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( � <br /> � � � Page 1 0147 <br /> � <br /> �.p2�p�rwa.com <br /> 7518 NE 15�N Pl�ce NE <br /> Kvrna�.WA9D028 <br /> (�nl te6�e7 <br /> inlo@b2engineers.com <br /> � !3G i-G�U <br /> Jsnuary 15, 2013 <br /> Carolina Finzon ��•■■�S <br /> KDC Arohitects 8 Engineers, PC • � e � <br /> 4720 2001h Street SW, Suile 200 ��PS o� "'"5%ys�p i <br /> Lynnwood, WA98036 � � '_ �: <br /> RE: SlrucWral Analysis Report � • ��� � <br /> Slructure: 116 feet Wood Pole � �'� Q� � <br /> N , �WP4i I <br /> Sile Name: SEAQ•Glennwood ���j�q���N���:� <br /> Site Number: N•A• r <br /> �� SS�ONAI �N � <br /> Site Address: 5828 Glenwood Avenue •������• <br /> Everell,WA98203 n <br /> Job Number: N.A. �I �) <br /> Status: Passes (87% Capacity) � �i� I I'�'� rC���� j��Cy � C'Y� I y <br /> J <br /> Dear Ms. Pinzon : <br /> We have performed the strucWral analysis for the above referenced project with the following design criteria: <br /> National Electric Safety Code (NESC)2012 � <br /> rDesign Slandard _ - - <br /> I Building Code --- 2009 Internalional Building Code _ � <br /> ��Extreme wind speed withaul ice 85 mph <br /> �Medium wind speed with ice 39.5 mph � <br /> �Ice lhickness __ 1/4"radial II <br /> � --- � <br /> —'i <br /> ! <br /> � <br /> -- — � <br /> Tha existiiig wood pole is 130 fl long Douglas Fir (class H-4) embedded into ground approximalely 15 fl. Il currently <br /> supports anlennas at several elevations. Based on our structural analysis, lhe pole and its foundalion are adequate to <br /> support additional loadings generated (rom the proposed antennas. <br /> Please refer to lhe following slruclural report for loading configuralions.results, reviewed documents and assumplions. <br /> Sincerely, <br /> r, � <br /> Basri Rasri, P.E. S.E. <br />