8849 SW CENTER STREET-1 C3ENER^L_ NOTES 3 SPEC ]: F = CATIONS
DIVISION 9 (Cont ' d )
June 26, 1990 File # 90050 2 . Suspended ceiling to be :
A) 2 ' X 4 ' grid
B) matte white fissured finish (acoustic
DIVYSION 1 GENERAL CONDITIONS )
Cflame spread equal to or less than 25 .
1 . Verify b contirm all existing dimensions and conditions prior to )
Meet req ' s of UBC Std 47-18 & ASTM 063-69(76)
fabrication or construction . Notify 6 coordinate any changes D) �
DIVISION 10 SPECIALTIES (NOT USED)
with Engineer before proceeding . \\��
DIVISION 11 rGUIPEMEWT (NOT USED)
2. Specialty sub contract designs , drawings , b calc s , are to be
prepared by and bear the seal of an Arch . or PE registered in DIVISION 12 FURNISHINGS (NOT USED)
Oregon . Including but not limited to : mach . , trusses , etc . DIVISION 13 SPECIAL CONST (NOT USED) ��•
3 . DESIGN LOADS : (1988 ed UBC criteria) DIVISION 14 CONVEYING SYSTEMS (NOT USED) I /
A Roof LL = 2 25 ps f ` •�`
B) Wind load 80 MPH /8) DIVISION 15 MECH A PLUMBING
1 . Mach b plbg by separate permit . Mach to provide ( 15) cfm/
C) Seismic zone 2(B)
t
D) Soils caphcity 1500 psf (UBC type 4) (Assumed) occupan . 1
4 . Special inspection regd . at the following : (Per section #30b OR l/ \
� DIVISYON 16 CLECTRICAL
State Code b this affices ' s reqs ) � \•
A) Pre construction meeting with workers regarding special 1 . Electrical by separate permit /
i P
rocoeduros in cutting existing trusses . / \
.,� DIVISION 17 LANDSCAPE (NOT USEn)
\
DIVISICN 2 SITE WORK j
1 . Footings to rest on firm natural soil ; free of organics or other \ \�
deleterious material 12" (min) below orig . / final grade . Over
excavate if necessary to firm bearing . Compacted crushed rock _
may with engineers approval be uses to bring up grade to orig .
intended level .
2. regrade & repave by new entry to provide 4" (min) curb 6 maintain
positive drainage to dainage structures .
rli
� < , 1,� h
3 . Paving (patching) to be 2" AC on 6' (min) .;rushe.J rock . ftyp) '
• existing
Material to be Oregon State class C�" b blend with fl rades g
;b perimeter and existing construction . C• x C'I �� �
DIVISION 3 CONCRETE `
1 . Concrete to be f ' c = 3000 psi @ 28 days (mini UON. Protect all
concrete from inclement weather and impact until sufficient \ `�
strength is developed to prevent damage .
2. Concrete strengths to he, (all at 28 days lab curs)
A) footings f ' c = 2500 psi
B) slabs f ' c = 3000 psi W/ "POZZOLITH" admix 30 (max ) slump. 2E GrtZAi�F�I2�P/�VP
C% walks b paving f ' c = 3000 psi (air entrained) 6 2� "TD
M��N?ASN
3. Reinforcing to be ASTM Gr 40 (deformed) UON
rz�S1r•J�iGG -rte �:, 3, r5
4. Bar laps to be in accordance with ACI 318 ( latest ED) D
5. Typical reinforcing to be : (UON) 0.0025 X member cross section / CU
area with bar spacing not to exceed three times member thickness \
or 180pl.aced in center of section .
6. typical. bar clearances : (UON) /
A) earth formed surfaces - 3" `� \�
weather surfaces - 2" / �X1ST. /
e) J
7 . Concrete finishes to be smooth troweled except broom finish at < L Z Cvi / AnOXIST 1G �A \
ramp(s), & exterior flatwork . 3 Z6P61lu
ArLlt N �.s,
DIVISION 4 MASONRY (NOT USED)
13.2
DIVISION 5 METALS ( NOT USED)
DIVISION 6 CARPENTRY
1 . All structural nakls to be " commcn' or galy . (hot dip only ) box .
