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HomeMy WebLinkAboutS526 - CLADDING BACKUP SECTIONS AND DETAILSSECOND LEVEL 17'-6" SLAB ON GRADE 0'-0" 0.8A EL 9'-3" EL 11'-2 1/4" 2"3'-4 3/4"4"5"8 1/2"3 3/4"2 3/4"1 3/4"1 3/4"1/2" PLATE, TYP 3/4" ROD WITH 2 1/2 CLEVIS EA END 3/16 3-12 TYP L3x3x1/4, TYP 4 SIDES 3/16 3 SIDES L6x4x5/16x0'-6" EA SIDE WITH 3" VERTICAL SLOT AND 3/4" DIA THRU BOLT; INSTALL IN NEUTRAL POSITION 3 S526 3/16 3 SIDES TYP L4x4x5/16x0'-3" T&B, TYP CONCRETE WALL PER PLAN PODIUM SLAB PER PLAN EP4 EL 11'-9 1/2" HSS10x5 EL 9'-1" 3/16 16 N 3/16 2-12 2-12 GALV. 3/8"x7" PLATE 1 1/2"1 1/2"1 1/2"1 1/2"3"4"3"2"3/4"x6"x1'-0" PLATE HSS5x5 1/4 (4) -1/2" DIA. ADHESIVE ANCHORS; 4" MIN EMBED CONCRETE WALL PER PLAN SECOND LEVEL 17'-6" SLAB ON GRADE 0'-0" 16 EL 10'-2" EL 11'-11 1/4"1 3/4"1 3/4"1/2" PLATE, TYP 3/4" ROD WITH 2 1/2 CLEVIS EA END 3/16 3-12 TYP L3x3x1/4, TYP 4 SIDES 3/16 3 SIDES L6x4x5/16x0'-6" EA SIDE WITH 3" VERTICAL SLOT AND 3/4" DIA THRU BOLT; INSTALL IN NEUTRAL POSITION 3/16 3 SIDES TYP CONCRETE WALL PER PLAN PODIUM SLAB PER PLAN EP4 EL 10'-0" 3/16 4"7"1'-4 1/4"3 1/2" 3 S526 ●3 1/2"2 3/4"SECOND LEVEL 17'-6" SLAB ON GRADE 0'-0" 17 1"1 5/8"1'-7 1/4" EP4 3/16 3 SIDES TYP L6x4x5/16x0'-6" EA SIDE WITH 3" VERTICAL SLOT AND 3/4" DIA THRU BOLT; INSTALL IN NEUTRAL POSITION 3 S526 ● L4x4x5/16x0'-3" T&B 3/16 3 SIDES TYP 1/4 3-12 3-12 GALV. 1/2"x11" PLATE FOR WIDTH OF BRICK OPENING HSS5x5 COLUMN FACE OF BRICK SEE ELEVATION HSS12x6 GALV. L6x6x3/8 BRICK RELIEF ANGLE AT TYPICAL BRICK LOCATION SLAB OR BEAM PER PLAN BRICK FACADE, SEE ARCH 6" WIDE GALV. SHIMS AT EACH HALFEN SUPPORT NOTES: 1. HALFEN SUPPORT SYSTEM TO BE COORDINATED WITH PT ANCHOR LAYOUT. ASSUME HALFEN SUPPORT SYSTEM TO BE SPACED AT 4'-0". 1/2" MIN SECOND LEVEL 17'-6" SLAB ON GRADE 0'-0" 16 EL 10'-2" EL 12'-0 1/4"1 3/4"1 3/4"1/2" PLATE, TYP 3/4" ROD WITH 2 1/2 CLEVIS EA END 3/16 3-12 TYP L3x3x1/4, TYP 4 SIDES 3/16 3 SIDES TYP EL 10'-0" 3/16 4"10 1/4"1'-2 1/4"3 1/2" 3/16 3 SIDES L6x4x5/16x0'-6" EA SIDE WITH 3" VERTICAL SLOT AND 3/4" DIA THRU BOLT; INSTALL IN NEUTRAL POSITION PODIUM SLAB PER PLAN EP4 CONCRETE WALL PER PLAN 3 S526 ●3 1/2"2 3/4"SECOND LEVEL 17'-6" SLAB ON GRADE 0'-0" 16 EL 9'-3" EL 11'-2 1/4" 2"3'-2 3/4"4"5"5 1/2" 1 3/4"1 3/4"1/2" PLATE, TYP 3/4" ROD WITH 2 1/2 CLEVIS EA END 3/16 3-12 TYP L3x3x1/4, TYP 4 SIDES 3/16 3 SIDES L6x4x5/16x0'-6" EA SIDE WITH 3" VERTICAL SLOT AND 3/4" DIA THRU BOLT; INSTALL IN NEUTRAL POSITION 3/16 3 SIDES TYP L4x4x5/16x0'-3" T&B, TYP CONCRETE WALL PER PLAN PODIUM SLAB PER PLAN EP4 EL 