Laserfiche WebLink
-�__ _== <br />_ - �_-:> _ <br />� <br />,_ __ <br />May 21, 1992 <br />B & L Properties <br />Attn: Bob Brokaw <br />P.O. Box 254 <br />Everett, WA <br />CO oI NPOTI C0 i Q(�p �� <br />ar2s � <br />RE: Victoriana Garden Townhomes <br />33rd and Rockefeller; Everett, Washington <br />Dear Bob: <br />You have brought to my <br />above referenced project. <br />requirements in queshon. <br />� ......... 1992 <br />.. �iry..oF ....................... <br />P�en� wo ks pRp rT�..... <br />attention a couple of items requiring clari�cation for the <br />The intent of this letter i:; to clearly specify the structural <br />The concrete section of the general notes on sheet Sl of the appro�•ed plans <br />speci�es a minimum concrete strength as follows: <br />2. MINIMUM CONCRETE STRENGTH SHALL BE: <br />P'c = 2500 PSI (2b DAY COMPRESSIVE STRENGTH) FOR ALL SLABS, <br />FOOT/NGS, AND STEM WALLS (TO 4' N/GH). <br />F'c = 3000 PS/ FOR LATERAL PIERS <br />This note is in+onded to include the lateral pier footings with the first group of <br />elemenu which require a 28 day compressive strength of 2500 psi (minimum). Onl <br />the portion of the pier above the construction joint (as illustrated in detail 9/S-6� <br />requires the higher strength concrete and associated inspections. <br />Another question arose regarding the typical continuous bottom of footing <br />reinforcing steel. Per detail 10/S-6, pro�de two (2� #4 continuos horizontal bars at <br />three inches (3") clear from the bottom of the foohng. This requirement should be <br />applied likewise to details 1, 2, and 3 on sheet S-6. <br />Please contact this of�ce if you have any further questions regarding the <br />aforementioned. <br />Sincerely, <br />RiT� ✓+ � <br />R <br />ark A. Codispoti, P.E. <br />cc: Ken Jackson, City of Everett <br />�� p Cp�� 5/2J� `/ Z <br />�.Q' op w�sr���1� s O <br />Ct ,�@� �.. C� i <br />y � O <br />� r• <br />�ti4�d R, <br />��'o, '�R;islrQ� <, <br />.�shc)NAt.Fsl� <br />P.O. BOX 2455 • KIRKLAND, WASHINGTON 98083-2455. • Phone: (206) 488-6006 • FAX (206) 827-0428 <br />