No "sinker" nails allowed except at non structural. partitions . /
2. All wood in permanent con-ta,�t with concrete or masonry to be
pressure treated per req ' s of ASTM D-1760.
3 . Fire block all stud walls at 10 ' -0' (max ) o/c b at ceilings and \
roofs . 1
4 . Provide attic draft stop across bldg & overhang at roof break from, \\
\
ceiling to roof sheathing (50 from N . S . end walls) .
5. Lumtpr grades :
A) studs - *2 & better Hem-Fir (KD) / / / •\
Hem-Fir
B) plates 3 blocking *2 d. btr /
C) joists 6 ledgers - #2 6 btr DF-L /
D) headers & beams - *1 & btr DF-L `\
F) roof sheathing to be APA 48/24 (ext glue) ply . ,
OSB, or 1
"COMPLY" ( tAG edges) . Nail sht ' g with 8d@ 6"o/ c edges \
interior supports .
/ \
and 12 o/c along p0
;) Joists to be as manufactured by "TRUSJOIST' or approved eq . .
H) Misc nailing not spec ' d per table 25-0 UBC.
J ) Minimum Plate bolting to be 5/8' x 10' at ends 6 4 ' -0" o/c
intermediate spacing wl a min of (2) bolts/ piece . \
-11_ O 11
DIVISION 7 THERMAL AND MOISTURE PROTECTION
1 . Roofing to be Owens Corning #33-IC with white cap sheet .
(UL Class A)
2. Fascia shingles to be matched to existing in grade , length & )
installation . /� C,�
3 . Siding to be resawn cedar installed vertically to match existing -
buildings , installed over Lapped felt . Ap1-�-
4 . Insulation to b e : nd(tbn
l�rov�,d............ CITY OF•.................................MARC) -
A) floor - 2' " blue board" at perimeter. dlyApproH9d . ...... . . .. . ..............•.. ( ]:
B) walls - R-19 FG batt at perimeter . Po'a^1Ym�' t'�Cr r-- d, e- rlbedIn,
b) Ceiling - R-38 FG batt . tight to sht ' g . PE r-
See IC! r t �', � ----------
! S
if p:f=Q104J....... ""
DIVISION 8 DOORS AND GLAZING Att ch... ...... ..�..,.�. .� �..................
..: ...... .[ ]: /FLAG" "rQ SW 5 ZSE1,-•1 [- C)Zev,
1 Glazing (new) to be in accordance with CH 54 (all ) UBC and be """""[ [:
Job gdd,
safety glazed when in or within 1 ' -0" of doors , in other ��.i: _
hazardous locations and/or as reqd by UBC.
2. All glazing ( new) to be double glazed . ._ __ Date � L �4 �Ol Q � �S j� 44 deo
DIVISION 9 FINISHES
1 . Gypsum board to conform to provisions of ASTM C-36 and be water
resistant when used within 4 ' of floor in restrooms , exterior
surtaces , behind sinks or other wet or damp locations . Rated E 1 1
walls/coils require use of UL rated material . Joints and I
fastener dimples to be speckled as required for rating (all Rr
�p`��-� t� � 1 I �r _ Zb� NO2TH l
surfaces) and be finished spackled and textured where exposed to �, �� nv DpvN-Of SI 'T PL
improved space. (offices , restrooms etc . ) Fastening to be perS ,���1�C .( ��,p�� p,NPPn�
requirements of the rating where applicable and tables 47-G&H UBC . ���N�� �, fir
s spac ' g to be 7'o/c (nails) A 12"o/c (screws ) .
