7005 SW SANDBURG STREET-1 • f
t al/ 1J
CY
��So ,
1 ,
d' HI H w l KRhc
4,6
OF coti:,
4-4
coo
oll� _..� .✓ _ .)�, t _ , ,. �.. _ -... _e�... . ..•<..i *...-:.�-s �••...�is�. t'�.r,..as*-- '*. +.�.,. ...a. -- --w-- 1" .' . ""}"'"" - �\ \ \ � J
1 I 11 1 1 O
-' I \
_ lot
i
IRL
P"HA04 tip
.t � _ �2 SIC"f bf 1-+A O W+{� I t--•----+• .,.• ' --� �.�` � I �N�' , ,` 4� d I j `'` � �
1,1 �
I
• •,:�crari �iH1Nv ; f
� riloL1. ,
% r��! 1 I �p n. �+E� � � � � � ; � � •��r°'Her `. I ''� ��.
� l '
E,�j 4, L 1 { I V
oraLr IV
to
IF
_74-
L ? ` -4 L:?
I \ I I I
Tip
PRG' 1' buyT I he• ♦ C '\ l I �e�
apt". , pUMP 1.1CO
W hlUl k4•f0 M• MW''IDI/�l? �.J� " y:`� - -, � - - - \ ,� _n � I><'�6'� r � / �. ! ' ��_d v'' C�ta•�, / � f�{{ I � .
ftdmolm
Tim
11f L
fioFl I'L"�1� r`l1'TLP� U '«•' � �.,cs cam!' �ar7or►�f -..... .. � �'� � _ � , / II � 1 \
•1 'it �� w y t � ' I i
Z / rlJr'll' Ni ,
�1 I
M .
l'
J • J jJ1
Q. r
•i
I 1
J
i
•,• I r
`1
I
I
I I I
i
•L•, ff
,
..ff l•'
I
I
_1
f _ r {,G rr •IK.. corlGJ y 1 I � ! �r
.. '/ :at ' _ _ _ +., + ��,-- �'— Cwt,. ij '1"w;GM� w//N► I i I f
SAN v_ T. - I
fl U (0 4+ a r
P> s>
I
I-
1
:o ,
1�
_
r
I
o.
L
r a'••
1
1
a`
11
r
.r
1
i
f
}
r
.Y•
6 Y .-�i'lfC_.- C'-.ca i:'T ' .a. -. Kv+'a •A-'" � . � Y- { l - � ! I � / M , / I )
4 r
l
••�• ,'''� - - ...•s. _ - � :,� -Its 17 � / ( ;�4-• ,
4 J
i
J
'H
.Ill / I
� I
1
w�.
J
M1 4 !
q O1 ..
i•- - _.-.a--- ^` _ ....moi' � -- _ _ .._- .,.....� - _ -- - ; _—}----_ _ L - ----�-- ----- __"� -- ..r-...._...�..__ ../.....-
\ _ J �rIH
..fir L �_ -- RL►''I U/fl1?•b.O II I T`t p, ..?.AT►O�15 ( I UT I H I � �J 1 P, 071 �
p>eN.ear�� l'-�. �g -a fi I b0-�' Iq 6MG�if q=v rte, Beginning at the southedSt corner of the abovN die scrlbed y _,
I . 1 h
tract; thence along the wont lune of VII, Beaverton-Ti yyard
doh-a .fit+�' ag'•o .o e,wca� P�'v � �-o 'v•c� '� .� s''o !��->!i 1 bMCaii� q•G. ,•- -
'r '� ' t :.y R��F"'^1C. ' 5+'T'1_ a ''hG Highway on #L a_ aic of a 702.96 f(-)Ot rad.u8 curve to the
C�I�C�" "C� IT1+r-'r Rft, ��, q w4Jp1� ri-• left , through 3 contral angle of 6 degrees 32 ' 31", an
WL IPw� �uftwa— arc dlstanee of 80.26 !t'# t , (the chord bars S. 53 degme5
Pvr7TH C$ "940",r - .Ar•1p 37 ' 37 " E . 80.21 ff�vt) ; thcnc, S. 13 dor)rot-s Ob' 07 Of W.
