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**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! <br />**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. <br />For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org <br />Inland Empire Truss <br />275 West Rider St <br />Perris CA 92571 <br />(951)300-1758 <br />155 Harlem Ave <br />North Building, 4th Floor <br />Glenview, IL 60025 <br />Additional Notes <br />Negative reaction(s) of -572# MAX. from a non-wind <br />load case requires uplift connection. See Maximum <br />Reactions. <br />Lumber shall be dried to a maximum moisture content <br />of 19% prior to installation. <br />Building designer is responsible for conventional <br />framing. <br />Top Chord overhangs shown are only on one ply of <br />truss. <br />Job Number:RE1652_DV <br />OLIVE CREST <br />Truss Label:AA <br />Ply: 2 <br />Qty:1 <br />SEQN:48375 SPEC <br />FROM: <br />Page 2 of 2 <br />Cust: R 6852 JRef:1Yef68520007 T46 <br />DrwNo:295.25.1157.47640 <br />/RTT 10/22/2025 <br />**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! <br />**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. <br />For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org <br />Inland Empire Truss <br />275 West Rider St <br />Perris CA 92571 <br />(951)300-1758 <br />155 Harlem Ave <br />North Building, 4th Floor <br />Glenview, IL 60025 <br />Additional Notes <br />Negative reaction(s) of -572# MAX. from a non-wind <br />load case requires uplift connection. See Maximum <br />Reactions. <br />Lumber shall be dried to a maximum moisture content <br />of 19% prior to installation. <br />Building designer is responsible for conventional <br />framing. <br />Top Chord overhangs shown are only on one ply of <br />truss. <br />Job Number:RE1652_DV <br />OLIVE CREST <br />Truss Label:AA <br />Ply: 2 <br />Qty:1 <br />SEQN:48375 SPEC <br />FROM: <br />Page 2 of 2 <br />Cust: R 6852 JRef:1Yef68520007 T46 <br />DrwNo:295.25.1157.47640 <br />/RTT 10/22/2025 <br />10/22/2025