��4•0
Max . fasten ���.• ALBERT R. KENNEY,JR. PE (503) a��-���1 FAX 244-9,817
C,ON�ULTING ENr'INEER/PLANNER 4603>-23c3=155t-O7RM2-
f,,,,,,�a�` eFD P►�o,�F, A ESU 1 L.p l N G E� x QAt�1 �� �N �pv- DATE '7 u p
V �•
884q S IAJ C e t-J-r r=M- C T -71 G A Zt= C-)fL
ORraoN 0 JOB NO.
gOOL; L•
SHEET NO.
o"cr,(m a,uk POW co
r
.... r � - _ _. .a.-..ter.:.-. - ..,.-...+, «.-^;,.�r.w.�.:Tm4•.wwM'is..�rw•... .. -r^��,•.�.•,•"_"'So`r..r-w"�1�"'^+n.'..,�,1++^".....�..z - ..�,-... � _ �..,..�.,� - _ _. - ..., .. .........,..a._.....,. . ._ .... _
'" + ' ! � ... P t�'�if��ili�1 h ili�ilr r r� � r �{y 1 1 �{i r, i i{��1 �I1�i���l�{��1 i�•f{�1i IIr�1]� IIS{il �li�ililil��rll �I��il� ►Il�ili ili�ili i1��i1i r1i�i�r r1r��1i )1�i�1� iii{iii al���l► ►i��ri� �� � , `.. � �
NOTE: IF THIS MICROFILMED ►-. ` 6 7 8 9 10 11 12
DRAWING IS LESS CLEAR THAN
THIS NOTICE, -IT 1S DUE TO
' HE QUALITY OF THE ORIGINAL
DRAWING. OE 62 82 Lz 9Z Sz VZ EZ 22 IZ OZ 61 BI 11 91 SI hl EI 21 II 01 -6 9 1 9 S tp E
�11�unl�inliuiliuilnnlnuhnillnlr�lm11111�111111ui{nuh��u�l�n��il�uilmllull�ll111u1{lutllhl�n�' I+ilt�l�lllur�u►tl��►111111��11uH�1!�Iluluu{ludtnl`u1111n1�1nl�tltl�111�1111�un11u111m1iu1�u1111llt�1l�uulilu�lul{1►u�nttht1t�1111111H '��
APRIL , 2p ' 1992
.
�� ... � ..,..-...._...-...•"...�.���-._..�_. a•�•,tp _- �.-wr r+Mr..iv'IVI.+i. I•�� .y y.+.-r..... ,....+.-. �.. -.�.. u C•�t�•` �" _• I�. , iC':.- - .., .. . - _ - .. , �\ � �-+
I
I I
1c)
1c)
cl,
A
7//00 M.
777
I I
.1 �
- Ste. /;7
Ls
I
� � I
0
I I
1
II 5
,� p1 0 /' n
O O
w u- V) ,
w rn r _o Gr+A.tiG
O n
MOVE cop. �--- u'" o I
W rn Mcwm_ i :) .'S RE-t0VAL OF W0". t4lovm Wm
-
THIS CT\ oN L L
vO
I 14- WALL I& OPT.
I
111
, o y
Ill �t� I7
-� 4
IVi
3-
of
r
x
0 Off IC °� i
O1' ZI_p, +� 'I �'_�if' --- --�I-O1I------/■ p I' Ooo� V2 �0 _ O�1 Z� to
cook .. -OkI II-d, `
0 0 _ _
a° 3° °off x 3o e K 3o g. x.7 : e '
7777E
CUR>~, L� � -�
ALBERT R. KENNEY,JR. PE c503' �44. ��i, FAX 2 ,.�„
rz.c� o�= �-i .� v c r�, v moa rL -�'R qac�� car Arz �►�c� CONSULTING ENGINEER/PLANNERS 236-1551-OR 682�1
1 O 1 lrJ lG �� �..T DATE ^ r, q0
4�- � �. ,.i• A �(.�►l_...DING EXPAtJSI �7N �. � -�-G-
Z -
LI -77- 4c
•._:
o�eaoH A JOB NO.c�)OSG
Ire G�or
Fel R KENNET• SHEET NO.
