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- � � .� j � <br /> . <br /> --- -------... -- _. --� - ---- � . <br /> -- - ----- - - <br /> � <br /> -- - � - - I <br /> �.. � <br /> i <br /> The enclosed calculations are for the gazebo indlcated, the <br /> ■evbers described, using the ■aterials shown. Thls structure is <br /> not to be erected where snow loads exceed 40 P5F. Please note <br /> that analysls was not done for lateral loads stnce the gazebo is <br /> screened allowing the wlnd to pass through and slnce the intended <br /> use of the structure is recreatlonal, not Lor protectlon during <br /> �;� extremely hlgh winds. Foundatlon deslgn is not included and is e <br /> a„„ the responsibllity of the builder. However, foundation loads are <br /> Y�„ relatively small. Modlilcation ot the structure shown may aifect <br /> i�= the conclusions contatned Lereln and are the responslblllty oi <br /> �a the builder. <br /> ` j <br /> Z�� I HEREBY CERTIFY THAT THIS <br /> Z SPECIFICATION, OR REPORT WAS PREPARED BY EL OR � <br /> UNDER MY DIRECT SUPERVISION AND THAT I AY A ! <br /> DULY REGISTERED PROFESSIOIYAL ENGINEER UNDER <br /> THE LA S OF � HE STATE YINNESOTA. <br /> .--� <br /> � Gl/�� <br /> DATE � S� REG. N0. �7�jZ Z <br />