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06/11/1999 10:58 425-349-7554 DYI�J ARCHITECTS PAGE 01 <br /> FAX COVER / LETTER <br /> Projecx VOA Food Bank 1230 Broadway Everett <br /> T H E Date:J n�e 1 98 999 I C 2 Fax Log No: <br /> DYKEMAN <br /> ARCHI7ECTS <br /> TO: Paul McKee AT: Ciry of Everett-Public Works <br /> FAX ii: 425 257 A S : one PAdE(S) <br /> (INCLUDING THIS) <br /> IF YO O E LL PAGES, R X IF ICULTIES, PLEASE CALL US. <br /> IF YOU RECEIVE THIS TRAN9MIS810N IN ERROR,PLEASE CALL US REQARDINO ITS DISP091TION. <br /> For your information/use URGENT `' Originels will be meiled <br /> As you rcquested Please call when you reoeive � Orlginals will not be mailed <br /> ❑ For your approval � Per cwr conversadion ❑ More to follow by mail <br /> � Please review and comment ❑ Please make a note ot this � Fax/mail capy sent to: <br /> � We await your direction ❑ � RB Englneering (Bob Bosek) <br /> � � �Abacus Eng. (Paul Largy) <br /> MESSA(iE: Paul,th(a fs a follow-up ro our corrversation Wednsiday June 9 conceming water service source, <br /> roulinp, end flowa end pressures for the proposed Volurns�rs of America Faod Bank at 1230 Braadway here in <br /> Everen. <br /> You had contected Bob Bosek aboul the'Ciry'decidinq ft would rather not impact traffic an Broadway with <br /> the trenching that would be needed to connect to the water mafn on the other side of Me atreet. Rather.you <br /> would like to aerv¢the building trom the mafn in LomDard,to the west You suggested routing the new water line <br /> on ihe north side ef the curb, in the rightof-way, so as to minimize impact on the concrete paving in 131h. <br /> In order to determine if the prasure and 11ow in the LombaM Iine ia adequab,you asked me to check wrih <br /> my mechanlcal engineer to determine ths buildinp's needs. Here's what I found tor you: <br /> Dome�tic:50 gpm,50 psl static pressure desired. <br /> Fire Protection: (estimated):600 pallons per minute at 30 psig flowing. This is est3mated alnce we do not <br /> have a final desipn for the system yet The usual procass is to tell ths tiro protectlon contractor what level of <br /> coverage ts required(xx pallons per minute over u square feet)and have them deaiqn M�ir piping to get the <br /> water throuph the building. From that,they can detertnlne the gpm,and if they know your flowir�g pressure,they <br /> can decide how big the plpes need to be. For us to tell you a flowinp pressure is a bit backwards;the 30 psig <br /> value is enough for the sprinklers to work,but we cannot tell if the system cost would Increase over what it would <br /> have cost with a connectlon to Broadway's line. The hlpher dts pnsturc avallable,the better.Also, note that fhis <br /> does not take Into acxount flows and prossures which the flre marshall may require, includinp hydranVhose <br /> reserves. It Is very likely that the plan raview documerna you havs include these calcs on a fire marshall's <br /> worksheet <br /> Please keep us posted on thls development. The proj�ct has been bid based on the"current'design;we <br /> had been told that Public Works h d sipned off on the site issues; now it looks like the Owner may have increased j <br /> costs to install more plpe to brin ter to the building,and possiby to upslze pipes Inside. u, <br /> � _ <br /> F pM: el O.Niemi AIA[josln�dykeman.net] <br /> F m O. MK1i�YTtRb.��Rwlc■ <br /> Tha Drk�rtwn Archibots P.S. <br /> 1716 W. Marfne View Drive•Second Floor�Everett,\NA 98201•2098•(425)259-3181 tax(425) 349-7554 <br /> . <br />