CME 64M M UE►IMN'<CO
-r1 s+er..�,.., � w.....�Ic4P.•,,........ .�y�ee�r._.-... .,..--. �-� �...._.... ��,••�,p�.�q�;.�,,�;�� .�".!�"".s'�^_ .. "'� '. .. .._ .. _ _ _ -_ � .ice.,...` we, �
• ' I ' � ` ��(I+f��t'{+�i h I+l+�tl+�+f+�'t{►`+ji�llt�r�l�rltl►{+1r�l�tllflCt'��{t�f�l�t�'4�+l+illf�ti�t{r�t) tl►�ti+�+lt�fl�I►Ir�tlt�tlt�rit�tit�+f+�+l!�+ltl!�+�+t+�+f��tl+lilt�flt�t!!�!tllt!!�tf!�!illttt — � . + . . .`.. . ,-- - r-. •. � '
NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 ® I)O
DRAWING IS LESS CLEAR THAN
THIS NOTICE. -IT 1S DUE TO
THE QUALITY OF THE ORIGINAL
DRAWING. OC 62 9Z LZ 92 SZ 102 EZ ZZ IZ OIIZ 61 131 LI 91 SI bl cI ZI II 01 6 9 L 9 'S-.��.•tI� IE-.
��1r111111tnlltu+hull++ulutt�nultlt1�11nuur111Nlrutl+tt�hiMl+n+I+n+�++�111111urltllrHru1111rIu11111�Iin,'�Ir11�t111I1111I1111�1111�IIN111t11nt1�1u11nulull�lnl�unllur�rrrllluillWlUulttullntl11u11111II111I1ll11Ni�WllWlillllJlll�ll.IllllfllllllltWllllf .
APRIL 20 ' -1992
• I CD
Co
Ln
IT)
�r
.r
n
0
C
ti
c-r
I
�4.
I
I
I
I
I
1
t
V
LITHO PRINTING
8849 S.W. CENTER CT*TIGARD. 0REG0N*97223*TELEPH0NE 639-9835
August 4, 1988
�L AUG 5 1988
Debra Stewart ;i i Y OF, TIGARD
City of Tigard PLANNING DEPS.
PO Box 23397
Tigard, OR 97223
Dear Debra,
This letter is in regards to the sign permit for B h 8 Litho
in Tigard. As we left the situation, -ou needed three items
from us .
First , the drawing of our building and proposed sign ( very
artistic , as you can see) . That drawing is enclosed.
Second, the measurements of the outside area of our building.
The building length is 110 feet and the height is 14 feet at
the entrance and 16 feet at the other end of the building.
This is due to a gradual slope of the lot .
The third item you needed is an answer to our intentions
regarding the "Printing" sign. It will be removed when our
new sign arrives .
I hope this information is sufficient to grant us our permit .
If you need any other Information, please call me .
Sincerely ,
V,V,Aw4�X ��V d-ie,,�
Rick VanSant
th/
CITY OF TIGARD Permit No. SP114-88
SIGN PERMIT APPLICATION
The applicant hereby applies for a permit for the work indicated or as shown
in the accompanying plans and specifications.
SIGN LOCATION ADDRESS: 8849 SW Center Ct. ZONING:C - P
NAME OF COMPANY: B & B Litho
APPLICANT/AGENT Mike Stephenson 639-9835
The City of Tigard imposes -,n annual Business Tax which must be kept current
on all persons doing busin4 �s in the City. Do you presently have a current
Business Tax? des
PROPOSED SIGN:
PERMANENT ( X) FREESTANDING ( )
TEMPORARY ( ) WALL ( X)
( )
SIGN DIMENSIONS: 32" x 96" BILLBOARD
TOTAL SIGN AREA (Sq. ft. ): 21 .approx.
WALL AREA (Sq. ft. ): 1540
HEIGHT (ft): n/a
PROJE,.TION: u/a
ILLUMINATION: YES ( ) NO ( X)
COPY: _ B & B Litho
MATERIALS: painted plywood -
EXISTING SIGN,: "printing" sign will be remove
DINER PERMITS REQUIRED: YES ( ) NO (X )
COMMENTS- Sign will go on east wall face
PLANA'ING DEPARTMENI _ All sign permits must be accompanied by a
Permit Fee: 'Y _ scale drawing and plot plan. If work
Receipt No. : =1—� authorized under a sign permit has not been
Approved BV: D- Stuart — completed within ninety days after the
Date: 7-28-88 issuance of the
permit, the permit shall
Lpccnne null and void.
