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Plans Feb 24 06 10:03a Froelich Consulting Eng 503 - 624 -9770 p.1 A4 5 d°3cp /agg C f- • f ROEL-ICH- CONSULTING • ENGINEER_S MAIN OFFICE 0 CENTRAL OREGON 0 6969 SW Hampton Street 231 SW Scalehouse Loop, Suite 101 Tigard, Oregon 97223 Bend, Oregon 97702 503.624 - 70051503.624-9770 FAX 541.383- 1828/541.383 -7696 FAX FAX COVER SHEET Date: February 23, 2006 Transmittal To: Wyatt FAX Number: 503 - 524 -4403 Transmittal From: Mike Young Pages: 4 Comments: Arbor Summit — Lot 38, The McKinley, FCE #05 -T187 Following review of design loads and inspection of the conditions on site, holdown installations have been deemed adequate for required tension and shear loads. Inspection revealed one location where the sheathing had been compromised within a shear panel; see the attached sheets for location and remediation. Thank You, Mike Young PLEASE CONTACT US IF THIS FACSIMILE IS ILLEGIBLE OR IF IT HAS MISSING PAGES .IVUCTUR 4 �0 PROF. 04 GINE cc 2 5 1 01°, 'q • 2 DEP EXPIRES: ; -f /& - Feb 24 06 10:03a Froelich Consulting Eng 503 - 624 -9770 p.3 3I it K ! (l 6969 SW Hampton Street CLIENT: PAGE / • 47 ' 4 ' PI2[P Tigard, Oregon 97223 FAX 503.624.9770 PROJECT: FROELICH 503.624./005 CONSULTING 0 2 SW Scaleh Loop • Suite 101 PROJECT NUMBER: 31 Bend, Oregon 977 02 ERGINEERS FAX 541 383 7696 DATE: 541.383.1848 ® BY: . I ' i N> 7 x 3Lcu.)tn A ¢ov.- p Mt-EA ' OF C. vi SHQ rot- faD( -k n,A-(L. $HrzaerKf."t-) To 34..', w/ I 1 4.4 A/gtt_s c Lt ' oc.. • • f • 7 ce) f -kb Q'b . ! 1c ,i i. 1 i' 111 11 3x S tu. ft i Feb 24 06 10:03a Froelich Consulting Eng 503 - 624 -9770 p.2 14 ( �v I o f - t 2 ,6-p4 sa s a vz 11 ',E l +_� m j Y � =y d os $ e vW in Is -i i1 ak ulhR I a; i � 3 Vi D ill i h P Y l I Y 1 i R 1 1 • Y =i iii 14 Olx Y 5l IIl 1 i i a p 3l I ill. 0 C i 01 gli i t t0 4, —.114E N !p I 1 A lik 1 1 s11 4 ii! I Y i • ql s 't !1 i L a 11.1111 $ i ►! g i ` 1 f S i 1 € � 111 � 3 l ; P i e i �g I g� Y DDi Is: r 1 8 s it av`i D . � i . ii D , i ;� t H i ; � 1 i , it / t t o D = •�Y• 3 4Y : t � 1 III N o o 11 P� a ` Y 1 D �, ' Y 1I i s E il � 1 it t .;f � kP f aa t t g 4 3 O 1 Q a 1 .� � Y D g ; �� � @ D � y � @� a @ 5� g 1$1,1, � p c � � I ; 3tp Y i711j�� D v Y � Y �R � 6 � t ! gil i Y y it f �i t 6 t d i a.1 1 1 11 h Yi 11 >s t Iq t x ; a l ta Ot t ! r9 C Y : t p ; fi D pi Y4 • � 4 �!� t3 �� D F � gg e � Y� >, � , a� 5 � � 2F � � t _ • I $ ; IUD _yB 8 . 4 't1 F11 .69 y , 1� 1 _ °' ! i g • 3 p q Y iY i 11 1 4 l Y ss $ l B i �g MO [ Er) . t Iri u 4 !i a r F* Q y 1 � l `i a 0 D� g. 9 .g S.Yli ip11 ...w z ._ . w a. ! _ . ai A b 1 � � ! I.. , t . i ! 4F = a �� .� > �� ! ::: 1 Ii it tip iii Iit ig 1 11 j$$ i f 1 . , . gg ti t lit-i 111111IIIIINg 1 IIII 1 .0 1 0 P r c 1<i3iejij=.a ji llr Ili 0111-1 4 - mpg 3 ) iii! ' IP .111 I ibiu„.t„. g ill ' I h I ; !il III 1 ti I I / ! I II i iiR 1,,o,,,I.,111, i ii "I. ;gigh gi : 1, ' 8 a i 11 ❑ Db , ttrttt8tr O. • zr ffilk! I! it :4 6 i 1$ I ii hill z 1 1 f I II I I 1 i f!Ili! 1 . es 4D Q- D - - - - -... L•l.. 3 ,p' -1 1 T 1 ..0 ��� - .. - - , • , — 1 �1 +/ "` I �IIII /IIIIIIIII ,. t 1 __ ! I D a p IIIIIIiiiiiir. o 0 0 ., l' ° 4 dd q � 1 I G II 0 0 0 40 1 1 0i _ O O c �4D I qO. 111 I k .z 0 . n Ir e ` � o II O , O ° 0� O Ilp s I E - Z 3 O -I -- 1? - Q S Q 0 ((t° ' `i b zJ ' C1 II O ' r Q 9 -. v _ cn 1 , --- 1 CT • 4ii JI L j 1 1 r y LL,LL + _r--1. J--L i A l � fir -r Q� R f� -` -r co J • T co