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03/27/98 16:OY FAg 612 627 0679 S$L �IV�R YARri ��� EIDEN CONST. �vvaiooa <br /> Truss Manufacturing Compa�ay <br /> � 11920 53'd Strect NE Albertville, MN 55301 <br /> March 27,I998 <br /> Eidea Construction Company <br /> Attn.Ross I�saghans <br /> �te:3011 Sussex Road <br /> Ot'o�a,Mn. <br /> Ross, <br /> I am enclosing the results o�your iYamer usin�g gun nails in lieu of thc prescribed naiis we supplied <br /> witb your order.The teductions necessary as determined by Psul Pope of United Steel Productc will <br /> require s majority of the nails to be replaced with the proper nail sizes. The two following tists wi�ll <br /> indicate whic6 truss types are OK using the reductions,and which truss types will need to have the <br /> nails replaccd. <br /> Truss L^vnes that han�ers are ok as nailed Truss txpea that hansers must be renailed <br /> Type S�1 Type A�3 <br /> 'X`ype E-2 Type F.1 <br /> Type G-l. Type G-2 <br /> ,rype�_S Type J-1 <br /> '�ype J-6 Type J-2 <br /> Type K-1 Type J� <br /> Type P-z 7'YPe M-4 <br /> Ty�e Y-t Type M-5 <br /> And Hanger Type THD-a8 Type N�l <br /> Type N-5 <br /> Type N�6 <br /> Type YH-1 <br /> Type P-1 <br /> And Hanger'Y'ype THD-48 SICYrR 2�.5 <br /> Please note that the.�L"-SS han�er condit�ons were not incladed ia this report It was brought to our <br /> attention that these hangers were not used by the framer because he used an alternate method of <br /> attachment TMC and United Steel Products are unable to supply engiaeering data for the alternau <br /> method of attschmea� <br /> Please see t6e attached copy of thc layout for the locationa of the hau�gers that do not need to bc <br /> renailed.Ail l�anger conditions not circled on the isyout wifl need ta be naited per the manutacturers <br /> recom mendations. <br /> if you have an�y questions about the above informatioa,or if I can be of furthe�'sssistance please call. <br /> Sinccrely <br /> ��""` '��/�' <br /> Robert Peavey '! <br />