I CERTIFY THAI I AM THE RECORDED OWNER OF THE
PROPERTY OR AN AGENT AUTHORIZED BY THE OWNER.
Applicant' s Signature
DA3:bs62 Address Telephone
PERMIT TO CONNECT
City of Tigard
Permit NO 544
PERMIT IS GIVEN TIO --•- -`
a'
TO CONNECT A_- ---------- — ---- ___ —__
TO THE SYSTEM OF CITY OF TIGARD
,(f
AT._ -- .y,1!
THIS PERMIT MUST BE POSTED ON THE DESCRIBED PREMISES UNTIL CON-
NECTION IS MADE AND INSPECTION OF CONNECTION HAS BEEN COMPLETED.
PERMIT FFE PAID,;__..�-�� CITY OF TIGA
r5. ' By—
' -
CONNECTION INSPECTED AND APPROVED
- -per -- - - -— -- -super lMhndalt
i
I ( ; I rti Cit � I� �,c1t�I11Cal t� r.fr111f
- -- - — __.' Jv
Fee- --.L.s.• -----
R!'atecC tSCloCaiion .�dd�ttUn +li!rdlrUn �IN ��N 'ati ~
�-_..L.._.. ------------- C-',';INc Fi�_1��'/�7_._)• `a f/1�Q�/��/y� � ._ -
AD,);IFSS � ' l�`p_ G' ---_-- WORK ADpDREE7�SS�f _— —
PrIONC 1�!� •C ________�_ ���'r'L ICAhJT��i��[��11___ !/y� N rC�_r_ ` S�- k
tient Input Rating (8TU Per Hour)f� _ cJ Vent Sire _ Flue Site —
FUEL OIL El GAS CiJ ELECT OTHER
;TEM NO. ' FEE ITEM NO. FEL
For Issuanceot PermitI _ _ 300 _Air Condition Corepressor 15 to 30 HP— a 10.Oi
New• Under 100,000 BTU 1 4.00 Air Handling 10,00_0 CFM _
New- 100,090 BTU &over 5.00 Air Handling Over 1Q,000 CFNiY---- -_ 5.0
' _
Flnor Furnace - - _ 4.00 Evaporative Cooler__ _---- _ 3.0f,
•x= �4'alt - Floor Suspended 4.00 Range Vent Fan - 2.0:
t t•;�il !rcnts_OntY — — -- 2.00 __V_ent System_ _--___ - _—•-- :1 f>!
Repair- Hpat & Cooling —_ ---F _ 4.00_) Hood Commercial
Air Cond tion CUmprissa Unler 3 tIP_ Commercial Dui~, 5ystcm
,Air Condition Compressor 3 to 15 HP
r'
It�SF'FCTOR S COMMENT i
=,K`• CITY BUSINESS LICENSE REQUIRED FOR ALL CONTRACTORS OR SUB-CONTRACTORS
DATE ISSUED� �E-
Lit
APPROVED BY----------
— -- - -------- ��
j RECEIPT NO.
Sigrtat;yrr_• of Applicant
r. - _-_._._�...-.-. _.e.4�:"t:��':�."t':!'="`-=":..-..rr�+-..-........-�++vr+-..ani.a.w.}dv^T.at.�.+e+Y�.:f-+-Y?:c:-•.-
i
i
I
ll�
t 1� 1 ,
x +'J r,
' ►tia" G
Wr�k.7
1 _ - - - - _ _ __- --- -_...-----
�111 .1�1.��I�J�111111 � !
