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HomeMy WebLinkAboutS106 - ROOF FRAMING PLANRT AT 24 o.c. RT AT 24 o.c.RT AT 24" o.c.RT AT 24 o.c.RT AT 24 o.c.RT AT 24 o.c.RT AT 24 o.c.RT AT 24 o.c.RT AT 24 o.c.RT AT 24 o.c.RT AT 24 o.c.RT AT 24 o.c.RT AT 24 o.c.RT AT 24 o.c.RT AT 24 o.c.TG (2) 1-3/4"x24" LVL FB (2) 1-3/4"x18" LVL FB TG TG(2) 1-3/4"x18" LVL FB TGTGTGTG TGTGTGTGTGTGTGTGTGTGTGTGTGRT AT 24" o.c.TGTG4 S621 ● 2 S621 ● 4 S621 ● 1 S621 ● 4 S621 ●2 S621 ● 2 S621 ● 4 S621 ● 1 S621 ● 3 S200 3 S200 ● 3 S621 ● 4 S621 ● 4 S621 ● 2 S621 ● 2 S621 ● 2 S621 ●2 S621 ● 2 S621 ● 4 S621 ● 2 S621 ● 4 S621 ● 2 S621 ● 2 S621 ● 2 S621 ● 2 S621 ● 4 S621 ● 4 S621 ● 3 S621 ● 3 S621 ● CONN 1, TYP AT ALL RT BEARING POINTS, UNO 4 S610 ● CONN 4, TYP AT ALL RT PARAPET WALLS, UNO CONN 2, TYP AT ALL CORRIDOR RT BEARING POINTS CONN 3 CONN 3 CONN 3 CONN 3 3 S610 ●7 S500 ● 12 S610 ● 4 S610 ● 7 S610 ● CONN 2, TYP AT ALL CORRIDOR RT BEARING POINTS CONN 2, TYP AT ALL CORRIDOR RT BEARING POINTS CONN 4 TYP AT PERIMETER PARAPET WALLS UNO 9 S610 ● 4 S610 ● CONN 1, TYP AT ALL RT BEARING POINTS, UNO CONN 4 TYP AT PERIMETER PARAPET WALLS UNO 3 S610 ● CONN 3 5 S610 ● CONN 8 AT ALL FT CONNECTION TO LVL CONN 5CONN 3 CONN 3 CONN 3CONN 3 CONN 3 CONN 3 6 S610 ● CONN 3 12 S610 ● 7 S500 ● 4 S610 ● 4 S610 ●CONN 5CONN 1, TYP AT ALL RT BEARING POINTS, UNO CONN 3 CONN 3 CONN 3 CONN 3CONN 3CONN 3 CONN 3 7 S500 ● 12 S610 ● 6 S610 ● CONN 4 TYP AT PERIMETER PARAPET WALLS UNO 6 S200 5 S200 4 S200 9 S200 WC1, CONN 7 WC1, CONN 7TB 66'-10 1/2"TB 65'-11 1/2"HSS4x4x3/8HSS4x4x3/8WC1, UPLIFT LOAD DUE TO WIND = 2 KIPS WC1, CONN 7 WC1, CONN 7 TB 66'-10 1/2"TB 65'-11 1/2"HSS4x4x3/8HSS4x4x3/8TB 66'-10 1/2"TB 65'-11 1/2"HSS4x4x3/8HSS4x4x3/8TG8 S200 7 S621 ● 6 S621 ●TB 66'-10 1/2"TB 65'-11 1/2"HSS4x4x3/8HSS4x4x3/8WC1, CONN 7 WC1, CONN 7TB 66'-10 1/2"TB 65'-11 1/2"HSS4x4x3/8HSS4x4x3/8WC1, UPLIFT LOAD DUE TO WIND = 2 KIPS TB 66'-10 1/2"TB 65'-11 1/2"HSS4x4x3/8HSS4x4x3/8WC1, UPLIFT LOAD DUE TO WIND = 2 KIPS WC1, UPLIFT LOAD DUE TO WIND = 2 KIPS 7 S621 ● 6 S621 ● 6 S621 ● 7 S621 ● 6 S621 ● 10 S621 ● 12 S621 ● 5 S621 ● 5 S621 ● WC7, CONN 7 AT FLYING PARAPET ABOVE WC7, CONN 7 AT FLYING PARAPET ABOVE H1 RT AT 24RT RTRT AT 24RT RT REINFORCE SHAFT WALLS PER 1/S400; DO NOT PROVIDE CONTROL JOINTS; PROVIDE BOND BEAM AT EACH FLOOR LEVEL; TYPICAL ALL SHAFTS FIREWALL FIREWALL 1 S620 ● 1 S620 ● 1 S620 ● WOOD FRAMING PLAN NOTES: 1. PROJECT ELEVATION 0'-0" = USGS 833.50'. 2. SEE S000 SERIES DRAWINGS FOR GENERAL NOTES, DESIGN INFORMATION, AND LOADING CRITERIA. 3. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 4. SEE DRAWING S600 FOR WOOD FRAMING SCHEDULES. 5. SEE DRAWING S601 FOR TYPICAL WOOD WALL FRAMING DETAILS. 6. SEE DRAWING S602 FOR TYPICAL WOOD SHEAR WALL DETAILS. 7. SEE DRAWING S610 FOR TYPICAL WOOD FLOOR FRAMING DETAILS. 8. SEE DRAWING S620 FOR TYPICAL WOOD ROOF FRAMING DETAILS. 9. VERIFY FLOOR OPENING SIZES AND LOCATIONS WITH ARCH AND MEP DRAWINGS. 10. TRUSS FRAMING CONFIGURATION CAN NOT BE CHANGED WITHOUT APPROVAL OF STRUCTURAL ENGINEER. LEGEND TW INDICATES TOP OF WALL ELEVATION. BWX INDICATES WOOD BEARING WALL. SEE S600 FOR SCHEDULE. SWX INDICATES WOOD SHEAR WALL. SEE S602 FOR SCHEDULE. WCX INDICATES WOOD WALL COLUMN. SEE S600 FOR SCHEDULE. PX INDICATES WOOD POST. SEE S600 FOR SCHEDULE. FT INDICATES WOOD FLOOR TRUSS. RT INDICATES WOOD ROOF TRUSS. HX INDICATES WOOD HEADER. SEE S600 FOR SCHEDULE. FB INDICATES WOOD FLUSH BEAM. LX INDICATES LOOSE ANGLE LINTEL. TG INDICATES TRUSS GIRDER CONNECTION NOTES: CONN 1 CONNECT RT TO WALL WITH SIMPSON H8 HURRICANE TIE CONN 2 CONNECT RT TO WALL WITH SIMPSON H3 HURRICANE TIE CONN 3 CONNECT RT GIRDER OR LVL BEAM TO WC WITH (2) STRAPS. SIMPSON HTS16 TWIST STRAPS OR SIMPSON LSTA21 FLAT STRAPS AS REQUIRED FOR FIT UP. CONN 4 CONNECT PARAPET AND TOP FLOOR STUDS TO WALL STUDS BELOW WITH SIMPSON CS14 STRAPS AT 48”. STRAP LENGTH TO PROVIDE MINIMUM 12”OVERLAP WITH STUDS ON EACH FLOOR. CONN 5 CONNECT PARAPET AND TOP FLOOR STUDS TO WALL STUDS BELOW WITH SIMPSON CMST16 STRAPS AT 48”. STRAP LENGTH TO PROVIDE MINIMUM 12”OVERLAP WITH STUDS ON EACH FLOOR. CONN 6 CONNECT INTERIOR TOP FLOOR STUDS TO FLOOR BELOW WITH SIMPSON CS20 STRAPS AT 48”. STRAP LENGTH TO PROVIDE MINIMUM 12”OVERLAP WITH STUDS ON EACH FLOOR. NOTCH FLOOR SHEATHING AS REQUIRED FOR INSTALLATION. CONN 7 CONNECT TOP FLOOR WC’S TO FLOOR BELOW WITH (2) SIMPSON CS16 STRAPS. STRAP LENGTH TO PROVIDE MINIMUM 12”OVERLAP WITH WC ON EACH FLOOR. AT INTERIOR LOCATIONS, NOTCH FLOOR SHEATHING AS REQUIRED FOR INSTALLATION. CONN 8 CONNECT TRUSS TO GIRDER WITH SIMPSON THA418 TRUSS HANGER. CONN 9 CONNECT WC7 TO STEEL EMBED PLATE IN CONCRETE PODIUM WITH SIMPSON STRONG TIE HOLDDOWN HDU2-SDS2.5. CONN 10 CONNECT BEAM TO GIRDER WITH SIMPSON HUCQ612-SDS FACE MOUNTED HANGER 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 2:19:03 PMS106 ROOF FRAMING PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL CheckerNOT FORCONSTRUCTIONSCALE: 3/32" = 1'-0" ROOF FRAMING PLAN NORTHRevision ID Transmittal Set Date Transmittal Set Name