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HomeMy WebLinkAboutB17-0285_S-600_1507155420.pdf6 FOR KING STUD RQMTS ~ SEE: 7 FOR TRIMMER RQMTS ~ SEE: 4 WALL CORNER 1 FOR TYP WALL STUD & SHEATHING RQMTS ~ SEE 3 MAINTAIN TYPICAL STUD SIZE & SPACING ABOVE & BELOW OPENINGS ~ RE: PLAN FOR LOCATIONS SHEAR WALL S-600 9 S-600 6 TYP WALL CORNER OR INTERSECTION TYP HOLDOWN TYP HEADER TYP HEADER & SILL TYP SILL PL TYP TOP PL SPLICE KEYNOTE LEGEND 5 FOR PANEL EDGE BLOCKING AND NAILING REQUIREMENTS, SEE 2 2x TREATED SILL PLATE ~ MATCH WALL STUD WIDTH TYP STUD WALL, UNO 1 2 3 3 4 6 7 7 6 8 SOLID BLOCKING AT JOIST/RAFTER BEARING LOCATIONS 9 10 10 SOLID BLOCK JOIST SPACE AT ALL BUILT-UP POST & TRIMMER LOCATIONS 8 12/S-600 12/S-600 8/S-601 8/S-601 5 S-601 6 S-601 6 S-600 12 S-600 12 S-601 3 3 S-600 CORNER & INTERSECTION DTL 2 CORNER & INTERSECTION DTL 1 EN EN EN EN EN EN ADDNL STUDS AS REQD AT HOLD DOWN LOCS, TYP NOTES: 1. ALL WALL CORNERS & INTERSECTIONS MAY BE CONSTRUCTED PER DTL 1 UNLESS NOTED OTHERWISE IN EN EN 8/S-600 9" MAX 5" MIN SPACING PER 9" MAX 5" MIN END OF SILL PL END OF SILL PL CIP ANCHOR (HDG) W/ 7" EMBED OR SIMPSON TITEN HD W/ 5 1/2" EMBED AND MECHANICALLY GALVANIZED FINISH (ASTM B695, CLASS 55, MIN). ALL ANCHORS CENTERED IN WALL. FOR SPACING AND Ø, SEE 8/S-601 2x PLATE TO MATCH THICKNESS OF WALL. PRESERVATIVE TREATED WHEN IN CONTACT WITH CONCRETE OR MASONRY 8/S-601 4'-0" MIN LAP TOP PL SPLICE STUDS 16d @ 9" OC STAGGERED AT TOP PL SPLICE (2) 16d (2) 16d TOP PLS DBL TOP PLATE LEDGER 12GA x3 1/2" STRAP W/ (4) 16d EA SIDE OF NOTCH TO EA PL STUD CL HOLE W/3 W/8 MEMBER MAX DIA OF HOLE BEAM, JOIST & RAFTER NOTCHING NOT PERMITTED SILL PLATE 1. HOLES SHALL BE DRILLED 2. PRE-DRILL CORNERS OF NOTCHES CL HOLE NOTES: CL HOLE (CLR) 6" MIN W 7" 7" MAX 8" W W/5 W/2 MAX 10" . 3" MAX W W/3 7" 5" TO5" TO 7" MAX 8" W W/3 MAX 8" W 6" MIN CLR JOIST, RAFTER, BEAM , LEDGER DBL TOP PL, SILL PL, STUD KING(S) TRIMMER(S) HEADER, SEE: SCHEDULE FOR SIZE NOTES: 1. HEADERS WITH 2 MEMBERS SHALL BE BUILT PER TYPE A REQUIREMENTS (EXCEPT AT 2x4 WALL). 2. HEADERS WITH 3 MEMBERS SHALL BE BUILT PER TYPE B REQUIREMENTS. 3. HEADERS IN EXTERIOR WALLS SHALL HAVE TYPE 1 NAILING BETWEEN MEMBERS PER PLATES TO MATCH STUD SIZE & GRADE HEADER MEMBERS PER SCHEDULE TYPE A HEADER PLATE TO MATCH STUD SIZE & GRADE HEADER MEMBERS PER SCHEDULE PLYWOOD SPACERS TYPE B HEADER JACK STUD SILL WOOD HEADER SCHEDULE MARK SIZE REMARKS HEADER KEY H2 - 22 # KING STUDS # TRIMMER STUDS HEADER MARK H1 (3) 2x6 -- H2 (3) 2x8 -- H3 (3) 2x10 -- H4 (3) 2x12 -- H5 (3) 1 3/4 x 5 1/2 LVL -- H6 (3) 1 3/4 x 7 1/4 LVL -- H7 (3) 1 3/4 x 9 1/4 LVL -- H8 (3) 1 3/4 x 11 7/8 LVL -- -/--- UNLESS NOTED OTHERWISE © 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 11:49:30 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-600 TYP WOOD DETAILS NO SCALE 8 TYP WOOD STRUCTURAL WALL ELEVATION NO SCALE 3 TYP WOOD WALL CORNER & INTERSECTION NO SCALE 6 TYP ANCHORAGE TO FDN NO SCALE 9 TYP WOOD TOP PLATE SPLICE NO SCALE 10 TYP WOOD HOLE & NOTCH RQMTS NO SCALE 12 TYP WOOD WALL HEADER NO. ISSUE DATE 7/21/2017 10/04/17