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HomeMy WebLinkAboutB15-0026_S-602_1438367880.pdfNOTES: 1. VERIFY SETBACK DIMENSIONS SHOWN ABOVE WITH HOLD DOWN MANUFACTURER. 2. NOTIFY ENGINEER OF ALL DISCREPANCIES PRIOR TO INSTALLING ANCHORS. 3. ANCHORS SHALL BE LOCATED AT CENTER OF SILL PLATE, UNO. 4. POST CONNECTORS ARE SIMPSON SDS SCREWS, OR EQUIVALENT, UNO. 5. SEE: FOR STEEL STRAP DETAILS AND ADDNL INFO. S-602 8 SILL PLATE HOLD DOWN, SEE HOLD DOWN SCHEDULE SHEAR WALL POST ANCHOR BOLT MNFR STAND-OFF AS REQD BY SEE SCHED SET BACK, EMBEDMENT (2) STUDS MIN AT ENDS OF SHEAR WALL, TYP AT HOLD DOWN THREADED ROD THRU JST SPACE SIMPSON HOLD DOWN, SEE SCHED FOR SIZE. INSTALL PER MNFRS RECOMMENDATIONS SEE SHEAR WALL SCHED FOR STRAP SIZE & NAILING, CTR ON JST SPACE SLOT PLYWOOD FOR STRAP. MAKE SLOT AS SMALL AS POSSIBLE BLOCK JST SPACE SOLID AT HOLD DOWN BLOCK JST SPACE SOLID AT STRAP WOOD BEAM W/ 6x BLOCKING AS REQ'D @ STRAP. STUD WALL PL STRAP HOLD-DOWN SHEAR WALL BOUNDARY POST. T.O. PLYWOOD SHEAR WALL FOR ADDITIONAL INFORMATION RE: SHEAR WALL SCHEDULE BEND STRAP @ BOTTOM OF BEAM AS REQ'D. EQ CLR RENGTH EQ STEEL BEAM. STUD WALL PL ANCHOR BOLT WELDED TO BEAM. SHEAR WALL HOLD-DOWN SHEAR WALL BOUNDARY POST. T.O. PLYWOOD SHEAR WALL FOR ADDITIONAL INFORMATION RE: SHEAR WALL SCHEDULE 1/4 SHEATHING - RE: SCHEDULE. FLR JOISTS BLOCKING ABOVE SHEAR WALL. T.O. PLYWOOD WALL SHEAR CONN BLOCKING TO TOP PL OF SHEAR WALL. RE: SCHEDULE. DIAPHRAGM NAILING. RE: PLAN DOUBLE TOP PL STUD WALL. RE: PLAN SHEATHING - RE: SCHEDULE. FLR JOISTS POSITION JOISTS AS SHOWN @ EDGE OF SHEAR WALL T.O. PLYWOOD WALL SHEAR CONN BLOCKING TO TOP PL OF SHEAR WALL. RE: SCHEDULE. DIAPHRAGM NAILING. RE: PLAN DOUBLE TOP PL STUD WALL. RE: PLAN FULL DEPTH BLOCKING @ 48" O.C. SHEATHING - RE: SCHEDULE. T.O. PLYWOOD WALL SHEAR FULL JOIST OR BEAM. CONN TO FLOOR BELOW. RE: SCHEDULE STUD WALL. RE: PLAN PANEL EDGE NAILING. RE: SCHEDULE CONN @ POSSIBLE SHEAR WALL BELOW. RE: SCHEDULE. POSSIBLE SHEAR WALL BELOW. RE: PLAN. SHEATHING - RE: SCHEDULE. T.O. PLYWOOD WALL SHEAR STEEL BEAM. RE: PLAN. CONN @ FRAMING BELOW. RE: SCHEDULE STUD WALL. RE: PLAN PANEL EDGE NAILING. RE: SCHEDULE 2x6 PL - CONN TO STEEL BEAM. RE: SCHEDULE. SHEATHING - RE: SCHEDULE. T.O. PLYWOOD SHEAR WALL STEEL BEAM. RE: PLAN. CONN @ FRAMING ABOVE. RE: SCHEDULE STUD WALL. RE: PLAN PANEL EDGE NAILING. RE: SCHEDULE 2x6 PL - CONN TO STEEL BEAM. RE: SCHEDULE. SHEATHING - RE: SCHEDULE. SHEAR WALL STEEL POST. RE: PLAN. DRIVE PIN CONN @ STL RE: SCHEDULE STUD WALL. RE: PLAN PANEL EDGE NAILING. RE: SCHEDULE 2x NAILERS SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2013 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PERMIT 6/14/13 PROGRESS SET 10/27/14 PERMIT SET 02/03/15 2/5/2015 10:04:26 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-602 Fleeger Residence SHEAR WALL DETAILS 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 NO SCALE 7 TYP WOOD HOLD DOWN AT FND NO SCALE 8 TYP WOOD HOLD DOWNS AT FLOOR 1" = 1'-0" 2 STRAP HOLD-DOWN @ WOOD BEAM 1" = 1'-0" 1 HOLD-DOWN @ STEEL BEAM 1 1/2" = 1'-0" 3 SHEAR WALL @ PERP JOISTS 1 1/2" = 1'-0" 4 SHEAR WALL @ PARALLEL JOISTS 1 1/2" = 1'-0" 5 SHEAR WALL BASE PARALLEL TO JOISTS 1 1/2" = 1'-0" 6 SHEAR WALL BASE PARALLEL TO STEEL BEAM 1 1/2" = 1'-0" 9 SHEAR WALL BELOW PARALLEL STEEL BEAM 1 1/2" = 1'-0" 10 SHEAR WALL CONN TO STEEL POST 2/3/2015 07/31/15