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HomeMy WebLinkAboutA501 DetailsProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC Details 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 PUBLISHED 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 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A501 CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name 01 2/3/23 Carmel Review 1 1 2 2 3 3 4 4 5 5 A B C D A B C D NOT FORCONSTRUCTIONFriday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSE1'-2 3/4"1/2"1"1'-1 1/2"1/2"1"2"3/4"1 1/4"2 1/8"1 1/4"5 3/8"3"7 1/4"4'-6 1/4"8 5/8"1 5/8" 10 1/4" 4 1/4"1 1/8"5" 5/8" 1/2" 1 1/2"5/8" DIA. 1'-5 1/2"7"11" 11"12"MAX. 36"MIN. 32"1 1/2" DIA. HANDRAIL, PAINTED EXTEND HANDRAIL 12" BEYOND BOTTOM STEP TYP. 12" 11"12"7"11"MAX. 36"MIN. 32"1 1/2" DIA. HANDRAIL, PAINTED EXTEND HANDRAIL 12" BEYOND BOTTOM STEP TYP. 6"EQ.EQ.>30"MIN. 42" HIGH32" - 36" HIGH1 1/2" DIA. GUARDRAIL, PAINTED VERTICALS SPACED NO GREATER THAN 4'-0" O.C.<30"2'-6" 1'-0" 2'-9 1/4" 1'-0"15'-0"1'-0"5"2'-5 1/8"4"2'-10"3'-7"SEE BALCONY PLANS FOR OVERALL LENGTH 1 1/4" 1 3/4" 1/2" 8 1/2" EQ.2'-0"EQ. CENTER PANEL END PANELEND PANEL 1 1/4" X 1 1/4" BOTTOM RAIL TYP. 1 1/4" X 1 1/4" POST TYP. 1 1/4" X 1 1/4" TOP RAIL TYP. 1/2" X 1/2" MEMBERS TYP.TOP SLOPED CONC. PODIUM SLABS 1"6 1/2"1"1 7/8" 2" 3" 1 3/4" 1'-5" 2 5/8" 4 1/4" 3 1/2" 4 1/8" 2 5/8"3 3/4"1 1/4"3 1/2"1/2"2'-0 3/4"1/2"3 1/2"1/2"3 1/2"1 1/4"3 1/2" TYP.8 5/8"9 3/8"2 1/4"2 3/4"1"2 3/4"4"3'-8"SEE BALCONY PLANS FOR OVERALL LENGTH EQ.2'-0"EQ.1'-5"1 1/4"1'-8 1/2"1/2"3 1/2"1 1/4"2'-0 1/2"CENTER PANEL END PANELEND PANEL 1 1/4" X 1 1/4" BOTTOM RAIL TYP. 1 1/4" X 1 1/4" POST TYP.1 1/4" X 1 1/4" TOP RAIL TYP. 1/2" X 1/2" MEMBERS TYP. TOP SLOPED CONC. PODIUM SLABS 1 3/4" 2" 3" 1 1/2" 3 1/2" TYP. 4 1/2" 1'-4 1/2" 2 3/8" 4 1/4"3 1/2" 4 1/8" 2 3/8" 1 1/4" 2" 1/2" 8 1/4"3 3/4"8 5/8"9 3/8"1 3/4"1"3 3/4"1"6 1/2"1"9 SECTIONS @ 3'-11 3/4"EA.=35'-10"6'-0"END SECT. 2 2 1/2"VER. 42'-0 1/2"VERIFY D2 A501 REINF. CONCRETE RETAINING WALL & RAMP REFER TO S- SERIES DRWGS. METAL RAILING BY RAILING DELEGATED DESIGN CONTRACTOR REF. DET. A2/501 D2 A501 9'-11"VERIFY 2" VER. 4'-1"27'-10 1/2" 42'-0 1/2"VERIFY SLOPED REINF. CONCRETE RETAINING WALL & RAMP REFER TO S- SERIES DRWGS. METAL RAILING BY RAILING DELEGATED DESIGN CONTRACTOR REF. TO DET. A2/A501 8" 3 1/2"1 1/2"EQ.6"3'-7"REINF. CONC. RETAINING WALL REFER TO S-M SERIES DWGS. GARAGE RAMP METAL RAILING CORE DRILL CONC. RETAINING WALL FOR RAILING POST, FILL W/ NON- SHRINK GROUT & FILL TOP 3/4" W/ SEALANT 3'-11 3/4" 1 1/4"3"1/2"10 SPACES @ 4" O.C.