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‘ov 19 05 04:30p Fri ' ich Consulting Eng 50 ?- 1e4 -9770 p. 1 ; • FROELICH o CONSULTING L I 9 ENGINEERS H5 7er 5 -Ca 6 8" MAIN OFFICE ❑ CENTRAL OREGON ❑ Y R s Lav 6969 SW Hampton Street 231 SW Scalehouse Loop, Suite 101 Tigard, Oregon 97223 Bend, Oregon 97702 503.624-7005/503.624-9770 FAX 541.383- 1828/541.383 -7696 FAX FAX COVER SHEET Date: November 18, 2005 Transmittal To: Wyatt FAX Number: 503 - 524 -4403 Transmittal From: Mike Young Pages: 4 • Comments: - Arbor Summit, Lot 19 — Lexington E — FCE #05 -T278 Revision to footing at front beam line of elevated garage due to site grade. See attached sheets. Thanks, Mike • PLEASE CONTACT US IF THIS FACSIMILE IS ILLEGIBLE OR IF IT HAS MISSING PAGES • q O©©® ®O ®O cr g uri i a[E[I it 4D ! a� '99 £ a _ _ 4 D - _ 4D „ -` 4D 41> 2 r=�, 0 _ _ Iillifilf EL i i i i i i 1 A 1 a 4D I a r; - 1 . : ., a 02 i i 12 I L i ' ' . \' 0 Ii I Aw GD4D ii \ a I I lig iii o D D G E . O 16; o gi r';'4E� e � ? _ r o k 4 . ^ as 'Xi, r-2 4D I Cis _ .,: _ ..- ._: - -- -- I a tea . ' ,i it : ia o z 4D 4D ■ ∎ 41::' o ()‘, a o � o ID o 1,-; �` 3 _t 4D gill L 4D o a 4D 4 9 I' o a ! 4D4D u ; 1 1 ; r O o r o `s, !id 9 . i 4D, f� - ai h gil P i 4 D : `�0 0 `� o -. aD L'b GD . c � 0z iv , �a o 0 o 'lo 1■1' 4D4D ,' i C pi i a s i „ '�r�,... �� o _- 64 i i 4D' � �._ — _ —_ ' ' . Jis E E 4D -i 1 p 4D j P.,....... 1 . ql illimiiii e• flaw HIM °g ! : i .I I $ i tT { Ji I i 3 ,..,,, �i;z7.i,,it a Fy FFRRF991Sili 2 2 2 2 l i R d! d t iiiiiliiilil i 6 r 1 1 i 5 a F E . a a i to "Dori ijh 41 1i I i'''iiII'''i'' i a[ I i 111 a II # i' � ! if i g i k SO ^ ♦ r r • � • . r rr ■ ili r ♦ r r r r r r . r � r 11.11 i ri i ti ' a iig 11 i � .. a . i N , • ip 01111 II P1 op rII IC E r ' i B i t 6° a a 222 a p° $ - a e Mitiviriu R - a1�� ��,, ! [ ip �re� i.i °i as 44nr ri a igg r ill . 2 a e � g $� � 3 9 Y `9 `�l � 1 � � � ° A a � ' EE � � � 8 a� � E'�� e � °� � � a 4� a a i � ; ° ° � 2� , a � � 7t � 1 y [i y io ! =t i _ ° of i l O i 8 l ° h s ° � i „ o ft T g it a i • I pe leo T ! ai i E I °. 1 I/ 3vi3 / ' 1 1 a` i ° p . � is i 4 Err = s 9 RE � � , i .p Joe • i h P i g to g O of h , t q i x ' 1 t �� : a NO S Ri a i� ,• � R i e.. a s § a : 1ia i. a s a # ° 0 € °° a a i is ii a IP 3 lip l i s i Nip i 1 ° O l Id i i `l i i ! . 511 al °6 a ` a I i ii a a . � 11 i = Olt � � � � = i� � � a °a � ° p i� � � t� 6 E 3 i B a i 6 i i. a E 1 i ° i 0 i °i ! a a i a! i 9 i s a [ 1 i$al•E 11 R 1 i6 ° l .'i 1 le R �: CC f a ° i e ° � = E i e i !e 1 ci iii p D i : t g 5 1 i 1 I 1 � � a - T = • _ y i „ 1fggc g 1 ♦ � d E :@i 60P i 333 CAI= Rt ' ie 7., k a• OLLS b29 - 80S 2u3 2 ut4jnsuo3 yo._ _JoJA cITC:40 SO 81 (CW 1 Nov 18 05 04:31p Frc ich Consulting Eng 50- :24 -9770• p.3 • v �� 6 ycd 6 ` -' 2 x 12 p p '7 0 12' 0.c. 5 = „ 4' MAX GONG y TOPPING OVER 3/4 r� '_ P.T. PLYWOOD (--1 CP �, i - i 1D ` (1) 0 TYP $ D GARAGE 6x6 D ,� "2 POST W/ SIMP AC6 'y 35 POST CAP SIMP ABU66 POST � i 6 s .= BASE W/ 5 '8 "0 x3' MIN. EMBED -.1 WEDGE ANCHORS (TYP) I a _ 1 "1.;54/// 9 9 41 - 1 I I ,� 6D 1' -10' I SD 5D 6 li 10 ' ' 1 l II n IN r Nov 16 05 04:31p Fro - ich Consulting Eng 503 -S24 -6770 p.4 Z`I ` Couca', Faoliob (, f ) 0 VE4ri( A(. goo 3 ] i V.ES a PZ oc- Ct Q.ovrL f l' ov 1 B y . (26-9` - --= ( 3 • C @ 5� IL3, C p (&11th:) 3 6 • A A 1-1-ocz Foe Fo' To