR SIDEWALK, COORDINATE W /CIVIL /- CONCRETE SLAB AT APPLY PARGING AND ---- DAMPROOFING TO ALL FOAM PLASTIC BOARD INSULATION " GWB ON 2X2 5/8 FURRING V-1 �" TYPICAL FLOOR CONSTRUCTION FUTURE WALL FINISH, N.I.C. i 12" DURISOL WALL FORM I1 J 3 CONCRETE SLAB ENTRY LOBBY 1i SEE STRUCTURA DWGS FOR DETA 2" UNDER -SLAB INSULATION AT PERIMETER. PERIMETER BLOCK OPENING T.O. SLAB T.O. SLAB rl 0 -0 FLASHING : F •I ( > APPLY DAMPROOFING FUTURE 6" DRAM FILL AND VAPOR ON 4" CMU, TYP. RETARDER 4" CMU FOR BASE .................................. 4" AREAS OF EXPOSED Q '' �r.: 2" UNDER -SLAB 0 ' ` F SUPPORT INSULATION AT PERIMETER. t y DURISOL, TYP. A :, : •.•.. ..• � ... • .,. • -;. : :; : .:- APPLY PARGING TO :� . .,• :; • ' , . . ...... SEE STRUCTURAL DWGS. FOR FOUNDATION AND REINFORCING NOTES WALL SECTION A -601 1/2 = 1' -0" SEE STRUCTURAL DWGS FOR_/ FOUNDATION AND REINFORCING NOTES 2 WALL SECTION A -601 1/2 " = 1' -O" OUTSIDE FACES OF ALL DURISOL BLOCK UNDER GRADE LINE, TYP. 3 WALL SECTION A -6o1 1/2 = 1' -0" SEE STRUCTL,.,,,- FOUNDATION AND REINFORCING NOTES 4 WALL SECTION A -601 1/2 "= i' -0" )CK WALLdth 32 -U OF DECK VARIESqV ). SLAB 1 A.F.F 4 SIM. - 0 T.O. BLOCK WALL PREFORMED ALUMINUM 4 32 -o COPING - SLOPE TO DRAIN STUCCO .r PREFORMED ALUMINUM COPING, TURN FLASHING UP AND UNDER STUCCO - SLOPE TO DRAIN. BY OTHERS. T.0 WALL T.O. ROOF DECK CO VARIESNY COORDINATE WALL OF PROPOSED ADJACENT BUILDING SHOWN FOR REFERENCE ONLY, N.I.C. SEE STRUCTURAL DWGS FOR--/ FOUNDATION AND REINFORCING NOTES 5 WALL SECTION A -601 1 /2" = 1' -0" TYPICAL FLOOR CONSTRUCTION FUTURE WALL FINISH, N.I.C. 4 SIM. -6 PREFORMED ALUMINUM := COPING - SLOPE TO DRAIN STUCCO 'UTURE CONCRETE SLAB, N.I.C. UNDER -SLAB gSULATION AT 'ERIMETER UTURE 6" DRAINAGE ILL AND VAPOR ETARDER Old .4 MIM& pit APPLY PARGING AND DAMPROOFING TO ALL AREAS OF EXPOSED DURISOL, TYP. TYPICAL ROOF CONSTRUCTION, SEE STRUCTURAL DWGS. FUTURE CONCRETE SLAB, N.I.C. T.O. SLAB 0 -0" 2" UNDER -SLAB RIGID INSULATION AT PERIMETER. TURN EPDM ROOFING UP PARAPET AND UNDER COPING CANT STRIP 10'- SEE STRUCTURAL DWGS FOR-/ F " " FOUNDATION AND REINFORCING NOTES s WALL SECTION A -601 1/2 = 1' -0" 2 UNDER -SLAB INSULATION AT PERIMETER. OU DE S UILDI G VI LLLAG E OF WEST CLAY CARMEL, INDIANA Owner Brenwick Development Corporation 12821 E. New Market Street Suite 200 Carmel, Indiana 46032 317 574 3400 Architect / Landscape Architect RATIO Architects, Inc. Suite 100, Schrader Building 107 South Pennsylvania Street Indianapolis, Indiana 46204 -3684 317 633 4040 Structural Engineer Lynch, Harrison, & Brumleve 550 Virginia Avenue Indianapolis, Indiana 46203 317 423 1550 DRAWN BY BRO CHECKED BY No 4, i STATE Of * R� +� O1 APPROVED BY aDd COPYRIGHT NOTICE THIS ARCHITECTURAL AND 5 ENGINEERING DRAWING IS GIVEN W CONFlDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT BLOCK OPENING •' l '' ° 1 17'-3 3/16 " REVISIONS ' T.O. SLAB 16 -0 r• :. A A T'fPICAL FLOOR -: CONSTRUCTION 13. .� 5/8" GWB ON FURRING AT EN f :.