11'-9 1/2" HSS10x5 EL 9'-1" 3/16 3 3/4"2 3/4"3 S526 ● SECOND LEVEL 17'-6" SLAB ON GRADE 0'-0" MN EL 10'-2" EL 12'-1"1 3/4"1 3/4"1/2" PLATE, TYP 3/4" ROD WITH 2 1/2 CLEVIS EA END 3/16 3-12 TYP L3x3x1/4, TYP 4 SIDES 3/16 3 SIDES L6x4x5/16x0'-6" EA SIDE WITH 3" VERTICAL SLOT AND 3/4" DIA THRU BOLT; INSTALL IN NEUTRAL POSITION 3/16 3 SIDES TYP CONCRETE WALL PER PLAN PODIUM SLAB PER PLAN EP4 EL 10'-0" 3/16 4"2'-1 1/8"3 1/2"3 1/2"3 S526 ● 3/16 WELD TO COL HSS5x5 HSS8x4 9 3/4"1'-7 3/4"2 3/4"CONCRETE WALL PER PLAN 3 S526 ● EL 13'-5" L4x4x5/16x0'-3" T&B 3/16 3 SIDES TYP 3-12 1/4 3-12 GALV. 1/2"x11" PLATE FOR WIDTH OF BRICK OPENING HSS5x5 COLUMN FACE FOR BRICK HSS12x6 OR HSS12x8 PER ELEVATION; ALIGN WITH CF BACKUP 5'-11 3/4" NTS M HSS CENTERLINE HSS3x3x1/4 STUB WITH 1/4"x3 5/8"x8" PLATE AND 1/4" STIFFENER AT 3'-0" MAX AND EA COLUMN 3/16 TYP HSS3x3x1/4 STUB WITH 1/4"x3 5/8"x0'-3 5/8"" PLATE AT EACH COLUMN MATCH BRICK COURSING MATCH BRICK COURSING SECOND LEVEL 17'-6" M 5'-7 1/4" PODIUM SLAB PER PLAN HSS10x5 PER ELEVATION HALFEN CONCEALED LINTEL EL 15'-3" CONCRETE SLAB PER PLAN EMBEDDED PLATES FOR SUPPORT OF EXTERIOR WALL SYSTEM SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR. COORDINATE LAYOUT TO ALLOW PLACING AND STRESSING OF POST TENSIONING AND ENSURE ADEQUATE CLEARANCE FOR CONCRETE CONSOLIDATION. SHOP DRAWINGS ARE TO BE PROVIDED SHOWING DETAIL LOCATIONS AND REACTIONS TO STRUCTURE. CONNECTION OF EXTERIOR WALL SYSTEM TO EMBEDDED PLATES IS THE RESPONSIBILITY OF THE CONTRACTOR. NO DRILLING INTO CONCRETE IS ALLOWED. DO NOT CONNECT TO (OR PLACE EMBEDS IN) BOTTOM OF CONCRETE SLAB THIS DETAIL INTENDED FOR EIFS PANEL SYSTEM. OTHER CLADDING SYSTEMS MAY REQUIRE DIFFERENT CONNECTION DETAILS. IF NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS, THE DESIGN OF THE CONNECTIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. 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 2:20:33 PMS526 CLADDING BACKUP SECTIONS AND DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 1" = 1'-0"4 CANOPY SECTION SCALE: 1 1/2" = 1'-0"3 TYPICAL CLADDING COLUMN BASEPLATE SCALE: 1" = 1'-0"5 CANOPY SECTION SCALE: 1" = 1'-0"6 CLADDING BACKUP SECTION SCALE: 1" = 1'-0"1 TYPICAL HALFEN BRICK RELIEF SUPPORT SCALE: 1" = 1'-0"7 CANOPY SECTION SCALE: 1" = 1'-0"8 CANOPY SECTION SCALE: 1" = 1'-0"9 CLADDING BACKUP SECTION SCALE: 1" = 1'-0"10 CLADDING BACKUP SECTION SCALE: 1/2" = 1'-0"11 CLADDING BACKUP SECTION SCALE: 1" = 1'-0"2 TYPICAL CLADDING ATTACHMENT TO PT SLAB DETAIL Revision ID Transmittal Set Date Transmittal Set Name