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8185 SW HUNZIKER ROAD-2 GEORGE D. WARD & ASSOCIATES 821 N. W. Flanders, Portland, Oregon 97209 222-4333 ENVIRONMENTAL CONSUL._ -1- ING ENGINEERS April 5 , 1978 Mr . Ed Walden Building Official City of Tigard P . O. Box 23397 Tigard , Oregon 97223 Re : Interior office addition, Krez Building Mtls . Co . Dear Mr . Walden: This is to confirm my phone conversation with you on April 4 , regarding the structural adequacy of the office addition proposed for construction within the existing Knez Building Materials Co . warehouse . As discussed , it is the owners desire to proceed with construction of a two story, wood frame office structure on an existing 6" reinforced concrete floor slab within his pre-engineered , rigid frame, steel structure . We have been involved in a number of similar situations involving the subsequent construction of interior facilities on flat warehouse floor slabs and feel that the plans , as submitted , are structurally adequate . Two things , however , are important in this type of interior addition and are provided for in the plans . They are : 1 . All lateral loads resulting from hori ..ontal earthquake forces should be carried directly to the floor thru diaphram action of interior walls or partitions . Lateral loads should not be transmitted to the existing structural steel frame in a manner that would load the rigid frames be- yond their normal. wind load design capacities . 2 . Vertical forces resulting from a combination of live and dead loads shall be carried directly to the existing concrete warehouse floor . They should not be transferred to the existing steel columns or their •� existing footings unless design allowances were previously included . Concentrated points of loading to the existing floor should also be avoided to the maximum extent possible . The bolting of bottom, stud-wall plates directly to the floor is , in our opinion, to be considered satis- factory for this situation. t � wrncsr. -.. _ _..�..._ .., •c. .r .. . ..._, - ... -• •� �; .! .@�" ._ ._ .-.r. .. ,.n .. r—'rV....,yy tiR--. i�,y,;„:.. ^,n _-r...••,rn1�.. ., — ..*.. �, � I � 1 l O � � � � � � � f � � � , � � � � � � � lil � lli � il � � lllllll � lli � � li � ili T11 � LILILI � iill ili � rit� r� r � irr • q '� � � NOTE : IF THIS MICROFILMED �...._�.�...._. 2 3 rJ 7 8 9 10 I 12 .�. DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL_ DRAWING. 0C 6Z 8Z LZ 92 SZ bZ EZ ZZ 1? 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LADE OSWEGO, ORE. 97034 , �R DRAWN c� J" IT -$ 11406 • . 11, 636 -7664 aN , SCALE "''/ d' MEMBER - AMERICAN IN�TITUTF OF BUILDING DESIGN .___ r� ~J I .I ± � � ��� 7 I — _ r tJ1 1 f� i �...i<.. � � .� SHEET ,`n�j,t: j•1� J '7"'N IN 111E PREPARATION OF THIS DRAWING EVERY REASONABLE EFFORT ,•P�. \4' "'NtF.REG W� tDz� HAS 13EEN MADE TO AVOID ERRORS OF ANY KIND.THE AUTHOR, HOWEVER. nTUtE _,f F:� CAN140T BE LIABLE FOR ANY INACCURACIES OR OMISSIONS IN ALL •" ,NS.ANCFS WRIT-FFN hIMFNSInNcZ TAKF F nr(' .EDF Nrc rwFR ;f;Al r0 OIMEOISIONS kl�*' [wKADt A•It W►►Elft CO I "'`-'•`"^'"-"' �� 3 ,r V' , J � � :. _�,. lapr._ rl. - ....i ,. I I I I I I I I I I I a�........ I I ,.,,,,.,,�._..., • I 1 I I Irl Ili I I III I 1 ll III 1�1 i ( Ill 111 111(1 111 tll III II III III TII III Ill III Ill III Ilt III IlIII Illllll Ill II! 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JOB NO. 6 To 560 FIRST STREET Q "' PAMIUL 4t-1 E D F L�0 0 '1 "--C, w o s rs 4M0 e" x LAKE OSWEGO, ORE. 970 %14 DRAM By ;Z. *p BEAN, .1 636-7664 9-7 ;:21.- A V 0 •E V I/V- PLYWOOD ME-MGrZAME EGION SCALE mlEMBER -- AMERICAN INSTITUTE OV BUILDING DESIGN F� l At 01" en'r c r-) I i'2SI I rDELL_E'rE' D 57'6` S.Q . n.w E:XTFr2.'lCr2 OFOFFICF Ir iiiLLT IN ME PREPARATION OF THIS DHAWfNG EVERY REASONABLE EFFORT A HAS 9LI N MADE TO AVOID ERRORS OF ANY KIND.THE AUTHOR HOWEVER, Cl E D C i �tr�•r_ E+F �U���Rtu CANNOT BE LIABLE FOR ANY INACCURACIES OR OMISS1014S IN ALI INSTANCES WRITTEN DIMENSIONS TAKE PRECFDENCE OVER SCALE-P DIMENSIONS 1 A 6C A 0 9 A 6 2 OU PP 1113 66 Avg*. 1111111111 will 41 NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 io I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALIT( OF THE ORIGINAL 14 DRAWING. OE 62 92 L2 92 S2 t2 E2 22 lz 0Z 61 191 LI 91 si t,I EI 21 11 01 6 9 L 9 s b, c JUNE 25 1990 '01