r-�_ �
R--,wro12f0.G -0GvC z* no f I a distance of 1 .5 .OU loot; lhenc,!� NQrt.hwest,�rly 111onq thn
^6-u &A+Th& Cp4&A'!'lOh1b - arc ut a 7 17 ,1j6 foot radius curve: to the right , through
' l — - -- - - I' � Icontr1iI anc�lr, of 8 dc�grv(^s 0 ! ' 36 ' , an arc distoncf• of t.J1L
' I� E� P a�,1CAa..G + : � 100. 58 feet , (the chord berirE N . 53 degrees 53' OS" W .
,
IOC . )0 tePt) tw 3 polt.t in the south DrIv of the above.
descr1bPd trac i►icnc,: S. All degrees 47 ' OU 'l E . alur;q
,raid south lin" a dlstinvk: of 23.75 fe to to the point �I
• ,M'Itlnar*r >{�r'.r1,H.•tl.4..c.•,..sll•r.r."yk';cuaNM rN1;,.. • E: _. .tiv-., ...
NOTE: IF THIS MICROFILMED 2 _3 .-.--4- 5 13 7 0 9 (� I I- 12
DRAWING IS LESS CLEAR THAN --- —�
THIS NOTICE, IT 13 DUE TO
I THE QUALITY OF THE ORIGINAL -^
DRAWING, OE 62 82 12 92 SZ 1a2 E2 ZZ IZ OZ 61 01 LI 91 51 bl EI ZI II 01 6 9 1 9 S t, E 2 13101
1111 un111111111111111{I1111111111111111111uI1111uI111111ntI1N11nti611�1Lu11111�)JIII1"111Jn111u111111111dwl1111011all 111111111!n1l11till IlI mIllllltmillll111111111101111 +
JUNE 6
-
i
Ex/fr/wa O.S. _ .,. L. W
z �
W
C®LyyECT TO EX/Sr
lD
f" C .5 _c <
2A /6 BRC. "'ALL I
,PLACE STC/!> UNDER lL
5 �
&A. Aool: JD/ST Lnw 5 UPPE�1 � LL---- -J H�_i__ sp. s.M. CAjTRr I&ALL5 ro ROO" PECK
TR EAT E. A STUD /F - -- _ - - -
lw ;JN CONTACT N/l CONL E XiS T;NV r alj J / 0 C)
THIS ROOM - A r-- ---- :-- Al N
' �) ; U)�.
' EL. Z or W II 40 I -_ - V �Q
I0
- --
`
OL
N&W ROOF
V I y cu
I II I I U 0�
W/ 2 0't/L
LI TDP F BOTTOM 2 /saws ye' � x �
F441SA/ SHELLS
I
01 C,
I
I _
TA e A , _ o M. s -PARTIAROOF PL-AN
1NMFLUSN SHELLS I SCALE Ile. a /I
EACHTOO
--- ---r--
�
X7 1
4 N D 7-C
7"P.P. = TELE - P O W E R P L E /Q'� (a•• I lXtST.R.O. ___ T- 1 E
_2 I
) S E� l ON'
`. �• �I ------�=-= CONT g x ¢ [30LTE0 C / ^ /
t71Uf-1 ! l AEXI-4T!/va ra c wf ye" Q soI r5 92"0-C. R C �LC t... TED CEI L. /! V_�
5
C A L E . !/� „ _ /, � TRV55ES
,, i SCALE - / � /� O r� � coNr, c 5x S x �f _ ...5 G A L E .- /8 / O .,
14 CONWECT;ON ,OETA /L
� FXI.ST. iL9ETAL STUOS �
.SHOP CUT /N Nd A/ REL/TE q SCALE- �4 " = /� O ,•
MATCH AD✓ACF NT (-
PRO(//DE. F/KE SHUTTER [-UT /N .vt'W ¢ t S' 0
' rrJOr .SC,2APER ATTACH WOOD .STUDS �
.. ra GC /G"o,c. �"�,.PL r i W
4` �2 UNOE/ZLA yMENT V Td GONG. W/ SNOT STL/OS V
_ PKOi�/DE TYP. 3 X/4 Y I 2¢ O.C.
