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S-1 <br />D5 <br />20 <br />11 <br />1214 13 15 18 22 <br />RO <br />O <br />F <br /> <br />S <br />L <br />O <br />P <br />E <br />910 <br />10 <br />6 21 <br />7 <br />S-1 <br />D4 <br />3 <br />1 <br />5 4 <br />25 24 23 <br />8 <br />27 <br />2 <br />SHEET KEYNOTES <br />1. ROOF MATERIAL: ASPHALT SHINGLE <br />2. ROOF STRUCTURE: RAFTERS <br />3. ATTACHMENT TYPE: UNIRAC FLASHING <br />4. MODULE MANUFACTURER: HANWHA Q-CELLS <br />5. MODULE MODEL: Q.PEAK DUO BLK G10+ 360 <br />6. MODULE LENGTH: 67.59" <br />7. MODULE WIDTH: 41.14" <br />8. MODULE WEIGHT: 43.87 LBS. <br />9. SEE SHEET A-2 FOR DIMENSION(S) <br />10. MIN. FIRE OFFSET: 3' FROM RIDGE/RAKE, 18" <br />FROM HIPS/VALLEYS <br />11. RAFTER SPACING: 16 IN. O.C. <br />12. RAFTER SIZE: 2X6 NOMINAL <br />13. LAG BOLT DIAMETER: 5/16 IN. <br />14. LAG BOLT EMBEDMENT: 2.5 IN. <br />15. TOTAL # OF ATTACHMENTS: 20 <br />16. TOTAL AREA: 174 SQ. FT. <br />17. TOTAL WEIGHT: 476 LBS. <br />18. WEIGHT PER ATTACHMENT: 19.74 LBS. <br />19. DISTRIBUTED LOAD: 2.74 PSF. <br />20. MAX. HORIZONTAL STANDOFF: 64 IN. <br />21. MAX. VERTICAL STANDOFF: <br />LANDSCAPE: 26 IN., PORTRAIT: 32 IN. <br />22. STANDOFF STAGGERING: YES <br />23. RAIL MANUFACTURER (OR EQUIV.): UNIRAC <br />24. RAIL MODEL (OR EQUIVALENT): SM STANDART <br />25. RAIL WEIGHT: 0.8 PLF. <br />26. MAX. RAFTER SPAN: 10 FT. <br />27. MODULE CLEARANCE: 3 IN. MIN., 6 IN. MAX. <br />A B C D E F G H <br />A B C D E F G H <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />NE <br />W <br /> <br />P <br />V <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br />: <br /> <br />3. <br />2 <br />4 <br />0 <br /> k <br />W <br />p <br />DA <br />V <br />E <br /> <br />H <br />A <br />R <br />D <br />Y <br />33 <br />1 <br />4 <br /> <br />S <br />. <br /> <br />L <br />O <br />W <br />E <br />L <br />L <br /> <br />S <br />T <br />. <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />AP <br />N <br />: <br /> <br />4 <br />1 <br />0 <br />2 <br />5 <br />3 <br />1 <br />5 <br />DATE: 06.2.2022 <br />DESIGN BY: V.P. <br />CHECKED BY: <br />REVISIONS <br />R.D. <br />ROBERT DEAN, ILUM SOLAR INC. <br />4135 NORTHGATE BLVD. SUITE 9. <br />SACRAMENTO, CA 95834 <br />PHONE: (916) 905-0941 <br />LIC. No.: 1009260, C-46 <br />D4 DETAIL (TRANSVERSE) <br />NOT TO SCALE D5 DETAIL (LONGITUDINAL) <br />NOT TO SCALE <br />D1 RACKING DETAIL (TRANSVERSE) <br />NOT TO SCALE <br />D3 RACKING DETAIL (TOP) <br />NOT TO SCALE <br />D2 RACKING DETAIL (LONGITUDINAL) <br />NOT TO SCALE <br />S-1 <br />RACKING <br />DETAILS <br />www. Loyd W Martin .com <br />Solar Structures Engineering <br />#2022-2407 Structural Only <br />June 7, 2022 <br />Exp. 3-31-19 <br />No. C58724 <br />NITRAMW.DYO <br />REGISTEREDPROFESSIONALENGINEER <br />C <br />V <br />L <br />FOETATS <br />ALIFORNIAICIL <br />-23(1) 5/16" x 3.5" SS LAG <br />SCREWS WITH 2.5" MIN <br />EMBEDMENT INTO WOOD <br />3314 S. Lowell St <br />07/29/22