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HomeMy WebLinkAboutS621 - WOOD PARAPET DETAILS2x PARAPET WALL, NAIL TO SIDE OF ROOF TRUSS 2x PLATE ROOF SHEATHING ROOF TRUSS (2) -2x PLATES 2x EXTERIOR WALLSEE PLAN(3) 10d NAILS (3) 10d NAILS WALL SHEATHING 2x4 BLOCKING ROOF SHEATHING ROOF TRUSS 2x6 NAILER AND 2x4 BLOCKING 2x EXTERIOR WALL CONTINUOUS FROM FOUNDATION TO TOP PARAPET WALL SHEATHING SIMPSON HURRICANE TIE AT EACH TRUSS. SEE CONNECTION NOTES ON PLANS SIMPSON LSTA STRAP 2x4 BLOCKING SEE ARCH DWGS FOR GEOMETRY OF PARAPETS PROVIDE 2x6 VERTICAL IN BASE TRUSS TO ALIGN WITH PARAPET TRUSS VERTICAL ROOF TRUSS AT 24" O.C. CONTINUOUS SHEATHING PARAPET TRUSS AT 24" O.C. RIBBON BAND 5'-0" MIN. SEE ARCH DWGS FOR GEOMETRY OF PARAPETS STUD WALL CONNECTION BETWEEN PARAPET TRUSS AND ROOF TRUSS BY TRUSS MANUFACTURER SIMPSON HURRICANE TIE AT EACH TRUSS. SEE CONNECTION NOTES ON PLANS RIBBON BAND ROOF TRUSS AT 24" O.C.STUD WALL SHEATHING SEE ARCH DWGS FOR GEOMETRY OF PARAPETS SIMPSON HURRICANE TIE AT EACH TRUSS. SEE CONNECTION NOTES ON PLANS T.B. 66'-10 1/2" T.B. 65'-11 1/2" HSS4x4x3/8 HSS4x4x3/8 L3x3x1/4 AT 1'-0" WITH (2) -1/4" WOOD SCREWS, TYP 3/16 3/16 TYP HSS4x4x3/8 SHEATHING 1/4 WC1 1/2x5 1/2 PLATE (2) -1/2" Ø THRU BOLTS 8 S621 ● 9 S621 ● L3x3x1/4 ROOF TRUSS AT 24" O.C. CONTINUOUS SHEATHING PARAPET TRUSS AT 24" O.C. RIBBON BAND 5'-0" MIN. SEE ARCH DWGS FOR GEOMETRY OF PARAPETS STUD WALL CONNECTION BETWEEN PARAPET TRUSS AND ROOF TRUSS BY TRUSS MANUFACTURER SHEATHING PARAPET STUDS PL 1/2"x5 1/2" x 1'-9" (2) -1/2" Ø THRU BOLT (TYP) RIBBON BANDSHEATHING L3x3x1/4 (TYP)SIMPSON LSTA15 STRAP TIE HSS4x4x3/8 9 S621 ● 7 S621 ● WC1 HSS4x4x3/8 L3x3x1/4 (TYP) SHEATHING WC1 7 S621 ● 8 S621 ● SIMPSON STRONG TIE HEAVY ANGLE HL43 (2) -2x4 BLOCKING PARAPET STUDS SHEATHING WC7 WC7 (2) -2x8 SHEATHING L3x3x1/4 x 0'-6" (TYP) (2) -1/2" Ø THRU BOLTS HSS4x4x3/8 11 S621 ● HSS4x4x3/8 HSS3x3x1/4 (TYP) SHEATHING WC7 SIMPSON LSTAI5 STRAP TIE 10 S621 ● EXTEND WALLS UP TO TOP OF PARAPET SHEATHING SEE ARCH DWGS FOR GEOMETRY OF PARAPETS STUD WALL CANTILEVERED ROOF TRUSS AT 24" O.C. RIBBON BAND 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 2:20:44 PMS621 WOOD PARAPET DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author CheckerNOT FORCONSTRUCTIONSCALE: 3/4" = 1'-0"3 TYPICAL ROOF TRUSS BEARING AT EXTERIOR WALL WITH PARAPET SCALE: 3/4" = 1'-0"4 TYP EXTERIOR PARAPET AT NON-BEARING WALL SCALE: 1/2" = 1'-0"1 PARAPET SECTION SCALE: 1/2" = 1'-0"2 PARAPET SECTION SCALE: 3/4" = 1'-0"6 FLYING PARAPET DETAIL SCALE: 3/4" = 1'-0"7 PLAN DETAIL SCALE: 1/2" = 1'-0"5 PARAPET SECTION SCALE: 3/4" = 1'-0"8 SECTION SCALE: 3/4" = 1'-0"9 SECTION SCALE: 3/4" = 1'-0"10 SECTION SCALE: 3/4" = 1'-0"11 SECTION SCALE: 3/4" = 1'-0"12 SECTION Revision ID Transmittal Set Date Transmittal Set Name