_1, ► _.__. __..__ ._._-.__ __._.__......__.__ __._ _____ -_ �_---•-----..__ _..._._.__......_. _ _____._._.. _ T�'I `7r
,_ _�_:� .l ._..__ __----_ ._ .--: --_ .. __._._..__.---•---...____.. ._ ._.._.._ __.----- ___----__--- - ..._._- .._ .. _ _.. _ ! .1. 11 IL: : ::. . . . _:_._:�..w-•------------- .... .�_.— �.__._.__ ---------__ y -�� ------- --- ---- — I r
IZ. 1
i
I - \
o ,
• j � .� ; � �� STUCCO C3G �� -- \ /
I NI- "' T Y /
U.1p �� � P1 . . . •�
AA
���--- �sw�1017CiL•^" �saaLr-L-t7'L'x+-+�•^-- ""st�C•-a'e�-.::--
�
F R C)N T ( fw-- A ST ) l_ �//�`T- I �jN '/4%1
2" Ag ovF rz cor
CUP
- SP�rL c)S
1 _ r-1 - -- -- -
----� 4-� -T---
I --r-
T
-T-_ - I , �-- --- - -� _T_.r
_
I1
_ I �
C0NJK) Tp SXST'GI C.
•f �
Iii , II
r
C I FDff ` G O U T 1--1 L f \\)t&,,,7 — •�, / _ I
ALBERT R. KENNEY,JR, PE (503) 244-0311 FA; 244:9317
CONSULTING ENGINEER/PLANNER VMM23"- ' Om -682--M91
DATE
E!> 4 Et) Ll H (0
$ 6 4 9 5 `r E R- CT T 1 G A2 c) OZ
�
OREGO't JOB NO. n O d sV
Y
• 'p IlU%% , SHEET NO.
opt(/l at PHWT Co J
I I I I 111` 1 1 I I I I .I 1 .I.I.f I I �1 1'� I •_ -._..-:,�-•---_ .`.�„ ..�: ... __ __ _...•..._.._ _ _. '
,, I� ,a ..� � I ( lr ( I� 1 I I I(� 11 1 1 11 I I 1 i~I~ I I I ri 11 ! ..._ �. __...•_
' � I I f � I IIP IIIIIII'�Illlll�i'Illll IIIIIIIIIII�rIIIIIIIIIIIIINIII111111111Illllllllllllllll�IIIIIIITIIII'Ililllllllllllllll'I�IIIII w � _ # , ;r--— �-, _- _ I
NOTE; IF THIS MICROFILMED I 2 3 4 6 6 7 8 9 IIO I I 12
DRAWING IS LESS CLEAR THAN -------�"" I
THIS NOTICE; I7 1S DUE TO
.THF QUALITY OF THE ORIGINAL
DRAWING. QE 6Z 97, LZ 92 SZ OZ EZ to 18 OIIZ 61 PLI 91 SII tii EI ZI II 01 6 6 L 9 SIll EI--. Z II����"
�•,` �r!I�IIIIIUUIIIIIIUu�IIuInUIlU111111�111111111II11111U1�uub111tuuI1lr�III111�IIII�II11111uI1111I1111111�11111'�11nIINIIlu1I1n1�N�}X1111Inl�Iut111111I1111111u�11111n11Iun11nlllullllJl���ll�11NNIuIIIuIlIn1111111IIIIlIIIllIH8�l111�11111!!l111111I)IIIIIIl11ll,UlHll ;;.�
APRIL 20 : 19 92 24 1
-.. ijt] __. .- _.. ._.-..._-^,..�+.,�yvi6 �"8MM1�� - v�.w.•.._w•...4:nw+ .-w...._-... •q,. •_.�_ — _._ p _, ...— � c*qN'fes^ ..., ... .. I�. r -
MATCUu * MATG CX1ST `6+ �
ol
------------
sour::) �L KIG (BY M R� yJ A t
C J IoA
�I ---- ---- - - -- _. . -- - - - - ---- -- -- _ --- -- - — — -- -- U i �� / I METAL X Sr?-AGM ZY e PTS
.n S L A3 h) , MQ I ST STOP I _ . -----
N --- •--_---^ CUT QAC IG.' T 1.12 ADEM� T RU63 cS
-- �u SL;.,S 0N-1 MOI 5 OI" /, (JN 2f� INF I - -- CGC)N9u�T W� ,G'R- E=125T�
I r.l �.E I N E 1 -1
114:
P
--— - — -- _ -- (TY c, L 47-E a
(v' t ST l= M VJf 4 4u T SLAC3 W 2U M r✓- iN 5'_Cj - 3'_d CLrL I�EML�G�� St�.t.. G k!2AP
TIN T S � CDPr .
