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11465 SW PACIFIC HIGHWAY-2 iWINEER M RAY F. BECER COMPANY CALCULATIONS 2345 NORTH ROSS AVENUE B C PORTLAND. OREGON 97227 y 288-5341 Date Fir a j ec t ?��-�;r� ;��, '' �. Order Address �S !� ���'� -�' 1 7r '> .�'� Sheet — Of -- - - , ,�G�.1" .�.0 .i!'.�/�--/T•� .���-- -•�.-- - --• _______.---•;_•_-- ____.__...y..—ter.__._I-___,�.._.._.-..r----....'L-- =-_... _.�.,...�- 1 1/11001* -- ----- ._/��--� ��,C.��1��`•�� ��'' .��r':�__ ���/�it7G��-� y�._ •'��!���'f_ �� iii __-._ _ _-_ : . _ r � 1 I I I I p lee 404hm--75?xv:�- jA i r , J j • i I ' , I , 1 , OREGON pct 21 M J_- + I II __ __-t._ rt� � X11 , 41 I-11-low IIi ill 111 I ! I III III � I ► Ill ill lil 111 ll ) 111 ( ll 1111111 ( ll 111 III III III III III I ► 1111 III ' IIIIIII ill 111 111 l I I I I I IIS , 1I 11-1-1 111 � I,j1lll NOTE : IF THIS M CROFILMED 1 ,7 4 I I DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW IG. 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' _ �► . .., eo 70— Aua 7— AL IPO %ww MF y yy s NOTE : IF THIS MICROFILMEDI 2 3 4 5 8 DRAWING IS LESS CLEAR THAN THIS NOTICE , I1 IS DUE TO THE QUALITY OF THE ORIGINAL 1E Z 8Z LZ Z SZ Z Z IZ OZ 61 8T LT i I T T T i l i 6 �?II1111 Till IN AII III! 4 1"11111111 IIIIIDRAWING. J UNE 1990 I IIII llllllllltill Iill,llll llil • . � 4„: , • n....+r•+_rrw-•.>.y�n.g�,,,y,.l�, .. �.r•..vw.►'T^!'RJ�'• ,'�R ��`T . F ��� {�.Iwlr�'r/n.r.n..._.rr.+..rn.w..P.wn..e.w a+n•+.mow............w. YVL_n._. IWIWG EW,INEER ING RAY F. BECIER COMPANY CALCULATIONS 2345 NORTH ROSS AVENUE By PORTLAND, OREGON 97227 /•�'/ 288-5341 / Date Order # Addressw Sheet — of y I ',7,� -:;7k�o I � � �/' " � j I dOZ '41 pow gmm l/ Z / I I _ - "r r sr ( _ r� ill ill iiiiiiiii �711 [ 1 iiii � iiiiiiii � , iiij N( I JII I I ( I 1 I I ,1�..I 1 � � ( �T i� E . IF THIS MICROFILMED 1 2 3 4 � DRAWING IS LESS CLEAR THAN Tl-!IS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL £ 63 8 Z L Z Z 4 Z Z Z Z I Z DRAWING. JUN 990 Iill Illi Illi,llil IIII IIII IIII IIII illi sill IIII IIII IIII IIII gill IIII IIII ill IIII flll Ilii illi IIII IIII llll�,� 1���I IIII IIII IIII IIII IIII IlN SII ���� IC11 III. IIII IIII illl ILII �I�ii�l�i Ii�l IIII IIII Illl Illl illl IIII IIII Illi IIII Illi IIII Illl illi Illi Illi IIII II — r e `j -,W CEE ' SECTION F' I N RU PERTIES ORDER N0 , P -----�-- AGE N0 . I A DESIG14 THICKNESS = 0 . 0586 " 13ECTION DEPTH w 3 . 2500 " FLANGE WIDTH - 1 , 0000 " YIELD STRENGTH = 33 . 00 KSI ALL OUTPUT IN UNITS OF' INCHES , KIPS FER �)'QLJARE INCH X-X AXIS : A net w 0 - 'f2949 I net = 0 . 4330 S net = 0 . 2665 F ' c = 18 . 35 KSI Y net = 1 . 6:? 0 Igross = 0 Y 4.331) S eff - 0 Y 244 @ Fe - 20 Y 00 KSI Eo - 0 . 29 5)4 J - 0 Y 0003 Y-Y AXIS -- RIBS I N COMPRESSION A net = 0 . 2949 T net - 0 . 0253 S net = 0 . 03:'3 F ' c 20 . 00 KSI X net -- 0 . 2169 Y•-Y AXIS - R I Its IN TENSION : A net = 0 . ._549 I net 0 . 0A2153 S net - 0 , 0323 F c = 20 , 00 KSI X net = 0 . x- 169 Y--Y AXIS - GROSS : Xgr oss -- 0 . 