Loading...
HomeMy WebLinkAboutS510 - STEEL BALCONY FRAMING PLANSHSS8x2x3/8 HSS8x2x3/8HSS8x2x3/8HSS8x2x3/8NOTES: 1. TOP OF BEAM ELEVATIONS ARE AS FOLLOWS UNO: LEVEL 3:28'-1 3/4" LEVEL 4:38'-9 3/4" LEVEL 5:49'-5 3/4" 2. SEE ARCH FOR WALL LOCATIONS AND DIMENSIONS. 3. STEEL TUBE AND ANGLE PLATFORM TO BE FABRICATED IN SHOP. 4. INDICATES COMPOSITE DECKING. SEE ARCH FOR DETAILS. 5. HIGH PERFORMANCE COATING REQUIRED FOR EXTERIOR STEEL. SEE ARCHITECTURAL SPECIFICATION 09 07 01. L3x3x1/4 AT 16" O.C. 2 S511 ● 1 S511 ● 3 S511 ● D D LEVEL 3: T.B. = 28'-0 3/4" LEVEL 4: T.B. = 38'-8 3/4" LEVEL 5: T.B. = 49'-4 3/4" NOTES: 1. TOP OF BEAM ELEVATIONS ARE AS FOLLOWS UNO: LEVEL 3:28'-1 3/4" LEVEL 4:38'-9 3/4" LEVEL 5:49'-5 3/4" 2. SEE ARCH FOR WALL LOCATIONS AND DIMENSIONS. 3. STEEL TUBE AND ANGLE PLATFORM TO BE FABRICATED IN SHOP. 4. INDICATES COMPOSITE DECKING. SEE ARCH FOR DETAILS. 5. HIGH PERFORMANCE COATING REQUIRED FOR EXTERIOR STEEL. SEE ARCHITECTURAL SPECIFICATION 09 07 01. HSS8x2x3/8 HSS8x2x3/8HSS8x2x3/8HSS8x2x3/8L3x3x1/4 AT 16" O.C.HSS5x5x1/4 DD LEVEL 3: T.B. = 28'-0 3/4" LEVEL 4: T.B. = 38'-8 3/4" LEVEL 5: T.B. = 49'-4 3/4" MC10X8.8, TYP 7 S511 ●5 S511 ● NOTES: 1. TOP OF BEAM ELEVATIONS ARE AS FOLLOWS UNO: LEVEL 3:28'-1 3/4" LEVEL 4:38'-9 3/4" LEVEL 5:49'-5 3/4" 2. SEE ARCH FOR WALL LOCATIONS AND DIMENSIONS. 3. STEEL TUBE AND ANGLE PLATFORM TO BE FABRICATED IN SHOP. 4. INDICATES COMPOSITE DECKING. SEE ARCH FOR DETAILS. 5. HIGH PERFORMANCE COATING REQUIRED FOR EXTERIOR STEEL. SEE ARCHITECTURAL SPECIFICATION 09 07 01. D HSS8x2x3/8 LEVEL 3: T.B. = 28'-0 3/4" LEVEL 4: T.B. = 38'-8 3/4" LEVEL 5: T.B. = 49'-4 3/4" L3x3x1/4 AT 16" O.C. D HSS8x2x3/8HSS8x2x3/8HSS8x2x3/8 5 S511 ● HSS5x5x1/4 3 S511 ● 2 S511 ● NOTES: 1. TOP OF BEAM ELEVATIONS ARE AS FOLLOWS UNO: LEVEL 3:28'-1 3/4" LEVEL 4:38'-9 3/4" LEVEL 5:49'-5 3/4" 2. SEE ARCH FOR WALL LOCATIONS AND DIMENSIONS. 3. STEEL TUBE AND ANGLE PLATFORM TO BE FABRICATED IN SHOP. 4. INDICATES COMPOSITE DECKING. SEE ARCH FOR DETAILS. 5. HIGH PERFORMANCE COATING REQUIRED FOR EXTERIOR STEEL. SEE ARCHITECTURAL SPECIFICATION 09 07 01. D HSS8x2x3/8 *HSS8x2x3/8 ** LEVEL 3: T.B. = 28'-0 3/4" LEVEL 4: T.B. = 38'-8 3/4" LEVEL 5: T.B. = 49'-4 3/4" L3x3x1/4 AT 16"HSS8x2x3/8HSS8x2x3/8 HSS8x2x3/8HSS8x2x3/8 2 S511 ●3 S511 ●L3x3x1/4D HSS8x2x3/8 HSS8x2x3/8HSS8x2x3/8HSS8x2x3/8L3x3x1/4 AT 16" O.C.NOTES: 1. TOP OF BEAM ELEVATIONS ARE AS FOLLOWS UNO: LEVEL 3:28'-1 3/4" LEVEL 4:38'-9 3/4" LEVEL 5:49'-5 3/4" 2. SEE ARCH FOR WALL LOCATIONS AND DIMENSIONS. 3. STEEL TUBE AND ANGLE PLATFORM TO BE FABRICATED IN SHOP. 4. INDICATES COMPOSITE DECKING. SEE ARCH FOR DETAILS. 5. HIGH PERFORMANCE COATING REQUIRED FOR EXTERIOR STEEL. SEE ARCHITECTURAL SPECIFICATION 09 07 01. 2 S511 ● 4 S511 ● 3 S511 ● D DLEVEL 3: T.B. = 28'-0 3/4"LEVEL 4: T.B. = 38'-8 3/4"LEVEL 5: T.B. = 49'-4 3/4"NOTES: 1. TOP OF BEAM ELEVATIONS ARE AS FOLLOWS UNO: LEVEL 3:28'-1 3/4" LEVEL 4:38'-9 3/4" LEVEL 5:49'-5 3/4" 2. SEE ARCH FOR WALL LOCATIONS AND DIMENSIONS. 3. STEEL TUBE AND ANGLE PLATFORM TO BE FABRICATED IN SHOP. 4. INDICATES COMPOSITE DECKING. SEE ARCH FOR DETAILS. 5. HIGH PERFORMANCE COATING REQUIRED FOR EXTERIOR STEEL. SEE ARCHITECTURAL SPECIFICATION 09 07 01. HSS8x2x3/8 HSS8x2x3/8 *HSS8x2x3/8HSS8x2x3/8HSS8x2x3/8 ** LEVEL 3: T.B. = 28'-0 3/4" LEVEL 4: T.B. = 38'-8 3/4" LEVEL 5: T.B. = 49'-4 3/4"L3x3x1/4L3x3x1/4AT 16" O.C. L3x3x1/4 D D 3 S511 ● 2 S511 ● 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 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:20:18 PMS510 STEEL BALCONY FRAMING PLANSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 1/4" = 1'-0"1 BALCONY PLAN DETAIL SCALE: 1/4" = 1'-0"2 BALCONY PLAN DETAIL SCALE: 1/4" = 1'-0"3 BALCONY PLAN DETAIL SCALE: 1/4" = 1'-0"4 BALCONY PLAN DETAIL SCALE: 1/4" = 1'-0"5 BALCONY PLAN DETAIL SCALE: 1/4" = 1'-0"6 BALCONY PLAN DETAIL Revision ID Transmittal Set Date Transmittal Set Name