620 112TH ST SE SPACE 9 2019-08-16

20.Header splice shall not be located nearer to the end of the structure than the first interior post.. 21.Wood used in connections shall be protected from weather as per IBC Section 1403.2 and/or 1503, whichever is more stringent. 22.Sliding snow is beyond the scope of this report. Drifting snow is covered under Detail M2. 23. All multispan tables assume equal spans within 20%. All specifications must be based on the longest actual span. 24. When a single span attached unit is attached to a wooden deck,the maximum dead load + live/snow load from the patio cover is 750 lbs and the post spacing shall not exceed that specified for attaching to a concrete slab. The maximum connection uplift load is 1162 lbs for 115 mph wind speed Exposure C. Connections are for maximum patio roof heights of 12'above grade. The existing deck structure must be adequate to sustain these additional loads. The structurakl adequacy of the deck to safely sustain these additional loads will require aproval by the Ioacal building authority or additional engineering. See Detail Ml. Construction outside of these parameters may require additional engineering. 25. This entire engineering package will not be required for most building permits. Submission for a building permit must include: a. GENERAL NOTES (MUSAGNOI.DWG) b. STRUCTURAL CONFIGURATIONS (LATO1 or MUSA01) c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID COVERS) OR BOTH(FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOADS. e.ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. 26. Sheet M6 provides information to determine the load that will be resisted by the existing structure. , , _ L...,-,1 tOP\QNAL c-_scS: RI' PUT, :. iz, 4z.. .., J •• ( �.. (., <<, ,t_ 7 L;'. i' w Z : :::;O �'R0_. sr�1'TNP�` Ssto�,AL'6> R� ..U-�N tU EX'IRES:DE11,2018 Feb 14 2017 Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 2 of 98 MUSAGNO1b.DWG leak .