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TRANG DO RESIDENCE <br />5402 W LEHNHARDT AVE., SANTA ANA, CA 92704 <br />SIGNED & STAMP BY <br />DATE 10/14/2024 <br />PROJECT ID OPS 034-874 <br />CREATED BY SS <br />CHECKED BY RB <br />SCALE <br />SHEET SIZE <br />11"X 17" <br />ANSI B <br />#REVISION/UPDATE DATE <br />B REVISION 11/04/2024 <br />SHEET INFORMATIONHOMEOWNER INFO <br />SHEET NO. <br />APN NUMBER: 10859132 <br />S-1 <br />PHONE NO: (714) 548-0899 <br />Luxor Energy, Inc <br />11740 Sterling Ave, Riverside, CA 92503 <br />C10 LICENSE <br />Lic No. #1102673 <br />www.myluxorenergy.com <br />STRUCTURAL <br />DETAILED <br />DIAGRAM <br />NTS <br />NOTES: FLASHING SHALL BE APPLIED IN ACCORDANCE WITH <br />MANUFACTURERS PRINTED INSTRUCTIONS. <br />IF THERE IS ANY CONFLICT BETWEEN WHAT IS DEPICTED & INSTRUCTION AS <br />PER MANUFACTURER, MANUFACTURERS INSTRUCTIONS SHALL SUPERSEDE. <br />STRUCTURAL NOTES: <br />1. THE SOLAR PANELS ARE TO BE MOUNTED TO <br />THE ROOF FRAMING USING THE IRONRIDGE <br />XR-10 SYSTEM WITH IRONRIDGE QUICKMOUNT <br />HALO ULTRAGRIP ATTACHMENTS. <br />2. THE MOUNTING FEET ARE TO BE SPACED AS <br />SHOWN IN THE DETAILS, AND MUST BE <br />STAGGERED TO ADJACENT FRAMING MEMBERS <br />TO SPREAD OUT THE ADDITIONAL LOAD. <br />3. THE PROPOSED PV SYSTEM ADDS 2.42 PSF TO <br />THE ROOF FRAMING SYSTEM. <br />4. ROOF LIVE LOAD = 20 PSF <br />5. GROUND SNOW LOAD = 0 lb/sqft <br />6. WIND SPEED = 95 MPH <br />7. EXPOSURE CATEGORY = B <br />8. RISK CATEGORY = II <br />ATTACHMENT DETAILED DIAGRAMSTRUCTURAL ELEVATION DIAGRAMSTRUCTURAL ELEVATION DIAGRAM <br />(E) COMP SHINGLE ROOF 5" <br />SEE FOR ENLARGED VIEW <br />PV MODULE <br />2" X 6" RAFTER @24" O.C. <br />RD STRUCTURAL SCREW <br />(PN RD-1430-01-M1) <br />IRONRIDGE XR-10 RAIL <br />(E)COMP. SHINGLE <br />IRONRIDGE QUICKMOUNT <br />HALO ULTRAGRIP <br />PV MODULE <br /> 2" X 6" RAFTER @24" O.C. <br />2-1/2" LAG SCREW <br />MINIMUM EMBEDMENT <br />5402 W Lehnhardt <br />Ave11/25/2024