• :: 1 LOBBY 102 -40 BLOCK OPENINGrih I1 J 3 CONCRETE SLAB ENTRY LOBBY 1i SEE STRUCTURA DWGS FOR DETA 2" UNDER -SLAB INSULATION AT PERIMETER. PERIMETER BLOCK OPENING T.O. SLAB T.O. SLAB rl 0 -0 FLASHING : F •I ( > APPLY DAMPROOFING FUTURE 6" DRAM FILL AND VAPOR ON 4" CMU, TYP. RETARDER 4" CMU FOR BASE .................................. 4" AREAS OF EXPOSED Q '' �r.: 2" UNDER -SLAB 0 ' ` F SUPPORT INSULATION AT PERIMETER. t y DURISOL, TYP. A :, : •.•.. ..• � ... • .,. • -;. : :; : .:- APPLY PARGING TO :� . .,• :; • ' , . . ...... SEE STRUCTURAL DWGS. FOR FOUNDATION AND REINFORCING NOTES WALL SECTION A -601 1/2 = 1' -0" SEE STRUCTURAL DWGS FOR_/ FOUNDATION AND REINFORCING NOTES 2 WALL SECTION A -601 1/2 " = 1' -O" OUTSIDE FACES OF ALL DURISOL BLOCK UNDER GRADE LINE, TYP. 3 WALL SECTION A -6o1 1/2 = 1' -0" SEE STRUCTL,.,,,- FOUNDATION AND REINFORCING NOTES 4 WALL SECTION A -601 1/2 "= i' -0" )CK WALLdth 32 -U OF DECK VARIESqV ). SLAB 1 A.F.F 4 SIM. - 0 T.O. BLOCK WALL PREFORMED ALUMINUM 4 32 -o COPING - SLOPE TO DRAIN STUCCO .r PREFORMED ALUMINUM COPING, TURN FLASHING UP AND UNDER STUCCO - SLOPE TO DRAIN. BY OTHERS. T.0 WALL T.O. ROOF DECK CO VARIESNY COORDINATE WALL OF PROPOSED ADJACENT BUILDING SHOWN FOR REFERENCE ONLY, N.I.C. SEE STRUCTURAL DWGS FOR--/ FOUNDATION AND REINFORCING NOTES 5 WALL SECTION A -601 1 /2" = 1' -0" TYPICAL FLOOR CONSTRUCTION FUTURE WALL FINISH, N.I.C. 4 SIM. -6 PREFORMED ALUMINUM := COPING - SLOPE TO DRAIN STUCCO 'UTURE CONCRETE SLAB, N.I.C. UNDER -SLAB gSULATION AT 'ERIMETER UTURE 6" DRAINAGE ILL AND VAPOR ETARDER Old .4 MIM& pit APPLY PARGING AND DAMPROOFING TO ALL AREAS OF EXPOSED DURISOL, TYP. TYPICAL ROOF CONSTRUCTION, SEE STRUCTURAL DWGS. FUTURE CONCRETE SLAB, N.I.C. T.O. SLAB 0 -0" 2" UNDER -SLAB RIGID INSULATION AT PERIMETER. TURN EPDM ROOFING UP PARAPET AND UNDER COPING CANT STRIP 10'- SEE STRUCTURAL DWGS FOR-/ F " " FOUNDATION AND REINFORCING NOTES s WALL SECTION A -601 1/2 = 1' -0" 2 UNDER -SLAB INSULATION AT PERIMETER. OU DE S UILDI G VI LLLAG E OF WEST CLAY CARMEL, INDIANA Owner Brenwick Development Corporation 12821 E. New Market Street Suite 200 Carmel, Indiana 46032 317 574 3400 Architect / Landscape Architect RATIO Architects, Inc. Suite 100, Schrader Building 107 South Pennsylvania Street Indianapolis, Indiana 46204 -3684 317 633 4040 Structural Engineer Lynch, Harrison, & Brumleve 550 Virginia Avenue Indianapolis, Indiana 46203 317 423 1550 DRAWN BY BRO CHECKED BY No 4, i STATE Of * R� +� O1 APPROVED BY aDd COPYRIGHT NOTICE THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN W CONFlDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT H11H RATIO ARCHITECTS, INC. NO OTHER US� DISSEMINATION OR DUPLICATION MAY BE MADE N11HWT RATIO PRIOR WRITTEN CONSENT OF RATIO ARCHIlEC15, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFlCALLY RESERVED. REVISIONS A A SHEET TITLE WALL SECTIONS PROJECT N0. SHEET NUMBER 06005.000 DATE ���0 August 14, 2006 U U J �0 •� v �> 0 0 .0 zQ U c L O N N -+- u) z3 ._ N N N Q U O Q a U E 00 J O >,40 � N _ ,0 U) (1) cD O O _ N O O O 3/ N CO U N 0 E O N-O awV) a E00 aLj_N z Q _0 v STUCCO W /METAL STOP AT BOTTOM EDGE METAL FLASHING AND