21169 1 gr oss - 0 02)r,a3 AXIAL : A gross - 0 , A2949 Rx - 1 . 41'' 118 F' ' c - 1. 8 , 0A' KSI Q -- 0 . 8355 Ry - 0 . 2931 NOTES ,, SECTION PROPERTIES COMPUTED r SPECIFICATION - DESIGN - L PER AI � I ._ P_..C' IF• 1CrATI. fIN F• Old THE L�E:.,.� .tGN CSF• COLD-F,C) IRMED STI�EL STiRuc r(JRAL, MEMBERS , - 196 El'iIT1 i�rh! , _._ . j GALVANIZE-11-MATERI �'L CONF70RMS TO..-ASTM` A4-46 . C;OLD- I?CJI.,LED CORTEN MATERIAL CUNF FRMS TO ASTM A 6 0 Y GROSS SECTION PROPERTIES ARE FOR THE FULL UNREDUCED CROSS-SECTION , NET SECTION PROPERTIES ARE FOR THE CROSS SECTION WITH STIFFENED ELEMENTS REDUCED FOR SHEAR LAG . S eff ( WHERE SHOWN ) IS ADJUSTEDFOR USE AT A FULL STRESS OF 0Y6*Fy 4' pr a . 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SITE Ci)RELN)S g FZ— Nt3Y'� 1 F 1 l:� LI SC. ,, ,...t:-i fi _. — " - %� •- r� ,� �� I —`� ,s•S FrE"�c'. { BY ' T TLE •,*�- . yF —�Ll� --- - 11 a ow-4-0-h t; We ; � � . E- j iL,� ;_ . fj. i j ri 1644 _..__,,,,r �- _ ___ 1.1 t4 o Md�% Inc I yr 11JGr ..r ki i ' �I�I�( Jho ''..�,°. 11 '�"•'"� _..'�. .. .. ._. lAl nom. : s;: rac0.vll.=: mm- RICHAAD L. �1�VEBB ARCHITECT ' fi'3' it l{ IN ��r►Crr• r%i.A 1Pk,��- 1 t'� �h�tit ZT' 1 0 -. 20 S.W wASH. 6Y. , POPTLAND, 01%uUON 9,•�ti�5 wo I ,,,',,N C,x .: rl� 151MV1Cl• •,,�SHgrs It�1TAW A. ``�It�1'SN�"J - � ����) cfS2- 9432 t ).J�.r7.�x,G"' !si�l�t� ,,�• j'•'f�. Fri �- "-!c.".:�"�, Titer � T✓ T� 1 . THE ,PROJECT INTENT 13 TO PROVIDE A NEW '� ( �� ---- SALES AREA FOR RELA'T'ED TEXACO PRODUCTS. s �N CONVERSION INTO A FUTURE CONVENIENCE- , 1 [la _ .11._._ TYPE "FOOD-MART"" WILL BE UNDER SEPARATE _ m"�" . . _ PERMIT AS REQUIRED BY TIRE CITY OF TIGARD. ` '5.11 f��1 td`116.p11+1�. 11,14 _ _._. - •� - 2 . ALL WORK TO BE DONE IN ACCORD D THE � itia► ���f�:�7�G�a�v1 ..... _._ .,..... 1982 UNIFORM BUILDIW, CODE AND ALL OTHER LOCAL , S'T'ATE ANP, GOVERNING CODES. � � ;�. `-' ���+�� IGt��%ftA i, � .3 . ALL METAL WORK AND RELAT..D ENGINEERING P��V� ..• ;A `0 TEXACO �1 TO BE BY RAY BECKIER CO. . PORTLAND, OREGON. �I T� HJT - ��, (SEE ATTACHENGINEERING C CULPTDRAWINGS" AND E , - _ � � ��• -i Gi OPERATIONSELES CENTER ENGINEERING CALCULATIONS+) _ Nit �tDRrOJ►� �� w...�w PROJECT i NK 4 . THE GENERAL CONTRACTOR FOR THF, I - `` IS BLAKELY CONSTRUCTTON CO. , PORTLAND _ �T t DRAT -Q N�i TO THE TEXACO SERVICE CF.M'1'L+'R 1�� 15Y�f NI 0RSGON. THE rEN. CONTR. I5 TO FROYT GE ALL � � � _. ,- ._...w.... . W J ►+\jr ''�=J }'uaz^� MATERIALS, WORKMANSHIP AND SUPERVISION , , `�-� 11465 S.W. PACIFI '' HTrHvk TIGARD ORE, fll . ._.._,_. .,,___.,....: .,.._ ..: .. _._.. NECESSARY TO COMPLETE THE PROJECT AC SHOWN iX rT6 _ _ 210'f- ►d ca i............,.. _ r ON THE DRAWINGS AND AS PER CONTRACT' -`'�� - dr► Pr` p�""TC1VvRt 'aGl� I AGREEM,E�NT WITH TEXACO* INC. 1/10" . 11-0 #8402-H RLW /24/84 g. ALL REQUIRED BUILDING PERM T TS ARE, THE ,�' � ............. RESPONSIBILITY OF THE GENERAL CONTRACTOR G,�.1. 6x sC L�' e e e • M,n �' ANA/OR RESPECTIVE SUBCONTRACTORS. .�.PwIA't+ .ab '+M.+.*e.M't.`W . ... r.^ \Twn•.!i_.,.r. 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