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Home My WebLink About2150 & 2160 E Fourth St - Trusses - PlanROOF TRUSS CALCULATIONS Project Name:"OLIVE CREST" Project Number:RE1652 Jobsite Location:Santa Ana, CA E.O.R.:GOUVIS ENGINEERING Customer:BSA FRAMING Design Engineer:DV Date:October 22, 2025 The bound truss drawings having an electronic seal and signature printed on each page have been reviewed and approved by the truss designer (truss design engineer). This review and approval applies solely to the attached truss design drawing pages that are bound together. Table of Content · Certificate of Quality · ANSI/TPI Standard Responsibilities · ICCES ESR1118 Evaluation Report on ITW Connector Plates · Inland Empire Truss Inc. General Truss Details · BCSI-BCS B1 Summary Sheet Bracing Recommendations · Truss Placement Plan · Truss Drawings CITY OF SANTA ANA Planning and Building Agency I \5 TIMBER PRODUCTS We Deliver Confidence. 40 Approved FOR PERMIT ISSUANCE Master ID: Date: CERTIFICATE OF MEMBERSHIP WITH TIMBER PRODUCTS INSPECTION, INC. (TP) Be it known that since June 30-2020 Inland Empire Truss Inc. 275 W. Rider Street Perris, CA 92571 is a member of TP's IAS-accredited Metal Plate Connected Wood Truss Auditing Program in good standing and in compliance with regard to our oversight of internal truss plant quality control. To remain in good standing, this member has contractually agreed to- 1 ) Manufacture metal plate connected wood trusses under the most current version of the ANSI/TPI 1 standard. 2) Maintain complete and up to date internal quality control records. 3) Check at least three trusses per line, per setup, per shift, per week. 4) Apply the TP mark to, and only to, products which have been proven through applicable monitoring. TIMBER PRODUCTS INSPECTION 100 Kedron Dr, Peachtree City, GA 30269 Reaffirmed as of September 29, 2020 100 KEDRON DR PEACHTREE CITY, GA 30269 770-922-8000 www.tpinspection.com with offices in Trussville AL, Conyers GA, Duluth MN, Farmington MO, Springfield OR, Vancouver WA, Langley BC Canada E30-COM-MPCW Truss-20200526 TPI 1-2014 REQUIREMENTS OF THE TRUSS DESIGNER AND MANUFACTURER 2.3.5 Requirements of the Truss Designer. 2.3.5.1 Preparation of Truss Drawings. The Truss Designer is responsible for the preparation of the Truss Design Drawings based on the Truss design criteria and requirements set forth in the Construction Documents or as otherwise set forth in writing by the Building Designer as supplied to the Truss Designer by the Contractor through the Truss Manufacturer. 2.3.5.2 Single Truss Component Design. The Truss Designer shall be responsible for the design, in accordance with this Standard, of each singular Truss depicted on each Truss Design Drawing. 2.3.5.3 Truss Design Drawing Seal and Signature Where the Legal Requirements mandate a Registered Design Professional for buildings, each individual Truss Design Drawing shall bear the seal and signature of the Truss Designer. Exception: When a Cover/Truss Index Sheet is used, it is the only document required to be signed and sealed by the Truss Designer. 2.3.5.4 Truss Placement Diagram. When the Truss Placement Diagram serves only as a guide for Truss installation, it does not require the seal of the Truss Designer. 2.3.5.5 Information on Truss Design Drawings. Truss Design Drawings shall include, at a minimum, the information specified below: (a) Building Code used for design, unless specified on Cover/Truss Index Sheet. (b) Slope or depth, span and spacing. (c) Location of all joints and support locations. (d) Number of plies if greater than one. (e) Required bearing widths. (f) Design loads as applicable, including 1. Top Chord live load (for roof Trusses, this shall be the controlling case of live, snow or rain load); 2. Top Chord dead load; 3. Bottom Chord live load; 4. Bottom Chord dead load; 5. Additional loads and locations; 6. Environmental load design criteria (wind speed, snow, rain, seismic, and all applicable factors as required to calculate the Truss loads); and 7. Other lateral loads, including drag strut loads. (g) Adjustments to Wood Member and Metal Connector Plate design values for conditions of use. (h) Maximum reaction force and direction, including maximum uplift reaction forces where applicable. (i) Metal Connector Plate type, manufacturer, size, and thickness or gauge, and the dimensioned location of each Metal Connector Plate except where symmetrically located relative to the joint interface. (j) Size, species and grade for each Wood Member. (k) Truss-to-Truss connection and Truss field assembly requirements. (l) Calculated span to deflection ratio and/or maximum vertical and horizontal deflection for live load and for live plus dead load and as applicable per Section 7.6. (m) Maximum axial tension and compression forces in the Truss members. (n) Fabrication tolerance per Section 6.4.10. (o) Required Permanent Individual Truss Member Restraint Location. (p) Truss Designer 2.3.5.6 Responsibility Exemptions. The Truss Designer is responsible for items listed in Section 2.3.5 and is not responsible for the requirements of other parties specified outside of Section 2.3.5. 2.3.6 Requirements of the Truss Manufacturer. 2.3.6.1 Truss Design Criteria and Requirements. The Truss Manufacturer shall obtain the Truss design criteria and requirements from the Construction Documents. 2.3.6.2 Communication to Truss Design Engineer. The Truss Manufacturer shall communicate the truss design criteria and requirements to the Truss Designer. 2.3.6.3 Alternate Truss Designs. If an alternative or partial set of truss design(s) is proposed either by the Truss Manufacturer or the Truss Designer, such alternative set of design(s) shall be sent to and reviewed by the Building Designer for the Building prior to manufacturing. Where the Legal Requirements mandate a Registered Design Professional for buildings, these alternative set of design(s) do not require the seal of the Truss Designer until accepted by the Building Designer, whereupon these alternative Truss Design Drawings shall be sealed by the Truss Designer. 2.3.6.4 Truss Placement Diagram. Where required by the Construction Documents or Contract, the Truss Manufacturer shall prepare the Truss Placement Diagram that identifies the assumed location for each individually designated Truss and references the corresponding Truss Design Drawing. The Truss Placement Diagram shall be permitted to include identifying marks for other products including Structural Elements, so that they can be more easily identified by the Contractor during field erection. When the Truss Placement Diagram serves only as a guide for Truss installation and requires no engineering input, it does not require the seal of any Registered Design Professional including in cases where the Legal Requirements mandate a Registered Design Professional for buildings. 2.3.6.5 Required Documents. The Truss Manufacturer shall supply to the Contractor the Truss Submittal Package, including the Truss Design Drawings, a Truss Placement Diagram, if required by the Construction Documents or Contract, and the required Permanent Individual Truss Member Restraint location and the method to be used per Section 2.3.6.6 Special Application Conditions. The Truss Manufacturer shall be allowed to provide detail drawings to the Contractor to document special application conditions. 2.3.6.7 Truss Submittal Packages. Where required by the Construction Documents or Contract, Legal Requirements or the Building Official, the Truss Manufacturer shall provide the appropriate Truss Submittal Package to one or more of the following: Building Official; Building Designer and/or Contractor for review and/or approval per Section 2.3.4.2. 2.3.6.8 Reliance on Construction Documents. The Truss Manufacturer shall be permitted to rely on the accuracy and completeness of information furnished in the Construction Documents or otherwise furnished in writing by the Building Designer and/or Contractor. 2.3.6.9 Fabrication Tolerance. The Truss Manufacturer shall determine the value for the fabrication tolerance to be used in the design of the Trusses (see Section 6.4.10). 2.3.6.10 Manufacturer Quality Criteria. The Truss Manufacturer shall manufacture the Trusses in accordance with the final Truss Design Drawings, using the quality criteria required by this Standard unless more stringent quality criteria is provided by the Owner in writing or through the Construction Documents. 2.3.6.11 In-Plant Truss Inspections. Truss inspections, as required by the Jurisdiction, shall be performed at the manufacturer’s facility using the manufacturer’s In-Plan Quality Assurance Program monitored by an inspection agency approved by the Jurisdiction, and shall satisfy any Quality Control/quality assurance requirements for the Trusses and shall satisfy any designated in-plant special inspection requirements for the Trusses. 2.3.6.12 Responsibility Exemptions. The Truss Manufacturer is responsible for items listed in Section 2.3.6, and is not responsible for the requirements of other parties specified outside of Section 2.3.6. ICC EVALUATION SERVICE" ICC-ES Evaluation Report ESR-1118 Reissued January 2025 This report also contains: - City of LA Supplement Subject to renewal January 2027 - FL Supplement CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE Master ID: Date: ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. opyright © 2025 ICC Evaluation Service, LLC. All rights reserved. DIVISION: 06 00 00— REPORT HOLDER: WOOD, PLASTICS AND COMPOSITES Section: 06 17 53— Shop-Fabricated Wood Trusses ITW BUILDING COMPONENTS GROUP INC. 1.0 EVALUATION SCOPE EVALUATION SUBJECT: ALPINE TRUSS PLATES (METAL CONNECTOR PLATES): WAVE, H AND SS, TRULOX AND HINGE PLATES Compliance with the following codes: ■ 2021, 2018, 2015, and 2012 International Building Code° (IBC) ■ 2021, 2018, 2015, and 2012 International Residential Code° (IF Property evaluated: ■ Structural 2.0 USES The Alpine Truss Plates (Metal Connector Plates) described in this evaluation report are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 Wave PlateTm Truss Plate Connector: The Wave PlateT"" metal truss connector plates are manufactured from No. 20 gage [minimum 0.0356 inch (0.904 mm) total thickness] steel complying with ASTM A653 SS Grade 40, with a G60 galvanization coating [0.0005-inch (0.013 mm) thickness on each side], and a minimum base -metal thickness of 0.0346 inch (0.879 mm). The Wave Plate is also available with G90 [0.0008-inch (0.019 mm) thickness on each side] and G185 [0.0016-inch (0.040 mm) thickness on each side] galvanizing levels applied to the same minimum base - metal thickness steel as specified forthe G60 galvanized Wave Plate. Pairs ofteeth are punched forming slots which are 0.12 inch (3.0 mm) wide and 0.50 inch (12.7 mm) long, are aligned parallel to the plate length, and are spaced 0.25 inch (6.35 mm) on center across the width of the plate and 1.0 inch (25.4 mm) on center along the length of the plate. Adjacent teeth are staggered along the length of the plate 0.06 inch (1.52 mm) from each other in a double alternating pattern, resulting in three slot positions: centered in the row; +0.06 inch (1.52 mm) from the center of the row; and -0.06 inch (1.52 mm) from the center of the row, resulting in an undulating or "wave" pattern within each row of slots. The Wave PlateT"" is available in 1-inch (25.4 mm) increments of both width and length. See Figure 1 for details. 3.2 H and SS Connector Plates: H and SS connector plates are manufactured in two forms known as H (High Strength, also referred to as HS) and SS (Super High Strength) from No. 20 gage [minimum 0.0356-inch (0.904 mm) total thickness] and �,11 AJM Page 1 of 10 ESR-1118 Page 2 of 10 No. 18 gage [minimum 0.0466-inch (1.18 mm) total thickness], respectively, steel complying with ASTM A653 HSLAS Grade 60, with a G90 galvanization coating [0.00075-inch (0.019 mm) thickness on each side], and minimum base-metal thicknesses of 0.0341 inch (0.866 mm) and 0.0451 inch (1.146 mm), respectively. The H and SS plates are also available with G60 [0.0005-inch (0.013 mm) thickness on each side] and either G185 [0.0016-inch (0.040 mm) thickness on each side] or ASTM A153 Class D galvanizing levels applied to the same minimum base-metal thickness steel as specified for the G90 galvanized H and S plates. Pairs of 0.115- by-0.327-inch (2.92 by 8.31 mm) teeth are punched perpendicular to the plane of the plate, each pair leaving a 0.115-by-0.49-inch (2.92 by12.45 mm) slot in the plate. The slots are spaced 0.875 inch (22.23 mm) apart on center lengthwise. Slots are grouped in sets of four, with each set consisting of four slots spaced 0.3125 inch (7.94 mm) apart on center widthwise. Adjacent slots across thewidth are staggered 0.4375 inch (11.11 mm) lengthwise. Sets of slots are spaced 1.3125 inches (33.34 mm) apart on center widthwise. There are 6.97 teeth per square inch (1.08 teeth/cm2) of plate. Teeth are pointed on the end and V-shaped in cross section. See Figure 2 for details. 3.3Trulox Connector Plate: Trulox nail plates are made from No. 20 gage [minimum 0.0356-inch (0.904mm) total thickness] steel complying with ASTM A653 SS Grade 40, with a G60 galvanization coating [0.0005-inch (0.013 mm) thickness on each side], and a minimum base-metal thickness of 0.0346 inch (0.879 mm). The Trulox Connector Plate is a flat nailing plate without integral teeth, with 0.131-inch-diameter (3.33 mm) nailing holes spaced 1 inch (25.4 mm) on center lengthwise and 0.667 inch (16.94 mm) on center widthwise. Adjacent holes along the length are staggered 0.333 inch (8.38 mm) widthwise. There are 1.5 holes per square inch (645.16 mm 2) of plate. Plates are connected to wood with separately applied nails, such as 1.375-inch-long (34.93 mm), No. 11 gage diameter [0.1205 inch(3.06 mm)], spiral shank truss nails, or similar. The Trulox nail plate is identified by its hole pattern and the lack of any integral teeth. See Figure 3 for details. 3.4Hinge Plate: 2-by-8 Hinge Plates are made of No. 18 gage [minimum 0.0466-inch (1.18 mm) total thickness] steel complying with ASTM A653 SS Grade 37, with a G60 galvanization coating [0.0005 inch (0.013 mm) thickness on each side], and a minimum base-metal thickness of 0.0456 inch (1.16 mm). The Hinge Plate connector consists of two 2-by-4.5-inch (51 by 114 mm) metal plates, overlapped by 1 inch (25.4 mm) and grommetedtogether with a brass grommet through a punched hole in each plate. For each side of the hinge plate, three rows of eight pairs of teeth per row are punched perpendicular to the plane of the plate, each pair leaving a 0.12 by 0.50- inch (3.0 by 12.7 mm) slot in the plate. The slots are spaced 1 inch (25 mm) apart on center lengthwise and 0.25 inch (4.2 mm) apart on center widthwise, leaving 48 teeth on each side of the hinge, i.e., a total of 96 teeth per plate. Each slot is offset along its length 0.06 inch (1.52 mm) from the adjacent slots. Teeth are pointed on the end and V-shaped in cross section. See Figure 4 for details. 4.0 DESIGN AND INSTALLATION 4.1General: Wave, H, S and Hinge Truss Plates are pressed into the wood for the full depth of their teeth by hydraulic presses, pneumatic presses, or roller presses, or by passing the unit through a stationary roller press. Design values shown for hydraulic-platen embedment are valid for hydraulic, pneumatic presses, multiple roller presses that use partial embedment followed by full-embedment rollers, or combinations of partial embedment roller presses and hydraulic-platen presses that feed trusses into a stationary finish roller press. Design values shown for single pass roller presses are valid for rollers 18 inches (457.2 mm) or larger in diameter. Trusses must be assembled within the tolerances provided by TPI’s Quality Criteria for Metal Plate Connected Wood Trusses, as shown in Section 3 of ANSI/TPI 1, National Design Standard for Metal Plate Connected Wood Truss Construction. 4.2Allowable Design Values: 4.2.1Wave, H and SS Truss Plates:Allowable design values for Wave, H and SS, Truss Plate Connectors used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. The design, manufacture, and installation of trusses employing the truss plates must comply with IBC Section 2303.4 or IRC Sections R502.11 and R802.10, as applicable. 4.2.2Trulox Truss Plate Connector:This connector is a nail plate using separately applied nails. Effective steel tension strength ratios must be determined based on accepted design principles for steel. Allowable steel shear design values are shown in Table 2. Lateral resistance values must be determined in accordance with ESR-1118 Page 3 of 10 the design values for nails in the AWC National Design Specification for Wood Construction. Allowable design values are applicable when the connection is made with identical plates and nailing patterns on opposite sides of the joint. 4.2.3Hinge Plate:The allowable design values of Hinge Truss Plate Connectors in shear, tension and compressionare shown in Table 3. Imposed forces at the joint and within the truss containing the joint must be determined using a structural model with a pin at the hinge joint location. Allowable design values are applicable when the connection is made with a 1-inch (25.4 mm), or smaller, gap between the two wood members at the connection. The design load due to combined shear and axial loads must not exceed the allowable load using the Hankinson formula as follows: F P where: F = Imposed combined shear and axial load, lb = (F a2 + Fv2)0.5 P = Allowable combined shear and axial load, lb = (P a x Pv)/((Pa x (sin )2) + (Pv x (cos )2)). Fa = Imposed axial force, lb. Fv = Imposed shear force, lb. Pa = Allowable axial force, lb. (In compression or tension corresponding to imposed axial force). Pv = allowable shear load, lb. (theta) = angle between F and the length of the plate. 5.0CONDITIONS OF USE: The Alpine Truss Plates (Metal Connector Plates) described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer’s published installation instructions and this report, this report governs. 5.2 Each application for a building permit using these truss plate connectors must be accompanied by calculations, details and other documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, fabrication, quality assurance and inspection, refer to ANSI/TPI 1, engineering drawings and the applicable code. 5.4 The design values (lateral resistance values, effective tension strength ratios, and effective shear resistance ratios) used in the design of trusses using Wave, H and SS metal truss connector plates must not exceed those listed in Tables 1 and 2. The shear resistance ratios used in the design of trusses using Trulox Truss Plate Connectors must not exceed those listed in Table 2. The shear, tension and compression loads used in the design of trusses using Hinge Truss Plate Connector must not exceed those listed in Table 3. Load combination reductions must be in accordance with the applicable code. 5.5 All lumber used in the fabrication of trusses using Alpine Truss Plate Connectors must be graded in compliance with the applicable building code and must have a moisture content not to exceed 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4.6 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable loads shown in the tables of this report are not applicable to metal connector plates embedded in either fire-retardant-treated lumber or preservative-treated lumber. 5.6 Metal truss connector plates and hinge plates must be installed in pairs on opposite faces of truss members. 5.7 Galvanized G60 and G90 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. Note: Conditions 5.8 through 5.13 apply to Hinge Plate metal connectors only: 5.8 Allowable load values for the Hinge Plates are applicable to hinge plate pairs installed on opposite faces and positioned in the 180-degree (unbent) position in the final installation of the truss. ESR-1118 I1KPZ +.J Most Widely Accepted and Trusted I CITY OF SANTA ANA PIannR 4600ing Agency 5.9 The allowable compression load given in Table 3 is valid for applications where she truss chord members containing the metal hinge plates, and lateral translation acr, by the sheathing being installed continuously across the joint as prescribed by c acceptable to the code official. Hinge plate connectors must not be used to transfer perpendicularto the plane of the truss, such as for design of load transfer atjoints of hing isARPx9y@d 3f"dE RMH1bl15S UA N CE 1e or by other means ny loads in a direction 1M4"iaphragms. 5.10Due to the rotation provided at the joint of the Hinge Plates, the truss design must lr deled with a pin at the hinge joint location. In the final installed condition, shear loads must be applie within the plane of the hinge plate, at a 90-degree angle to the long axis. 5.11 Design of diaphragms with trusses manufactured with the Hinge Plate is outside the scope of this report. 5.12AIlowable design values given in Table 3 for Hinge Plate connectors are applicable when the connection is made with a 1-inch (25.4 mm), or smaller, gap between the two wood members at the connection. No adjustments for load duration are permitted. 5.13Use of the Hinge Plate is limited to prefabricated trusses. Field installation is prohibited. Compliance with IBC Section 2303.4 or IRC Sections R502.11 and R802.10, as applicable, is required. 5.14The Alpine Truss Plates (Metal Connector Plates) described in this report are manufactured under quality control programs with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1 for Alpine Wave; H and SS; and Trulox metal truss plate connectors. 6.2 Engineering summary of plate properties, table of design values, prepared by Alpine Engineered Products, Inc. (now ITW Building Components Group, Inc.). 6.3 Manufacturer's descriptive literature. 6.4 Data in accordance with the ICC-ES Acceptance Criteria for Metal Hinge Plate Connectors for Wood Trusses (AC283), approved November2015 (editorially revised January 2021) for Alpine hinge plate metal connectors. 7.0IDENTIFICATION 7.1 The ICC-ES mark of conformity, electronic labeling, or the evaluation report number (ICC-ES ESR-1118) along with the name, registered trademark, or registered logo of the report holder must be included in the product label. 