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HomeMy WebLinkAboutS105W - FIFTH LEVEL WALL FRAMING PLANWOOD 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.BW6BW6BW6BW6BW6BW6BW6WC3, CONN 7 AT TG BEARING BW3BW3BW1BW1BW6 BW6 BW6 BW6 BW3BW2BW3BW6BW6BW6BW6BW6BW6BW6BW3 BW3 BW6BW6BW6 BW5 BW6 BW5BW6BW1BW1BW3BW3BW6 BW6BW2 BW3BW6BW6BW5BW3BW2 BW6BW6 BW6BW6BW6BW6BW6BW6BW6BW6BW6 BW6 BW6BW6 BW6BW6BW3BW6BW6 BW6 BW6BW6BW6BW5 BW6 BW6BW6 BW6 BW6BW6BW6BW6 BW6BW6BW6BW6 BW6BW6BW6BW6 BW6BW6BW6BW6BW6 BW6 BW6WC4, CONN 7 AT TG BEARING BW6BW6BW2BW6 BW6 BW6HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4BW6 HX BW6BW6 BW6BW6BW6HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4BW6 WC5, CONN 7 AT TG BEARING WC1, CONN 7 AT TG BEARING BW6BW6BW6BW6 BW6BW6BW6BW6BW6BW6BW6BW6 BW6BW6BW6BW6 H7H1 H1 H1 H1 H1 H1 H7H6H6H6H6H6H6 H7 H7 H6 H1H1H1H1H7H4H4H4H7H7H7H7H7H7H7H7H6H6H1 H1H1 H1 H1 H3H4H4H4H4H4H4H3H8H8 H1 H1 H5 H5H5H3H3H7H1H3H3H3H3H1H4H4 H1H1H1H1 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H7H3 H1H1H11H1H1H1 H1 H1 H1 H1H1 H1H1 H2H2H2H1H1H4 H4 H5 H4 H4 H4 H4 H3 H8 H6 H7 H7H1 BW6 WC1, CONN 7 AT LVL BEARING H6 H6H2 H6H2 H6H4 SW1-F SW1-B SW1-B SW4-E SW1-BSW1-BSW2-D SW2-E SW1-B SW1-BSW4-D SW3-DSW1-A SW4-A CONN 6, TYP AT INTERIOR BEARING WALLS CONN 4, TYP AT PERIMETER WALLS UNO CONN 4, TYP AT PERIMETER WALLS UNO WC1, CONN 7 AT TG BEARING WC4, CONN 7 AT TG BEARING WC5, CONN 7 AT TG BEARING WC2, CONN 7 AT TG BEARING CONN 4, TYP AT PERIMETER WALLS UNO CONN 6, TYP AT INTERIOR BEARING WALLS CONN 4, TYP AT PERIMETER WALLS UNO CONN 4, TYP AT PERIMETER WALLS UNO CONN 4, TYP AT PERIMETER WALLS UNO H1H1WC3, CONN 7 AT TG BEARING WC2, CONN 7 AT TG BEARING WC2, CONN 7 AT LVL BEARING WC4, CONN 7 AT LVL BEARING WC3, CONN 7 AT TG BEARING WC1, CONN 7 AT TG BEARING WC1, CONN 7 AT TG BEARING WC5, CONN 7 AT TG BEARING WC1, CONN 7 AT TG BEARING CONN 6, TYP AT INTERIOR BEARING WALLS WC5, CONN 7 AT TG BEARING CONN 5WC3, CONN 7 AT TG BEARING WC5, CONN 7 AT TG BEARING WC1, CONN 7 AT TG BEARING WC3, CONN 7 AT TG BEARING WC1, CONN 7 AT TG BEARING WC1, CONN 7 AT TG BEARING WC5, CONN 7 AT TG BEARING WC1, CONN 7 AT TG BEARING CONN 6, TYP AT INTERIOR BEARING WALLS WC5, CONN 7 AT TG BEARING CONN 5WC2, CONN 7 AT TG BEARING WC2, CONN 7 AT TG BEARINGH3H3H3H3 H3H3 H3 H3H3H3H3CANTILEVERED BALCONY WALL TO BE CONTINUOUS TO 4TH FLOOR (TYP) CANTILEVERED BALCONY WALL TO BE CONTINUOUS TO 4TH FLOOR (TYP)SW1-BL1L1L1L1H3 CONN 4, TYP AT OUTER PERIMETER WALLS, UNO WC1, CONN 7 AT FLYING PARAPET ABOVE WC1, CONN 7 AT FLYING PARAPET ABOVE WC1, CONN 7 AT FLYING PARAPET ABOVE WC1, CONN 7 AT FLYING PARAPET ABOVE WC1, CONN 7 AT FLYING PARAPET ABOVE WC1, CONN 7 AT FLYING PARAPET ABOVE WC3, CONN 7 AT ROOF TRUSS SUPPORTING FLYING PARAPET WC3, CONN 7 AT ROOF TRUSS SUPPORTING FLYING PARAPET WC3, CONN 7 AT ROOF TRUSS SUPPORTING FLYING PARAPET WC3, CONN 7 AT ROOF TRUSS SUPPORTING FLYING PARAPETBW3H7WC7, CONN 7 AT FLYING PARAPET ABOVE WC7, CONN 7 AT FLYING PARAPET ABOVE SW1-AH1 SW1-ASW3-A SW3-A SW1-AH1 SW1-FSW1-FSW1-FSW1-B H7SW1-B SW1-B SW1-B SW1-B SW1-BSW1-BSW1-BSW1-BSW1-BSW1-BSW1-BSW1-BSW1-FSW1-FSW1-FSW1-FSW1-FSW4-D SW2-D SW1-C SW1-ASW2-A SW2-E SW2-A SW2-E SW2-E SW1-B SW2-E SW1-B FIREWALL FIREWALL WC5, CONN 7 AT ROOF TRUSS SUPPORTING FLYING PARAPET WC5, CONN 7 AT ROOF TRUSS SUPPORTING FLYING PARAPET WC5, CONN 7 AT ROOF TRUSS SUPPORTING FLYING PARAPET WC5, CONN 7 AT ROOF TRUSS SUPPORTING FLYING PARAPET T/WALL ELEVATION = 58'-5 3/4" 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 2:19:00 PMS105W FIFTH LEVEL WALL FRAMING PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL CheckerNOT FORCONSTRUCTIONNORTHSCALE: 3/32" = 1'-0" FIFTH LEVEL WALL FRAMING PLAN Revision ID Transmittal Set Date Transmittal Set Name