ROOFING, TURN UP WALL FOR 8" MIN. 1/2- EXTERIOR GRADE PLYWOOD, SLOPE AT 1/4- PER FOOT DRIP EDGE PAINTED WOOD TRIM PROFILE B, SEE SHEET A -401 1X WOOD TRIM, PAINTED --- SOFFIT BOARD, PAINTED PAINTED WOOD TRIM PROFILE A, SEE SHEET A -401 SECTION DETAIL A -602 1-1/2 = 1' -0" STUCCO 1/4" BACKER ROD AND SEALANT SLOPE UPPER EDGE OF CAST STONE FOR DRAINAGE, TYP. 3/8" MORTAR JOINT, MORTAR COLOR TO MATCH CAST STONE /&,T.O. PIECE '1i/1,-0- 1/2- EXPANSION JOINT EXTERIOR SIDEWALK, COORDINATE LOCATION WITH CIVIL DWGS. CAST STONE, ATTACHMENTS PER i STONE MANUFACTURER DAMP PROOFING 4" CMU TO SUPPORT CAST STONE BASE SEE WALL SECTIONS AND STRUCTURAL DWGS FOR DURISOL NOTES 5 SECTION DETAIL A -602 1 -1/2" = 1' -0" 00 r- SIN 1 X WOOD TRIM, PAINTED 1' -91" V ° a; - 1 1X WOOD TRIM, PAINTED r_ .0 C U LD N ° 2X2 WOOD TRIM, PAINTED — °_ CARMEL, INDIANA SLOPE UPPER EDGE FOR Owner f DRAINAGE 12821 E. New Market Street Suite 200 Carmel, Indiana 46032 2X10 TREATED 317 574 3400 Architect / Landscape Architect WOOD FRAMING 16" O.C. — ATTACH 1X WOOD TRIM, PAINTED A4. TO DURISOL WITH / LAG SCREWS CAST STONE CAPITAL Structural Engineer BEYOND 550 Virginia Avenue Indianapolis, Indiana 46203 ° / DURISOL BLOCK, DRAWN BY SEE SECTIONS FOR DETAILS AND NOTES CHECKED BY # .,*. :!_,. * * 154 M, w *. STATE OF �� .� 3/8" BACKER ROD AND © o, COPYRIGHT NOTICE: THIS ARCHITECTURAL AND SEALANT SHALL BE USED ONLY PURSUANT TO THE AGREEMENT xf STUCCO PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND A.. ° `� 0 r2- SECTION DETAIL A -602 1-1/2 Is = 1'- 0" s SECTION DETAIL A -602 1-1/2 Is = 1' -0" s rok d- �=1d 51" 2 1X WOOD TRIM, PAINTED 3/8" BACKER ROD AND SEALANT CAST STONE CAPITAL, SEE DETAIL 7 -602. 3/8" BACKER ROD AND SEALANT B.O. CAPITAL 'It/24'-O" Y" 0 STAINLESS STEEL DOWEL CAST INTO CONCRETE, TYP. ON TOP AND BOTTOM STUCCO 3 SECTION DETAIL A -602 1-1/2" = 1' -0" K—T� CAPITAL PROFILE A -602 3" = 1' -0" 0 I 3,_1" PREFINISHED ALUMINUM ---� COPING 2X NAILERS J410. BLOCK WALL 32' -0 Ftfoo, SEALANT AT DRIP EDGE PAINT TREATED 2X4 NAILER WHERE EXPOSED 3/8" BACKER ROD AND SEALANT STUCCO 4 SECTION DETAIL A -602 1-1/2 Is = 1' -0" 2' -4" 8 CAPITAL ELEVATION A -602 1-1/2 Is = 1'- 0" d� d ° d ° TURN MEMBRANE ROOFING COPING UP WALL AND UNDER - 1 r_ .0 C U LD N VI LLLAG E OF WEST CLAY CARMEL, INDIANA Owner Brenwick Development Corporation 12821 E. New Market Street Suite 200 Carmel, Indiana 46032 317 574 3400 Architect / Landscape Architect RATIO Architects, Inc. Suite 100, Schrader Building 107 South Pennsylvania Street Indianapolis, Indiana 46204 -3684 317 633 4040 Structural Engineer Lynch, Harrison, & Brumleve 550 Virginia Avenue Indianapolis, Indiana 46203 317 423 1550 DRAWN BY CHECKED BY # .,*. * * 154 M, w *. STATE OF �� .� APPROVED BY © o, COPYRIGHT NOTICE: THIS ARCHITECTURAL AND © ©® ENGINEERING DRAWING IS OVEN IN CONADENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE FADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. REVISIONS 0 A A A 0 0 0 0 Q Z� SHEET TITLE - SECTION DETAILS PROJECT NO. SHEET NUMBER 06005.000 A=602 DATE August 14, 2006