7.2 In addition, Wave PlatesT"' are identified by the unique double -offset slot pattern (see Figures 1 through 4). H and SS plates are identified by the embossed symbol "Alpine" and either "H20" or S18" for the H and SS plates, respectively. Hinge plates are identified by the grommeted hinge and the symbols "Alpine" or "HP28W." 7.3 The report holder's contact information is the following: ITW BUILDING COMPONENTS GROUP INC. 155 HARLEM AVENUE NORTH BUILDING — 4T" FLOOR GLENVIEW, ILLINOIS 60025 (800) 326-4102 www.alpineitw.com ESR-1118 Page 5 of 10 TABLE 1—WAVE PLATE TM, H and SS PLATES ALLOWABLE LATERAL RESISTANCE VALUES (lb/in 2/PLATE)1 ITW BCG PLATE TPI AREA BASIS LUMBER2 HYDRAULIC-PLATEN EMBEDMENT VALUES3 SINGLE-PASS ROLLER EMBEDMENT VALUES 3 AA EA AE EE AA EA AE EE WAVE GROSS AREA (0" end & 0" edge distances) S. Pine 206 158 163 170 179 143 142 153 Doug. Fir-Larch 206 156 145 153 179 141 126 138 Hem-Fir 164 109 106 124 134 96.7 86.5 110 SPF 159 109 106 118 130 96.7 86.5 105 NET AREA (1/2" end & 0" edge distances) S. Pine 275 195 163 170 239 177 142 153 Doug. Fir-Larch 275 195 145 153 239 177 126 138 Hem-Fir 208 134 106 124 170 119 86.5 110 SPF 208 130 106 118 170 115 86.5 105 H4 NET AREA (7/16" or 11/32" end & 0" edge distances) S. Pine 197 128 122 123 147 116 91 112 Doug. Fir-Larch 197 128 120 115 147 116 89 104 Hem-Fir 143 84.7 82.5 92.7 117 81.2 67.1 88.9 SPF 141 84.1 81.6 92.7 114 80.7 66.4 88.9 SS4 NET AREA (7/16" or 11/32" end & 0" edge distances) S. Pine 236 173 156 136 182 133 120 105 Doug. Fir-Larch 236 173 156 136 182 133 120 105 Hem-Fir 161 127 117 112 126 99 91 87 SPF 161 127 117 112 126 99 91 87 For SI: 1 psi = 6.9 kPa. 1Values given in Table 1 are allowable lateral resistances of the metal connector plate teeth, expressed in pounds per square inch of plate for a single plate(double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2Values given in Table 1 are based on the following assigned specific gravities for the lumber species combinations listed:S. Pine G = 0.55, Doug fir-larch G = 0.50, hem-fir G = 0.43, SPF G = 0.42. 3Plate orientation designations: AA = Plate slots parallel to load, wood grain parallel to load. EA = Plate slots perpendicular to load, wood grain parallel to load. AE = Plate slots parallel to load, wood grain perpendicular to load. EE = Plate slots perpendicular to load, wood grain perpendicular to load. 4ITW BCGH and SS plates: an end distance of 7/16 inch applies for the AA orientation, and an end distance of 11/32 inch applies for the EA orientation. TABLE 2—WAVE PLATE TM, H, SS AND TRULOX PLATES EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY & FORCE DIRECTION WAVE PLATETM H PLATE SSPLATE TRULOX PLATE Effic’y Ratio pli/pair of Plates Effic’y Ratio pli/pair of Plates Effic’y Ratio pli/pair of Plates Effic’y Ratio Pli/pair of Plates Tension @ 0º0.512 895 0.710 1784 0.735 2444 -- Tension @ 30º----0.411 1367 -- Tension @ 60º----0.289 961 -- Tension @ 90º0.486 849 0.300 754 0.269 894 -- Shear @ 0º0.563 656 0.435 656 0.568 1133 0.711 829 Shear @ 30º0.739 861 0.720 1086 0.752 1500 0.632 737 Shear @ 60º0.832 969 0.810 1223 0.941 1877 0.708 825 Shear @ 90º0.487 567 0.517 780 0.642 1281 0.665 775 Shear @ 120º0.454 529 0.330 498 0.515 1027 0.227 265 Shear @ 150º0.477 556 0.412 622 0.418 834 0.147 171 For SI: 1 lb/inch = 0.175 N/mm, 1 inch = 25.4 mm. ESR-1118 Page 6of 10 TABLE 3—HINGE PLATE ALLOWABLE DESIGN VALUES 1,2,3 PROPERTY ALLOWABLE DESIGN VALUE (lb) Shear 566 Tension 810 Compression 810 For SI:1 lb = 4.448 N. 1Design values determined using SPF lumber. 2Tabulated design values must not be increased by any load duration factor. 3Allowable design values are applicable to application of the metal plates installed in pairs to truss chord members. FIGURE 1—WAVE PLATE ESR-1118 Page 7of 10 The H and SS platesare available in width increments of 1 5/16 inch (33.3 mm) and length increments of 1 3/4 inches (44.4 mm) This drawing shows size H0203 or S0203 (2 5/8 x 31/2 inches) (67 x 89 mm) FIGURE 2—H AND SS PLATES FIGURE3—TRULOX PLATE ESR-1118 Page 8of 10 FIGURE4—HINGE PLATE CITY OF SANTA ANA Planning and Building Agency ES ICC-ES Evaluation Report ESR-1118 City of L RE This report is subject to rE www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Internat Supplement us� J��uary 2025 as er ".January 2027. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: ITW BUILDING COMPONENTS GROUP INC. EVALUATION SUBJECT: ALPINE TRUSS PLATES (METAL CONNECTOR PLATES): WAVE, H AND SS, TRULOX AND HINGE PLATES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Alpine Truss Plates (Metal Connector Plates), described in ICC-ES evaluation report ESR-1118, have also been evaluated for compliance with the codes noted below as adopted by the Los Angeles Department of Building and Safety (LADBS). Applicable code editions: ■ 2023 City of Los Angeles Building Code (LABC) ■ 2023 City of Los Angeles Residential Code (LARC) 2.0 CONCLUSIONS The Alpine Truss Plates (Metal Connector Plates), described in Sections 2.0 through 7.0 of the evaluation report ESR-1118, comply with the LABC Chapter 23, and the LARC, and are subject to the conditions of use described in this supplement. 3.0 CONDITIONS OF USE The Alpine Truss Plates (Metal Connector Plates) described in this evaluation report supplement must comply with all of the following conditions: • All applicable sections in the evaluation report ESR-1118. • The design, installation, conditions of use and identification of the Alpine Truss Plates (Metal Connector Plates) are in accordance with the 2021 International Building Code® (IBC) provisions noted in the evaluation report ESR-1118. • The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16, 17 and 23, and LARC Section R802, as applicable. • Trusses utilizing the Alpine Truss Plates (Metal Connector Plates) shall be fabricated in the shop of a licensed fabricator, approved by the City of Los Angeles Building Department. • Under the LARC, an engineered design in accordance with LARC Section R301.1.3 must be submitted. This supplement expires concurrently with the evaluation report, reissued January 2025. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to arty finding or other matter in this report, or as to any product covered by the report �o Page 9 of 10 d JANCE Copyright © 2025 ICC Evaluation Service, LLC. All rights reserved. CITY OF SANTA ANA Planning and Building Agency ES ICC-ES Evaluation Report ESR-1118 F RE This report is subject to rE Supplement ued January 2025 Aa efalliary 2027. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the lnternatyonal Code Council° DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: ITW BUILDING COMPONENTS GROUP INC. EVALUATION SUBJECT: ALPINE TRUSS PLATES (METAL CONNECTOR PLATES): WAVE, H AND SS, TRULOX AND HINGE PLATES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Alpine Truss Plates (Metal Connector Plates), described in ICC-ES evaluation report ESR-1118, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2023 Florida Building Code —Building ■ 2023 Florida Building Code —Residential 2.0 CONCLUSIONS The the Alpine Truss Plates (Metal Connector Plates), described in Sections 2.0 through 7.0 of the evaluation report ESR-1118, comply with the Florida Building Code —Building and the Florida Building Code —Residential. The design requirements must be determined in accordance with the Florida Building Code —Building or the Florida Building Code —Residential, as applicable. The installation requirements noted in ICC-ES evaluation report ESR-1118 for the 2021 International Building Code® meet the requirements of the Florida Building Code —Building or the Florida Building Code —Residential, as applicable, with the following condition: a) Compliance with Section 2304.10.5 of the Florida Building Code —Building and Section R317.3 of the Florida Building Code —Residential is required. Alternatively, connectors must be protected as described in Section 5.7 of the evaluation report ESR-1118. Use of the the Alpine Truss Plates (Metal Connector Plates) has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the Florida Building Code —Building and the Florida Building Code —Residential with the following condition: a) For connections subject to uplift in accordance with FBC Section 2321, the connection must be designed for no less than 700 pounds (3114 N). For products falling under Florida Rule 61 G20-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report ESR-1118, reissued January 2025. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed �� d as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as �o ANrA6 to arty finding or other matter in this report, or as to any product covered by the report d JANCE Copyright © 2025 ICC Evaluation Service, LLC. All rights reserved. Page 10 of 10 DETAILDETAIL DETAIL DETAILDETAIL DETAILDETAIL DETAILDETAIL CITY OF SANTA ANA Planning and Building Agency GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify the Los tosses n cran usoccos de oil rtrode one frequency or location of temporary lateral restraint identlfrque la fiscuMtda,lcraluadon de resulted, lateral tl diagonal boating. Follow the recommendations. yamlosrredal ta'nporales. Use las Prounendlones for handling, Installing and temporary restraining de manejo, lnstaladdry resVockin y andesbe tar lce andb g ftmsses Refer to BCSI G'detn bstnrsses tea MfallINn BLSI Guia de Suer, Pranrre Goode ctic f Handing Insaling Re t n pars NMan ro lnstabcan Regrl , Annoeve de less & B of Metal Plate Connected Wood TNsses be Mao'a-, looser dos crm Platas de Mebl*** TO1652S for more detailed Inforoul pars form masdeisgo. Truss Desgn Drawings may specdy lol of Las dbujos de offsee de l bu pualen esµ fires, permanent lateral restraint o, reinforcement for las fecaeao" ce tnN I ravel permanent, o Inds dual truss members Refer to the SCSI- refire so 1. ecandyes froxxhistiesdel buss. tya Is 03**- for more Information NI other permanent Wyla resrmen SCSI-83*** pars mess iwbmiacmn. EI boating design Is the responsibility of the building rest, de bs dl nos de aMosrres pemmcotes son 1,designer. isse insabllidad de' dsenader del ex... WARNING The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse; serious personal injury or death. iADVFRTFNCIAI El resuhtadu de on manej0, fevanramlenm, socialmsmcedn y arrisome fnonnetto puede se�/a caide de Is estiuctura o a peo, h "d a- CWMM Exercise cam when removing bantling and handling trusses to avoid damaging tru,sas and pmvwm Injury. Wear Irr personal protectequipment r t nt for the eyes, feet, hands and head h for with b,.e- MWYMN Umice cautefe al quwrar /as ataduras o 1. pedams de metal de adeta, par, ewtar lane a las busses y pr on, la hevida personal. Llem el squln, po2ac fvo personal pat op; p,., maA Use d"r,H(M 9 Utilke. nna y cabeea cuando trabaja ron busses. specialre Incurdade especial on dy weather or dies vertems o terra nearpower nes am cables elecmons 0 / Iand airports.. de aeropuertes. Spreader bar for truss HANDLING - "'A MANEJO cov o 0 STEM AVOidblriding Emote /a tlexldn lateraamodUse proper rig Use' Nulpd spooll. grog and hoisting pars levantare The contractor is responsible for equipment Impre- pronely receiving, unloading and storing thtr es st the)absim Unload le. -to smood, surface to prevent damage El caresUsts ben, 0 responsab@dad de b desxgar y almans cae ad me Iris bu la rib.. Dese T c I trusses so I U If .par, pavan ldai ®, � DO NOT store NO dlmarnne t r unit, ,di bundles ve deemente ler _ - upright. trusses sueltes. Trusses may be m aded diced=, an the ground A the time of da" y or shred tenporariN in contact with the ground after all If trusses are m be stared for more than one weak, place blacking ofsufiuent height beneath the stack of trusses at 8,(24 )to. 10 (3 )o to (e c). Los busses Wed d rgadas dy-ennente an I suele an aq 1 M Deb g alnaccomm;cemporl fo co tit nd gueb dgpuase eg b6t ins bosts, estemn uardados pars Inds as ,crones bbqueando as aTI. soficion. detras de la pub de le, trusses a 8 has[ I0ofnanPo(ac) (S) DONOTstore NO almacere en Berra For trusses stored far more than one week, cover uneven ground desigual bundles to protect from the environment 1 Fry busses guamaeos per is tle una snob4sr cirbra bs paque(a Para pm[egerlos del ambience. Asherti BCSI*** far more del Information 1lataming to handling and jobsha e catim of trucces.- - yea I foPHo BCST pa /rdb Cain etas debt kit bra elm h y auest ep de less trusses an area de traba3d. HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES DON'T overload the crane. NO sobrccargue b grua. NEVER use banding to lit a bundle NUNCA use has atadu,as para levantar un paquem. A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses up to 30' (9.1 m). Use at least two IIft ports for bundles of top A Do tot over load supporting chord pitch tosses up to 60 (18.3m) and paml- structure with truss bundle. let them trusses up to 45' (13.7m). Use at least three IIft points for bundles of top chord pitch No cobrerargue la trusses >60' (18.3m) and parallel chord trusses esbuctura apoyada con el pall de >45'(13.7rl trusses. Puede usar 11-1,111 gar de levantar Para Pa- 10 Place truss bundles in stable position. quetes de busses de Is cuerda superior hasty 45' y busses de erernaspzralebs de 30', mans Puse paltle trusses en una pashtldn Use per to mares dos pones de levantar son estable. grupm de mosses it, enema supener indinada hasfa 60' y trusses de cuerdas paralelas hasty 45: Use per io memos dos pantos de levanra,ro gmpos de trusses de nrerda superbrindimda mess de 60' y tm-de crerdas pamlelas mess de 45: MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDAC70NES PARA LEVANTAR TRUSSES INDMDUALES FVrTM Using a single pick paint at the peak can damage the truss. EI use de un solo lugar to el pion pars Ievantarpnede hacerdana al truss. Appmx. t/zy _ Ta011ne TMu55es xasin 3,=)-� Laeeld SPmeIIIBack tler bares a 1 u mmxl above mU neMM -,ale � ......... S� ) �_ spoonCar b -� sxasTx6 rues Teg Me 4Wn gn 7nussEs xaxrA a S,aRF ro(ee�m)� 0 Hld each truss n position with the erection equipment until top chord temporary lateral restraint No stalled and the truss is fastened to the bearing Points. Sosteal cads Buss en pesaa6l con equip, de grua hasra qua he rest'uidn lateral temporal de la [manta supenor este rnstabdo y at truss esta asegumdo an Ins soportes. INSTALLATION OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA NANO Trusses 20' -" '�. -' Trusses 30' ,t (6�.1 mu or (9.s mu or t _ ^, s pport less, support at ear peak quarter pools. Stpoorte sopone de I prto I. wartos fos tosses �.- 7nusses up fo 20' it de tram, bs t Trusses up deea2�pleso (6.1 m) busses de 30 (91 m) Trusses h.- 20 pies pies o mess. Trusses hasty 30 pies TEMPORARY RESTRAINT & BRACING RESTRZCCION YARRIOSTRE TEMPORAL Refer to BCSI-62**'for more --� Top Chord Temporary Information Lateral ReStmim V. el resumes BCSI-B2***its ra cods rn(tiry - (TCTLR) 2x4 m n. Locate ground braces far first truss directly --'I I line with l all rows of to chord tem - n M e Porary Iaterai restraint (see table n the next column) C Coll 1. am,sbes tle therm pat at primer x -g0-` truss mrectamante en Ifrse con cads una de bs filas de remb-6n lateral temporal or, la Brace tlrrt buss cueope superior (uses la tabla an la prdxrma f-securely helore mlumna). enectlPP of addift-I DO NOT walk an P1111. unbrecetl trusses. ` l NO camrn an musses kos. F. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 1) Install ground b-op 2) Set first truss and attach securely to ground bratlng. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see helow). 5) install web member plane diagonal bracing to scibillbe the first five trusses (see below) 6) Install bottom chord temporary lateral restraint and dlagonal trading (see below) 7) Repeat process With groups of four trusses until all trusses are set 1) tnstam as, amoston de Gels 2) Instals a primer, truss y ate seg-mane al arriostre de Am. 3) Imlcle in, p ron 4 busses ono restrtccldn lateral temporal de mlembm coda (vea abajo) 4) InstalInstale el.amil diagonal de la cuerdo superior (yea abajo). 5) Instals am'osbe diagonal parrs his plans de /as mrembros secunarlos par, esabdice los coma ns on- busses (yea abajo). 6) Insrale la mWit 'dn lateral temporal y arrostre diagonal para la cuelda inferfor (uses aWjti). 7) Repea estepmcedfinn-tti en grapes de tvatm busses haste qua [odes /es trusses. aster PerfaadesMUM . Refer bp BCSI-82*** for more information. lea el resumer BCSI-Bra***Fame mess informacklo. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES RESTRICC76NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES This restraint & bracing methW is far all trusses except 3x2 and 4i2 parallel chord trusses (PCrs). See top of next column for temporary restraint and bracing of PCr . Este mdiodo de restimdn y arriostre as pat lode trusses except, trusses de cuereas paramles (TC7) 3x2 y 4x2, ✓ea la pare wpeou, de la oulumrra Para la restioddn y amasm, temporal de PC7s. 1) TOP CHORD - CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint(TCTLR) Spacing Lorgitud de T coo Espac,amiarto tle/Arriosfre Temporal de la C mmda Supedo, Up to 1" (9 1 m) 10(3 m)oc max 30(91 m)- 45'(13.7 on) 8(24 mac. max 45'(13.7 m)- 60' (18.3 no 6'(1.8 m) o.c. max. 60'(183 m)- 4'(1.2 m) o.c. max. sly(24.4 m)* :Comsult a Registered Design professional for trusses longer than 60' (1H.3 ri Consuffis a un Prefassht-1 Regfsnade de Demna M trusses max de 60 ores. 2 See Si... for TCTLR options. tea l BCSI BI pa I octanes de TCTLR. II�Refe [ BCSI B3-** fo Gable End Frame re, stra int/bmcing/ reinforcement Informal on. Pam informal sabre recto, a6b 16nrastrehefuerm pare Annamnes Nasbales vea el 10 or resumer SCSI- 83*** Note: Ground trading not shown for clarity. reru red ch mart qu ppo F1 Repeat diagonal braces for each set of 4 trusses Repita los andsotres diagonales pars, cada grape de 4 trusses. 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS LATERAL RESTRAINT Webr & DIAGONAL BRACING ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL / ARRIOSTRE"TT1�1L DIAGONAL SON MUY IMPORTANTES! 10 (3 m) -15' (4.6 m) max. Same as bottom chord lateral restraint 3) BOTTOM CHORD-CUERDA INFERIOR Lateral Rests nts 2x4x127 or greater lapped over two tms5es. Boltam 1W 3no) -15'(4.6ar- m) Section AA Note: Some chord and web members not shown for clarity. :� / Diagonal braces every 30 // truss spaces 20' (6.1 m) max. Note: Some chord and web members not shown for clarity. RESTRAINTS BRACING FOR 3x2 AND 4.2 ARAL'LEL CNORD TRUSSES RESTRICCIOA YARRIOSTRE PARIIATRUSSE �'r�'� P�1 LELAS 3X2 Y 4X2 I�Ram, 15'14.6 m)` �brA ing P Payal5rtiusc"ls30' to SCSI-87*** for / rill col max. more Information. Vas ef en SCSI Bl *Para. " rods rnfbmzcldn. --- -- Apply dagonal brace to verocal� webs al erd at cantileverano al bearing locations All lmeral resho ors lapped at least two busses. 'Top chard lemparary lateral Nslraml spacing shall be 10' a m) a.c. max. liar 3x2 chords and 15' (4.6 col o.c. for 4x2 chords. INSTALLING - INSTALACION Dat-af-Plana �.� Tolerances for Out -of -Plane. Ou[-of-Plumb Max. Bow Truss'wri"o Tolema- cares F 2-de-Plana. 1zs Maz Bmr. DI50 in 19 m ram 3.8m LeriMh ~-Ir��'�n1 114" 1' "ar. 14.6' FM y_�amh y� } 6mm 0.3m 22 ram 4.5m M11aa 112' 2' 1- 16.7' 13n 06m 2e min 5.1m 3/4• 3' 1-1/8' 186' Plumb 19 ram) In9m 29mm 5Tm Tolerances far line - 4' 1-i14" 2cs' 0 25tmm 1.2o 32 ram 6.3m Out -Of -Plumb. 1-14. ' Toleol pars D/50 max 32 ram 1.5 m 35 ram T.0 m Fuera-de-Romans. I 1- 1 fi 11l2" 25.0' 38 ram 16m 38 ram) (7.Bm CONSTRUCTION LOADING 4511. (21m 454m esm CARGA DE CONSTRUCCION 2" z6' z• z33.a' DO NOT proceed with conshuctirn until all lateral 51 min z2a m( 51 ram 10.t m restraint and bracing Is securely and properly In place. Maximums ill NO noticed. ron la censhucd6o hasty que topes /as resin, mr Material ors saes ones/at les yids mashes ester mbradas eo forma Material nu Height aprol y se9 DO NOT exceed maximum stack he grits Refer to SCSI-.4*** DyPaum 11 (305 ram) for mare information 16' (4r6 mm7 NO media has akuras as de montrim Vea el resumer .,-shca w 2 111- BCSI-84**'pans mess nfotruce in.C.creMall 8 (2ob mint T. 34ars 5'gh NEVER stuck mal near a peak or at mid span. NUNCA amonbare, 1 aRvfalex reiea de uo pion. DO NOT cv,rluad small groups or single trusses. NO sob-1guepequen'os grans o trusses mdrvmuafes Place loads y trusses as possible C,lopue has carpas seemtahtas trttsesmhro sea Prod".. Q Fashion load eve load bearing walls Coloque tax cargos sabre las parades soportantes. ALTERATIONS - ALTERACIONES Refer W 6CSI83*** TMssb oloolsh-4derlw. ,ex el resume? Best Bs ••* DO NOT cut, alter, or drill any structural member of a truss unless spedfically permitted by the truss design drawing NO cote, eskers o p.Y-moo miembm esmoctursl de up truss, eennsqua eW Pspedficamenre parri en at dlbujo def Ill uss. F1707M Trusses that have been overleaded during construction or altered withal the T Manufacturer's prior approval may render the Truss Manufacturer§ limited warranty null and void. hisses qua se han sobrecargado durance Is constromi o ban side aftmolas sin Is autooIsdiin prewa del Falbcante de, Tmoses, pueden tracer nub y sn efecto l 9-ol lionfunds del Fbn ramie deT saes mdm. gwawm 9 a,Fd rmhas document' tawaawae oar as anr�aaa ,wan Aaw. xoTa ma o-ess ma�arswrer am son aaa I me Pr®amPtom mat ma w�aaa« a�tl «sae PPemmr (r aaokabkl are ß´°·²»ô ¿² ×ÌÉ Ý±³°¿²§ ïëë Ø¿®´»³ ßª» Ò±®¬¸ Þ«·´¼·²¹ô ì¬¸ Ú´±±® Ù´»²ª·»©ô ×Ô êððîë Ð¸±²»æ øèðð÷èééóíêéè øçïê÷íèéóðïïê Ú¿¨æ øçïê÷íèéóïïïð ©©©ò¿´°·²»·¬©ò½±³ Í·¬» ×²º±®³¿¬·±²æ Ð¿¹» ïæ Ý«¬±³»®æ ×²´¿²¼ Û³°·®» Ì®«Ö±¾ Ò«³¾»®æ ÎÛïêëîÁÜÊ Ö±¾ Ü»½®·°¬·±²æ ÑÔ×ÊÛ ÝÎÛÍÌ ß¼¼®»æ Í¿²¬¿ ß²¿ô Ýß çîéðë Ö±¾ Û²¹·²»»®·²¹ Ý®·¬»®·¿æ Ü»·¹² Ý±¼»æ ÝÞÝ îðîî ×²¬»´´·Ê×ÛÉ Ê»®·±²æ îíòðïòðî ÖÎ»º ýæ ïÇ»ºêèëîðððé É·²¼ Í¬¿²¼¿®¼æ ßÍÝÛ éóïê É·²¼ Í°»»¼ ø³°¸÷æ çë Ü»·¹² Ô±¿¼·²¹ ø°º÷æ ìê Þ«·´¼·²¹ Ì§°»æ Û²½´±»¼ Ì¸· °¿½µ¿¹» ½±²¬¿·² ¹»²»®¿´ ²±¬» °¿¹»ô ìí ¬®« ¼®¿©·²¹ø÷ ¿²¼ ë ¼»¬¿·´ø÷ò ×¬»³Ü®¿©·²¹ Ò«³¾»®Ì®«×¬»³Ü®¿©·²¹ Ò«³¾»®Ì®« ï îçëòîëòïïëéòìéêìð ßß î îçëòîëòïïëéòëðìíé ßÞ í îçëòîëòïïëèòððéðð ßÝ ì îçëòîëòïïëèòðêîíé ßÜ ë îçëòîëòïïëèòïèçïé ßÛ ê îçëòîëòïïëèòíëçéé ßÚ é îçëòîëòïïëèòìçêçð ßÙ è îçëòîëòïïëèòëçîïð ßØ ç îçëòîëòïïëçòðëéíð ßÖ ïð îçëòîëòïïëçòîïîðí ßÕ ïï îçëòîëòïïëçòííêéé ßÔ ïî îçëòîëòïïëçòíéîêð ßï ïí îçëòîëòïïëçòìîðìð ßî ïì îçëòîëòïïëçòìçéíé Þ ïë îçëòîëòïïëçòëèìéé Þï ïê îçëòîëòïîððòïðçîé Ýß ïé îçëòîëòïîððòïìïêð ÝÞ ïè îçëòîëòïîððòîíêéí ÝÝ ïç îçëòîëòïîðïòîèéêé ÝÜ îð îçëòîëòïîðïòëíêëé ÝÛ îï îçëòîëòïîðîòïðíïé ÝÚ îî îçëòîëòïîðîòïëïéð ÝÙ îí îçëòîëòïîðîòïéëðí Ýï îì îçëòîëòïîðíòìëîëé Ýî îë îçëòîëòïîðíòìçìèé Ü îê îçëòîëòïîðíòëíïíí ÍØðß îé îçëòîëòïîðíòëéíëí ÍØðÞ îè îçëòîëòïîðìòðìéìð ÍØðÝ îç îçëòîëòïîðìòîéêçð ÍØðÜ íð îçëòîëòïîðìòîçéèí ÍØðÛ íï îçëòîëòïîðìòííïêé ÍØðÚ íî îçëòîëòïîðìòíëçíð ÍØðÙ íí îçëòîëòïîðìòíçìðé ÍØðØ íì îçëòîëòïîðìòìîêéé ÍØðÖ íë îçëòîëòïîðìòììêéð ÍØïÝ íê îçëòîëòïîðìòìêêêé ÍØïÜ íé îçëòîëòïîðìòìèíïé ÍØïÛ íè îçëòîëòïîðìòëîîêð ÍØïÚ íç îçëòîëòïîðìòëììïí ÍØïÙ ìð îçëòîëòïîðìòëêèèé ÍØïØ ìï îçëòîëòïîðìòëçðîð ÍØïÖ ìî îçëòîëòïîðëòðëíïð ÍØðî ìí îçëòîëòïîðëòïðïèð ÍØðï ìì ÞÎÝßÔØ×Ððïïè ìë ÞÎÝÔÞÍËÞðïïç ìê ßïïëïëÛÒÝïêðïïè ìé ÙßÞÎÍÌïêðïïè ìè ÙÞÔÔÛÌ×Òðïïè ýû×ÒÜÛÈáü üûÔ¾´æÝ±ª»® Í¸»»¬áü ïðñîîñîðîë General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high-quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed, and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Bearing Information: The bearing area factor, Cb, is considered for the allowable capacity of solid sawn wood bearings supporting trusses that are located a minimum of 3” from the end of the lumber piece. #%NOSEAL?