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1189 Eagan Industrial Rd - Coca Cola Vending Building RTU Notice6128882587 J ?l N= 1 5- 9 7 W E D 1-4 :Z4 W E N Z E L E N G I N E E R I N G ??TEI a<=>w Wenzel Erzgineering Incorporated FAX r, Je e V aal s Company of Fax number _Of$ 1` 4- (42 ot 4" I0700 Morgan Ave. South B!oomiVon, MN $5431 ??!' ?'^O ? PNONE 612-868-6516 From ?i? F,4X 612•838-2587 Regarding L-OC44- C01 Number ot pages ? (Inciudlng cover 6heet) N P _ 0 1 Date WEI Job numbes 9 7Z? IZ3•O? Remarks LAS r"Je(Z(Ck c+-A (z1.Q A+'lAr}Ct,f"S V'tr TRAAd^I ?,I,I F.'EPOPT h 5END Jr.TJ-15-97 1tiED 14: 16 ? ? ? # DATE S. T. n1AP1F.. 7' II';lE PGs DTOTE DP 01 JF1H-15 14;16 8814d94 l•$'^ ? OK 0 Urgen! 0 Pleasc Commcnt U Copy Maited 6128882587 •S A N? 1 5- 9 7 W E D 1 4:3 4 W E N Z E L E N G I N E E R I N G WEI Wenzel Ertgineering Irccorporated January 15, 1997 10100 Morgart Ave. Sauth BloornuWon. MN 55437 Mr. Mark Pope PxoNE612-888•6516 RLP Architeets, ItIC. FAX 612•888•2587 2570 Hvuy. 10 Suite 14 Moundsview, MN Re: Coca-Cola Distribution Vending Building 2750 Eagandale Boulevard Eagan, MN WEI Job No.: 972-123.01 Dear Mark: P _ 0 2 At your request, we have reviewed the existing roof framing at the above referenced building to suppon the additional weight of two new roof-top unils (R.T.U.'s). Our review was based on the foAowing information provided by Yale Inc. Mechanical Contractors- , 1. A parlial floor plan showing sketches of the proposed locations of the new R.T.U.'s. 2. A cut sheet showing size (3'-0" x 5'-7") and weight (approximately 600 pounds) af the proposed units. 3. Information on size and spacing of existing joists. (In addition, tttis information was verified by WEI.) Using a fotal roof load of 60 PSF and placing the R.T.U.'s as sketched on the partial floor plan by Yale Inc., it is our professional judgment that the existing "26H8" roof joists are adequate to support the two additional R.T. U.'s, provided that each R.T.U. is supported by at least two joists, and na sing(e or pair ot joists is used to support more than one new and/or existing R.T.U. • 612888z587 J A N= 1 S- 9 7 W E D 1 4: 3 S W E N Z E L E N G I N E E R I N G CoCa-Cola pistribution WEI Job No.: 972-123.01 Page 2 0£ 2 P _ 03 Please see the attached details for racommended roof opening reinforcement, and joist panel reinfarcement. If you have any questions, or if any of tha above intormation is incorrect, pleasa contact us. Sincerely, WENZEL ENGINEERING, ING. #H "6? dzze-r Jeffery G. Weinberger, E.I.T. Enciosure Wen.zet Engineering Irccorporated WEI ? ??? OAw Patricia A. Co1a, P.E. 1010QM0t$Ntdve.S •$L»i?iup:inn LIN 4,1 TELE'.l'HONE GI Z-NN8di51G • k:IX bl?•; Nh !sn.'