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HomeMy WebLinkAboutAA401 Enlarged PlansProject: 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 AA401 Enlarged Plans Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP,LLC. © COPYRIGHT 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 XXX A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( *+,%!"#$ -"./%# Wednesday, June 10, 2009; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.100:Bid Set A.100.pln 33 17 S402 1'-0" MIN. 2'-0" KEYWAY MASONRY VENEER N.I.C. GUARD RAILING SYSTEM N.I.C. LIMESTONE WALL CAP N.I.C. HAND RAILING N.I.C. PAVERS N.I.C. EL. = -13'-3" T/SLAB 6" 71/4" 2" 1'-8" 1" 1'-6" 5" 8" 5" 1" MIN. 1" MIN. 3'-0" VARIES 67/8" CONC. WALLS WILL BE CORE DRILLED FOR RAILING ANCHORS MASONRY VENEER N.I.C. 1/2" EXP. JOINT EL. = -16'-9 1/2" T/CONC. SLAB EL. = VARIES T/CONC. SLAB EL. = VARIES T/FND WALL SEE STRUCTURAL DRAWINGS FOR ALL FOUNDATION DETAILS 1/2" EXP. JOINT CONCRETE H.C. RAMP SLAB SEE STRUCTURAL COMPACT GRANULAR FILL RAILINGS N.I.C. STEP BRICK LEDGE AS REQ. TO MAINTAIN MIN. 1" COVRAGE OF BRICK LIMESTONE WALL CAP N.I.C. WALL MOUNTED HAND RAILING N.I.C. SCALE: 1/2" = 1'-0" 7 RAMP & STAIR DETAIL AA401 2 AA401 - 5'-0" MIN. 1'-8" 1" 1" 1'-6" 5'-2" 1'-1" 5" 8" 6" 71/4" 2" 5" 8" 5" 1" 1" 1'-3" 1" MIN. 1" MIN. VARIES 67/8" 1/2" EXP. JOINT RAILINGS N.I.C. PLANTER SEE STRUCTURAL DRAWINGS FOR ALL FOUNDATION DETAILS CONCRETE H.C. RAMP SLAB SEE STRUCTURAL LIMESTONE WALL CAP N.I.C. STEP BRICK LEDGE AS REQ. COMPACTED GRANULAR FILL CONCRETE SLAB SEE STRUCTURAL MASONRY VENEER N.I.C. EL. = VARIES T/CONC. SLAB EL. = VARIES T/FND WALL EL. = VARIES T/CONC. SLAB SEE PLAN 1/2" EXP. JOINT SCALE: 1/2" = 1'-0" 6 RAMP & STAIR DETAIL AA401 4 AA401 - 97/8" 1'-8" 1" 1" 1'-6" 5'-0" 1'-6" 5" 8" 5" 6" 101/4" 2" 8" 5" 5" 1" MIN. 1" MIN. 2'-101/2" EL. = -12'-5 1/8" T/FND WALL EL. = -13'-3" T/CONC. SLAB COMPACTED GRANULAR FILL 1/2" EXP. JOINT RAILINGS N.I.C. LIMESTONE WALL CAP N.I.C. CONCRETE SLAB SEE STRUCTURAL PAVERS N.I.C. SEE STRUCTURAL DRAWINGS FOR ALL FOUNDATION DETAILS MASONRY VENEER N.I.C. 1/2" EXP. JOINT CONCRETE SLAB SEE STRUCTURAL EL. = -16'-1 1/2" T/CONC. SLAB SCALE: 1/2" = 1'-0" 5 RAMP & STAIR DETAIL AA401 5 AA401 - 21 SA402 21 SA402 6 RISERS @ 6 1/4" = 3'-1 1/2" 11/2" 6" 6" 1'-0" 21/2" 5 TREADS @ 1'-0" = 5'-0" 3'-0" 1'-0" 4" 4" 6" 10" 3'-6" 10" 1'-0" 4" GUARD RAILING SYSTEM N.I.C. HAND RAILING N.I.C. TOP OF SLAB LIMESTONE WALL CAP N.I.C. EL. = -16'-1 1/2" T/CONC. EL. = -13'-0" T/PAVER MASONRY VENEER N.I.C. LIMESTONE TREADS & RISERS, N.I.C. TOP OF PAVERS KEYWAY SEE STRUCTURAL DRAWINGS FOR