$ Page 1 of 3 General Notes (continued) Coated Lumber: Coated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Coated lumber has no adjustments to lumber properties. Coated lumber may be more brittle than uncoated lumber. Special handling care must be taken to prevent breakage during all handling activities. Refer to manufacturer literature, specifications, and code evaluation reports for restrictions, details, and requirements. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. C = Coated lumber. C-AT = AtTEK coated lumber. C-FX = FX Lumber Guard coated lumber. C -TE = TechWood 4400 coated lumber. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-BF = Boraflame Fire Retardant Treated lumber FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT = FlameTech Fire Retardant Treated lumber. FRT-ON = OnWood Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. FRT-PR = ProWood Fire Retardant Treated lumber. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. Ic = Incised lumber. FJ = Finger Jointed lumber. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). #%NOSEAL?$ Page 2 of 3 General Notes (continued) Key to Terms (continued): Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. 2. ICC: International Code Council; www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 155 Harlem Ave, North Building, 4th Floor, Glenview, IL 60025; www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com #%NOSEAL?$ Page 3 of 3 PLAN / ELEVATION JOB N AME: DRAWN BY: ROOF PITCH: TYPICAL SPACING: TYPICAL OVERHANG: PROJECT #: DATE: DATE ON PLANS: TRUSS HEEL HEIGHT: 10/21/25 AC **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); B2 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6 2x4 DF-L #2(g); W8 2x4 DF-L #1&Bet.(g); Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 7.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2385 /-/-/350 /-/- M 6519 /-/-/848 /-/- K -/-572 /-/-/76 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 5.5 Min Req =3.1 (Truss) K Brg Wid = 5.5 Min Req =1.5 Bearing B is a rigid surface. Bearings M & K Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2974 C - D 0 -2892 D - E 0 -2728 E - F 0 -3063 Chords Tens.Comp. F - G 0 -3063 G - H 0 -1258 H - I 2518 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 2793 0 Q - P 2794 0 P - O 3136 0 O - N 1426 0 Chords Tens.Comp. N - M 0 -2264 M - L 0 -932 L - K 0 -932 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - E 0 -454 E - O 0 -605 O - G 1784 0 G - N 0 -1386 Webs Tens.Comp. N - H 3820 0 H - M 0 -2099 M - I 0 -1901 I - K 1079 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.142 E 999 240 VERT(CL):0.328 E 916 180 HORZ(LL):0.028 D - - HORZ(TL):0.063 D - - Creep Factor: 2.0 Max TC CSI:0.745 Max BC CSI:0.482 Max Web CSI:0.485 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AA Ply: 2SEQN:48375 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T46 DrwNo:295.25.1157.47640 /RTT 10/22/2025 2 Complete Trusses Required B2 W6 W8 24'11"12 8'1"4 3'7"10 3'7"10 7'11"11 4'4"1 13'2"15 5'3"4 19'0"13 5'9"15 24'9" 5'8"3 28'10" 4'1" 33'1" 4'3" 3'7"10 3'7"10 7'6"12 3'11"2 13'2"15 5'8"3 19'0"13 5'9"15 24'9" 5'8"3 28'10" 4'1" 33'1" 4'3"1' 3"15 2'8"4 2'11"13 3'3"9 A B C D E F G H I J KLMNOPQ 4 12 3X8(A1T)1.5X3 3X4 3X8 3X10 3X4 5X16 3X6 5X6 4X10 6X8 3X6 4X10 1.5X3 1.5X3 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); B2 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6 2x4 DF-L #2(g); W8 2x4 DF-L #1&Bet.(g); Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 7.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading #1 hip with 7-11-11 setback supports jack trusses or rafters and joists. Corner(s) framed with a hip rafter supporting corner rafters or jack top chords. Corner jack bottom chords or ceiling joists span between this truss and the end wall. Extend sloping top chord of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2385 /-/-/350 /-/- M 6519 /-/-/848 /-/- K -/-572 /-/-/76 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 5.5 Min Req =3.1 (Truss) K Brg Wid = 5.5 Min Req =1.5 Bearing B is a rigid surface. Bearings M & K Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2974 C - D 0 -2892 D - E 0 -2728 E - F 0 -3063 Chords Tens.Comp. F - G 0 -3063 G - H 0 -1258 H - I 2518 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 2793 0 Q - P 2794 0 P - O 3136 0 O - N 1426 0 Chords Tens.Comp. N - M 0 -2264 M - L 0 -932 L - K 0 -932 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - E 0 -454 E - O 0 -605 O - G 1784 0 G - N 0 -1386 Webs Tens.Comp. N - H 3820 0 H - M 0 -2099 M - I 0 -1901 I - K 1079 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.142 E 999 240 VERT(CL):0.328 E 916 180 HORZ(LL):0.028 D - - HORZ(TL):0.063 D - - Creep Factor: 2.0 Max TC CSI:0.745 Max BC CSI:0.482 Max Web CSI:0.485 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AA Ply: 2SEQN:48375 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T46 DrwNo:295.25.1157.47640 /RTT 10/22/2025 2 Complete Trusses Required B2 W6 W8 24'11"12 8'1"4 3'7"10 3'7"10 7'11"11 4'4"1 13'2"15 5'3"4 19'0"13 5'9"15 24'9" 5'8"3 28'10" 4'1" 33'1" 4'3" 3'7"10 3'7"10 7'6"12 3'11"2 13'2"15 5'8"3 19'0"13 5'9"15 24'9" 5'8"3 28'10" 4'1" 33'1" 4'3"1' 3"15 2'8"4 2'11"13 3'3"9 A B C D E F G H I J KLMNOPQ 4 12 3X8(A1T)1.5X3 3X4 3X8 3X10 3X4 5X16 3X6 5X6 4X10 6X8 3X6 4X10 1.5X3 1.5X3 3X8 $%Lbl:AA?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Negative reaction(s) of -572# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Building designer is responsible for conventional framing. Top Chord overhangs shown are only on one ply of truss. Job Number:RE1652_DV OLIVE CREST Truss Label:AA Ply: 2 Qty:1 SEQN:48375 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T46 DrwNo:295.25.1157.47640 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Negative reaction(s) of -572# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Building designer is responsible for conventional framing. Top Chord overhangs shown are only on one ply of truss. Job Number:RE1652_DV OLIVE CREST Truss Label:AA Ply: 2 Qty:1 SEQN:48375 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T46 DrwNo:295.25.1157.47640 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W8 2x4 DF-L #2(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -375# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1095 /-/-/691 /-/68 N 2328 /-/-/1375 /-/- L 19 /-375 /-/-/155 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) N Brg Wid = 5.5 Min Req =2.1 (Truss) L Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & L are a rigid surface. Bearing N Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2385 C - D 45 -2110 D - F 85 -1973 F - G 90 -2097 Chords Tens.Comp. G - H 90 -2097 H - I 24 -848 I - J 1855 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 2220 -50 R - Q 2220 -52 Q - P 2146 -100 P - O 965 -35 Chords Tens.Comp. O - N 49 -1678 N - M 20 -842 M - L 20 -842 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - P 82 -406 P - H 1243 -61 H - O 90 -973 O - I 2718 -79 Webs Tens.Comp. I - N 94 -1471 N - J 48 -1385 J - L 971 -23 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.110 F 999 240 VERT(CL):0.259 F 999 180 HORZ(LL):0.022 D - - HORZ(TL):0.051 D - - Creep Factor: 2.0 Max TC CSI:0.661 Max BC CSI:0.482 Max Web CSI:0.505 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AB Ply: 1SEQN:48377 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T47 DrwNo:295.25.1157.50437 /RTT 10/22/2025 W8 24'11"12 8'1"4 3'7"10 3'7"10 8' 4'4"6 13'1"3 5'1"3 18'11"1 5'9"15 24'11" 5'11"15 28'8"4 3'9"4 33'1" 4'4"12 3'7"10 3'7"10 7'6"12 3'11"2 13'1"3 5'6"7 18'11"1 5'9"15 24'11" 5'11"15 25'2"8 3"8 28'8"4 3'5"12 33'1" 4'4"121' 3"15 2'8"4 3'7"13 3'11"9 A B C D E F G H I J K LMNOPQR 4 12 3X8(A1T) 3X4 3X8 3X6 3X4 6X12 3X6 3X8 4X10 4X8 3X4 4X10 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W8 2x4 DF-L #2(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -375# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1095 /-/-/691 /-/68 N 2328 /-/-/1375 /-/- L 19 /-375 /-/-/155 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) N Brg Wid = 5.5 Min Req =2.1 (Truss) L Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & L are a rigid surface. Bearing N Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2385 C - D 45 -2110 D - F 85 -1973 F - G 90 -2097 Chords Tens.Comp. G - H 90 -2097 H - I 24 -848 I - J 1855 -60 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 2220 -50 R - Q 2220 -52 Q - P 2146 -100 P - O 965 -35 Chords Tens.Comp. O - N 49 -1678 N - M 20 -842 M - L 20 -842 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - P 82 -406 P - H 1243 -61 H - O 90 -973 O - I 2718 -79 Webs Tens.Comp. I - N 94 -1471 N - J 48 -1385 J - L 971 -23 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.110 F 999 240 VERT(CL):0.259 F 999 180 HORZ(LL):0.022 D - - HORZ(TL):0.051 D - - Creep Factor: 2.0 Max TC CSI:0.661 Max BC CSI:0.482 Max Web CSI:0.505 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AB Ply: 1SEQN:48377 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T47 DrwNo:295.25.1157.50437 /RTT 10/22/2025 W8 24'11"12 8'1"4 3'7"10 3'7"10 8' 4'4"6 13'1"3 5'1"3 18'11"1 5'9"15 24'11" 5'11"15 28'8"4 3'9"4 33'1" 4'4"12 3'7"10 3'7"10 7'6"12 3'11"2 13'1"3 5'6"7 18'11"1 5'9"15 24'11" 5'11"15 25'2"8 3"8 28'8"4 3'5"12 33'1" 4'4"121' 3"15 2'8"4 3'7"13 3'11"9 A B C D E F G H I J K LMNOPQR 4 12 3X8(A1T) 3X4 3X8 3X6 3X4 6X12 3X6 3X8 4X10 4X8 3X4 4X10 3X8 $%Lbl:AB?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #1&Bet.(g); T1 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.09 to 78 plf at 11.97 TC: From 2 plf at 11.97 to 2 plf at 12.00 TC: From 41 plf at 12.00 to 41 plf at 13.97 TC: From 78 plf at 13.97 to 117 plf at 15.97 TC: From 117 plf at 15.97 to 117 plf at 33.08 BC: From 4 plf at -1.09 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 33.08 TC: 78 lb Conc. Load at 11.97 TC: 148 lb Conc. Load at 13.97 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1162 /-/-/636 /-/78 M 3169 /-/-/1378 /-/- K 92 /-418 /-/-/168 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 5.5 Min Req =3.0 (Truss) K Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & K are a rigid surface. Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2501 C - D 0 -1740 D - E 19 -1304 Chords Tens.Comp. F - G 1677 0 G - H 1677 0 H - I 1677 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 2314 0 R - Q 2309 0 Q - P 1555 -11 P - O 1555 -11 Chords Tens.Comp. O - N 1270 -22 M - L 0 -649 L - K 0 -649 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 0 -794 Q - D 496 0 D - O 0 -451 O - E 412 0 E - N 9 -1436 Webs Tens.Comp. N - F 1011 0 F - M 18 -2343 M - I 9 -1543 H - M 49 -489 I - K 876 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.076 C 999 240 VERT(CL):0.175 C 999 180 HORZ(LL):0.021 M - - HORZ(TL):0.049 M - - Creep Factor: 2.0 Max TC CSI:0.478 Max BC CSI:0.870 Max Web CSI:0.837 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AC Ply: 1SEQN:48473 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T48 DrwNo:295.25.1158.00700 /RTT 10/22/2025 T1 24'11"12 8'1"4 6'2"4 6'2"4 11'11"11 5'9"7 15'11"9 3'11"14 20'6"3 4'6"9 24'11" 4'4"13 28'11" 4' 33'1" 4'2" 6'2"4 6'2"4 11'6"12 5'4"8 15'11"9 4'4"13 20'6"3 4'6"9 24'11" 4'4"13 25'2"8 3"8 28'11" 3'8"8 33'1" 4'2"1' 3"15 4'0"4 4'3"13 4'7"9(a) A B C D E F G H I J KLMNOPQR 4 12 3X8(A1T)1.5X3 3X4 3X4 H0508 H0308 3X4 3X6 3X6 4X63X6(**)1.5X3 5X10 4X8 1.5X3 1.5X3 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #1&Bet.(g); T1 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.09 to 78 plf at 11.97 TC: From 2 plf at 11.97 to 2 plf at 12.00 TC: From 41 plf at 12.00 to 41 plf at 13.97 TC: From 78 plf at 13.97 to 117 plf at 15.97 TC: From 117 plf at 15.97 to 117 plf at 33.08 BC: From 4 plf at -1.09 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 33.08 TC: 78 lb Conc. Load at 11.97 TC: 148 lb Conc. Load at 13.97 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1162 /-/-/636 /-/78 M 3169 /-/-/1378 /-/- K 92 /-418 /-/-/168 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 5.5 Min Req =3.0 (Truss) K Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & K are a rigid surface. Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2501 C - D 0 -1740 D - E 19 -1304 Chords Tens.Comp. F - G 1677 0 G - H 1677 0 H - I 1677 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 2314 0 R - Q 2309 0 Q - P 1555 -11 P - O 1555 -11 Chords Tens.Comp. O - N 1270 -22 M - L 0 -649 L - K 0 -649 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 0 -794 Q - D 496 0 D - O 0 -451 O - E 412 0 E - N 9 -1436 Webs Tens.Comp. N - F 1011 0 F - M 18 -2343 M - I 9 -1543 H - M 49 -489 I - K 876 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.076 C 999 240 VERT(CL):0.175 C 999 180 HORZ(LL):0.021 M - - HORZ(TL):0.049 M - - Creep Factor: 2.0 Max TC CSI:0.478 Max BC CSI:0.870 Max Web CSI:0.837 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AC Ply: 1SEQN:48473 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T48 DrwNo:295.25.1158.00700 /RTT 10/22/2025 T1 24'11"12 8'1"4 6'2"4 6'2"4 11'11"11 5'9"7 15'11"9 3'11"14 20'6"3 4'6"9 24'11" 4'4"13 28'11" 4' 33'1" 4'2" 6'2"4 6'2"4 11'6"12 5'4"8 15'11"9 4'4"13 20'6"3 4'6"9 24'11" 4'4"13 25'2"8 3"8 28'11" 3'8"8 33'1" 4'2"1' 3"15 4'0"4 4'3"13 4'7"9(a) A B C D E F G H I J KLMNOPQR 4 12 3X8(A1T)1.5X3 3X4 3X4 H0508 H0308 3X4 3X6 3X6 4X63X6(**)1.5X3 5X10 4X8 1.5X3 1.5X3 3X8 $%Lbl:AC?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -418# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:AC Ply: 1 Qty:1 SEQN:48473 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T48 DrwNo:295.25.1158.00700 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -418# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:AC Ply: 1 Qty:1 SEQN:48473 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T48 DrwNo:295.25.1158.00700 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (++) - This plate works for both joints covered. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -408# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1071 /-/-/671 /-/93 N 2380 /-/-/1444 /-/- L 104 /-408 /-/-/186 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) N Brg Wid = 5.5 Min Req =2.2 (Truss) L Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & L are a rigid surface. Bearing N Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2217 C - D 5 -1493 D - F 56 -1001 Chords Tens.Comp. G - H 1309 -11 H - I 1309 -11 I - J 1309 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2043 0 S - R 2038 0 R - Q 1335 -48 Q - P 1335 -48 Chords Tens.Comp. P - O 966 -58 N - M 0 -562 M - L 0 -562 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 0 -754 R - D 482 0 D - P 0 -478 P - F 431 0 F - O 45 -1117 Webs Tens.Comp. O - G 803 0 G - N 47 -1793 N - J 19 -1174 J - L 757 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.065 C 999 240 VERT(CL):0.153 C 999 180 HORZ(LL):0.018 N - - HORZ(TL):0.042 N - - Creep Factor: 2.0 Max TC CSI:0.486 Max BC CSI:0.876 Max Web CSI:0.651 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AD Ply: 1SEQN:48464 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T49 DrwNo:295.25.1158.06237 /RTT 10/22/2025 T2 24'11"12 8'1"4 6'2"4 6'2"4 12' 5'9"12 15'11"9 3'11"9 16'1"5 1"12 20'6"3 4'4"13 20'7"15 1"12 25'0"12 4'4"13 28'11" 3'10"4 29'0"12 1"12 33'1" 4'0"4 6'2"4 6'2"4 11'6"12 5'4"8 15'11"9 4'4"13 20'6"3 4'6"9 25'0"12 4'6"9 25'2"8 1"12 28'11" 3'8"8 33'1" 4'2"1' 3"15 4'0"4 4'11"13 5'3"9(a) A B C D E F GH I J K LMNOPQRS 4 12 3X8(A1T) 3X4 3X4 6X8 H0308 3X4 3X4 3X6 4X10(++) 4X8 3X10 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (++) - This plate works for both joints covered. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -408# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1071 /-/-/671 /-/93 N 2380 /-/-/1444 /-/- L 104 /-408 /-/-/186 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) N Brg Wid = 5.5 Min Req =2.2 (Truss) L Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & L are a rigid surface. Bearing N Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2217 C - D 5 -1493 D - F 56 -1001 Chords Tens.Comp. G - H 1309 -11 H - I 1309 -11 I - J 1309 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2043 0 S - R 2038 0 R - Q 1335 -48 Q - P 1335 -48 Chords Tens.Comp. P - O 966 -58 N - M 0 -562 M - L 0 -562 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 0 -754 R - D 482 0 D - P 0 -478 P - F 431 0 F - O 45 -1117 Webs Tens.Comp. O - G 803 0 G - N 47 -1793 N - J 19 -1174 J - L 757 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.065 C 999 240 VERT(CL):0.153 C 999 180 HORZ(LL):0.018 N - - HORZ(TL):0.042 N - - Creep Factor: 2.0 Max TC CSI:0.486 Max BC CSI:0.876 Max Web CSI:0.651 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AD Ply: 1SEQN:48464 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T49 DrwNo:295.25.1158.06237 /RTT 10/22/2025 T2 24'11"12 8'1"4 6'2"4 6'2"4 12' 5'9"12 15'11"9 3'11"9 16'1"5 1"12 20'6"3 4'4"13 20'7"15 1"12 25'0"12 4'4"13 28'11" 3'10"4 29'0"12 1"12 33'1" 4'0"4 6'2"4 6'2"4 11'6"12 5'4"8 15'11"9 4'4"13 20'6"3 4'6"9 25'0"12 4'6"9 25'2"8 1"12 28'11" 3'8"8 33'1" 4'2"1' 3"15 4'0"4 4'11"13 5'3"9(a) A B C D E F GH I J K LMNOPQRS 4 12 3X8(A1T) 3X4 3X4 6X8 H0308 3X4 3X4 3X6 4X10(++) 4X8 3X10 3X8 $%Lbl:AD?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.09 to 78 plf at 15.97 TC: From 39 plf at 15.97 to 39 plf at 16.00 TC: From 41 plf at 16.00 to 41 plf at 17.97 TC: From 78 plf at 17.97 to 117 plf at 19.97 TC: From 117 plf at 19.97 to 117 plf at 33.08 BC: From 4 plf at -1.09 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 33.08 TC: 78 lb Conc. Load at 15.97 TC: 148 lb Conc. Load at 17.97 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1079 /-/-/626 /-/103 L 3122 /-/-/1464 /-/- J 45 /-435 /-/-/226 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) L Brg Wid = 5.5 Min Req =3.0 (Truss) J Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & J are a rigid surface. Bearing L Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2326 C - D 0 -1683 D - E 0 -891 E - F 12 -788 Chords Tens.Comp. F - G 1279 0 G - H 1279 0 H - I 478 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 2157 0 Q - P 2154 0 P - O 1519 0 Chords Tens.Comp. O - N 1519 0 L - K 0 -516 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 0 -722 P - D 458 0 D - N 0 -901 N - F 991 0 F - L 0 -1991 Webs Tens.Comp. L - H 0 -1380 G - L 49 -476 H - K 661 0 K - I 0 -768 I - J 463 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 P 999 240 VERT(CL):0.157 P 999 180 HORZ(LL):0.016 L - - HORZ(TL):0.038 L - - Creep Factor: 2.0 Max TC CSI:0.534 Max BC CSI:0.783 Max Web CSI:0.945 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AE Ply: 1SEQN:48475 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T50 DrwNo:295.25.1158.18917 /RTT 10/22/2025 T2 24'11"12 8'1"4 5'0"8 5'0"8 10'2"12 5'2"4 15'11"11 5'8"15 20'2"14 4'3"3 25'2"8 4'11"10 29'0"12 3'10"4 33'1" 4'0"4 5'0"8 5'0"8 10'2"12 5'2"4 15'6"12 5'4" 20'2"14 4'8"2 25'2"8 4'11"10 29'0"12 3'10"4 33'1" 4'0"41' 3"15 5'4"4 5'7"13 5'11"9(a) A B C D E F G H I JKLMNOPQ 4 12 3X8(A1T)1.5X3 3X4 3X4 3X4 H0308 4X8 3X6 5X8 1.5X3 1.5X3 4X10 3X6 3X4 3X4 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.09 to 78 plf at 15.97 TC: From 39 plf at 15.97 to 39 plf at 16.00 TC: From 41 plf at 16.00 to 41 plf at 17.97 TC: From 78 plf at 17.97 to 117 plf at 19.97 TC: From 117 plf at 19.97 to 117 plf at 33.08 BC: From 4 plf at -1.09 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 33.08 TC: 78 lb Conc. Load at 15.97 TC: 148 lb Conc. Load at 17.97 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1079 /-/-/626 /-/103 L 3122 /-/-/1464 /-/- J 45 /-435 /-/-/226 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) L Brg Wid = 5.5 Min Req =3.0 (Truss) J Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & J are a rigid surface. Bearing L Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2326 C - D 0 -1683 D - E 0 -891 E - F 12 -788 Chords Tens.Comp. F - G 1279 0 G - H 1279 0 H - I 478 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 2157 0 Q - P 2154 0 P - O 1519 0 Chords Tens.Comp. O - N 1519 0 L - K 0 -516 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 0 -722 P - D 458 0 D - N 0 -901 N - F 991 0 F - L 0 -1991 Webs Tens.Comp. L - H 0 -1380 G - L 49 -476 H - K 661 0 K - I 0 -768 I - J 463 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 P 999 240 VERT(CL):0.157 P 999 180 HORZ(LL):0.016 L - - HORZ(TL):0.038 L - - Creep Factor: 2.0 Max TC CSI:0.534 Max BC CSI:0.783 Max Web CSI:0.945 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AE Ply: 1SEQN:48475 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T50 DrwNo:295.25.1158.18917 /RTT 10/22/2025 T2 24'11"12 8'1"4 5'0"8 5'0"8 10'2"12 5'2"4 15'11"11 5'8"15 20'2"14 4'3"3 25'2"8 4'11"10 29'0"12 3'10"4 33'1" 4'0"4 5'0"8 5'0"8 10'2"12 5'2"4 15'6"12 5'4" 20'2"14 4'8"2 25'2"8 4'11"10 29'0"12 3'10"4 33'1" 4'0"41' 3"15 5'4"4 5'7"13 5'11"9(a) A B C D E F G H I JKLMNOPQ 4 12 3X8(A1T)1.5X3 3X4 3X4 3X4 H0308 4X8 3X6 5X8 1.5X3 1.5X3 4X10 3X6 3X4 3X4 3X8 $%Lbl:AE?