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Mechanical Notes: <br />(N) Standoff Assembly <br />(N) Photovoltaic Modules <br />Ridge The Solar Photovoltaic System will be installed in <br />accordance with the requirements of Art. 690 of the <br />2019 CEC. <br />Contractor responsible for complying with all local <br />or national code requirements and manufacturer's <br />manuals for installing a photovoltaic system.4/12 - 18.4º <br />3” max. Roof to Top of supporting rail <br />Modules mounted to Ironridge X10 aluminum racking <br />system. System weight: 2.59 PSF. <br />Distance between penetrations not to exceed 72" <br />inches. <br />Rail overhang from penetrations not to exceed 24 <br />inches. <br />Elevation Detail <br />Scale: NTS <br />TYPICAL VERTICAL INSTALLATION <br />Racking Detail <br />Scale: NTS <br />A B C D E F <br />G <br />16" (Max.)48" (Max.) <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />Roof Hook standoff. <br />Roof shingle Hook Ironridge System <br />Ironridge X10 Support Rail <br />HANWHA QPEAK DUO photovoltaic solar module <br />Ironridge rail splice with ground bushing <br />16" On Center <br />2" x 6" RAFTER <br />Roof member structure: 2" x 6" <br />Top chord of rafter lateral spacing: 16" on center. <br />Roof is Composite shingle with an 4/12 - 18.4º pitch. <br />18”MIN <br />9" <br />3 516" <br />158"1' <br />16" <br />5 <br />2 316" <br />IRONRIDGE FLASHFOOT2, FRONT VIEW <br />A IRONRIDGE FLASHFOOT2, PLAN VIEW <br />Anchor Detail <br />Scale: NTS <br />Lag bolt 5 <br />16" <br />embedment <br />into rafter <br />min 3.5" <br />Lag bolt 5 <br />16" at the anchor embedment min 3.5" into rafter. <br />STAMP: <br />4417 1 <br />2OAKFIELD AV <br />SANTA ANA <br />CA 92703 <br />ADDRESS <br />SHEET TITLE: <br />SHEET NO.: <br />COMMERCIAL & RESIDENTIAL <br />ANDREW TRAN <br />SUBMITAL <br />GRID TIED <br />SOLAR PLAN <br />4.2 KW DC <br />REVISIONS <br />1st. Submital: <br />PV PANEL <br />MOUNT DTL <br />S1.0 <br />4417 1%2 W <br />Oakfield Ave04/12/22