ALL FOUNDATION DETAILS C.I.P. STAIR, REF. STRUCTURAL KEYWAY 1/2" EXPANSION JOINT EL. = -13'-3" T/SLAB SCALE: 1/2" = 1'-0" 4 RAMP & STAIR DETAIL AA401 6 AA401 - Q Q.2 Q.5 7 AA401 - 2 AA401 - 4 AA401 - 5 AA401 - 1 AA403 2 - AA403 5 - AA403 - 6 AA403 - 7 AA403 - 8 AA403 - 4 AA403 - 3 AA403 - 16.1 16 13 12.9 5'-2" 30'-0" MAX. 2'-0" 3'-0" 5'-0" 5'-2" 15'-6" 2'-0" 8'-4" 8'-11/8" 13'-429/32" 5'-0" 1'-6" 5'-2" 1'-463/64" 1'-6" GUARD RAILING SYSTEM N.I.C. MAX. RAMP SLOPE TO BE 1:12 MAX. RAMP SLOPE TO BE 1:12 ALIGN EDGE OF PAVERS @ TOP OF RAMP W/ EDGE OF PAVERS @ TOP OF STAIR -13'-0" 6 RISERS @ 6 1/4" = 3'-1 1/2" 5 TREADS @ 12" = 5'-0" PLANTER H.C. RAMP LANDING AT CHANGE OF DIRECTION RAMP SHALL BE CLEAR AND LEVEL LIMESTONE WALL CAP N.I.C. GUARD RAILING SYSTEM N.I.C. HAND RAILING N.I.C. BRICK VENEER BELOW N.I.C. GUARD RAILING SYSTEM N.I.C. HAND RAILING N.I.C. LIMESTONE WALL CAP N.I.C. BRICK VENEER BELOW N.I.C. HAND RAIL TO EXTEND MIN. 1'-0" BEYOND BOTTOM OF RAMP AND SHALL BE PARALLEL WITH FLOOR, N.I.C. WRAP STRUCTURAL COLUMN WITH BRICK VENEER 3 SIDES UP TO CEILING - PROVIDE BLOCK FOR BRICK BEARING IN PLANTER, N.I.C. HAND RAIL TO CONTINUE TO SLOPE THE DISTANCE OF ONE TREAD DEPTH BEYOND THE BOTTOM RISER THEN CONTINUE MIN. 1'-0" PARALLEL WITH FLOOR, N.I.C. HAND RAIL TO EXTEND PARALLEL WITH FLOOR MIN. 1'-0" BEYOND LAST RISER, N.I.C. HAND RAIL TO EXTEND MIN. 1'-0" BEYOND TOP OF RAMP AND SHALL BE PARALLEL WITH LANDING, N.I.C. BRICK VENEER N.I.C. HAND RAILING N.I.C. LIMESTONE WALL CAP N.I.C. -15'-6" -16'-9 1/2" -16'-9 1/2" -16'-1 1/2" -16'-7" -16'-10" SCALE: 1/2" = 1'-0" 3 RAMP & STAIR DETAIL AA401 VARIES 2'-61/2" Clear plumbing by minumum of 4" 1'-03/4" 8'-0" FIELD VERIFY 21/2" 3'-6" 4" EQ. EQ. 19'-0" WALL GALV. LADDER, OSHA COMPLIANT GALV. 42" HIGH RAILING WITH HORIZONTAL INTERMEDIATE AND TOE KICK GALV. 42" HIGH RAILING WITH HORIZONTAL INTERMEDIATE AND TOE KICK GALV. STEEL GRATING COORDINATE WITH OTHER TRADES CONCRETE SLAB CONCRETE SLAB WALL GALV. LADDER GALV. 1 1/2" STEEL C.I.P. CONCRETE WALL, SEE STRUCTURAL DRAWINGS TUBING, WELDED UTILITY TUNNEL PLAN SCALE: 1/2" = 1'-0" 2 TUNNEL ACCESS DETAIL AA401 17 S402 5" 8" 5" 1'-6" 1'-8" 1" 1'-6" 1" 1" MIN. 3'-0" 3'-6" 1/2" EXP. JOINT CONCRETE SLAB SEE STRUCTURAL GUARD RAILING SYSTEM N.I.C. MAX. RAMP SLOPE TO BE 1:12 KEYWAY CONCRETE H.C. RAMP SLAB SEE STRUCTURAL MASONRY VENEER N.I.C. LIMESTONE WALL CAP N.I.C. HAND RAILING N.I.C. BRICK VENEER COVERED MIN. 1" BY RAMP SLAB STEP BRICK LEDGE AS REQ. SEE STRUCTURAL DRAWINGS FOR ALL FOUNDATION DETAILS SCALE: 1/2" = 1'-0" 1 RAMP & STAIR DETAIL AA401 04.21.06 06.10.09 A.100 RJP, JPM JAW