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -435# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:AE Ply: 1 Qty:1 SEQN:48475 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T50 DrwNo:295.25.1158.18917 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -435# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:AE Ply: 1 Qty:1 SEQN:48475 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T50 DrwNo:295.25.1158.18917 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T3 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -543# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1128 /-/-/698 /-/128 N 2727 /-/-/1684 /-/- L 28 /-543 /-/-/271 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) N Brg Wid = 5.5 Min Req =2.5 (Truss) L Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & L are a rigid surface. Bearing N Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2406 C - D 0 -1688 D - E 0 -862 E - F 0 -761 Chords Tens.Comp. F - H 41 -765 H - I 1221 0 I - J 1221 0 J - K 515 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2231 0 S - R 2227 0 R - Q 1514 0 Chords Tens.Comp. Q - P 1514 0 N - M 0 -556 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 0 -763 R - D 480 0 D - P 0 -917 P - H 1094 0 H - N 29 -1751 Webs Tens.Comp. N - J 0 -1240 J - M 715 0 M - K 0 -827 K - L 573 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.067 R 999 240 VERT(CL):0.159 R 999 180 HORZ(LL):0.016 P - - HORZ(TL):0.038 N - - Creep Factor: 2.0 Max TC CSI:0.517 Max BC CSI:0.804 Max Web CSI:0.849 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AF Ply: 1SEQN:48455 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T51 DrwNo:295.25.1158.35977 /RTT 10/22/2025 T3 24'11"12 8'1"4 5'0"8 5'0"8 10'2"12 5'2"4 16' 5'9"4 20'2"14 4'2"14 25'0"12 4'9"14 28'11" 3'10"4 33'1" 4'2" 5'0"8 5'0"8 10'2"12 5'2"4 15'6"12 5'4" 20'2"14 4'8"2 25'0"12 4'9"14 28'11" 3'10"4 29'0"12 1"12 33'1" 4'0"41' 3"15 5'4"4 6'3"13 6'7"9(a) A B C D E F G H I J K LMNOPQRS 4 12 3X8(A1T)1.5X3 H0308 3X6 4X8 3X8 4X10 1.5X3 1.5X3 4X8 3X8 3X6 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T3 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -543# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1128 /-/-/698 /-/128 N 2727 /-/-/1684 /-/- L 28 /-543 /-/-/271 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) N Brg Wid = 5.5 Min Req =2.5 (Truss) L Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & L are a rigid surface. Bearing N Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2406 C - D 0 -1688 D - E 0 -862 E - F 0 -761 Chords Tens.Comp. F - H 41 -765 H - I 1221 0 I - J 1221 0 J - K 515 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2231 0 S - R 2227 0 R - Q 1514 0 Chords Tens.Comp. Q - P 1514 0 N - M 0 -556 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - R 0 -763 R - D 480 0 D - P 0 -917 P - H 1094 0 H - N 29 -1751 Webs Tens.Comp. N - J 0 -1240 J - M 715 0 M - K 0 -827 K - L 573 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.067 R 999 240 VERT(CL):0.159 R 999 180 HORZ(LL):0.016 P - - HORZ(TL):0.038 N - - Creep Factor: 2.0 Max TC CSI:0.517 Max BC CSI:0.804 Max Web CSI:0.849 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AF Ply: 1SEQN:48455 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T51 DrwNo:295.25.1158.35977 /RTT 10/22/2025 T3 24'11"12 8'1"4 5'0"8 5'0"8 10'2"12 5'2"4 16' 5'9"4 20'2"14 4'2"14 25'0"12 4'9"14 28'11" 3'10"4 33'1" 4'2" 5'0"8 5'0"8 10'2"12 5'2"4 15'6"12 5'4" 20'2"14 4'8"2 25'0"12 4'9"14 28'11" 3'10"4 29'0"12 1"12 33'1" 4'0"41' 3"15 5'4"4 6'3"13 6'7"9(a) A B C D E F G H I J K LMNOPQRS 4 12 3X8(A1T)1.5X3 H0308 3X6 4X8 3X8 4X10 1.5X3 1.5X3 4X8 3X8 3X6 3X8 $%Lbl:AF?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #1&Bet.(g); B2 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 84 plf at -1.09 to 84 plf at 20.60 TC: From 123 plf at 20.60 to 123 plf at 23.40 TC: From 41 plf at 23.40 to 41 plf at 25.56 TC: From 81 plf at 25.56 to 123 plf at 27.73 TC: From 123 plf at 27.73 to 123 plf at 33.08 BC: From 5 plf at -1.09 to 5 plf at 0.00 BC: From 17 plf at 0.00 to 17 plf at 33.08 TC: 84 lb Conc. Load at 23.40 TC: 167 lb Conc. Load at 25.56 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 26.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.17 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 3-0-12 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1130 /-/-/679 /-/143 M 3184 /-/-/1653 /-/- K 8 /-482 /-/-/288 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 5.5 Min Req =3.0 (Truss) K Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & K are a rigid surface. Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2428 C - D 0 -1774 D - E 0 -1021 Chords Tens.Comp. E - F 0 -903 H - I 1024 0 I - J 400 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 2254 0 R - Q 2251 0 Q - P 1600 0 P - O 1600 0 Chords Tens.Comp. O - N 882 0 N - M 0 -940 M - L 0 -431 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 0 -723 Q - D 459 0 D - O 0 -843 O - F 617 0 F - N 0 -1147 N - G 23 -442 Webs Tens.Comp. N - H 1614 0 H - M 1 -1900 M - I 0 -1351 I - L 718 0 L - J 0 -769 J - K 513 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.074 Q 999 240 VERT(CL):0.174 Q 999 180 HORZ(LL):0.018 N - - HORZ(TL):0.044 N - - Creep Factor: 2.0 Max TC CSI:0.649 Max BC CSI:0.914 Max Web CSI:0.787 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AG Ply: 1SEQN:48471 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T52 DrwNo:295.25.1158.49690 /RTT 10/22/2025 B2 24'11"12 8'1"4 4'8"15 4'8"15 9'7"9 4'10"11 14'6"4 4'10"11 20'7"3 6'0"15 25'0"12 4'5"9 28'9"4 3'8"8 33'1" 4'3"12 4'8"15 4'8"15 9'7"9 4'10"11 14'6"4 4'10"11 20'2"4 5'8" 25'0"12 4'10"8 28'9"4 3'8"8 33'1" 4'3"121' 3"15 6'10"12 7'2"5 7'6"1 (a)(a)(a) A B C D E F G H I J KLMNOPQR 4 12 3X6(A1)1.5X3 3X4 3X4 3X4 3X6 3X6 3X4 4X6 6X8 3X10 4X6 3X4 3X8 3X4 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #1&Bet.(g); B2 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 84 plf at -1.09 to 84 plf at 20.60 TC: From 123 plf at 20.60 to 123 plf at 23.40 TC: From 41 plf at 23.40 to 41 plf at 25.56 TC: From 81 plf at 25.56 to 123 plf at 27.73 TC: From 123 plf at 27.73 to 123 plf at 33.08 BC: From 5 plf at -1.09 to 5 plf at 0.00 BC: From 17 plf at 0.00 to 17 plf at 33.08 TC: 84 lb Conc. Load at 23.40 TC: 167 lb Conc. Load at 25.56 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 26.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.17 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 3-0-12 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1130 /-/-/679 /-/143 M 3184 /-/-/1653 /-/- K 8 /-482 /-/-/288 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 5.5 Min Req =3.0 (Truss) K Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & K are a rigid surface. Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2428 C - D 0 -1774 D - E 0 -1021 Chords Tens.Comp. E - F 0 -903 H - I 1024 0 I - J 400 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 2254 0 R - Q 2251 0 Q - P 1600 0 P - O 1600 0 Chords Tens.Comp. O - N 882 0 N - M 0 -940 M - L 0 -431 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 0 -723 Q - D 459 0 D - O 0 -843 O - F 617 0 F - N 0 -1147 N - G 23 -442 Webs Tens.Comp. N - H 1614 0 H - M 1 -1900 M - I 0 -1351 I - L 718 0 L - J 0 -769 J - K 513 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.074 Q 999 240 VERT(CL):0.174 Q 999 180 HORZ(LL):0.018 N - - HORZ(TL):0.044 N - - Creep Factor: 2.0 Max TC CSI:0.649 Max BC CSI:0.914 Max Web CSI:0.787 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AG Ply: 1SEQN:48471 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T52 DrwNo:295.25.1158.49690 /RTT 10/22/2025 B2 24'11"12 8'1"4 4'8"15 4'8"15 9'7"9 4'10"11 14'6"4 4'10"11 20'7"3 6'0"15 25'0"12 4'5"9 28'9"4 3'8"8 33'1" 4'3"12 4'8"15 4'8"15 9'7"9 4'10"11 14'6"4 4'10"11 20'2"4 5'8" 25'0"12 4'10"8 28'9"4 3'8"8 33'1" 4'3"121' 3"15 6'10"12 7'2"5 7'6"1 (a)(a)(a) A B C D E F G H I J KLMNOPQR 4 12 3X6(A1)1.5X3 3X4 3X4 3X4 3X6 3X6 3X4 4X6 6X8 3X10 4X6 3X4 3X8 3X4 3X4 3X6 $%Lbl:AG?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -482# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:AG Ply: 1 Qty:1 SEQN:48471 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T52 DrwNo:295.25.1158.49690 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -482# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:AG Ply: 1 Qty:1 SEQN:48471 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T52 DrwNo:295.25.1158.49690 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); W6, W7 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 22.31 TC: From 41 plf at 22.31 to 41 plf at 24.31 TC: From 78 plf at 24.31 to 117 plf at 26.31 TC: From 117 plf at 26.31 to 117 plf at 33.08 BC: From 16 plf at 0.00 to 16 plf at 33.08 TC: 78 lb Conc. Load at 22.31 TC: 148 lb Conc. Load at 24.31 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -506# MAX. Requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 946 /-/-/1075 /-/2000 L 2923 /-/-/1920 /-/- J 20 /-434 /-/163 /506 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) L Brg Wid = 5.5 Min Req =2.7 (Truss) J Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings A & J are a rigid surface. Bearing L Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 277 -2848 B - C 429 -2259 C - D 509 -1569 D - E 825 -634 Chords Tens.Comp. E - F 798 -595 F - G 385 -111 G - H 886 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 2098 0 Q - P 2094 0 P - O 1449 0 O - N 1449 0 Chords Tens.Comp. N - M 882 0 M - L 0 -837 L - K 17 -385 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 0 -719 P - C 445 0 C - N 0 -733 N - D 598 0 D - M 0 -1282 M - F 13 -501 Webs Tens.Comp. M - G 1428 0 G - L 0 -1712 L - H 0 -1270 H - K 699 0 K - I 37 -730 I - J 534 -136 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 P 999 240 VERT(CL):0.161 P 999 180 HORZ(LL):-0.018 F - - HORZ(TL):0.041 M - - Creep Factor: 2.0 Max TC CSI:0.765 Max BC CSI:0.852 Max Web CSI:0.580 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AH Ply: 1SEQN:48479 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T53 DrwNo:295.25.1158.59210 /RTT 10/22/2025 W6 W7 24'11"12 8'1"4 4'7"3 4'7"3 9'5"13 4'10"11 14'4"8 4'10"11 22'3"11 7'11"3 24'11" 2'7"5 28'9"4 3'10"4 33'1" 4'3"12 4'7"3 4'7"3 9'5"13 4'10"11 14'4"8 4'10"11 21'10"12 7'6"4 24'11" 3'0"4 25'2"8 3"8 28'9"4 3'6"12 33'1" 4'3"12 3"15 7'5"9 7'9"3 (a) (a) (a)(a) A B C D E F G H I JKLMNOPQ 4 12 3X6(A1)1.5X3 3X4 3X4 3X4 3X6 3X4 3X8 3X6(**) 6X8 3X6 4X6 3X4 3X8 3X4 3X4 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); W6, W7 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 22.31 TC: From 41 plf at 22.31 to 41 plf at 24.31 TC: From 78 plf at 24.31 to 117 plf at 26.31 TC: From 117 plf at 26.31 to 117 plf at 33.08 BC: From 16 plf at 0.00 to 16 plf at 33.08 TC: 78 lb Conc. Load at 22.31 TC: 148 lb Conc. Load at 24.31 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -506# MAX. Requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 946 /-/-/1075 /-/2000 L 2923 /-/-/1920 /-/- J 20 /-434 /-/163 /506 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) L Brg Wid = 5.5 Min Req =2.7 (Truss) J Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings A & J are a rigid surface. Bearing L Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 277 -2848 B - C 429 -2259 C - D 509 -1569 D - E 825 -634 Chords Tens.Comp. E - F 798 -595 F - G 385 -111 G - H 886 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - Q 2098 0 Q - P 2094 0 P - O 1449 0 O - N 1449 0 Chords Tens.Comp. N - M 882 0 M - L 0 -837 L - K 17 -385 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 0 -719 P - C 445 0 C - N 0 -733 N - D 598 0 D - M 0 -1282 M - F 13 -501 Webs Tens.Comp. M - G 1428 0 G - L 0 -1712 L - H 0 -1270 H - K 699 0 K - I 37 -730 I - J 534 -136 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 P 999 240 VERT(CL):0.161 P 999 180 HORZ(LL):-0.018 F - - HORZ(TL):0.041 M - - Creep Factor: 2.0 Max TC CSI:0.765 Max BC CSI:0.852 Max Web CSI:0.580 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AH Ply: 1SEQN:48479 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T53 DrwNo:295.25.1158.59210 /RTT 10/22/2025 W6 W7 24'11"12 8'1"4 4'7"3 4'7"3 9'5"13 4'10"11 14'4"8 4'10"11 22'3"11 7'11"3 24'11" 2'7"5 28'9"4 3'10"4 33'1" 4'3"12 4'7"3 4'7"3 9'5"13 4'10"11 14'4"8 4'10"11 21'10"12 7'6"4 24'11" 3'0"4 25'2"8 3"8 28'9"4 3'6"12 33'1" 4'3"12 3"15 7'5"9 7'9"3 (a) (a) (a)(a) A B C D E F G H I JKLMNOPQ 4 12 3X6(A1)1.5X3 3X4 3X4 3X4 3X6 3X4 3X8 3X6(**) 6X8 3X6 4X6 3X4 3X8 3X4 3X4 3X6 $%Lbl:AH?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2000 # ( 61.31 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1339 61.31 TC 0.00 21.85 661 61.31 TC 22.31 33.08 2000 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Job Number:RE1652_DV OLIVE CREST Truss Label:AH Ply: 1 Qty:1 SEQN:48479 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T53 DrwNo:295.25.1158.59210 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 2000 # ( 61.31 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 1339 61.31 TC 0.00 21.85 661 61.31 TC 22.31 33.08 2000 BC 0.15 Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Job Number:RE1652_DV OLIVE CREST Truss Label:AH Ply: 1 Qty:1 SEQN:48479 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T53 DrwNo:295.25.1158.59210 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -585# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 940 /-/-/570 /-/151 M 2624 /-/-/1630 /-/- K -/-585 /-/-/290 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 5.5 Min Req =2.4 (Truss) K Brg Wid = 5.5 Min Req =1.5 Bearings A & K are a rigid surface. Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2238 B - C 0 -1597 C - D 0 -919 Chords Tens.Comp. H - I 888 0 I - J 379 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 2081 0 R - Q 2077 0 Q - P 1436 0 P - O 1436 0 Chords Tens.Comp. O - N 799 0 N - M 0 -827 M - L 0 -409 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 0 -658 C - O 0 -747 O - D 574 0 D - N 0 -1249 N - F 13 -532 N - H 1446 0 Webs Tens.Comp. H - M 0 -1510 M - I 0 -1168 I - L 737 0 L - J 0 -775 J - K 613 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.070 Q 999 240 VERT(CL):0.167 Q 999 180 HORZ(LL):0.019 N - - HORZ(TL):0.046 N - - Creep Factor: 2.0 Max TC CSI:0.566 Max BC CSI:0.419 Max Web CSI:0.588 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AJ Ply: 1SEQN:48481 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T54 DrwNo:295.25.1159.05730 /RTT 10/22/2025 W6 24'11"12 8'1"4 4'7"3 4'7"3 9'5"13 4'10"11 14'4"8 4'10"11 22'4" 7'11"8 24'11" 2'7" 28'9"4 3'10"4 33'1" 4'3"12 4'7"3 4'7"3 9'5"13 4'10"11 14'4"8 4'10"11 21'7"4 7'2"12 24'11" 3'3"12 25'2"8 3"8 28'9"4 3'6"12 33'1" 4'3"12 3"15 7'5"9 8'3"13 (a) (a)(a)(a) A B C D E F G H I J KLMNOPQR 4 12 3X6(A1)1.5X3 3X6 3X8 3X6(**) 6X8 8X8 4X6 3X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -585# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 940 /-/-/570 /-/151 M 2624 /-/-/1630 /-/- K -/-585 /-/-/290 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 5.5 Min Req =2.4 (Truss) K Brg Wid = 5.5 Min Req =1.5 Bearings A & K are a rigid surface. Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2238 B - C 0 -1597 C - D 0 -919 Chords Tens.Comp. H - I 888 0 I - J 379 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 2081 0 R - Q 2077 0 Q - P 1436 0 P - O 1436 0 Chords Tens.Comp. O - N 799 0 N - M 0 -827 M - L 0 -409 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 0 -658 C - O 0 -747 O - D 574 0 D - N 0 -1249 N - F 13 -532 N - H 1446 0 Webs Tens.Comp. H - M 0 -1510 M - I 0 -1168 I - L 737 0 L - J 0 -775 J - K 613 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.070 Q 999 240 VERT(CL):0.167 Q 999 180 HORZ(LL):0.019 N - - HORZ(TL):0.046 N - - Creep Factor: 2.0 Max TC CSI:0.566 Max BC CSI:0.419 Max Web CSI:0.588 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AJ Ply: 1SEQN:48481 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T54 DrwNo:295.25.1159.05730 /RTT 10/22/2025 W6 24'11"12 8'1"4 4'7"3 4'7"3 9'5"13 4'10"11 14'4"8 4'10"11 22'4" 7'11"8 24'11" 2'7" 28'9"4 3'10"4 33'1" 4'3"12 4'7"3 4'7"3 9'5"13 4'10"11 14'4"8 4'10"11 21'7"4 7'2"12 24'11" 3'3"12 25'2"8 3"8 28'9"4 3'6"12 33'1" 4'3"12 3"15 7'5"9 8'3"13 (a) (a)(a)(a) A B C D E F G H I J KLMNOPQR 4 12 3X6(A1)1.5X3 3X6 3X8 3X6(**) 6X8 8X8 4X6 3X6 3X6 $%Lbl:AJ?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L #2(g); W1,W2,W3,W4, W5 2x4 DF-L Standard(g); W 12 2x4 DF-L #1&Bet.(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 25.97 TC: From 41 plf at 25.97 to 41 plf at 27.97 TC: From 78 plf at 27.97 to 117 plf at 28.92 TC: From 117 plf at 28.92 to 78 plf at 29.86 TC: From 41 plf at 29.86 to 41 plf at 31.83 TC: From 39 plf at 31.83 to 39 plf at 31.86 TC: From 78 plf at 31.86 to 78 plf at 33.08 BC: From 16 plf at 0.00 to 16 plf at 33.08 PLB: From 40 plf at 19.52 to 40 plf at 21.62 TC: 78 lb Conc. Load at 25.97,31.86 TC: 148 lb Conc. Load at 27.97,29.86 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1382 /-/-/585 /-/156 M 3736 /-/-/1437 /-/- K -/-592 /-/-/170 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 5.5 Min Req =3.6 (Truss) K Brg Wid = 5.5 Min Req =1.5 Bearings A & K are a rigid surface. Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. F - G 863 0 A - B 0 -3428 B - C 0 -2283 Chords Tens.Comp. C - D 0 -772 D - E 0 -681 E - F 1074 -10 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 3191 0 P - O 3186 0 O - N 1996 0 Chords Tens.Comp. N - M 546 -1 M - L 0 -385 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 0 -1250 O - C 564 0 C - N 0 -1756 N - E 1212 0 E - M 0 -2285 Webs Tens.Comp. M - F 13 -815 M - G 0 -1130 G - L 810 0 L - H 0 -978 H - K 691 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.116 B 999 240 VERT(CL):0.276 B 999 180 HORZ(LL):0.033 M - - HORZ(TL):0.080 M - - Creep Factor: 2.0 Max TC CSI:0.920 Max BC CSI:0.746 Max Web CSI:0.943 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AK Ply: 1SEQN:48483 CHIP FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T55 DrwNo:295.25.1159.21203 /RTT 10/22/2025 T2 W1 W2 W3 W4 W5 W12 24'11"12 8'1"4 7' 7' 13'2"4 6'2"4 19'4"8 6'2"4 25'11"11 6'7"3 28'9"4 2'9"9 31'10"5 3'1"1 33'1" 1'2"11 7' 7' 13'2"4 6'2"4 19'4"8 6'2"4 24'9" 5'4"8 28'10"15 4'1"15 32'3"4 3'4"5 33'1" 9"12 3"15 8'6"15 8'11"13 (a) (a) (a)(a)(a) A B C D E F G H I JKLMNOP 4 12 3X8(A1)1.5X3 3X4 5X6 4X4 3X6(**) 4X6 4X6 4X10 3X8 3X8 3X4 8X8 3X4 2X3 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L #2(g); W1,W2,W3,W4, W5 2x4 DF-L Standard(g); W 12 2x4 DF-L #1&Bet.(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 25.97 TC: From 41 plf at 25.97 to 41 plf at 27.97 TC: From 78 plf at 27.97 to 117 plf at 28.92 TC: From 117 plf at 28.92 to 78 plf at 29.86 TC: From 41 plf at 29.86 to 41 plf at 31.83 TC: From 39 plf at 31.83 to 39 plf at 31.86 TC: From 78 plf at 31.86 to 78 plf at 33.08 BC: From 16 plf at 0.00 to 16 plf at 33.08 PLB: From 40 plf at 19.52 to 40 plf at 21.62 TC: 78 lb Conc. Load at 25.97,31.86 TC: 148 lb Conc. Load at 27.97,29.86 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1382 /-/-/585 /-/156 M 3736 /-/-/1437 /-/- K -/-592 /-/-/170 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 5.5 Min Req =3.6 (Truss) K Brg Wid = 5.5 Min Req =1.5 Bearings A & K are a rigid surface. Bearing M Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. F - G 863 0 A - B 0 -3428 B - C 0 -2283 Chords Tens.Comp. C - D 0 -772 D - E 0 -681 E - F 1074 -10 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 3191 0 P - O 3186 0 O - N 1996 0 Chords Tens.Comp. N - M 546 -1 M - L 0 -385 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 0 -1250 O - C 564 0 C - N 0 -1756 N - E 1212 0 E - M 0 -2285 Webs Tens.Comp. M - F 13 -815 M - G 0 -1130 G - L 810 0 L - H 0 -978 H - K 691 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.116 B 999 240 VERT(CL):0.276 B 999 180 HORZ(LL):0.033 M - - HORZ(TL):0.080 M - - Creep Factor: 2.0 Max TC CSI:0.920 Max BC CSI:0.746 Max Web CSI:0.943 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AK Ply: 1SEQN:48483 CHIP FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T55 DrwNo:295.25.1159.21203 /RTT 10/22/2025 T2 W1 W2 W3 W4 W5 W12 24'11"12 8'1"4 7' 7' 13'2"4 6'2"4 19'4"8 6'2"4 25'11"11 6'7"3 28'9"4 2'9"9 31'10"5 3'1"1 33'1" 1'2"11 7' 7' 13'2"4 6'2"4 19'4"8 6'2"4 24'9" 5'4"8 28'10"15 4'1"15 32'3"4 3'4"5 33'1" 9"12 3"15 8'6"15 8'11"13 (a) (a) (a)(a)(a) A B C D E F G H I JKLMNOP 4 12 3X8(A1)1.5X3 3X4 5X6 4X4 3X6(**) 4X6 4X6 4X10 3X8 3X8 3X4 8X8 3X4 2X3 3X6 $%Lbl:AK?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -592# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:AK Ply: 1 Qty:1 SEQN:48483 CHIP FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T55 DrwNo:295.25.1159.21203 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -592# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:AK Ply: 1 Qty:1 SEQN:48483 CHIP FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T55 DrwNo:295.25.1159.21203 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L #2(g); W1,W2,W3,W4, W5 2x4 DF-L Standard(g); W 12 2x4 DF-L #1&Bet.(g); Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -412# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 981 /-/-/532 /-/156 O 2665 /-/-/1720 /-/- M -/-412 /-/-/254 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) O Brg Wid = 5.5 Min Req =2.5 (Truss) M Brg Wid = 5.5 Min Req =1.5 Bearings A & M are a rigid surface. Bearing O Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2184 B - C 0 -1253 Chords Tens.Comp. E - F 867 -7 F - H 701 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 2007 0 R - Q 2001 0 Chords Tens.Comp. Q - P 1089 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 0 -961 Q - C 492 0 C - P 0 -1048 P - E 794 0 E - O 0 -1309 Webs Tens.Comp. O - F 0 -705 O - H 31 -936 H - N 745 0 N - J 0 -787 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 B 999 240 VERT(CL):0.166 B 999 180 HORZ(LL):0.018 O - - HORZ(TL):0.047 O - - Creep Factor: 2.0 Max TC CSI:0.514 Max BC CSI:0.561 Max Web CSI:0.725 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AL Ply: 1SEQN:48280 CHIP FROM: Cust: R 6852 JRef:1Yef68520007 T56 DrwNo:295.25.1159.33677 /RTT 10/22/2025 W1 W2 W3 W4 W5 W12 24'11"12 8'1"4 7' 7' 13'2"4 6'2"4 19'4"8 6'2"4 26' 6'7"8 28'9"4 2'9"4 29'10"5 1'1"1 32'3"4 2'4"15 33'1" 9"12 7' 7' 13'2"4 6'2"4 19'4"8 6'2"4 24'9" 5'4"8 28'9"4 4'0"4 32'3"4 3'6" 33'1" 9"12 3"15 8'6"15 9'7"13 (a) (a) (a)(a)(a)(a) A B C D E F G H I J K LMNOPQR 4 12 3X8(A1)1.5X3 5X6 4X4 3X6(**) 4X6 4X6 4X10 3X8 3X8 8X8 3X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L #2(g); W1,W2,W3,W4, W5 2x4 DF-L Standard(g); W 12 2x4 DF-L #1&Bet.