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HomeMy WebLinkAboutS102W - SECOND LEVEL WALL FRAMING PLANH7H1 H1 H1 H1 H1 H1 H7H6H6H6H6H6H6 H7 H7 H6 H1H1H1H2H10H4BW6WC12 AT TG BW6BW6BW6BW6BW6BW6BW6H4H4BW6BW6BW6BW6BW6BW6WC2 AT TG WC5 AT TG BW1BW1BW2BW2BW1BW2BW6 BW6 BW6 BW6 BW1BW1BW1BW2WC4 AT TG WC4 AT TG H7H7H7H7H7H7H7H7BW6BW6BW6BW6BW6BW6BW6BW1BW6BW6BW6BW6BW1BW6BW3 BW3 H6H6BW6WC1 AT TG BW1BW6BW6BW6BW6WC4 AT LVL ABOVE WC1 AT TG WC11 AT TG BW6 H1 H1H1 H1 H1 H4H4H4H4H4H3H8H8 BW1BW1BW1BW1BW3BW1BW1BW1BW1BW6BW6WC1 AT TG WC13 AT TG BW6 BW6 WC2 AT TG H1 WC2 AT TG WC1 AT LVL ABOVE BW4BW4BW6BW1BW2WC4 AT TG WC4 AT TG WC4 AT TG BW6BW2BW2BW1BW1WC5 AT TG WC2 AT TG BW6 BW6BW1 BW2BW6BW6BW6BW6BW6BW1BW6BW4BW4WC1 AT TG BW1BW1BW1BW6BW1BW1WC4 AT TG WC4 AT TG WC4 AT TG WC4 AT TG WC4 AT TG WC4 AT TG WC4 AT TGBW1BW1BW1BW1BW1BW1BW6BW6 BW6BW6BW6BW6BW6BW6BW6BW6BW6BW6BW6BW6BW6BW6BW6 BW6 BW6 BW6 BW1BW3BW6BW6H1 BW6BW6H5 BW3 BW1 H5H5H3H3BW6BW6BW6 BW6 BW1 BW3 BW6 H7 BW6BW6WC4 AT TG WC13 AT TG WC4 AT TG WC13 AT TG BW6BW6WC1 AT TG WC13 AT TG WC1 AT TG WC13 AT TG BW6BW6 BW1BW1BW1BW1BW1BW1BW1BW1BW6BW6BW6 BW6BW6 BW6 BW6BW6BW6BW6BW6BW1 BW3H1 BW6BW6BW6BW6 BW6 BW6 BW1 BW1 BW6BW6 BW6BW6BW6 H3H3H3H3BW6BW3 BW1BW6H1BW6H4H4BW6BW6 BW3 BW3 WC2 AT TG WC4 AT TG H1 BW3 BW2 BW6H1H1 BW6H1H1 BW6WC4 AT TG ABOVE WC1 AT TG ABOVE WC1 AT TG ABOVE WC4 AT TG ABOVE BW6WC11 AT LVL WC11 AT LVL BW6BW6 WC4 AT TG WC13 AT TG WC4 AT TG WC13 AT TG H2 H2 H2 H2 H2 H2 H2 H2 BW6 WC1 AT TG WC2 AT TG HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4BW6 H1 BW6H2 H2 WC11 AT TG H7 H1 BW6 H1 BW6 BW6 BW6 H1 BW6 H1 H1 BW6 SW1-F SW1-B H3H1SW1-B H2H1SW4-E SW1-B SW2-E SW1-B H2H2 SW1-BSW1-A SW1-A SW1-BH2 H2 H1H1H1 H1BW6 WC3 AT TG ABOVE WC1 AT TG ABOVE WC1 AT TG ABOVE H1BW6 H1BW6 WC1 AT TG ABOVE WC1 AT TG ABOVE BW6 H1BW6BW6H1H1 H1H1 H2H2SW2-D SW2-D H2H1H1SW2-E SW1-B SW1-CSW4-D H4 H4 H5 SW1-FSW1-FSW1-FSW1-FSW1-FSW1-FSW1-B SW1-B SW1-B SW1-B SW1-B H4 H4 H4 H4 H3 H2 SW1-C SW1-BSW2-A SW2-E WC3 AT TG ABOVE WC1 AT TG ABOVE SW3-D SW3-A BW6 SW4-A H8 H6 H1H1H1H6H6H1H1H7 BW1H7 SW1-ABW6 WC4AT TG H7H7BW6H7SW1-FFUTURE OPENINGS, SEE ARCH FOR DETAILS H1HSS4x4x1/4H9H9H9HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4WC2 AT TG H1H1H1 H1 WC13 AT TGBW3 SW2-A SW2-E L1 SW2-E SW1-B H3H4L1L1L1L1L1L1L1L1L1L1 L1L1L1L1L1L1L1L1L1L1 L1L1L1L1L1L1L1L1L1 L1 L1L1 L1L1L1L1L1L1L1 L1 L1L1BW6 BW6 WC1, CONN 7 AT FLYING PARAPET ABOVE WC7, CONN 9 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 WC11 AT TG WC1 AT TG ABOVE H11WC7, CONN 9 AT FLYING PARAPET ABOVE SW1-ASW1-BSW1-CSW1-BSW1-BSW1-BSW1-BSW3-D SW3-A SW1-ASW1-ASW1-C SW1-ASW4-D SW1-C SW1-BSW1-BSW1-BFIREWALL FIREWALL WC4AT TG WC4 AT TG L1 L1 WC4 AT TG L1 L1 WC4 AT TG WC4 AT TG WC4 AT TG L1 L1 WC4 AT TG WC4 AT TGL1 L1 WC12 AT TG T/WALL ELEVATION 26'-5 3/4" 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 2:18:34 PMS102W SECOND LEVEL WALL FRAMING PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL CheckerNOT FORCONSTRUCTIONSCALE: 3/32" = 1'-0" SECOND LEVEL WALL FRAMING PLAN NORTHRevision ID Transmittal Set Date Transmittal Set Name