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HomeMy WebLinkAboutS104F - FOURTH LEVEL FLOOR FRAMING PLANTGTGTGTGTGTGTGTGTGTGTGTGTGTGTG(3) 1 3/4 x 18 LVL FB TGTGT G (2) 1-3/4"x18" LVL FB (2) 1-3/4"x18" LVL FB (2) 1-3/4"x18" LVL FB TG TGTGTGTG TG2 S610 ● 6 S610 ● 1 S610 ● 3 S610 ● 4 S610 ● 4 S610 ● 7 S610 ● 2 S610 ● 6 S610 ● 3 S501 ● 12 S610 ● 6 S610 ● 9 S610 ● 6 S610 ●4 S610 ● 2 S610 ● 6 S610 ● 3 S610 ● 3 S501 ● 12 S610 ● 4 S610 ● 1 S610 ● 4 S610 ● 3 S501 ● 12 S610 ● 3 S610 ● 6 S610 ● 6 S610 ● 4 S610 ● 1 S610 ● 2 S610 ● 2 S610 ● CONN 8 AT ALL FT CONNECTING TO LVL 4 S510 ● 5 S510 ● 2 S510 ● 2 S510 ● 4 S610 ● 5 S510 ●1 S510 ● 2 S610 ● 1 S610 ● 3 S510 ● 2 S510 ● 2 S510 ● 2 S610 ● 6 S610 ● 5 S510 ● 6 S510 ● 2 S610 ● 2 S510 ● 2 S510 ● 5 S510 ● PROVIDE 2x12 @ 1'-0" MAX. COORDINATE POSITION OF FRAMING WITH MEP 7 S200 ●18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.12" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c. 18" FT AT 16" o.c. 18" FT AT 16" o.c. 18" FT AT 16" o.c. 18" FT AT 16" o.c. 18" FT AT 16" o.c. 18" FT AT 16" o.c. 18" FT AT 16" o.c. 18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.PROVIDE 2x12 @ 1'-0" MAX. COORDINATE POSITION OF FRAMING WITH MEP TGTG TG TG 18" FT AT 16" o.c.18" FT AT 16" o.c.18" FT AT 16" o.c.1 3/4" x 18" LVL FB 1 3/4" x 18" LVL FBCONN 10 CONN 8 AT ALL FT CONNECTING TO LVL (TYP) HSS10x10x5/16 SEE 8/S401 HSS10x10x5/16 SEE 8/S401 TB 38'-10"TB 38'-10" REINFORCE SHAFT WALLS PER 1/S400; DO NOT PROVIDE CONTROL JOINTS; PROVIDE BOND BEAM AT EACH FLOOR LEVEL; SEE ARCHITECTURAL DRAWINGS FOR OPENINGS; TYPICAL ALL SHAFTS TGTGTGTGTGTG TG FIREWALL FIREWALL TG TG TG TGTGTGTGTGTGTGTGTG TG T/WALL ELEVATION = 37'-1 3/4" T/FLOOR ELEVATION = 38'-7 3/4" T/SHEATHING ELEVATION = 38'-8 1/2" 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-X INDICATES WOOD SHEAR WALL NUMBER AND TYPE. SEE S602 FOR SHEAR WALL ELEVATIONS AND 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 AT HEAD AND SILL OF WINDOW. SEE S500 FOR SCHEDULE. TG INDICATES TRUSS GIRDER INDICATES OPENING IN FLOOR SHEATHING. COORDINATE DIMENSIONS WITH MEP CONTRACTOR. 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 2:18:48 PMS104F FOURTH LEVEL FLOOR FRAMING PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL CheckerNOT FORCONSTRUCTIONNORTHSCALE: 3/32" = 1'-0" FOURTH LEVEL PLAN Revision ID Transmittal Set Date Transmittal Set Name