(g); Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -412# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 981 /-/-/532 /-/156 O 2665 /-/-/1720 /-/- M -/-412 /-/-/254 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) O Brg Wid = 5.5 Min Req =2.5 (Truss) M Brg Wid = 5.5 Min Req =1.5 Bearings A & M are a rigid surface. Bearing O Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2184 B - C 0 -1253 Chords Tens.Comp. E - F 867 -7 F - H 701 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 2007 0 R - Q 2001 0 Chords Tens.Comp. Q - P 1089 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 0 -961 Q - C 492 0 C - P 0 -1048 P - E 794 0 E - O 0 -1309 Webs Tens.Comp. O - F 0 -705 O - H 31 -936 H - N 745 0 N - J 0 -787 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.068 B 999 240 VERT(CL):0.166 B 999 180 HORZ(LL):0.018 O - - HORZ(TL):0.047 O - - Creep Factor: 2.0 Max TC CSI:0.514 Max BC CSI:0.561 Max Web CSI:0.725 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:AL Ply: 1SEQN:48280 CHIP FROM: Cust: R 6852 JRef:1Yef68520007 T56 DrwNo:295.25.1159.33677 /RTT 10/22/2025 W1 W2 W3 W4 W5 W12 24'11"12 8'1"4 7' 7' 13'2"4 6'2"4 19'4"8 6'2"4 26' 6'7"8 28'9"4 2'9"4 29'10"5 1'1"1 32'3"4 2'4"15 33'1" 9"12 7' 7' 13'2"4 6'2"4 19'4"8 6'2"4 24'9" 5'4"8 28'9"4 4'0"4 32'3"4 3'6" 33'1" 9"12 3"15 8'6"15 9'7"13 (a) (a) (a)(a)(a)(a) A B C D E F G H I J K LMNOPQR 4 12 3X8(A1)1.5X3 5X6 4X4 3X6(**) 4X6 4X6 4X10 3X8 3X8 8X8 3X6 3X6 $%Lbl:AL?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6,W7,W8,W9, W10 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -698# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 882 /-/-/525 /-/156 J 3034 /-/-/1708 /-/- I -/-698 /-/-/379 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) J Brg Wid = 5.5 Min Req =2.9 (Truss) I Brg Wid = 5.5 Min Req =1.5 Bearings A & I are a rigid surface. Bearing J Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1975 B - C 0 -1084 Chords Tens.Comp. E - F 1023 0 F - G 975 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 1820 0 N - M 1815 0 M - L 934 0 Chords Tens.Comp. L - K 934 0 J - I 0 -385 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 0 -909 M - C 460 0 C - K 0 -1037 K - E 737 0 Webs Tens.Comp. E - J 0 -1323 F - J 32 -455 J - G 0 -1474 G - I 973 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.070 B 999 240 VERT(CL):0.148 B 999 180 HORZ(LL):0.018 J - - HORZ(TL):0.039 J - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.596 Max Web CSI:0.990 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:A1 Ply: 1SEQN:48373 COMN FROM: Cust: R 6852 JRef:1Yef68520007 T57 DrwNo:295.25.1159.37260 /RTT 10/22/2025 W6 W7 W8 W9 W10 24'11"12 8'1"4 6'0"13 6'0"13 12'3"6 6'2"9 18'5"15 6'2"9 25'0"12 6'6"13 28'11" 3'10"4 33'1" 4'2" 6'0"13 6'0"13 12'3"6 6'2"9 18'5"15 6'2"9 25'0"12 6'6"13 33'1" 8'0"4 3"15 8'6"15 9'11"10 (a)(a) (a) (a) A B C D E F G H IJKLMN 4 12 3X8(A1)1.5X3 3X4 3X4 3X4 3X6 3X6(**) 3X4 3X4 1.5X3 4X8 4X6 3X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6,W7,W8,W9, W10 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -698# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 882 /-/-/525 /-/156 J 3034 /-/-/1708 /-/- I -/-698 /-/-/379 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) J Brg Wid = 5.5 Min Req =2.9 (Truss) I Brg Wid = 5.5 Min Req =1.5 Bearings A & I are a rigid surface. Bearing J Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1975 B - C 0 -1084 Chords Tens.Comp. E - F 1023 0 F - G 975 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 1820 0 N - M 1815 0 M - L 934 0 Chords Tens.Comp. L - K 934 0 J - I 0 -385 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 0 -909 M - C 460 0 C - K 0 -1037 K - E 737 0 Webs Tens.Comp. E - J 0 -1323 F - J 32 -455 J - G 0 -1474 G - I 973 0 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.070 B 999 240 VERT(CL):0.148 B 999 180 HORZ(LL):0.018 J - - HORZ(TL):0.039 J - - Creep Factor: 2.0 Max TC CSI:0.572 Max BC CSI:0.596 Max Web CSI:0.990 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:A1 Ply: 1SEQN:48373 COMN FROM: Cust: R 6852 JRef:1Yef68520007 T57 DrwNo:295.25.1159.37260 /RTT 10/22/2025 W6 W7 W8 W9 W10 24'11"12 8'1"4 6'0"13 6'0"13 12'3"6 6'2"9 18'5"15 6'2"9 25'0"12 6'6"13 28'11" 3'10"4 33'1" 4'2" 6'0"13 6'0"13 12'3"6 6'2"9 18'5"15 6'2"9 25'0"12 6'6"13 33'1" 8'0"4 3"15 8'6"15 9'11"10 (a)(a) (a) (a) A B C D E F G H IJKLMN 4 12 3X8(A1)1.5X3 3X4 3X4 3X4 3X6 3X6(**) 3X4 3X4 1.5X3 4X8 4X6 3X6 3X6 $%Lbl:A1?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6,W7,W8,W9, W10 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Negative reaction(s) of -1925# MAX. Requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*169 /-/-/202 /76 /7 V 769 /-/-/1730 /1317 /- A /-776 AJ /-1078 AS /-717 AF /-108 AB /-161 AA /-125 Wind reactions based on MWFRS A Brg Wid = 302 Min Req =- V Brg Wid = 5.5 Min Req =1.8 (Truss) Bearing A is a rigid surface. Bearing V Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 2136 -2173 E - J 2634 -2677 J - L 2741 -2781 L - O 2077 -2082 Chords Tens.Comp. O - S 2411 -2428 S - T 1164 -1237 T - U 1079 -1029 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AJ 2017 -1990 AJ-AG 1512 -1495 AF-AB 1700 -1672 Chords Tens.Comp. AB- X 1783 -1772 X - W 2249 -2237 W -V 690 -624 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AJ- E 1103 -1212 E -AG 1845 -1843 AG- J 1340 -1488 J -AB 1859 -1872 Webs Tens.Comp. AB- O 1239 -1335 O - W 1588 -1601 W -T 1243 -1430 T - V 1576 -1742 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. BG- S 36 -1001 Gables Tens.Comp. X -BG 35 -964 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 O 999 240 VERT(CL):0.014 H 999 180 HORZ(LL):0.077 U - - HORZ(TL):0.085 U - - Creep Factor: 2.0 Max TC CSI:0.977 Max BC CSI:0.626 Max Web CSI:0.903 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:A2 Ply: 1SEQN:48400 GABL FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T58 DrwNo:295.25.1159.42040 /RTT 10/22/2025 W6 W7 W8 W9 W10 33'1" 2'3" 1'4" (TYP) 6'0"13 6'0"13 12'3"6 6'2"9 18'5"15 6'2"9 24'11" 6'5"1 28'11" 4' 33'1" 4'2" 6'0"13 6'0"13 12'3"6 6'2"9 18'5"15 6'2"9 24'11" 6'5"1 25'2"8 3"8 33'1" 7'10"8 3"15 8'6"15 9'11"10 (a)(a) (a) (a)(a) (a) A E J L O S T U VWXAAABAFAGAJ AS BG 4 12 3X8(A1) 3X6 3X8 3X8 4X4 5X6 3X6(**) 3X8 4X6 4X10 5X10(R1) 3X6 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6,W7,W8,W9, W10 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Negative reaction(s) of -1925# MAX. Requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*169 /-/-/202 /76 /7 V 769 /-/-/1730 /1317 /- A /-776 AJ /-1078 AS /-717 AF /-108 AB /-161 AA /-125 Wind reactions based on MWFRS A Brg Wid = 302 Min Req =- V Brg Wid = 5.5 Min Req =1.8 (Truss) Bearing A is a rigid surface. Bearing V Fcperp = 625psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 2136 -2173 E - J 2634 -2677 J - L 2741 -2781 L - O 2077 -2082 Chords Tens.Comp. O - S 2411 -2428 S - T 1164 -1237 T - U 1079 -1029 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AJ 2017 -1990 AJ-AG 1512 -1495 AF-AB 1700 -1672 Chords Tens.Comp. AB- X 1783 -1772 X - W 2249 -2237 W -V 690 -624 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AJ- E 1103 -1212 E -AG 1845 -1843 AG- J 1340 -1488 J -AB 1859 -1872 Webs Tens.Comp. AB- O 1239 -1335 O - W 1588 -1601 W -T 1243 -1430 T - V 1576 -1742 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. BG- S 36 -1001 Gables Tens.Comp. X -BG 35 -964 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.31 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 O 999 240 VERT(CL):0.014 H 999 180 HORZ(LL):0.077 U - - HORZ(TL):0.085 U - - Creep Factor: 2.0 Max TC CSI:0.977 Max BC CSI:0.626 Max Web CSI:0.903 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:A2 Ply: 1SEQN:48400 GABL FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T58 DrwNo:295.25.1159.42040 /RTT 10/22/2025 W6 W7 W8 W9 W10 33'1" 2'3" 1'4" (TYP) 6'0"13 6'0"13 12'3"6 6'2"9 18'5"15 6'2"9 24'11" 6'5"1 28'11" 4' 33'1" 4'2" 6'0"13 6'0"13 12'3"6 6'2"9 18'5"15 6'2"9 24'11" 6'5"1 25'2"8 3"8 33'1" 7'10"8 3"15 8'6"15 9'11"10 (a)(a) (a) (a)(a) (a) A E J L O S T U VWXAAABAFAGAJ AS BG 4 12 3X8(A1) 3X6 3X8 3X8 4X4 5X6 3X6(**) 3X8 4X6 4X10 5X10(R1) 3X6 3X8 $%Lbl:A2?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 7939 # ( 240.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 7939 240.00 TC 0.00 33.08 7939 314.92 BC 0.00 25.21 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Job Number:RE1652_DV OLIVE CREST Truss Label:A2 Ply: 1 Qty:1 SEQN:48400 GABL FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T58 DrwNo:295.25.1159.42040 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Loading Truss transfers a maximum horizontal load of 7939 # ( 240.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 7939 240.00 TC 0.00 33.08 7939 314.92 BC 0.00 25.21 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Job Number:RE1652_DV OLIVE CREST Truss Label:A2 Ply: 1 Qty:1 SEQN:48400 GABL FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T58 DrwNo:295.25.1159.42040 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 4033 # ( 160.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4033 160.00 TC 0.00 25.21 4033 159.98 BC 0.00 25.21 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Negative reaction(s) of -518# MAX. Requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*132 /-/-/120 /5 /3 Y*110 /-/-/161 /56 /- B /-286 AE /-493 V /-495 R /-343 Wind reactions based on MWFRS B Brg Wid = 192 Min Req =- Y Brg Wid = 110 Min Req =- Bearings B & Y are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1081 -1129 F - J 954 -991 Chords Tens.Comp. J - N 958 -995 N - R 1085 -1140 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AE 1070 -1048 AE-AA 809 -793 Chords Tens.Comp. AA- Y 854 -829 V - R 1082 -1049 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AE- F 503 -603 F -AA 892 -893 Webs Tens.Comp. AA- N 884 -895 N - V 504 -598 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.006 R 999 240 VERT(CL):0.009 I 999 180 HORZ(LL):-0.016 K - - HORZ(TL):0.019 K - - Creep Factor: 2.0 Max TC CSI:0.227 Max BC CSI:0.203 Max Web CSI:0.428 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:B Ply: 1SEQN:48295 GABL FROM: Cust: R 6852 JRef:1Yef68520007 T59 DrwNo:295.25.1159.49737 /RTT 10/22/2025 25'2"8 3'3"4 1'4" (TYP) 6'8"8 6'8"8 12'7"4 5'10"12 18'6" 5'10"12 25'2"8 6'8"8 6'8"8 6'8"8 12'7"4 5'10"12 18'6" 5'10"12 25'2"8 6'8"81' 3"15 4'6"6 4'10"2 A B F J N R VYAAAE 4 12 3X8(A1)3X4 3X4 4X4(R1) 3X8 H0308 3X4 3X4 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 4033 # ( 160.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 4033 160.00 TC 0.00 25.21 4033 159.98 BC 0.00 25.21 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Negative reaction(s) of -518# MAX. Requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*132 /-/-/120 /5 /3 Y*110 /-/-/161 /56 /- B /-286 AE /-493 V /-495 R /-343 Wind reactions based on MWFRS B Brg Wid = 192 Min Req =- Y Brg Wid = 110 Min Req =- Bearings B & Y are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1081 -1129 F - J 954 -991 Chords Tens.Comp. J - N 958 -995 N - R 1085 -1140 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AE 1070 -1048 AE-AA 809 -793 Chords Tens.Comp. AA- Y 854 -829 V - R 1082 -1049 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AE- F 503 -603 F -AA 892 -893 Webs Tens.Comp. AA- N 884 -895 N - V 504 -598 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.006 R 999 240 VERT(CL):0.009 I 999 180 HORZ(LL):-0.016 K - - HORZ(TL):0.019 K - - Creep Factor: 2.0 Max TC CSI:0.227 Max BC CSI:0.203 Max Web CSI:0.428 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:B Ply: 1SEQN:48295 GABL FROM: Cust: R 6852 JRef:1Yef68520007 T59 DrwNo:295.25.1159.49737 /RTT 10/22/2025 25'2"8 3'3"4 1'4" (TYP) 6'8"8 6'8"8 12'7"4 5'10"12 18'6" 5'10"12 25'2"8 6'8"8 6'8"8 6'8"8 12'7"4 5'10"12 18'6" 5'10"12 25'2"8 6'8"81' 3"15 4'6"6 4'10"2 A B F J N R VYAAAE 4 12 3X8(A1)3X4 3X4 4X4(R1) 3X8 H0308 3X4 3X4 3X6(A1) $%Lbl:B?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1272 /-/-/738 /-/41 F 1182 /-/-/686 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2789 C - D 0 -1940 Chords Tens.Comp. D - E 0 -1941 E - F 0 -2807 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 2581 0 J - I 2576 0 I - H 2594 0 Chords Tens.Comp. H - G 2594 0 G - F 2599 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 0 -867 D - I 746 0 Webs Tens.Comp. I - E 0 -886 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.114 I 999 240 VERT(CL):0.265 I 999 180 HORZ(LL):0.038 F - - HORZ(TL):0.090 F - - Creep Factor: 2.0 Max TC CSI:0.515 Max BC CSI:0.613 Max Web CSI:0.607 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:B1 Ply: 1SEQN:48293 COMN FROM: Cust: R 6852 JRef:1Yef68520007 T60 DrwNo:295.25.1159.58477 /RTT 10/22/2025 25'2"8 6'8"8 6'8"8 12'7"4 5'10"12 18'6" 5'10"12 25'2"8 6'8"8 6'8"8 6'8"8 12'7"4 5'10"12 18'6" 5'10"12 25'2"8 6'8"81' 3"15 4'6"6 4'10"2 A B C D E F GHIJ 4 12 3X8(A1)1.5X3 3X4 4X4(R1) 3X8 H0308 3X4 1.5X3 3X6(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1272 /-/-/738 /-/41 F 1182 /-/-/686 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2789 C - D 0 -1940 Chords Tens.Comp. D - E 0 -1941 E - F 0 -2807 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 2581 0 J - I 2576 0 I - H 2594 0 Chords Tens.Comp. H - G 2594 0 G - F 2599 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 0 -867 D - I 746 0 Webs Tens.Comp. I - E 0 -886 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Yes FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.114 I 999 240 VERT(CL):0.265 I 999 180 HORZ(LL):0.038 F - - HORZ(TL):0.090 F - - Creep Factor: 2.0 Max TC CSI:0.515 Max BC CSI:0.613 Max Web CSI:0.607 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:B1 Ply: 1SEQN:48293 COMN FROM: Cust: R 6852 JRef:1Yef68520007 T60 DrwNo:295.25.1159.58477 /RTT 10/22/2025 25'2"8 6'8"8 6'8"8 12'7"4 5'10"12 18'6" 5'10"12 25'2"8 6'8"8 6'8"8 6'8"8 12'7"4 5'10"12 18'6" 5'10"12 25'2"8 6'8"81' 3"15 4'6"6 4'10"2 A B C D E F GHIJ 4 12 3X8(A1)1.5X3 3X4 4X4(R1) 3X8 H0308 3X4 1.5X3 3X6(A1) $%Lbl:B1?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #2(g); B2 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.09 to 78 plf at 11.85 TC: From 39 plf at 11.85 to 39 plf at 11.88 TC: From 41 plf at 11.88 to 41 plf at 15.85 TC: From 117 plf at 15.85 to 195 plf at 19.85 TC: From 195 plf at 19.85 to 195 plf at 25.21 BC: From 4 plf at -1.09 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 25.21 TC: 156 lb Conc. Load at 11.85 TC: 437 lb Conc. Load at 15.85 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1613 /-/-/756 /-/75 H 2225 /-/-/667 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.7 (Truss) H Brg Wid = 5.5 Min Req =2.4 (Truss) Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3839 C - D 31 -3169 Chords Tens.Comp. D - E 42 -2927 E - F 61 -2309 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3578 -24 M - L 3575 -27 L - K 3251 -72 Chords Tens.Comp. K - J 3251 -72 J - I 3251 -72 I - H 2243 -64 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 0 -738 L - D 632 0 L - E 64 -412 Webs Tens.Comp. E - I 15 -1205 I - F 834 0 F - H 83 -2889 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.137 L 999 240 VERT(CL):0.307 L 979 180 HORZ(LL):0.048 H - - HORZ(TL):0.108 H - - Creep Factor: 2.0 Max TC CSI:0.653 Max BC CSI:0.781 Max Web CSI:0.890 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CA Ply: 1SEQN:48491 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T61 DrwNo:295.25.1200.10927 /RTT 10/22/2025 T2 B2 25'2"8 6'2"4 6'2"4 11'10"3 5'7"15 15'9"12 3'11"9 20'7" 4'9"4 25'2"8 4'7"8 6'2"4 6'2"4 11'2"4 5' 15'9"12 4'7"8 20'7" 4'9"4 25'2"8 4'7"81' 3"15 3'11"12 4'3"5 4'7"1(a) A B C D E F G HIJKLM 4 12 3X8(A1)1.5X3 3X4 3X8 4X10 H0308 H0310 1.5X3 3X6 5X6 1.5X3 5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #2(g); B2 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.09 to 78 plf at 11.85 TC: From 39 plf at 11.85 to 39 plf at 11.88 TC: From 41 plf at 11.88 to 41 plf at 15.85 TC: From 117 plf at 15.85 to 195 plf at 19.85 TC: From 195 plf at 19.85 to 195 plf at 25.21 BC: From 4 plf at -1.09 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 25.21 TC: 156 lb Conc. Load at 11.85 TC: 437 lb Conc. Load at 15.85 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 4.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 5-7-14 oc. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1613 /-/-/756 /-/75 H 2225 /-/-/667 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.7 (Truss) H Brg Wid = 5.5 Min Req =2.4 (Truss) Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3839 C - D 31 -3169 Chords Tens.Comp. D - E 42 -2927 E - F 61 -2309 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 3578 -24 M - L 3575 -27 L - K 3251 -72 Chords Tens.Comp. K - J 3251 -72 J - I 3251 -72 I - H 2243 -64 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 0 -738 L - D 632 0 L - E 64 -412 Webs Tens.Comp. E - I 15 -1205 I - F 834 0 F - H 83 -2889 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.137 L 999 240 VERT(CL):0.307 L 979 180 HORZ(LL):0.048 H - - HORZ(TL):0.108 H - - Creep Factor: 2.0 Max TC CSI:0.653 Max BC CSI:0.781 Max Web CSI:0.890 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CA Ply: 1SEQN:48491 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T61 DrwNo:295.25.1200.10927 /RTT 10/22/2025 T2 B2 25'2"8 6'2"4 6'2"4 11'10"3 5'7"15 15'9"12 3'11"9 20'7" 4'9"4 25'2"8 4'7"8 6'2"4 6'2"4 11'2"4 5' 15'9"12 4'7"8 20'7" 4'9"4 25'2"8 4'7"81' 3"15 3'11"12 4'3"5 4'7"1(a) A B C D E F G HIJKLM 4 12 3X8(A1)1.5X3 3X4 3X8 4X10 H0308 H0310 1.5X3 3X6 5X6 1.5X3 5X6 $%Lbl:CA?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:CA Ply: 1 Qty:1 SEQN:48491 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T61 DrwNo:295.25.1200.10927 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:CA Ply: 1 Qty:1 SEQN:48491 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T61 DrwNo:295.25.1200.10927 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); B2 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1279 /-/-/796 /-/93 I 1175 /-/-/710 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) I Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2826 C - D 70 -2180 Chords Tens.Comp. D - F 110 -2014 F - G 91 -1269 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2617 -75 N - M 2613 -78 M - L 1903 -137 Chords Tens.Comp. L - K 1903 -137 K - J 1903 -137 J - I 1222 -92 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 0 -694 F - J 59 -811 Webs Tens.Comp. J - G 589 0 G - I 118 -1576 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.087 M 999 240 VERT(CL):0.203 M 999 180 HORZ(LL):0.029 I - - HORZ(TL):0.069 I - - Creep Factor: 2.0 Max TC CSI:0.505 Max BC CSI:0.939 Max Web CSI:0.893 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CB Ply: 1SEQN:48495 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T62 DrwNo:295.25.1200.14160 /RTT 10/22/2025 T2 B2 25'2"8 6'2"4 6'2"4 11'10"8 5'8"4 15'9"12 3'11"4 15'11"8 1"12 20'7" 4'7"8 20'8"12 1"12 25'2"8 4'5"12 6'2"4 6'2"4 11'2"4 5' 15'9"12 4'7"8 20'7" 4'9"4 25'2"8 4'7"81' 3"15 3'11"12 4'11"5 5'3"1 A B C D E F G H IJKLMN 4 12 3X6(A1) 3X4 3X8 3X8 H0308 3X8 3X4 3X6 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); B2 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1279 /-/-/796 /-/93 I 1175 /-/-/710 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) I Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -2826 C - D 70 -2180 Chords Tens.Comp. D - F 110 -2014 F - G 91 -1269 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2617 -75 N - M 2613 -78 M - L 1903 -137 Chords Tens.Comp. L - K 1903 -137 K - J 1903 -137 J - I 1222 -92 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 0 -694 F - J 59 -811 Webs Tens.Comp. J - G 589 0 G - I 118 -1576 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.087 M 999 240 VERT(CL):0.203 M 999 180 HORZ(LL):0.029 I - - HORZ(TL):0.069 I - - Creep Factor: 2.0 Max TC CSI:0.505 Max BC CSI:0.939 Max Web CSI:0.893 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CB Ply: 1SEQN:48495 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T62 DrwNo:295.25.1200.14160 /RTT 10/22/2025 T2 B2 25'2"8 6'2"4 6'2"4 11'10"8 5'8"4 15'9"12 3'11"4 15'11"8 1"12 20'7" 4'7"8 20'8"12 1"12 25'2"8 4'5"12 6'2"4 6'2"4 11'2"4 5' 15'9"12 4'7"8 20'7" 4'9"4 25'2"8 4'7"81' 3"15 3'11"12 4'11"5 5'3"1 A B C D E F G H IJKLMN 4 12 3X6(A1) 3X4 3X8 3X8 H0308 3X8 3X4 3X6 3X6 $%Lbl:CB?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.09 to 78 plf at 15.85 TC: From 39 plf at 15.85 to 39 plf at 15.88 TC: From 41 plf at 15.88 to 41 plf at 17.85 TC: From 78 plf at 17.85 to 117 plf at 19.85 TC: From 117 plf at 19.85 to 117 plf at 25.21 BC: From 4 plf at -1.09 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 25.21 TC: 78 lb Conc. Load at 15.85 TC: 148 lb Conc. Load at 17.85 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1359 /-/-/763 /-/102 H 1496 /-/-/677 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = 5.5 Min Req =1.6 (Truss) Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3150 C - D 0 -2557 Chords Tens.Comp. D - E 0 -1780 E - F 0 -1627 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2937 0 M - L 2935 0 L - K 2352 0 Chords Tens.Comp. K - J 2352 0 J - I 1236 -20 I - H 1236 -20 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 0 -608 D - J 0 -891 Webs Tens.Comp. J - F 558 0 F - H 29 -1746 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.100 L 999 240 VERT(CL):0.234 L 999 180 HORZ(LL):0.033 H - - HORZ(TL):0.076 H - - Creep Factor: 2.0 Max TC CSI:0.558 Max BC CSI:0.653 Max Web CSI:0.579 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CC Ply: 1SEQN:48498 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T63 DrwNo:295.25.1200.23673 /RTT 10/22/2025 T2 25'2"8 5' 5' 10'1"12 5'1"12 15'10"3 5'8"7 20'2"2 4'3"15 25'2"8 5'0"6 5' 5' 10'1"12 5'1"12 15'5"4 5'3"8 20'2"2 4'8"14 25'2"8 5'0"61' 3"15 5'3"12 5'7"5 5'11"1(a) A B C D E F G HIJKLM 4 12 3X8(A1)1.5X3 3X4 3X4 3X4 3X6 3X8 3X8 4X10 1.5X3 1.5X3 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.09 to 78 plf at 15.85 TC: From 39 plf at 15.85 to 39 plf at 15.88 TC: From 41 plf at 15.88 to 41 plf at 17.85 TC: From 78 plf at 17.85 to 117 plf at 19.85 TC: From 117 plf at 19.85 to 117 plf at 25.21 BC: From 4 plf at -1.09 to 4 plf at 0.00 BC: From 16 plf at 0.00 to 16 plf at 25.21 TC: 78 lb Conc. Load at 15.85 TC: 148 lb Conc. Load at 17.85 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 24.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.00 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 2-9-15 oc. