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RooRop Analysis RepoA April 14,2011 � <br /> Certier Sfte Number: SN81 2 <br /> 1 Loading Speciflcationa <br /> Proposed-The following proposed Ioading wae conaldered In the strudurel anelysis of lhe rooRop. <br /> Elevetlon Loadinp Type Quantily 8aetor(s) Owner <br /> (Feet) <br /> r <br /> Sector <br /> 2a.0 Kathroln 60010784 1 X Y 2 AT6T <br /> 2J.0 Alcatel 9442 RRH 700 mhz 1 X Y Z AT&T <br /> 25.0 Nt�M18142 RRH AWS 1 X Y Z ATdT <br /> 2J.0 Ra ca DC2-48•80-0-9E 1 X Y Z ATBT <br /> Ezisting to Remaln-The following exlsting!reserved Ioading was�ronsidered In the atructural analysis. <br /> Elevatlon Loading Type �uentily 8ecto„s) Owner <br /> r <br /> (Feet) Sector <br /> 7�.0 Kathroln 742 281 wl nwunU 1 X Y Z AT6T <br /> 2�.0 Powerwave 7283 1 X Y Z AT&T <br /> 2].0 Powerwws 7721 1 X Y Z ATBT <br /> 23.0 Nokie MHA CS72893.08 2 X Y Z ATdT <br /> 2i.0 Powsiw�w lOP 21101 2 X Y Z ATBT <br /> 2�.G Steel Ballest Frame 7 X Y Z ATBT <br /> 1. Elevations reference the centerlines of panel,yagi and dlah antennas,end the besea oi whip antennae <br /> 2. All elevatlons ere In reletlon to the everage surrounding grade of lhe structure. <br /> The flnei Ioedinp used in this analysis ie the combinatlon of the Proposed and Exlstinp to Remaln loade <br /> shown In the above tables. <br /> Existing Structure-Tha following meterials end speciflcations were considered In the s:rudural analysis of the <br /> rooftop. <br /> Member S eciflcation Notes <br /> g� ASTM A38 Gr. 8 38 kel Aeeumad' <br /> PI e Mounts ASTM A53 Gr. B 35 ksl leld Assumed' <br /> Roof 2x8 24'x HF Jdele DF Beam� CO E Celailadone <br /> ' All assumed velues must be verified. See essumption In section 2 below. <br /> 5f 8 First Avenue S,It350,Searile,WA 98104•[Phone]208.3�2.9000•[Fex]208.903.8513 <br /> SEATTLF�PORTIAND�SAN FRANCISCO�COSTA MESA i �\� <br />