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<br />& 24. When a single span attached unit is attached to a.wooden deck, the maximum dead load + live/snow load from the .6 ..5 'MERS,)7*.5'DU CA**4 .064*C5--=Z<W,#RJ. .c'i 1:P·:'·r :. -1-1 0-rE-i·330,·g patio cover is. 750 lbs·and the post spacing shall not exceed that specified forattaching to a concreteslab. The4
<br />• maximum connection upliftload is 1162 Ibs for 1'15 mph wind speed Exp·esore C. Connections are for maximum patie :20..56*17¤01 =.p-,p, 8-...si/roof heights of 12' abev.e grade, The existing deck structure must be adequate to sustain these additional loads. The i Ze-
<br />structurakl adequacy of the deck to safely sustain these additional loads will require aproval by the loacal building
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<br />engineering.25. This entire engineening package will riot be required for most !building permits. Submission for a building permit must 19% '4..223-
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<br />a·. GENERAL NOTES (MUSAGNO.1 -DWG)>rj6.1.-......i,.>qi. -.:;.i.,¢0 fi@;:ye;,·Zoft A
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<br />b. STRUCTURAL CONFIGURATIONS (LAT01 or MUSA01)c. RAFTER SPAN TABLES-(FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID C.OVERS) OR ,-a -: .-.'.1%3 .227 1BOTH (FOR COMBINATION STRUCTURES):/29:i' · 9; 4. ' /2.'i,11 f Y,97,4)01.0 i v;¢.941 . €».
<br />/'litt. \1 -d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOADS.
<br />e. ALL APPROPRIATE DETAILS
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<br />f. OTHER. DOCUMENT*fiN REQUIRED BY LOCAL BUILDING AUTHORITY.
<br />26. Sheet MB provid-ds itifahnatio to determine the load that will be resisted by tile existing structure.L
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