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1359 /-/-/763 /-/102 H 1496 /-/-/677 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = 5.5 Min Req =1.6 (Truss) Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3150 C - D 0 -2557 Chords Tens.Comp. D - E 0 -1780 E - F 0 -1627 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 2937 0 M - L 2935 0 L - K 2352 0 Chords Tens.Comp. K - J 2352 0 J - I 1236 -20 I - H 1236 -20 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - L 0 -608 D - J 0 -891 Webs Tens.Comp. J - F 558 0 F - H 29 -1746 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.100 L 999 240 VERT(CL):0.234 L 999 180 HORZ(LL):0.033 H - - HORZ(TL):0.076 H - - Creep Factor: 2.0 Max TC CSI:0.558 Max BC CSI:0.653 Max Web CSI:0.579 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CC Ply: 1SEQN:48498 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T63 DrwNo:295.25.1200.23673 /RTT 10/22/2025 T2 25'2"8 5' 5' 10'1"12 5'1"12 15'10"3 5'8"7 20'2"2 4'3"15 25'2"8 5'0"6 5' 5' 10'1"12 5'1"12 15'5"4 5'3"8 20'2"2 4'8"14 25'2"8 5'0"61' 3"15 5'3"12 5'7"5 5'11"1(a) A B C D E F G HIJKLM 4 12 3X8(A1)1.5X3 3X4 3X4 3X4 3X6 3X8 3X8 4X10 1.5X3 1.5X3 3X6 $%Lbl:CC?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:CC Ply: 1 Qty:1 SEQN:48498 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T63 DrwNo:295.25.1200.23673 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:CC Ply: 1 Qty:1 SEQN:48498 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T63 DrwNo:295.25.1200.23673 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); B2 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1479 /-/-/913 /-/136 I 1359 /-/-/847 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.6 (Truss) I Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3378 C - D 0 -2662 Chords Tens.Comp. D - E 0 -1796 E - G 12 -1643 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 3147 0 N - M 3144 0 M - L 2434 0 Chords Tens.Comp. L - K 2434 0 K - J 1136 -44 J - I 1136 -44 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 0 -751 M - D 484 0 D - K 0 -963 Webs Tens.Comp. K - G 718 0 G - I 62 -1605 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.100 M 999 240 VERT(CL):0.234 M 999 180 HORZ(LL):0.031 I - - HORZ(TL):0.072 I - - Creep Factor: 2.0 Max TC CSI:0.552 Max BC CSI:0.991 Max Web CSI:0.625 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CD Ply: 1SEQN:48502 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T64 DrwNo:295.25.1201.28767 /RTT 10/22/2025 T2 B2 25'2"8 5'1"12 5'1"12 10'3"8 5'1"12 15'10"8 5'7" 20'3"14 4'5"6 25'2"8 4'10"10 5'1"12 5'1"12 10'3"8 5'1"12 15'5"4 5'1"12 20'3"14 4'10"10 25'2"8 4'10"101' 3"15 5'3"12 6'3"5 6'7"1(a) A B C D E F G H IJKLMN 4 12 3X8(A1) 3X4 3X4 3X4 H0308 3X10 3X6 4X8 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T2 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); B2 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1479 /-/-/913 /-/136 I 1359 /-/-/847 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.6 (Truss) I Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3378 C - D 0 -2662 Chords Tens.Comp. D - E 0 -1796 E - G 12 -1643 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 3147 0 N - M 3144 0 M - L 2434 0 Chords Tens.Comp. L - K 2434 0 K - J 1136 -44 J - I 1136 -44 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 0 -751 M - D 484 0 D - K 0 -963 Webs Tens.Comp. K - G 718 0 G - I 62 -1605 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.100 M 999 240 VERT(CL):0.234 M 999 180 HORZ(LL):0.031 I - - HORZ(TL):0.072 I - - Creep Factor: 2.0 Max TC CSI:0.552 Max BC CSI:0.991 Max Web CSI:0.625 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CD Ply: 1SEQN:48502 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T64 DrwNo:295.25.1201.28767 /RTT 10/22/2025 T2 B2 25'2"8 5'1"12 5'1"12 10'3"8 5'1"12 15'10"8 5'7" 20'3"14 4'5"6 25'2"8 4'10"10 5'1"12 5'1"12 10'3"8 5'1"12 15'5"4 5'1"12 20'3"14 4'10"10 25'2"8 4'10"101' 3"15 5'3"12 6'3"5 6'7"1(a) A B C D E F G H IJKLMN 4 12 3X8(A1) 3X4 3X4 3X4 H0308 3X10 3X6 4X8 3X6 $%Lbl:CD?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T3 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 90 plf at -1.09 to 90 plf at 20.47 TC: From 2 plf at 20.47 to 2 plf at 20.50 TC: From 41 plf at 20.50 to 41 plf at 22.79 TC: From 84 plf at 22.79 to 129 plf at 25.10 TC: From 129 plf at 25.10 to 129 plf at 25.21 BC: From 5 plf at -1.09 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 25.21 TC: 90 lb Conc. Load at 20.47 TC: 184 lb Conc. Load at 22.79 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 27.8" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.31 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 3-3-4 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1499 /-/-/888 /-/152 I 1541 /-/-/799 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.6 (Truss) I Brg Wid = 5.5 Min Req =1.6 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3444 C - D 0 -2796 D - E 0 -1994 Chords Tens.Comp. E - F 0 -1869 F - G 0 -1061 G - H 0 -939 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 3212 0 N - M 3210 0 M - L 2566 0 Chords Tens.Comp. L - K 2566 0 K - J 1799 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 0 -710 M - D 464 0 D - K 0 -902 K - F 631 0 Webs Tens.Comp. F - J 0 -1188 J - H 1482 0 H - I 15 -1502 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.106 M 999 240 VERT(CL):0.248 M 999 180 HORZ(LL):0.028 J - - HORZ(TL):0.066 J - - Creep Factor: 2.0 Max TC CSI:0.846 Max BC CSI:0.890 Max Web CSI:0.602 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CE Ply: 1SEQN:48504 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T65 DrwNo:295.25.1201.53657 /RTT 10/22/2025 T3 25'2"8 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 20'5"11 5'9"11 25'2"8 4'8"13 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 20'0"12 5'4"12 25'2"8 5'1"121' 3"15 6'10"4 7'1"13 7'5"9 (a)(a) A B C D E F G H IJKLMN 4 12 3X8(A1)1.5X3 3X4 3X4 3X4 H0308 3X4 3X4 5X6 5X8 3X10 3X8 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); T3 2x4 DF-L #1&Bet.(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 90 plf at -1.09 to 90 plf at 20.47 TC: From 2 plf at 20.47 to 2 plf at 20.50 TC: From 41 plf at 20.50 to 41 plf at 22.79 TC: From 84 plf at 22.79 to 129 plf at 25.10 TC: From 129 plf at 25.10 to 129 plf at 25.21 BC: From 5 plf at -1.09 to 5 plf at 0.00 BC: From 19 plf at 0.00 to 19 plf at 25.21 TC: 90 lb Conc. Load at 20.47 TC: 184 lb Conc. Load at 22.79 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 27.8" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.31 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 3-3-4 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1499 /-/-/888 /-/152 I 1541 /-/-/799 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.6 (Truss) I Brg Wid = 5.5 Min Req =1.6 (Truss) Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -3444 C - D 0 -2796 D - E 0 -1994 Chords Tens.Comp. E - F 0 -1869 F - G 0 -1061 G - H 0 -939 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 3212 0 N - M 3210 0 M - L 2566 0 Chords Tens.Comp. L - K 2566 0 K - J 1799 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - M 0 -710 M - D 464 0 D - K 0 -902 K - F 631 0 Webs Tens.Comp. F - J 0 -1188 J - H 1482 0 H - I 15 -1502 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 27.8 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.106 M 999 240 VERT(CL):0.248 M 999 180 HORZ(LL):0.028 J - - HORZ(TL):0.066 J - - Creep Factor: 2.0 Max TC CSI:0.846 Max BC CSI:0.890 Max Web CSI:0.602 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CE Ply: 1SEQN:48504 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T65 DrwNo:295.25.1201.53657 /RTT 10/22/2025 T3 25'2"8 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 20'5"11 5'9"11 25'2"8 4'8"13 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 20'0"12 5'4"12 25'2"8 5'1"121' 3"15 6'10"4 7'1"13 7'5"9 (a)(a) A B C D E F G H IJKLMN 4 12 3X8(A1)1.5X3 3X4 3X4 3X4 H0308 3X4 3X4 5X6 5X8 3X10 3X8 3X8 $%Lbl:CE?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:CE Ply: 1 Qty:1 SEQN:48504 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T65 DrwNo:295.25.1201.53657 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:CE Ply: 1 Qty:1 SEQN:48504 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T65 DrwNo:295.25.1201.53657 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); W6, W7 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 84 plf at 0.00 to 84 plf at 22.56 TC: From 2 plf at 22.56 to 2 plf at 22.58 TC: From 41 plf at 22.58 to 41 plf at 24.72 TC: From 81 plf at 24.72 to 123 plf at 25.21 BC: From 17 plf at 0.00 to 17 plf at 25.21 TC: 84 lb Conc. Load at 22.56 TC: 167 lb Conc. Load at 24.72 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 26.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.17 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 3-0-12 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1296 /-/-/773 /-/151 H 1434 /-/-/758 /-/- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings A & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3237 B - C 0 -2582 C - D 0 -1866 Chords Tens.Comp. D - E 0 -679 E - F 0 -665 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 3023 0 M - L 3020 0 L - K 2365 0 Chords Tens.Comp. K - J 2365 0 J - I 1697 0 I - H 508 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 0 -714 L - C 449 0 C - J 0 -783 J - D 618 0 Webs Tens.Comp. D - I 0 -1400 I - F 898 0 F - H 0 -1310 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.099 L 999 240 VERT(CL):0.232 L 999 180 HORZ(LL):0.029 H - - HORZ(TL):0.068 H - - Creep Factor: 2.0 Max TC CSI:0.898 Max BC CSI:0.953 Max Web CSI:0.458 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CF Ply: 1SEQN:48506 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T66 DrwNo:295.25.1202.10317 /RTT 10/22/2025 W6 W7 25'2"8 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 22'6"11 7'10"11 25'2"8 2'7"13 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 22'1"12 7'5"12 25'2"8 3'0"12 3"15 7'6"9 7'10"3 (a) (a) A B C D E F G HIJKLM 4 12 3X8(A1)1.5X3 3X4 3X4 3X4 H0308 3X4 4X63X4 3X6 4X8 1.5X3 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #1&Bet.(g); Webs: 2x4 DF-L Standard(g); W6, W7 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 84 plf at 0.00 to 84 plf at 22.56 TC: From 2 plf at 22.56 to 2 plf at 22.58 TC: From 41 plf at 22.58 to 41 plf at 24.72 TC: From 81 plf at 24.72 to 123 plf at 25.21 BC: From 17 plf at 0.00 to 17 plf at 25.21 TC: 84 lb Conc. Load at 22.56 TC: 167 lb Conc. Load at 24.72 Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Use this design for common hip trusses @ 26.0" oc. Extend sloping TC of truss and jacks to hip rafter. Support extensions every 2.17 ft to flat TC. Spacing of supports originates from #1 hip. Attach 2x4 lateral bracing to flat TC @ 24" oc with 2-16d Box or Gun nails(0.135"x3.5",min.) and diagonally brace per DW G. BRCALHIP0118. Support hip rafter with cripples at 3-0-12 oc. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1296 /-/-/773 /-/151 H 1434 /-/-/758 /-/- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings A & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3237 B - C 0 -2582 C - D 0 -1866 Chords Tens.Comp. D - E 0 -679 E - F 0 -665 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - M 3023 0 M - L 3020 0 L - K 2365 0 Chords Tens.Comp. K - J 2365 0 J - I 1697 0 I - H 508 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 0 -714 L - C 449 0 C - J 0 -783 J - D 618 0 Webs Tens.Comp. D - I 0 -1400 I - F 898 0 F - H 0 -1310 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.099 L 999 240 VERT(CL):0.232 L 999 180 HORZ(LL):0.029 H - - HORZ(TL):0.068 H - - Creep Factor: 2.0 Max TC CSI:0.898 Max BC CSI:0.953 Max Web CSI:0.458 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CF Ply: 1SEQN:48506 SPEC FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T66 DrwNo:295.25.1202.10317 /RTT 10/22/2025 W6 W7 25'2"8 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 22'6"11 7'10"11 25'2"8 2'7"13 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 22'1"12 7'5"12 25'2"8 3'0"12 3"15 7'6"9 7'10"3 (a) (a) A B C D E F G HIJKLM 4 12 3X8(A1)1.5X3 3X4 3X4 3X4 H0308 3X4 4X63X4 3X6 4X8 1.5X3 3X4 $%Lbl:CF?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:CF Ply: 1 Qty:1 SEQN:48506 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T66 DrwNo:295.25.1202.10317 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. California hip common load case modified Job Number:RE1652_DV OLIVE CREST Truss Label:CF Ply: 1 Qty:1 SEQN:48506 SPEC FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T66 DrwNo:295.25.1202.10317 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1290 /-/-/778 /-/165 I 1275 /-/-/826 /-/- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) I Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3218 B - C 0 -2565 C - D 0 -1841 Chords Tens.Comp. D - E 0 -671 E - F 0 -657 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 3004 0 N - M 3001 0 M - L 2350 0 Chords Tens.Comp. L - K 2350 0 K - J 1670 0 J - I 508 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 0 -666 C - K 0 -797 K - D 617 0 Webs Tens.Comp. D - J 0 -1368 J - F 880 0 F - I 0 -1311 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.104 M 999 240 VERT(CL):0.244 M 999 180 HORZ(LL):0.032 I - - HORZ(TL):0.076 I - - Creep Factor: 2.0 Max TC CSI:0.749 Max BC CSI:0.669 Max Web CSI:0.466 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CG Ply: 1SEQN:48508 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T67 DrwNo:295.25.1202.15170 /RTT 10/22/2025 W6 6'11"9 6'10"6 2'9"4 25'2"8 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 22'1"12 7'5"12 24'2"3 2'0"7 25'2"8 1'0"5 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 25'2"8 10'6"8 3"15 7'6"9 22'1"12 2'9"4 3"8 8'4"11 7'1"5 (a) (a) A B C D E F G H IJKLMN 4 12 3X8(A1)1.5X3 H0308 4X6 3X6 8X8 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1290 /-/-/778 /-/165 I 1275 /-/-/826 /-/- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) I Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3218 B - C 0 -2565 C - D 0 -1841 Chords Tens.Comp. D - E 0 -671 E - F 0 -657 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 3004 0 N - M 3001 0 M - L 2350 0 Chords Tens.Comp. L - K 2350 0 K - J 1670 0 J - I 508 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 0 -666 C - K 0 -797 K - D 617 0 Webs Tens.Comp. D - J 0 -1368 J - F 880 0 F - I 0 -1311 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.104 M 999 240 VERT(CL):0.244 M 999 180 HORZ(LL):0.032 I - - HORZ(TL):0.076 I - - Creep Factor: 2.0 Max TC CSI:0.749 Max BC CSI:0.669 Max Web CSI:0.466 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:CG Ply: 1SEQN:48508 SPEC FROM: Cust: R 6852 JRef:1Yef68520007 T67 DrwNo:295.25.1202.15170 /RTT 10/22/2025 W6 6'11"9 6'10"6 2'9"4 25'2"8 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 22'1"12 7'5"12 24'2"3 2'0"7 25'2"8 1'0"5 4'10"11 4'10"11 9'9"5 4'10"11 14'8" 4'10"11 25'2"8 10'6"8 3"15 7'6"9 22'1"12 2'9"4 3"8 8'4"11 7'1"5 (a) (a) A B C D E F G H IJKLMN 4 12 3X8(A1)1.5X3 H0308 4X6 3X6 8X8 1.5X3 $%Lbl:CG?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6, W7 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1309 /-/-/773 /-/172 G 1354 /-/-/772 /-/- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings A & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3126 B - C 0 -2182 Chords Tens.Comp. C - D 0 -1195 D - E 0 -1134 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 2896 0 K - J 2891 0 J - I 1968 0 Chords Tens.Comp. I - H 1968 0 H - G 1025 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 0 -967 J - C 508 0 C - H 0 -1115 Webs Tens.Comp. H - E 860 0 E - G 0 -1502 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.108 B 999 240 VERT(CL):0.241 B 999 180 HORZ(LL):0.034 G - - HORZ(TL):0.077 G - - Creep Factor: 2.0 Max TC CSI:0.789 Max BC CSI:0.742 Max Web CSI:0.687 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:C1 Ply: 1SEQN:48334 COMN FROM: Cust: R 6852 JRef:1Yef68520007 T68 DrwNo:295.25.1202.17503 /RTT 10/22/2025 W6 W7 25'2"8 6'8"15 6'8"15 12'9"2 6'0"3 19'1"5 6'4"3 25'2"8 6'1"3 6'8"15 6'8"15 12'9"2 6'0"3 19'1"5 6'4"3 25'2"8 6'1"3 3"15 8'8"12 (a) (a)(a) A B C D E F GHIJK 4 12 3X8(A1)1.5X3 3X4 3X4 3X4 H0308 3X4 3X6 4X4 2X3 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6, W7 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1309 /-/-/773 /-/172 G 1354 /-/-/772 /-/- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings A & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3126 B - C 0 -2182 Chords Tens.Comp. C - D 0 -1195 D - E 0 -1134 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 2896 0 K - J 2891 0 J - I 1968 0 Chords Tens.Comp. I - H 1968 0 H - G 1025 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - J 0 -967 J - C 508 0 C - H 0 -1115 Webs Tens.Comp. H - E 860 0 E - G 0 -1502 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.108 B 999 240 VERT(CL):0.241 B 999 180 HORZ(LL):0.034 G - - HORZ(TL):0.077 G - - Creep Factor: 2.0 Max TC CSI:0.789 Max BC CSI:0.742 Max Web CSI:0.687 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:C1 Ply: 1SEQN:48334 COMN FROM: Cust: R 6852 JRef:1Yef68520007 T68 DrwNo:295.25.1202.17503 /RTT 10/22/2025 W6 W7 25'2"8 6'8"15 6'8"15 12'9"2 6'0"3 19'1"5 6'4"3 25'2"8 6'1"3 6'8"15 6'8"15 12'9"2 6'0"3 19'1"5 6'4"3 25'2"8 6'1"3 3"15 8'8"12 (a) (a)(a) A B C D E F GHIJK 4 12 3X8(A1)1.5X3 3X4 3X4 3X4 H0308 3X4 3X6 4X4 2X3 3X4 $%Lbl:C1?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 240 # ( 9.70 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 240 9.70 TC 0.00 24.75 240 9.80 BC 0.15 24.75 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 26.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*132 /-/-/69 /-/14 AD*157 /-/-/61 /-/- Wind reactions based on MWFRS A Brg Wid = 158 Min Req =- AD Brg Wid = 138 Min Req =- Bearings A & AD are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 T 999 240 VERT(CL):0.007 T 999 180 HORZ(LL):0.001 T - - HORZ(TL):0.002 T - - Creep Factor: 2.0 Max TC CSI:0.080 Max BC CSI:0.064 Max Web CSI:0.167 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:C2 Ply: 1SEQN:48336 GABL FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T69 DrwNo:295.25.1203.45257 /RTT 10/22/2025 W6 24'9" 2'8" 1'4" (TYP) 6'8"15 6'8"15 12'9"2 6'0"3 19'3"1 6'5"15 24'9" 5'5"15 6'8"15 6'8"15 12'9"2 6'0"3 19'3"1 6'5"15 24'9" 5'5"15 3"15 8'6"15 (a)(a) A E J L P U VZADAEAI 4 12 3X8(A1) 3X4 3X4 3X4 5X6 3X4 3X6 4X4 3X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W6 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 240 # ( 9.70 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 240 9.70 TC 0.00 24.75 240 9.80 BC 0.15 24.75 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 26.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*132 /-/-/69 /-/14 AD*157 /-/-/61 /-/- Wind reactions based on MWFRS A Brg Wid = 158 Min Req =- AD Brg Wid = 138 Min Req =- Bearings A & AD are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 T 999 240 VERT(CL):0.007 T 999 180 HORZ(LL):0.001 T - - HORZ(TL):0.002 T - - Creep Factor: 2.0 Max TC CSI:0.080 Max BC CSI:0.064 Max Web CSI:0.167 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:C2 Ply: 1SEQN:48336 GABL FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T69 DrwNo:295.25.1203.45257 /RTT 10/22/2025 W6 24'9" 2'8" 1'4" (TYP) 6'8"15 6'8"15 12'9"2 6'0"3 19'3"1 6'5"15 24'9" 5'5"15 6'8"15 6'8"15 12'9"2 6'0"3 19'3"1 6'5"15 24'9" 5'5"15 3"15 8'6"15 (a)(a) A E J L P U VZADAEAI 4 12 3X8(A1) 3X4 3X4 3X4 5X6 3X4 3X6 4X4 3X4 $%Lbl:C2?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1652_DV OLIVE CREST Truss Label:C2 Ply: 1 Qty:1 SEQN:48336 GABL FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T69 DrwNo:295.25.1203.45257 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Job Number:RE1652_DV OLIVE CREST Truss Label:C2 Ply: 1 Qty:1 SEQN:48336 GABL FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T69 DrwNo:295.25.1203.45257 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2175 # ( 100.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2175 100.00 TC 0.00 21.75 2175 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 26.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1407 /-/-/1224 /-/2175 P 1407 /-/-/1224 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) P Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 21 -3095 E - I 65 -2208 Chords Tens.Comp. I - M 65 -2208 M - P 21 -3095 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 2905 0 AA- X 2895 0 X - W 2866 0 Chords Tens.Comp. W -T 2866 0 T - P 2883 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - X 30 -907 I - X 899 0 Webs Tens.Comp. X - M 30 -907 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.136 V 999 240 VERT(CL):0.284 V 908 180 HORZ(LL):0.049 P - - HORZ(TL):0.087 P - - Creep Factor: 2.0 Max TC CSI:0.461 Max BC CSI:0.771 Max Web CSI:0.502 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:D Ply: 1SEQN:48340 GABL FROM: Cust: R 6852 JRef:1Yef68520007 T70 DrwNo:295.25.1203.49487 /RTT 10/22/2025 21'9" 2'10"8 1'4" (TYP) 5'10"2 5'10"2 10'10"8 5'0"6 15'10"14 5'0"6 21'9" 5'10"2 5'10"2 5'10"2 10'10"8 5'0"6 15'10"14 5'0"6 21'9" 5'10"21'1' 3"15 3'11"7 4'3"3 A B E I M P Q TWXAA 4 12 3X8(A1) 3X4 4X4 3X8 H0308 3X4 3X8(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. All plates are 1.5X3 except as noted. Loading Truss transfers a maximum horizontal load of 2175 # ( 100.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 2175 100.00 TC 0.00 21.75 2175 BC 0.15 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 26.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable Studs Gable studs (dashed members) may be installed at 16" oc with Wave plates. In lieu of plates use (3) 16 ga. 1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed through chord into web & web into chord on one face for a total of (6) staples per connection. Additional Notes Lumber shall be dried to a maximum moisture content of 19% prior to installation. See DWGS A11515ENC160118, GBLLETIN0118, & GABRST160118 for gable wind bracing and other requirements. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1407 /-/-/1224 /-/2175 P 1407 /-/-/1224 /-/- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) P Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 21 -3095 E - I 65 -2208 Chords Tens.Comp. I - M 65 -2208 M - P 21 -3095 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AA 2905 0 AA- X 2895 0 X - W 2866 0 Chords Tens.Comp. W -T 2866 0 T - P 2883 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E - X 30 -907 I - X 899 0 Webs Tens.Comp. X - M 30 -907 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.136 V 999 240 VERT(CL):0.284 V 908 180 HORZ(LL):0.049 P - - HORZ(TL):0.087 P - - Creep Factor: 2.0 Max TC CSI:0.461 Max BC CSI:0.771 Max Web CSI:0.502 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:D Ply: 1SEQN:48340 GABL FROM: Cust: R 6852 JRef:1Yef68520007 T70 DrwNo:295.25.1203.49487 /RTT 10/22/2025 21'9" 2'10"8 1'4" (TYP) 5'10"2 5'10"2 10'10"8 5'0"6 15'10"14 5'0"6 21'9" 5'10"2 5'10"2 5'10"2 10'10"8 5'0"6 15'10"14 5'0"6 21'9" 5'10"21'1' 3"15 3'11"7 4'3"3 A B E I M P Q TWXAA 4 12 3X8(A1) 3X4 4X4 3X8 H0308 3X4 3X8(A1) $%Lbl:D?