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620 112TH ST SE SPACE 163 2019-08-20
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620 112TH ST SE SPACE 163 2019-08-20
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Last modified
8/20/2019 10:27:44 AM
Creation date
8/20/2019 10:27:38 AM
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Address Document
Street Name
112TH ST SE
Street Number
620
Unit
SPACE 163
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44\ <br /> • <br /> 2'0.Header splice shall not be located nearer to the end of the structure than the first interior post. <br /> . <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 /> structurakl adequacy of the deck to safely sustain these additional loads will require aproval by the loacal building <br /> authority or additional engineering. See Detail M1. 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 for a 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) <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 M6 provides information to determine the load that will be resisted by the existing structure. <br /> 1 <br /> S�oNAL `��° P.�FFss, c,,,,,, P�TA,4 f <br /> Q.; :j 4�RCrUTN <br /> i <br /> EX ilRES:DE1:1,2018 <br /> Feb 14 2017 , - <br /> Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 2 of 98 MUSAGNO1b.BVG <br />
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