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Plans 08/22/2000 08:13 5036266762 MEL MARK WESTERN BNK PAGE 02 . ______________---_-_--------_,------ ....,...----...-.-r: 1 0,e00, ) I N ..._ ______----- ____ ______. „, • „..___--,--- ..„;,;-:,---p...0. _____________--- -, ,. . .. • 1 / 1 \ _,• ..5 . .....___ _.... r ......... ... ..... _ . . ,, r ti. . An 12 efiii i;i1:. i . . ■ ■r■ I SW . . . . 1 . ,, g I 11 SAMMY .-__ : !mow ti R- /RAD& — /2-110 • ., tl+� , - -- ,- saiOUs FAY 3 I ti lei 1 PRE ri I I — :, - -- wow wew Was I _- 0 • I GLEANER 1 I ---- r-- 1---- s-_ti - - - -j Approved itional . . . ___ CITY OF TIG4 q� Con L %. 4 ; d.. ...... ..... . ... c: � o j or only the woApro ved.... , A I E RIVIfT I�p i a� descrihed irt ): !; ;F Lester la: F , 7 o Jf oM, °' a I . lob Address A az .. ( ): By; loo C .46 11 ) ) I Da Z m :p_ sw________73.7i,/ 08/22/2000 08:13 5036266762 MEL MARK WESTERN BNK ..,... . . .......... _ . PAGE 03 • • • - - - : ...\ • g : ! . 1 , ,.0•4 . - • • . 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I • 1 c I • • •••••10•• — • - r a hliiii • •• ....! ....... ... . ..„ ,.... ... • ____ .... ..._ q �C r ! � aD ti = ; VI C • I / ` 1 � � 3 S 9` it c% . r I . � , i !, i /, i • .A -...-.-. • •• -1�: •∎.!— r — r— �•..,.- ... +r•y- -. —.. ....�-�'...+.r�, OAK �7 4 • . I 1 • 'b I 1 • lip 1 _ . . —. ter. ,' 1 • ; .. 1 ,` 1 .Adidi ^� 1 • I 1 ram. i 1 N \ ra ' I - TV < 3 ; tI 11,1 J' 7 0; li i - a . . I . R' .n ix I ill _, . 10:1I • 1 , 1 1 I 1 . 111 I 1 _. • I .. , k • y f f . ' Consulting Engineers August 3, 2000 - Mr. Matt Segerdahl Melvin Mark Properties 111 Southwest Columbia, Suite 1380 Portland, OR 97201 RE: Greenway Town Center Exterior Glu -lam Beams Dear Matt: Attached please find calculations, sheets 1 through 5, dated August 3, 2000, which verify the structural adequacy of the glu -lam beams to replace the existing damaged beams. Design is based on the requirements of the 1997 Uniform Budding Code, as amended by the State of Oregon. The existing canopy roof and ceiling framing will require temporary shoring during the placement of the new glu -lam beam. All existing connections of the canopy framing to the glu -lam beam should be reinstalled after placement. The existing connection of the glu -lam beam to masonry piers may also be reused. The required grade of glu -lam is combination symbol 24F -V4 DF/DF, and may either be factory sealed or pressure treated. If you have any questions or need further information, please call me. Sincerely, Gds 11r Yuo� °111P � '� G � , raci Pashley 4 ° cc I 1 ' ' Attachments le O REGON tED.? yXPElS: 12-31- teC (rPPod98555.02tak.8-3-0O.doct t t t S.IW Filth Arenue. Suite 2500 Portlar9. OR 9/234.3878 (503) 227.3251 Far (503) 227.7980 Seattle Portland San Francisco Loa Angeles Irvine San Dle ;a Phoenix • 1 -- — — IPalecr t- r: , c . _ . h,l r', 1:. By Sheet No O :. �� Locotwn U c Poi c e Tov Dare �r��J�� /: I; C onsulting Eng _ r Job NO 1 1 v ` . `1 /.1 Pe. 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St .1 /AY To���r ( 9Y TS1� 1 Sheet NO ' 8 /03 /00 T /� r f lccarcn Dore ' ` „ '�+ ' ' , � Consultinp Engineers • atent newel Job No nomana Oregon 95 55S , D Dam ANH - ..J W�� = (I S +Z5) !� *30 = Z70 Pc..0 = 22 I rb =2- l0opsi (1,o = 1.(5 C..t = 0.3 v 2 /.D 4ZIY, n ( L '�:;•, 5 ,11 . ,) : L10 / vii 331,5/ b= 2 l.f3)(0. 80Xo,935) C ?C c:5 PS' = L) I 91 ^ , 1ar a � i t�tt -cr:x 3O37e c7- b - any Z. C'b _ c ;CP/ , r:`- l h ' b = ZOC.S '1 I,I< F'/. 10 (1.15)(0 , 3 ) F'V = l°. i F5] 2 V(y1- io)(3+'Z.$) , . I NOTC-H - PANE NI-- IcTts2 b = 3 -.IZ5 D/ri °0,1z D s ! ;try �,. f� = CD �r. d °Z7lr` K' ? 4 o 1, -C -C (SQL N _ ?7). ( = g650 lb _ 1 . I:d J MN-? y 0z50 ( to) - 230931D - iN. 'et �No- r.-��,`� �Z25 i Yr\ WGSr ; 39 I lb _ 23'115 �'. I In '9 1.t M %Il 10 - CP , I = 3a 1•• 11/94) • I n 'Street No Pracat 7 2EF: "� /A u Y N �.r`i tc.c_ T� f ' 66/0S/cr • ` r • /? Consulting Enpinesrs I �coxon Da re n oter o Revue° JaD No Patiorxr. a ecio^ q 7;5.S,aZ. 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