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 665 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 665 380.00 TC 0.00 1.75 665 380.00 BC 0.00 1.75 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*102 /-/-/208 /91 /- D /-194 Wind reactions based on MWFRS D Brg Wid = 21.0 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 707 -685 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 663 -663 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 989 -1062 D - B 1429 -1429 Webs Tens.Comp. B - C 1015 -1087 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 B 999 240 VERT(CL):0.003 B 999 180 HORZ(LL):0.026 A - - HORZ(TL):0.027 A - - Creep Factor: 2.0 Max TC CSI:0.059 Max BC CSI:0.013 Max Web CSI:0.454 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0A Ply: 1SEQN:48342 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T71 DrwNo:295.25.1203.53133 /RTT 10/22/2025 1'9" 1'9" 1'9" 3'0"15 3'7"15 A B CD 4 12 1.5X3 3X6 3X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 665 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 665 380.00 TC 0.00 1.75 665 380.00 BC 0.00 1.75 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*102 /-/-/208 /91 /- D /-194 Wind reactions based on MWFRS D Brg Wid = 21.0 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 707 -685 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 663 -663 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 989 -1062 D - B 1429 -1429 Webs Tens.Comp. B - C 1015 -1087 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 B 999 240 VERT(CL):0.003 B 999 180 HORZ(LL):0.026 A - - HORZ(TL):0.027 A - - Creep Factor: 2.0 Max TC CSI:0.059 Max BC CSI:0.013 Max Web CSI:0.454 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0A Ply: 1SEQN:48342 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T71 DrwNo:295.25.1203.53133 /RTT 10/22/2025 1'9" 1'9" 1'9" 3'0"15 3'7"15 A B CD 4 12 1.5X3 3X6 3X6 1.5X3 $%Lbl:SH0A?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 709 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 709 380.00 TC 0.00 1.86 709 380.00 BC 0.00 1.86 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/207 /90 /- D /-198 Wind reactions based on MWFRS C Brg Wid = 22.4 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 754 -731 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 709 -709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1233 -1311 D - B 1679 -1678 Webs Tens.Comp. B - C 1252 -1329 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 B 999 240 VERT(CL):0.004 B 999 180 HORZ(LL):0.039 A - - HORZ(TL):0.040 A - - Creep Factor: 2.0 Max TC CSI:0.069 Max BC CSI:0.106 Max Web CSI:0.533 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0B Ply: 1SEQN:48346 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T72 DrwNo:295.25.1203.57353 /RTT 10/22/2025 1'10"6 1'10"6 1'10"6 3'8"7 4'3"14 A B CD 4 12 1.5X3 3X6 4X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 709 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 709 380.00 TC 0.00 1.86 709 380.00 BC 0.00 1.86 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/207 /90 /- D /-198 Wind reactions based on MWFRS C Brg Wid = 22.4 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 754 -731 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 709 -709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1233 -1311 D - B 1679 -1678 Webs Tens.Comp. B - C 1252 -1329 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 B 999 240 VERT(CL):0.004 B 999 180 HORZ(LL):0.039 A - - HORZ(TL):0.040 A - - Creep Factor: 2.0 Max TC CSI:0.069 Max BC CSI:0.106 Max Web CSI:0.533 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0B Ply: 1SEQN:48346 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T72 DrwNo:295.25.1203.57353 /RTT 10/22/2025 1'10"6 1'10"6 1'10"6 3'8"7 4'3"14 A B CD 4 12 1.5X3 3X6 4X6 1.5X3 $%Lbl:SH0B?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 709 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 709 380.00 TC 0.00 1.86 709 380.00 BC 0.00 1.86 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/206 /89 /- D /-197 Wind reactions based on MWFRS C Brg Wid = 22.4 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 759 -735 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 709 -709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1492 -1568 D - B 1919 -1919 Webs Tens.Comp. B - C 1508 -1585 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.006 B 999 240 VERT(CL):0.006 B 999 180 HORZ(LL):0.059 A - - HORZ(TL):0.060 A - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.098 Max Web CSI:0.757 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0C Ply: 1SEQN:48408 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T73 DrwNo:295.25.1204.04740 /RTT 10/22/2025 1'10"6 1'10"6 1'10"6 4'4"7 4'11"14 A B CD 4 12 1.5X3 4X6 4X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 709 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 709 380.00 TC 0.00 1.86 709 380.00 BC 0.00 1.86 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/206 /89 /- D /-197 Wind reactions based on MWFRS C Brg Wid = 22.4 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 759 -735 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 709 -709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1492 -1568 D - B 1919 -1919 Webs Tens.Comp. B - C 1508 -1585 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.006 B 999 240 VERT(CL):0.006 B 999 180 HORZ(LL):0.059 A - - HORZ(TL):0.060 A - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.098 Max Web CSI:0.757 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0C Ply: 1SEQN:48408 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T73 DrwNo:295.25.1204.04740 /RTT 10/22/2025 1'10"6 1'10"6 1'10"6 4'4"7 4'11"14 A B CD 4 12 1.5X3 4X6 4X6 1.5X3 $%Lbl:SH0C?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 709 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 709 380.00 TC 0.00 1.86 709 380.00 BC 0.00 1.86 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/206 /89 /- D /-197 Wind reactions based on MWFRS C Brg Wid = 22.4 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 759 -735 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 709 -709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1745 -1822 D - B 2156 -2156 Webs Tens.Comp. B - C 1762 -1838 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 B 999 240 VERT(CL):0.008 B 999 180 HORZ(LL):0.084 A - - HORZ(TL):0.086 A - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.098 Max Web CSI:0.912 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0D Ply: 1SEQN:48353 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T74 DrwNo:295.25.1204.27690 /RTT 10/22/2025 1'10"6 1'10"6 1'10"6 5'0"7 5'7"14 (a)A B CD 4 12 1.5X3 4X6 4X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 709 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 709 380.00 TC 0.00 1.86 709 380.00 BC 0.00 1.86 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/206 /89 /- D /-197 Wind reactions based on MWFRS C Brg Wid = 22.4 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 759 -735 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 709 -709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1745 -1822 D - B 2156 -2156 Webs Tens.Comp. B - C 1762 -1838 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 B 999 240 VERT(CL):0.008 B 999 180 HORZ(LL):0.084 A - - HORZ(TL):0.086 A - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.098 Max Web CSI:0.912 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0D Ply: 1SEQN:48353 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T74 DrwNo:295.25.1204.27690 /RTT 10/22/2025 1'10"6 1'10"6 1'10"6 5'0"7 5'7"14 (a)A B CD 4 12 1.5X3 4X6 4X6 1.5X3 $%Lbl:SH0D?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 709 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 709 380.00 TC 0.00 1.86 709 380.00 BC 0.00 1.86 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Right end vertical not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/206 /89 /- D /-197 Wind reactions based on MWFRS C Brg Wid = 22.4 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 759 -735 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 709 -709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1999 -2076 D - B 2397 -2397 Webs Tens.Comp. B - C 2015 -2092 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 B 999 240 VERT(CL):0.010 B 999 180 HORZ(LL):0.116 A - - HORZ(TL):0.119 A - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.098 Max Web CSI:0.761 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0E Ply: 1SEQN:48355 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T75 DrwNo:295.25.1204.29783 /RTT 10/22/2025 1'10"6 1'10"6 1'10"6 5'8"7 6'3"14 (a) (a) (a) A B CD 4 12 1.5X3 5X8 4X8 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 709 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 709 380.00 TC 0.00 1.86 709 380.00 BC 0.00 1.86 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Right end vertical not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/206 /89 /- D /-197 Wind reactions based on MWFRS C Brg Wid = 22.4 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 759 -735 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 709 -709 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1999 -2076 D - B 2397 -2397 Webs Tens.Comp. B - C 2015 -2092 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 B 999 240 VERT(CL):0.010 B 999 180 HORZ(LL):0.116 A - - HORZ(TL):0.119 A - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.098 Max Web CSI:0.761 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0E Ply: 1SEQN:48355 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T75 DrwNo:295.25.1204.29783 /RTT 10/22/2025 1'10"6 1'10"6 1'10"6 5'8"7 6'3"14 (a) (a) (a) A B CD 4 12 1.5X3 5X8 4X8 1.5X3 $%Lbl:SH0E?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 930 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 930 380.00 TC 0.00 2.45 930 380.00 BC 0.00 2.45 Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -218# MAX. Requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*67 /-/-/194 /117 /9 G*67 /-/-/70 /14 /- Wind reactions based on MWFRS E Brg Wid = 22.4 Min Req =- G Brg Wid = 22.4 Min Req =- Bearings E & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 965 -998 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 930 -929 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1340 -1441 A - C 1423 -1424 E - F 1363 -1463 F - C 935 -933 Webs Tens.Comp. F - D 1449 -1449 C - B 1207 -1307 C - D 1125 -1226 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 A 999 240 VERT(CL):0.009 A 999 180 HORZ(LL):-0.045 B - - HORZ(TL):0.046 B - - Creep Factor: 2.0 Max TC CSI:0.134 Max BC CSI:0.054 Max Web CSI:0.935 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0F Ply: 1SEQN:48359 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T76 DrwNo:295.25.1204.33167 /RTT 10/22/2025 2'9"8 2'5"6 2'5"6 2'5"6 6'4"7 7'2"4 3"8 1'10"6 3"8 5'10"7 6'7"1 A B C DE F G 4 12 4X4 H05084X4 4X4 3X12 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 930 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 930 380.00 TC 0.00 2.45 930 380.00 BC 0.00 2.45 Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s) of -218# MAX. Requires uplift connection. See Maximum Reactions. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*67 /-/-/194 /117 /9 G*67 /-/-/70 /14 /- Wind reactions based on MWFRS E Brg Wid = 22.4 Min Req =- G Brg Wid = 22.4 Min Req =- Bearings E & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 965 -998 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 930 -929 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1340 -1441 A - C 1423 -1424 E - F 1363 -1463 F - C 935 -933 Webs Tens.Comp. F - D 1449 -1449 C - B 1207 -1307 C - D 1125 -1226 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 A 999 240 VERT(CL):0.009 A 999 180 HORZ(LL):-0.045 B - - HORZ(TL):0.046 B - - Creep Factor: 2.0 Max TC CSI:0.134 Max BC CSI:0.054 Max Web CSI:0.935 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0F Ply: 1SEQN:48359 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T76 DrwNo:295.25.1204.33167 /RTT 10/22/2025 2'9"8 2'5"6 2'5"6 2'5"6 6'4"7 7'2"4 3"8 1'10"6 3"8 5'10"7 6'7"1 A B C DE F G 4 12 4X4 H05084X4 4X4 3X12 3X6 $%Lbl:SH0F?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 598 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 598 380.00 TC 0.00 1.57 598 380.00 BC 0.00 1.57 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*102 /-/-/209 /92 /- E /-186 Wind reactions based on MWFRS D Brg Wid = 18.9 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 620 -641 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 596 -596 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1406 -1471 A - C 1371 -1372 E - F 1454 -1518 F - C 606 -606 Webs Tens.Comp. F - D 1401 -1402 C - B 1301 -1366 C - D 1246 -1310 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.56 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 A 999 240 VERT(CL):0.010 A 999 180 HORZ(LL):-0.062 B - - HORZ(TL):0.063 B - - Creep Factor: 2.0 Max TC CSI:0.090 Max BC CSI:0.010 Max Web CSI:0.464 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0G Ply: 1SEQN:48365 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T77 DrwNo:295.25.1204.35930 /RTT 10/22/2025 3'2"8 1'6"14 1'6"14 1'6"14 7'2"7 7'8"12 3"811"143"8 6'8"7 7'1"9(a) A B C DE F 4 12 4X4 H05084X4 4X4 1.5X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 598 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 598 380.00 TC 0.00 1.57 598 380.00 BC 0.00 1.57 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*102 /-/-/209 /92 /- E /-186 Wind reactions based on MWFRS D Brg Wid = 18.9 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 620 -641 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 596 -596 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1406 -1471 A - C 1371 -1372 E - F 1454 -1518 F - C 606 -606 Webs Tens.Comp. F - D 1401 -1402 C - B 1301 -1366 C - D 1246 -1310 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.56 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 A 999 240 VERT(CL):0.010 A 999 180 HORZ(LL):-0.062 B - - HORZ(TL):0.063 B - - Creep Factor: 2.0 Max TC CSI:0.090 Max BC CSI:0.010 Max Web CSI:0.464 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0G Ply: 1SEQN:48365 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T77 DrwNo:295.25.1204.35930 /RTT 10/22/2025 3'2"8 1'6"14 1'6"14 1'6"14 7'2"7 7'8"12 3"811"143"8 6'8"7 7'1"9(a) A B C DE F 4 12 4X4 H05084X4 4X4 1.5X3 4X4 $%Lbl:SH0G?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 582 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 582 380.00 TC 0.00 1.53 582 380.00 BC 0.00 1.53 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*102 /-/-/210 /93 /- E /-185 Wind reactions based on MWFRS D Brg Wid = 18.4 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 604 -625 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 581 -580 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1511 -1574 A - C 1466 -1466 E - F 1557 -1620 F - C 590 -590 Webs Tens.Comp. F - D 1491 -1491 C - B 1409 -1471 C - D 1350 -1413 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 A 999 240 VERT(CL):0.011 A 999 180 HORZ(LL):-0.077 B - - HORZ(TL):0.078 B - - Creep Factor: 2.0 Max TC CSI:0.088 Max BC CSI:0.010 Max Web CSI:0.497 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0H Ply: 1SEQN:48367 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T78 DrwNo:295.25.1204.39407 /RTT 10/22/2025 3'5"14 1'6"6 1'6"6 1'6"6 7'9"4 8'3"6 3"811"63"8 7'3"4 7'8"3(a)(a) A B C DE F 4 12 4X6 H05084X4 4X4 1.5X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 582 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 582 380.00 TC 0.00 1.53 582 380.00 BC 0.00 1.53 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*102 /-/-/210 /93 /- E /-185 Wind reactions based on MWFRS D Brg Wid = 18.4 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 604 -625 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 581 -580 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1511 -1574 A - C 1466 -1466 E - F 1557 -1620 F - C 590 -590 Webs Tens.Comp. F - D 1491 -1491 C - B 1409 -1471 C - D 1350 -1413 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.12 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 A 999 240 VERT(CL):0.011 A 999 180 HORZ(LL):-0.077 B - - HORZ(TL):0.078 B - - Creep Factor: 2.0 Max TC CSI:0.088 Max BC CSI:0.010 Max Web CSI:0.497 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0H Ply: 1SEQN:48367 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T78 DrwNo:295.25.1204.39407 /RTT 10/22/2025 3'5"14 1'6"6 1'6"6 1'6"6 7'9"4 8'3"6 3"811"63"8 7'3"4 7'8"3(a)(a) A B C DE F 4 12 4X6 H05084X4 4X4 1.5X3 4X4 $%Lbl:SH0H?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W5 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 459 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 459 380.00 TC 0.00 1.21 709 380.00 BC 0.00 1.86 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*193 /-/-/161 /44 /134 F /-809 E /-1000 Wind reactions based on MWFRS E Brg Wid = 22.4 Min Req =- Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 474 -498 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 707 -706 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - G 1063 -1140 A - D 1054 -1054 F - G 828 -904 G - D 465 -465 Webs Tens.Comp. G - E 1061 -1062 D - C 1483 -1559 D - E 1977 -2053 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.62 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 C 999 240 VERT(CL):0.013 C 999 180 HORZ(LL):-0.020 A - - HORZ(TL):0.020 A - - Creep Factor: 2.0 Max TC CSI:0.076 Max BC CSI:0.288 Max Web CSI:0.357 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0J Ply: 1SEQN:48371 FLAT FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T79 DrwNo:295.25.1204.42677 /RTT 10/22/2025 W5 3'9"4 1'10"6 1'2"8 1'2"8 1'10"6 7"14 1'10"6 1'10"6 8'3"15 8'8"12 3"81'3"63"8 7'9"15 8'1"12(a) (a) A B C D EF G 4 12 3X4 H05084X4 3X4 4X4 2X3 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W5 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 459 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 459 380.00 TC 0.00 1.21 709 380.00 BC 0.00 1.86 Bottom chord checked for 10.00 psf non-concurrent live load. Truss checked for 250# live movable load along Bottom Chord, non-concurrent with design snow or live loads. Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*193 /-/-/161 /44 /134 F /-809 E /-1000 Wind reactions based on MWFRS E Brg Wid = 22.4 Min Req =- Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 474 -498 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 707 -706 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - G 1063 -1140 A - D 1054 -1054 F - G 828 -904 G - D 465 -465 Webs Tens.Comp. G - E 1061 -1062 D - C 1483 -1559 D - E 1977 -2053 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.62 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 C 999 240 VERT(CL):0.013 C 999 180 HORZ(LL):-0.020 A - - HORZ(TL):0.020 A - - Creep Factor: 2.0 Max TC CSI:0.076 Max BC CSI:0.288 Max Web CSI:0.357 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH0J Ply: 1SEQN:48371 FLAT FROM: Page 1 of 2 Cust: R 6852 JRef:1Yef68520007 T79 DrwNo:295.25.1204.42677 /RTT 10/22/2025 W5 3'9"4 1'10"6 1'2"8 1'2"8 1'10"6 7"14 1'10"6 1'10"6 8'3"15 8'8"12 3"81'3"63"8 7'9"15 8'1"12(a) (a) A B C D EF G 4 12 3X4 H05084X4 3X4 4X4 2X3 3X6 $%Lbl:SH0J?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Job Number:RE1652_DV OLIVE CREST Truss Label:SH0J Ply: 1 Qty:1 SEQN:48371 FLAT FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T79 DrwNo:295.25.1204.42677 /RTT 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Job Number:RE1652_DV OLIVE CREST Truss Label:SH0J Ply: 1 Qty:1 SEQN:48371 FLAT FROM: Page 2 of 2 Cust: R 6852 JRef:1Yef68520007 T79 DrwNo:295.25.1204.42677 /RTT 10/22/2025 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 661 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 661 380.00 TC 0.00 1.74 661 380.00 BC 0.00 1.74 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/208 /91 /- D /-193 Wind reactions based on MWFRS C Brg Wid = 20.9 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 708 -685 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 661 -661 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1486 -1558 D - B 1887 -1887 Webs Tens.Comp. B - C 1511 -1582 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.006 B 999 240 VERT(CL):0.006 B 999 180 HORZ(LL):0.060 A - - HORZ(TL):0.061 A - - Creep Factor: 2.0 Max TC CSI:0.061 Max BC CSI:0.091 Max Web CSI:0.721 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1C Ply: 1SEQN:48406 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T81 DrwNo:295.25.1204.44670 /RTT 10/22/2025 1'8"14 1'8"14 1'8"14 4'4"7 4'11"6 A B CD 4 12 1.5X3 4X6 4X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 661 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 661 380.00 TC 0.00 1.74 661 380.00 BC 0.00 1.74 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/208 /91 /- D /-193 Wind reactions based on MWFRS C Brg Wid = 20.9 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 708 -685 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 661 -661 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1486 -1558 D - B 1887 -1887 Webs Tens.Comp. B - C 1511 -1582 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.006 B 999 240 VERT(CL):0.006 B 999 180 HORZ(LL):0.060 A - - HORZ(TL):0.061 A - - Creep Factor: 2.0 Max TC CSI:0.061 Max BC CSI:0.091 Max Web CSI:0.721 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1C Ply: 1SEQN:48406 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T81 DrwNo:295.25.1204.44670 /RTT 10/22/2025 1'8"14 1'8"14 1'8"14 4'4"7 4'11"6 A B CD 4 12 1.5X3 4X6 4X6 1.5X3 $%Lbl:SH1C?