� � r t �4 ���FT TO GD
CpN � CT1
716IFZ) INSUL L PL=-ZIMr i Sm (Smr- NOTES)
C-D N �L 4� < I�o� "" I SII H IC IGEN g� v-F Y SLAB -►01NTS
Q " S L ,6 b ONJOPP
D2AFx T S Tor`
( T I 47 G � O' I-f AN 4,
- - -- - S C(17 1 O N
�4 8124 SHT'G U
DO
(U 2:t/4- PLY k1 R .3 6 r� burr
0 _ c 1 - w DE°U=TE —
�� d y -- ±�:Lor-i=; —% PP t5
Od - � I � PU rJ G H r3 L IC. G F o►2 V- .__-.__....__ .._. '
LL ---
� �,� I �•J�R. GYP SOP F t T ----.__ ''
/ - SOPFIT' 001,,4N 7- 0 GOVE74 -i rZOSS
D-,x
A L.7 M rZ t-.j 47. �_ r-o N T R- AC-'r O rZ.'S O Fes' 101) 3 w/24
Com' ►.--�'" � I N SV L �.I� ►Z-1 1 �ATT
Q VSrz_ ICO " 7-Ji - StS ( O T HP_' rz Frzkv-vG, / pETA1LS SAME '
(ALT SH C AT H W% I/2" x 4' GYP SI-IT'G
' AaA ZLIGIG 7--or,-
r/2'' 6 P 31 ►N S r0E
2 xelp n T
P Tr"T ' p r4 \'%1-407 -
DoW 45 S1_A3 0r--> �' M01.T P ''
4 'T" le> CONT I N
J 2L —
r
Cd M P!4r-TEL7 SANS ,
T H Ic icy�, To ,''
T. ___ ALBERT R. KENNEY,JR, PE (503) 244-0311 FAX 244-0317
MCC�\<ING ENGINEER/ LANNER cs� �p - .
i "�i'
��� F!?;�.^^, �U11✓�\IV G► Crtc(=yA►v5 ►0�1 �"r DATE 0
h.JTA I 3,�4 G s'l3s`p `.,, 1� LSI ,T
01 —
JOB
NO,c�00$O
SHEET NO.
414,
Nab—
Pali.T
} � I - '. _. ; .•^+' -w..�w+.11 .. �1�... .+. .•.�.r!+n+nn^natiMM.r--++.•»'1 -f .y..r.._.. h. .�....�'- w�:'C -.:._. �. ...✓ .. "�'4^.'�'r� .. .. .... .. �I+.nw.w.,t-�.�1N,iM•.....+_-..�, .1lYi:�,,.rwrH«•.
,,R ( ( I I I I I I`I I I � I � ( I 1 I ( I I I I � � � ( I �III•I(III�IIIIIIf�lllll) Illlllllllllf�llllllllllll�illll�llllllllllllllllllllll�lllllllli'it{Ir111�;�(II�I11�1141I1111111 �._ � � 1 - .: . .._._ �.. _- 4
NOTE: IF THIS MICROFILMED �-�-= I 2 3 4 -_ 5 6 7 8
DRAWING IS LESS CLEAR THAN - ------'-- r
THIS NOTIGIii 17 1S DUE TO i
THF QUALITY OF THE ORIGINAL
DRAWING. QE 6Z 6Z LZ 9Z SZ bZ EZ ZZ IZ r?Z 61 91 LI 91 91 --*1 `EI 21 11 01 6 9 L 9 S-- b E r; 1318110
a
r
-�' ��!I�11111UI1�luIllUl�uiilnn�tullUlf,�111111111�I1NIlul��iutlu�uttlwt�wUII111�11NIH11�lllllllll�tltllll!{i1tt�,Itll�lUllllllllllf�ll�lNil>lil{IIII�IIIIIIItI�IIIt�IIII�IIIIIII11�I111�1y1�I�y11�I11111111�I11111111�IIIIIIWIHitllllllllll�llll�llllll�lllllllll�ll�l�IIH
APRIL 20 ' 19 92 .