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0 <br />�. � �' <br />� <br />�. , <br />e <br />i4j <br />�jE t1^~. <br />... . .. ::.�-�� <br />S'fRUCTURHL DESIGN ASSOCIHTES. INC. <br />Sb:.i� - 198th St. S. W. , Lynna�ood, bJA 98C��+6 <br />Tel:(206) 775-7434 <br />�** STFUCTURAL NOTCS *** <br />*�C�*�k A. GGNERAL: � <br />The folloo-�inq structur�l notes are supplementary and <br />are not intended to supersede the speciFications and/or <br />details shown on the dra�•iings. <br />���*� P. CODES: <br />Uniform Nuilding Code (U.B.C.>, iy79 edition. <br />**#�* C. LIVE LOADS: <br />Roof: (Public Assembly Ar�a) /C'O psf <br />4Jind: 2C1 psf c'_�, <br />Floors: Si� psf <br />psf r�i; , , k <br />Stairs Q E^•its SUO ps{ <br />�< <br />5eismic Zone (U.H.C. �v�l�) 3 <br />Earth PressuPe: <br />For yielding walls 7•i� pcf equivalent �fluid pressure. <br />#�*�* D. MISCELLRNEOUS: <br />1. Contractor t❑ verify all dimensions in the fie1G. <br />2. Provide temporay bi�acing as i�equired until all <br />permanent connections and stiffenings have been inst�lled. <br />�. Ve��iiy size and location oF all openings in floor, <br />i�oof and walls v�ith mech�nic�l and electrical work. <br />q. Pre-fabricated items to handlc�d �nd installed per <br />mfr's recommenaations. <br />5. Notify engineer immediately about disci^epancies. <br />##�:�� E. SOIL �: FOUNDATION DATA: <br />` 1. Uoi1 bearing information and e:;isting foun�lation <br />data not available for this design. <br />Assiemed soil bearing capacity �,i�UO psf. <br />2. E:;tend sll faotings doo-in to undisturbed soil of ihe <br />specified strength with a minimum of 1'-4" belu�•� ad.iacent <br />finish grade. ' <br />3. Center �Footings ort columns and walls above unl.ess <br />specifically dimensioned otherwise. <br />4. Compacted fill to be clean, granular and a�eYl.: <br />gi^adec wi.th not more than .�,% passing a#.'.UU sieve. ;j . <br />F'lace in B-inch loose lifts and compact to 95% Medi�fied <br />AHSHO density at optimum moisture content. , <br />Page 1 <br />� <br />YY <br />r <br />2 <br />t <br />_ <br />:�������> <br />