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 661 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 661 380.00 TC 0.00 1.74 661 380.00 BC 0.00 1.74 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/207 /91 /- D /-193 Wind reactions based on MWFRS C Brg Wid = 20.9 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 708 -685 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 661 -661 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1740 -1812 D - B 2126 -2126 Webs Tens.Comp. B - C 1764 -1836 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 B 999 240 VERT(CL):0.008 B 999 180 HORZ(LL):0.087 A - - HORZ(TL):0.089 A - - Creep Factor: 2.0 Max TC CSI:0.061 Max BC CSI:0.091 Max Web CSI:0.896 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1D Ply: 1SEQN:48410 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T82 DrwNo:295.25.1204.46667 /RTT 10/22/2025 1'8"14 1'8"14 1'8"14 5'0"7 5'7"6 (a)A B CD 4 12 1.5X3 5X6 5X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 661 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 661 380.00 TC 0.00 1.74 661 380.00 BC 0.00 1.74 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/207 /91 /- D /-193 Wind reactions based on MWFRS C Brg Wid = 20.9 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 708 -685 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 661 -661 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1740 -1812 D - B 2126 -2126 Webs Tens.Comp. B - C 1764 -1836 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 B 999 240 VERT(CL):0.008 B 999 180 HORZ(LL):0.087 A - - HORZ(TL):0.089 A - - Creep Factor: 2.0 Max TC CSI:0.061 Max BC CSI:0.091 Max Web CSI:0.896 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1D Ply: 1SEQN:48410 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T82 DrwNo:295.25.1204.46667 /RTT 10/22/2025 1'8"14 1'8"14 1'8"14 5'0"7 5'7"6 (a)A B CD 4 12 1.5X3 5X6 5X6 1.5X3 $%Lbl:SH1D?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 661 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 661 380.00 TC 0.00 1.74 661 380.00 BC 0.00 1.74 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Right end vertical not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/207 /90 /- D /-192 Wind reactions based on MWFRS C Brg Wid = 20.9 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 708 -685 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 661 -661 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1994 -2065 D - B 2368 -2368 Webs Tens.Comp. B - C 2018 -2089 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 B 999 240 VERT(CL):0.010 B 999 180 HORZ(LL):0.121 A - - HORZ(TL):0.123 A - - Creep Factor: 2.0 Max TC CSI:0.061 Max BC CSI:0.091 Max Web CSI:0.752 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1E Ply: 1SEQN:48412 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T83 DrwNo:295.25.1204.48317 /RTT 10/22/2025 1'8"14 1'8"14 1'8"14 5'8"7 6'3"6 (a)(a) (a) A B CD 4 12 1.5X3 5X6 5X6 1.5X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 661 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 661 380.00 TC 0.00 1.74 661 380.00 BC 0.00 1.74 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Right end vertical not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*102 /-/-/207 /90 /- D /-192 Wind reactions based on MWFRS C Brg Wid = 20.9 Min Req =- Bearing D is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 708 -685 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 661 -661 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 1994 -2065 D - B 2368 -2368 Webs Tens.Comp. B - C 2018 -2089 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 B 999 240 VERT(CL):0.010 B 999 180 HORZ(LL):0.121 A - - HORZ(TL):0.123 A - - Creep Factor: 2.0 Max TC CSI:0.061 Max BC CSI:0.091 Max Web CSI:0.752 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1E Ply: 1SEQN:48412 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T83 DrwNo:295.25.1204.48317 /RTT 10/22/2025 1'8"14 1'8"14 1'8"14 5'8"7 6'3"6 (a)(a) (a) A B CD 4 12 1.5X3 5X6 5X6 1.5X3 $%Lbl:SH1E?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 899 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 899 380.00 TC 0.00 2.36 899 380.00 BC 0.00 2.36 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Negative reaction(s) of -200# MAX. Requires uplift connection. See Maximum Reactions. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*102 /-/-/202 /85 /- E /-214 Wind reactions based on MWFRS E Brg Wid = 28.4 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 932 -964 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 898 -897 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1331 -1429 A - C 1403 -1403 E - F 1356 -1453 F - C 903 -902 Webs Tens.Comp. F - D 1429 -1429 C - B 1201 -1297 C - D 1122 -1219 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 A 999 240 VERT(CL):0.009 A 999 180 HORZ(LL):-0.043 B - - HORZ(TL):0.044 B - - Creep Factor: 2.0 Max TC CSI:0.130 Max BC CSI:0.022 Max Web CSI:0.923 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1F Ply: 1SEQN:48414 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T84 DrwNo:295.25.1204.52260 /RTT 10/22/2025 2'9"8 2'4"6 2'4"6 2'4"6 6'4"7 7'1"14 3"8 1'9"6 3"8 5'10"7 6'6"11 A B C DE F 4 12 4X4 H05084X4 4X4 1.5X3 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 899 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 899 380.00 TC 0.00 2.36 899 380.00 BC 0.00 2.36 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Negative reaction(s) of -200# MAX. Requires uplift connection. See Maximum Reactions. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*102 /-/-/202 /85 /- E /-214 Wind reactions based on MWFRS E Brg Wid = 28.4 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 932 -964 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 898 -897 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1331 -1429 A - C 1403 -1403 E - F 1356 -1453 F - C 903 -902 Webs Tens.Comp. F - D 1429 -1429 C - B 1201 -1297 C - D 1122 -1219 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 A 999 240 VERT(CL):0.009 A 999 180 HORZ(LL):-0.043 B - - HORZ(TL):0.044 B - - Creep Factor: 2.0 Max TC CSI:0.130 Max BC CSI:0.022 Max Web CSI:0.923 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1F Ply: 1SEQN:48414 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T84 DrwNo:295.25.1204.52260 /RTT 10/22/2025 2'9"8 2'4"6 2'4"6 2'4"6 6'4"7 7'1"14 3"8 1'9"6 3"8 5'10"7 6'6"11 A B C DE F 4 12 4X4 H05084X4 4X4 1.5X3 3X6 $%Lbl:SH1F?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 550 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 550 380.00 TC 0.00 1.45 550 380.00 BC 0.00 1.45 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*102 /-/-/211 /94 /- E /-182 Wind reactions based on MWFRS D Brg Wid = 17.4 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 571 -590 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 549 -549 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1393 -1452 A - C 1351 -1351 E - F 1444 -1503 F - C 559 -559 Webs Tens.Comp. F - D 1381 -1381 C - B 1292 -1351 C - D 1240 -1300 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.54 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 A 999 240 VERT(CL):0.009 A 999 180 HORZ(LL):-0.065 B - - HORZ(TL):0.066 B - - Creep Factor: 2.0 Max TC CSI:0.083 Max BC CSI:0.009 Max Web CSI:0.461 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1G Ply: 1SEQN:48416 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T85 DrwNo:295.25.1204.54413 /RTT 10/22/2025 3'2"8 1'5"6 1'5"6 1'5"6 7'2"7 7'8"4 3"810"63"8 6'8"7 7'1"1(a) A B C DE F 4 12 4X4 H05084X44X4 1.5X3 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 550 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 550 380.00 TC 0.00 1.45 550 380.00 BC 0.00 1.45 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*102 /-/-/211 /94 /- E /-182 Wind reactions based on MWFRS D Brg Wid = 17.4 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 571 -590 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 549 -549 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1393 -1452 A - C 1351 -1351 E - F 1444 -1503 F - C 559 -559 Webs Tens.Comp. F - D 1381 -1381 C - B 1292 -1351 C - D 1240 -1300 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 15.54 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 A 999 240 VERT(CL):0.009 A 999 180 HORZ(LL):-0.065 B - - HORZ(TL):0.066 B - - Creep Factor: 2.0 Max TC CSI:0.083 Max BC CSI:0.009 Max Web CSI:0.461 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1G Ply: 1SEQN:48416 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T85 DrwNo:295.25.1204.54413 /RTT 10/22/2025 3'2"8 1'5"6 1'5"6 1'5"6 7'2"7 7'8"4 3"810"63"8 6'8"7 7'1"1(a) A B C DE F 4 12 4X4 H05084X44X4 1.5X3 3X6 $%Lbl:SH1G?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 534 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 534 380.00 TC 0.00 1.41 534 380.00 BC 0.00 1.41 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*102 /-/-/212 /95 /- E /-180 Wind reactions based on MWFRS D Brg Wid = 16.9 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 555 -574 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 533 -533 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1498 -1556 A - C 1447 -1448 E - F 1547 -1604 F - C 543 -543 Webs Tens.Comp. F - D 1473 -1473 C - B 1399 -1456 C - D 1345 -1403 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.10 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 A 999 240 VERT(CL):0.011 A 999 180 HORZ(LL):-0.081 B - - HORZ(TL):0.082 B - - Creep Factor: 2.0 Max TC CSI:0.082 Max BC CSI:0.010 Max Web CSI:0.494 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1H Ply: 1SEQN:48418 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T86 DrwNo:295.25.1204.56887 /RTT 10/22/2025 3'5"14 1'4"14 1'4"14 1'4"14 7'9"4 8'2"14 3"89"143"8 7'3"4 7'7"11 (a)(a) A B C DE F 4 12 4X6 H05084X4 4X4 1.5X3 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 534 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 534 380.00 TC 0.00 1.41 534 380.00 BC 0.00 1.41 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*102 /-/-/212 /95 /- E /-180 Wind reactions based on MWFRS D Brg Wid = 16.9 Min Req =- Bearing E is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 555 -574 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 533 -533 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - F 1498 -1556 A - C 1447 -1448 E - F 1547 -1604 F - C 543 -543 Webs Tens.Comp. F - D 1473 -1473 C - B 1399 -1456 C - D 1345 -1403 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.10 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 A 999 240 VERT(CL):0.011 A 999 180 HORZ(LL):-0.081 B - - HORZ(TL):0.082 B - - Creep Factor: 2.0 Max TC CSI:0.082 Max BC CSI:0.010 Max Web CSI:0.494 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1H Ply: 1SEQN:48418 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T86 DrwNo:295.25.1204.56887 /RTT 10/22/2025 3'5"14 1'4"14 1'4"14 1'4"14 7'9"4 8'2"14 3"89"143"8 7'3"4 7'7"11 (a)(a) A B C DE F 4 12 4X6 H05084X4 4X4 1.5X3 3X8 $%Lbl:SH1H?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W5 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 459 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 459 380.00 TC 0.00 1.21 661 380.00 BC 0.00 1.74 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*102 /-/-/168 /51 /116 F /-671 E /-861 Wind reactions based on MWFRS E Brg Wid = 20.9 Min Req =- Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 474 -497 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 659 -659 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - G 1133 -1205 A - D 1115 -1115 F - G 703 -774 G - D 466 -466 Webs Tens.Comp. G - E 1124 -1125 D - C 1485 -1557 D - E 1907 -1978 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.62 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 C 999 240 VERT(CL):0.012 C 999 180 HORZ(LL):-0.028 A - - HORZ(TL):0.029 A - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.012 Max Web CSI:0.357 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1J Ply: 1SEQN:48420 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T87 DrwNo:295.25.1204.59020 /RTT 10/22/2025 W5 3'9"4 1'8"14 1'2"8 1'2"8 1'8"14 6"6 1'8"14 1'8"14 8'3"15 8'8"12 3"81'1"143"8 7'9"15 8'1"12 (a) (a) A B C D EF G 4 12 3X4 H05084X4 3X4 4X4 2X3 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W5 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 459 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 459 380.00 TC 0.00 1.21 661 380.00 BC 0.00 1.74 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*102 /-/-/168 /51 /116 F /-671 E /-861 Wind reactions based on MWFRS E Brg Wid = 20.9 Min Req =- Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 474 -497 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 659 -659 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - G 1133 -1205 A - D 1115 -1115 F - G 703 -774 G - D 466 -466 Webs Tens.Comp. G - E 1124 -1125 D - C 1485 -1557 D - E 1907 -1978 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.62 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 C 999 240 VERT(CL):0.012 C 999 180 HORZ(LL):-0.028 A - - HORZ(TL):0.029 A - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.012 Max Web CSI:0.357 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH1J Ply: 1SEQN:48420 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T87 DrwNo:295.25.1204.59020 /RTT 10/22/2025 W5 3'9"4 1'8"14 1'2"8 1'2"8 1'8"14 6"6 1'8"14 1'8"14 8'3"15 8'8"12 3"81'1"143"8 7'9"15 8'1"12 (a) (a) A B C D EF G 4 12 3X4 H05084X4 3X4 4X4 2X3 3X6 $%Lbl:SH1J?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W1, W5 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 661 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 661 380.00 TC 0.00 1.74 661 380.00 BC 0.00 1.74 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Negative reaction(s) of -2982# MAX. Requires uplift connection. See Maximum Reactions. Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. Restrain against rotation by connecting each end to the bearing wall or to adjacent panels. The uplift magnitude at each end is shown in "U" column of the Maximum Reactions table. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*100 /-/-/1827 /1714 /- F /-3140 Wind reactions based on MWFRS E Brg Wid = 20.9 Min Req =- Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 641 -641 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 642 -642 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - G 3152 -3219 B - G 1552 -1621 B - D 1714 -1715 G - D 663 -662 Webs Tens.Comp. G - E 1621 -1622 D - C 1483 -1549 D - E 1349 -1416 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): HS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.028 A 751 240 VERT(CL):0.028 A 742 180 HORZ(LL):-0.164 C - - HORZ(TL):0.166 C - - Creep Factor: 2.0 Max TC CSI:0.054 Max BC CSI:0.018 Max Web CSI:0.878 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH02 Ply: 1SEQN:48422 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T88 DrwNo:295.25.1205.05310 /RTT 10/22/2025 W1 W5 3'9"14 3"8 3"8 1'8"14 1'8"14 1'8"14 8'8"4 3"81'1"143"8 8'1"4 (a)(a) A B C D EF G H0508 4X4 4X4 4X42X3 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W1, W5 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 661 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 661 380.00 TC 0.00 1.74 661 380.00 BC 0.00 1.74 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Negative reaction(s) of -2982# MAX. Requires uplift connection. See Maximum Reactions. Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. Restrain against rotation by connecting each end to the bearing wall or to adjacent panels. The uplift magnitude at each end is shown in "U" column of the Maximum Reactions table. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*100 /-/-/1827 /1714 /- F /-3140 Wind reactions based on MWFRS E Brg Wid = 20.9 Min Req =- Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 641 -641 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 642 -642 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - G 3152 -3219 B - G 1552 -1621 B - D 1714 -1715 G - D 663 -662 Webs Tens.Comp. G - E 1621 -1622 D - C 1483 -1549 D - E 1349 -1416 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): HS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.028 A 751 240 VERT(CL):0.028 A 742 180 HORZ(LL):-0.164 C - - HORZ(TL):0.166 C - - Creep Factor: 2.0 Max TC CSI:0.054 Max BC CSI:0.018 Max Web CSI:0.878 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH02 Ply: 1SEQN:48422 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T88 DrwNo:295.25.1205.05310 /RTT 10/22/2025 W1 W5 3'9"14 3"8 3"8 1'8"14 1'8"14 1'8"14 8'8"4 3"81'1"143"8 8'1"4 (a)(a) A B C D EF G H0508 4X4 4X4 4X42X3 3X6 $%Lbl:SH02?$ 10/22/2025 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W1, W5 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 709 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 709 380.00 TC 0.00 1.86 709 380.00 BC 0.00 1.86 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Negative reaction(s) of -2975# MAX. Requires uplift connection. See Maximum Reactions. Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. Restrain against rotation by connecting each end to the bearing wall or to adjacent panels. The uplift magnitude at each end is shown in "U" column of the Maximum Reactions table. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*100 /-/-/1708 /1595 /- F /-3137 Wind reactions based on MWFRS E Brg Wid = 22.4 Min Req =- Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 689 -689 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 690 -689 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - G 3150 -3222 B - G 1549 -1623 B - D 1732 -1733 G - D 709 -709 Webs Tens.Comp. G - E 1641 -1643 D - C 1481 -1551 D - E 1347 -1419 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): HS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.028 A 805 240 VERT(CL):0.028 A 794 180 HORZ(LL):-0.155 C - - HORZ(TL):0.158 C - - Creep Factor: 2.0 Max TC CSI:0.064 Max BC CSI:0.020 Max Web CSI:0.879 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH01 Ply: 1SEQN:48397 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T80 DrwNo:295.25.1205.10180 /RTT 10/22/2025 W1 W5 3'9"14 3"8 3"8 1'10"6 1'10"6 1'10"6 8'8"4 3"8 1'3"63"8 8'1"4 (a)(a) A B C D EF G H0508 4X4 4X4 4X42X3 3X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING! **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. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Inland Empire Truss 275 West Rider St Perris CA 92571 (951)300-1758 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 Lumber Top chord: 2x4 DF-L #2(g); Bot chord: 2x4 DF-L #2(g); Webs: 2x4 DF-L Standard(g); W1, W5 2x4 DF-L #2(g); Bracing (a) Continuous lateral restraint, equally spaced on member. Plating Notes Connectors in green lumber (g) designed using NDS/TPI reduction factors. Loading Truss transfers a maximum horizontal load of 709 # ( 380.00 plf ) along top chord, from either direction, to supports where indicated. Diaphragm and connections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 709 380.00 TC 0.00 1.86 709 380.00 BC 0.00 1.86 Purlins In lieu of structural panels use purlins to brace TC @ 24" oc. Additional Notes Negative reaction(s) of -2975# MAX. Requires uplift connection. See Maximum Reactions. Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. Restrain against rotation by connecting each end to the bearing wall or to adjacent panels. The uplift magnitude at each end is shown in "U" column of the Maximum Reactions table. End vertical(s) not designed to be exposed to wind pressure. Lumber shall be dried to a maximum moisture content of 19% prior to installation. Truss must be installed as shown with top chord up. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*100 /-/-/1708 /1595 /- F /-3137 Wind reactions based on MWFRS E Brg Wid = 22.4 Min Req =- Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 689 -689 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 690 -689 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - G 3150 -3222 B - G 1549 -1623 B - D 1732 -1733 G - D 709 -709 Webs Tens.Comp. G - E 1641 -1643 D - C 1481 -1551 D - E 1347 -1419 Loading Criteria (psf) TCLL:20.00 TCDL:18.00 BCLL:0.00 BCDL:8.00 Des Ld:46.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:95 mph Enclosure: Enclosed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 10.8 psf BCDL: 4.8 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: NA Loc. from endwall: NA GCpi: 0.18 Wind Duration: 0.00 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: CBC 2022 TPI Std:2014 Rep Fac: No FT/RT:8(0)/10(0) Plate Type(s): HS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.028 A 805 240 VERT(CL):0.028 A 794 180 HORZ(LL):-0.155 C - - HORZ(TL):0.158 C - - Creep Factor: 2.0 Max TC CSI:0.064 Max BC CSI:0.020 Max Web CSI:0.879 VIEW Ver: 23.01.02.0731.17 Job Number:RE1652_DV OLIVE CREST Truss Label:SH01 Ply: 1SEQN:48397 FLAT FROM: Cust: R 6852 JRef:1Yef68520007 T80 DrwNo:295.25.1205.10180 /RTT 10/22/2025 W1 W5 3'9"14 3"8 3"8 1'10"6 1'10"6 1'10"6 8'8"4 3"8 1'3"63"8 8'1"4 (a)(a) A B C D EF G H0508 4X4 4X4 4X42X3 3X6 $%Lbl:SH01?$ 10/22/2025 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ $%Lbl:BRCALHIP0118?$ 10/22/2025 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ $%Lbl:BRCLBSUB0119?$ 10/22/2025 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ $%Lbl:A11515ENC160118?$ 10/22/2025 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ $%Lbl:GABRST160118?$ 10/22/2025 155 Harlem Ave North Building, 4th Floor Glenview, IL 60025 #%DETAIL?$ $%Lbl:GBLLETIN0118?$ 10/22/2025 CITY OF SANTA ANA Is UN T 200 5"11- 1011 251-10 111 UN T 20I 531_111 KNIT 202 UNIT -205 J ROOF FLAC,,EMENT FLAN Notes 1. Recommended hanger, sizes noted are to be "Simpson" type hanger, and are supp I ied by others. 2. indicates uplift reaction. Refer, to structural documents and building designer for all truss to structure connections. 5. <# Refers to loose cut rafter-, hip, valley, Ca I if orn is and Jack Fill areas. 4. Building designer to verify suitability of truss to structure connection. O Notes 5. Frovide 5.0" min. long nails in truss to truss hardware u.n.o. 6. This truss placement plan has been reviewed to verify that the designs loads, bearing locations and or truss to truss connections specified on the individual truss designs are appropriate with the location, orientation, spacing and supported framing indicated on this placement plan. Convent iona I f nam ing members have not been included in this review. Al I roof and/or f loor truss bracing shall conform to the specifications of the BCSI Guide for insta I I ing and bracing of metal plate connected wood trusses. ?anchor trusses as required by code. � Planning and Building Agenc PROJECT 0- RE 1652 _ ON PLMPS:�-----4ADMO V e DATE - -MR! __ T__I.SS_ ANCE DRAWN BY Dv ROOF PITCN: 4/12 T JS HEEL HEiGiiT: Mastery e/w1 �ITY TYPICAL SPACING " Date: 2411 WOO TYPICAL OVERHANG: I n II Empire Truss, Inc. 275 W. Mix sr. PExxT. CA. 92577 Phone: (957) .300-1758 Fax: (R51) 300-1768