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HomeMy WebLinkAboutB17-0285_S-603_1507155420.pdfSHEATHING SEE FLR JOISTS SEE PLAN BLOCKING ABOVE SHEAR WALL. WALL SHEAR CONNECTION AT TOP PLATE SEE DIAPHRAGM NAILING. SEE DOUBLE TOP PL STUD WALL. SEE SHEATHING - SEE SHEAR WALL STEEL POST. SEE PLAN 0.177" Ø PAF CONN @ STL SEE SCHEDULE STUD WALL. SEE PANEL EDGE NAILING. SEE 2x NAILERS 8/S-601 8/S-601 8/S-601 3/8" KNIFE PLATE W/ (2) 3/4" Ø BOLTS POST SEE PLAN DRAG BEAM SEE PLAN 1 1/2" 4 1/2" 1 1/2" 1/2" 4 1/2" 1 1/2" NOTCH BEAM AROUND KNIFE PLATE CONNECTION AT TOP PLATE SEE 1 1/4" CONT LSL RIM TYP EDGE NAILING SEE CONNECTION AT SILL PLATE SEE 8/S-601 8/S-601 8/S-601 TYP EDGE NAILING SEE 8/S-601 TYP EDGE NAILING SEE CONN AT TOP PLATE SEE FULL DEPTH SOLID BLOCKING @ 48"OC 1 1/4" CONT LSL RIM CONNECTION AT SILL PLATE SEE 8/S-601 8/S-601 8/S-601 WEB STIFFENER EA FACE, TYP TOP FLANGE HANGER SEE 2x PL - CONN TO STEEL BEAM. SEE SOLID BLOCKING CONNECTION AT SILL PLATE SEE 8/S-601 SIMPSON DTC @ 16" OC W/ (4) 8d NAILS W/ (2) SIMPSON TITEN SCREW W/ 1" EMBEDMENT (E) CMU SEE PLAN BEARING WALL SEE PLAN © MARTIN/MARTIN 2017 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 SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:49:39 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-603 WOOD DETAILS 1 1/2" = 1'-0" 2 SHEAR WALL @ PERP JOISTS 1 1/2" = 1'-0" 3 SHEAR WALL CONN TO STEEL POST 1 1/2" = 1'-0" 1 TYP SHEAR WALL WOOD DRAG CONNECTION THROUGH STEEL POST 1 1/2" = 1'-0" 4 TYP WOOD JOIST BEARING AT EXT WALL 1 1/2" = 1'-0" 5 TYP WOOD JOIST PARALLEL TO EXT WALL 1 1/2" = 1'-0" 6 TYP JOIST AT EXT FLUSH STEEL BEAM 1 1/2" = 1'-0" 7 DIAPHRAGM TO CMU WALL CONNECTION 1 1/2" = 1'-0" 8 BALCONY BACKSPAN NO. ISSUE DATE 7/21/2017 10/04/17