=3'-4"3"4'-1" TYP. SECT. 6"3'-7"9 3/4"1 1/4"2'-8 3/4"1/2"3 1/2"1 1/4"3 3/4"6'-0" END SECTION 24'-1" END SECT. 1 1 1/4" 2 1/2" 1/2"16 SPACES @ 4" =5'-4"2 1/2"1 1/4"1 1/4"3"1/2"10 SPACES @ 4" =3'-4"3"1 1/4"3 3/4"3 3/4"3 3/4"REF. TO TYP. SECT. DIM.REF. TO TYP. SECT. DIM.TOP WALL CONNECTION TO NEXT RAILING SECTION BY RAILING DELEGATED DESIGN CONTR. 1 1/4" X1 1/4" TOP/ BOTTOM RAILS & POSTS 1/2"X1/2" MEMBERS 1 1/4" X1 1/4" TOP/ BOTTOM RAILS & POSTS 1/2"X1/2" MEMBERS 1 1/4" X1 1/4" TOP/ BOTTOM RAILS & POSTS 1/2"X1/2" MEMBERS TOP WALL TOP WALL CONNECTION TO NEXT RAILING SECTION BY RAILING DELEGATED DESIGN CONTR. TYPICAL RAILING SECTIONRAILING END SECTION 1 RAILING END SECTION 2 SCALE: 1 1/2"= 1'-0" B5 GFRC / GFRP /EIFS FINIAL A501 0 6''12''18'' SCALE: 3/4" = 1'-0" A4 GUARDRAIL DETAILS A501 0 1'2'3' SCALE: 3/4" = 1'-0" B4 GUARDRAIL DETAILS A501 0 1'2'3' SCALE: 3/4" = 1'-0" C4 GUARDRAIL DETAILS A501 0 1'2'3' SCALE: 3/4" = 1'-0" D3 Stair Elevation A501 0 1'2'3' SCALE: 3/4" = 1'-0" A3 2ND FLOOR BALCONY RAILING TYP. A501 0 1'2'3' SCALE: 3/4" = 1'-0" B3 3RD-5TH FLOOR BALCONY RAILING TYP. A501 0 1'2'3' SCALE: 1/4" = 1'-0" B2 Garage Ramp N. Wall Section A501 0 2'4'8' SCALE: 1/4" = 1'-0" C2 Garage Ramp S. Wall Railing Section A501 0 2'4'8' SCALE: 1 1/2"= 1'-0" D2 Gar. Ramp Wall Railing Sect. A501 0 6''12''18'' SCALE: 3/4" = 1'-0" A2 GARAGE RAMP RAILING DETAILS A501 0 1'2'3' METAL RAILING NOTES: 1.THE RAILING DELEGATED DESIGN CONTRACTOR SHALL PROVIDE METAL RAILING SYSTEM DESIGNS THAT MEET THE REQUIREMENTS OF ALL APPLICABLE CODES INCLUDING ALL DESIGN SUPERIMPOSED LOADS. 2. THE RAILING DELEGATED DESIGN CONTRACTOR IS RESPONSIBLE TO DESIGN POST WELD TABS & WELDS TO PODIUM CONCRETE EMBED PLATES & TO BALCONY TUBE STEEL BEAMS. 3. THE RAILING DELEGATED DESIGN CONTRACTOR IS COORDINATE & SEQUENCE HIS WORK WITH THE WORK OF OTHER CONTRACTORS & TRADES. 4. THE RAILING DELEGATED DESIGN CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF WALLS, COLUMNS, STRUCTURAL MEMBERS, FLOOR ELEVATIONS & OTHE CONSTRUCTION AS REQUIRED FOR THE FABRICATION & INSTALLATION OF HIS WORK & AS SHOWN ON THE DRAWINGS. 5. THE METAL RAILING SHOP PRIMER & FINISH COATINGS SHALL COMPLY WITH THE SPECIFICATIONS SECTION 09 97 01 ALIPHATIC POLYURETHANE. COLOR TO BE SELECTED FROM MANUFACTURERS STANDARD COLORS.