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, <br /> Ails,20.Header splice shall not be located nearer to the end of the structure than the first interior post. <br /> 21.Wood used In connections shall be protected from weather as per IBC Section 1403.2 and/or 1503,whichever Is more <br /> stringent. <br /> 22.Sliding snow Is beyond the scope of this report. Drifting snow is covered under Detail M2. <br /> 23. All multispan tables assume equal spans within 20%. All specifications must be based on the longest actual span. <br /> 24. When a single span attached unit Is attached to a wooden deck,the maximum dead load+live/snow load from the <br /> patio cover is 750 lbs and the post spacing shall not exceed that specified for attaching to a concrete slab. The <br /> maximum connection uplift load is 1162 lbs for 115 mph wind speed Exposure C. Connections are for maximum patio <br /> roof heights of 12'above grade. The existing deck structure must be adequate to sustain these additional loads. The <br /> structureld adequacy of the deck to safely sustain these additional loads will require aproval by the ioacai building <br /> authority or additional engineering. See Detail Ml. Construction outside of these parameters may require additional <br /> engineering. <br /> 25.This entire engineering package will not be required for most building permits. Submission fora building permit must <br /> include: <br /> a.GENERAL NOTES(MUSAGNOI.DWG) <br /> b. STRUCTURAL CONFIGURATIONS(LAT01 or MUSA01) <br /> c.RAFTER SPAN TABLES(FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID COVERS)OR <br /> BOTH(FOR COMBINATION STRUCTURES)— 1 <br /> d.HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOADS. <br /> e.ALL APPROPRIATE DETAILS ! <br /> f.OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. <br /> 26. Sheet MO provides information to determine the load that will be resisted by the existing structure. <br /> • <br /> f <br /> f; <br /> i <br /> { <br /> P <br /> T <br /> , 1001011°°""jr <br /> S00NAL Eli <br /> ,{ 1 QrcpPROFESNo ( ilV <br /> re,;1/4 sIN- `�° <br /> �,/t OF c '580PE A, <br /> Sfaimilli 1 <br /> t, <br /> ORES• ` <br /> 41,,,.... . ,, \\ <br /> E` EXPIRES:OEC 31,2018 <br /> '; A0 '3 `T <br /> „' SEP 21 2017 <br /> 1 <br /> Four Seasons ICC ESR 1953(2015 IBC 1/25/2017 Page 2 of S@ NUSAGNW 0.AVG <br />