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.. . � � � ` �,,,��.20„ I <br /> Swdural Malysis Report � 3 <br /> Cartier Site Number:WASN0206 <br /> 2 Data Provided and Aasumptions <br /> Existing Structure-The fdlowing materials and spec�cations were considered in the sWctural analysis. <br /> Member 5 iflcadon NO� <br /> `� <br /> solwu�1NMIi �. . <br /> Data—The following data was used to model and analyze the sWcture. ' <br /> Data Docum�nt A�« y, <br /> ��(����M1 �/�f}[�.I111 :-�_��w: <br /> � J�. �. :..�;YSSLI9��I� ..hS`S�LJI :�IWYM�'? �� I�Yi1Mo` . <br /> .k aR PTS <br /> Pro sd Loadin s RFCD 12IOSI2011 <br /> Asaumptions—The following assumptions were made fn orcfer to complete the analysis of the sWcture. All <br /> assumption MUST be checked. If a o aate han es cannbe m de to this reportS Engineering shall be <br /> immediately not'fiied so that the app p 9 <br /> Assumptions are as follow: <br /> 1. The sWcture and its foundations were consWcted as shown in the original design documents, previous <br /> sWctural analysis report, mapping report, photos, andlor other documents. <br /> 2. The structure, platform,and its foundations are in good condition with no corrosion,damage or fatiguing <br /> which could cause a reduced capacity in any member. <br /> 3. The legal occupancy of the sWcture has not been dcemed inadequate for use and is compliance with <br /> section 102.6 of the building code. <br /> 4. The assumptions as indicated in the existing structure data above. <br /> 3 Conclusion <br /> To the best of our knowledge and belief,the existing structure with the proposed loading as listed in section 1 is in <br /> satisfactory compliance with the requirements of the specifications,codes and agencies having jurisdiction over <br /> the work. <br /> 111 S..lackson StS��LE PORTLAND � SAN FRANCISCO �COSTAM ESAFax]206.903.8513 � <br />