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r� <br />.� <br />,-, <br />� <br />STRUCTURAL DESIGN ASSOCIATES, INC. <br />, / CONSULTING ENGINEERS <br />saw � icatn ci s.w. N.o. uoz saae <br />LYNNWOOD, WA Y00]B • P��ONE: 130E1115;�]/ <br />l]AhITILCVERED RETAThIIMG k'f,�-L <br />JOH P10. :^ 81 . u82 �. 1. J <br />FII_L HEIGHT.EXF05ED HEIGIIT,FILL HLIGHT AT 70E (I=T)^ o.[f3..• <br />�LJID WEIGHT tPCF),SURCHAk�E (F'SF)? 30,0 � 11' , <br />LOADS A'f l'GF: 1>VERTICAL, 2)HOFIZL'1N7AL (hiLF) <br />I)7MENSIONS OF TOE,�TEM,HEEL (FT)? 1.B�..S6..75 <br />FACTOF AG�lIIVST OVERTURNING,SLIDING: 2.�1014 4.�3077 <br />TOE PhESSURE. FILEL PRESSUfiE IS 1.0:95�4 .li�2i�S4 k:SF <br />IdANT TO CHANGE FTG AIMEN5ION5^ Y/N? N <br />----------------------------------------------- <br />1='C (k:SI).FY (1:5I)? 2.40 � <br />**#�c*##� STEM M:U= 2.450U2 FTk; <br />THE MAIN Fi/F IS': .190��0 IN2.WHICH IS �E—U3 X THE AREFl <br />SELECT ONE OF THE FOLLOWIhlG: �.�� `� <br />#4� 12 #�� 19 #l6�� 27 <br />�**��*** TOE M:U= 1.7�419 FTk: <br />THE MAIIV R/F IS: .19i�i�E IN2,l�IHICFI IS �E—i��� Y, THE AREA <br />SELECT ONE OF TI-IE FOLLOI�JI�1G: <br />#4� 12 #5� 19 tf6� 27 4F7� �•7 <br />�**##*Nc�: HEEL M:U= .�9��88�' FTF; <br />THE P1AIN F/F I5: .190��0 IN�.4111IL'FI I5 2E-0� X TI-IE AFEA <br />SELECT 0�lE OV= THE FOLLObIING: <br />#4a� 12 #5u^ 19 #16� 27 #7� ��7 <br />i�*Nc��� TFIE TEMP.R/F IS .171C172 IN� <br />SELECT O^!� L'!F THE FOLLOI+lING: <br />{��;� 7 #4� 14 #5� �1 <br />---------------------------------------------- <br />MDRE DESIGN bJi1NTED? Y/N? IV <br />f;EADY <br />2 0 AUo 1982 <br />.�iF:'J� TUf1Al Ft�GINtII:INC: DCSIGN AN� IN\'I S11GA7 OI� <br />. w . .. r. .� . . <br />i:.�.i'�.Il:i"ii.5 • FOUNOnTIONS • RLTMIIWG IYALLS • BHI�iG! S• 1'.I'.= •�. .. __ <br />