__ STUD WALLS OTNGR - ,"
Nf_w "'i i;K ndaK�t '•R,-lA+1L , -- : :.> ----::m. ...a: -- , • . ._ ..-. -_ _� :
�-_ Ax 7• / "' _ _ {. "LOAD HEAR//vG ✓ALL ' .SHOP BE yo NO
r-- _ _ _ _ - _ ,a - --;r� - ,� -BV/Lr- UP R ooF POR O E• 42 L EYA4 /NSTALLATicW
NEW ` A/EJ4 , r- Fit'
FUTU�E FLaI� R- � 11 OVERCOUNTER PLYWOOP StIEAfHIN6 /SLE NOraSJyFORM/CA rap E FRONT E/< ICE. 'NEN, J - n C7P6. AAT' lrv5ill-AT/ON 25 TRUS-Jc/S r5 0 /6 "�T✓L�/ K/c/`ERSa /G ax.
rl6 / ACJZ �5 E E S�2EPT. 4ANAGE,Q MEN E NOT LOCK E/c'S ce�c. riLE F�" NEW 000/j Y-.A.T F[DOR V. 1 -. ..� �► w �'T'y
sSi ME-USE E MA 'G/1 �_ _ _- _ Xx � _ CREDENZA it _,.•�,, -- --�.._-�_..�--.- �=N-�-----.�_,.. __' - s- -- .,..���. 11, r
�.,.,......�.._.,....._.: ._�- 115
^ M LONG /�L DO/� U' ' _ , - ��_ O I
NJ
i% I
} IT I L' s' Q' I I J 2 L'Q /6 ' W/ �2 PL y6voOD / 7- I 'o
/ � 14 A rrAC// i#1 /O d ca } O.C. E----�-
a ; I 4" CO NG. SLAB w tx'1 4S 6
�J __+ -O �_ :►. 1 I c '��� Z� PANEL BQGES G /2"O.G• LOI/NGE �+i D
G AD✓!!_fTA�LE MM (l
'BLOCK DOOR I WO! C ._ 3.'rtLYE'.YJ[ /t"DEJE I 51. Z p
IS /NT SUPPa•�tTS. 9LUCK i MESH OYER 6 'GRA✓E L_
JI �. ( P I �' ALL E OGES. ATTACH TO EL 21 g
0. I I U1 v - - -- - - {- - ----
t I ----- I _. I � c a Nc w,l 'fie "�, t3.s /� "v.c.=
LT k arl G O M R U TER V' 1, J e L._ M E�fO. trNG OJR WA LL. TO KA VIE
I 'EX/5r L_OAO BEAR/NG WALL �- 1rAPaR U/lRi4 /ER J
A 2LOVREGESSEP) --- - - C---. - AFF/CES i I 1 //s�/•sow !/0- 2 tic oaw� /Ns01 Q
LOUNGE W __. 1/ A.T.' FLDoR ---r �---
---
-T - CROSS SES. T/ON Q(
r I / e NE Gv I ,� _y (3�
' RELOCATE � ' �-- >
DDDR ANO ; ' SNE YE_S ASR .> ice--.._ i -}7 Al p�Or i WALL I s Q07 b - = `'" ( SC A L E-
/rE rir-LE � -
� f'r4RT5 I I lil
Q FL✓U h' Tr r.'� /L/NG Crve/nrET
MA NAGE/ �.'„ - -- -- - - - - �j�EM4h'E REMOVE :11 REMOI�e�
-- -- s
lI -P .RT.-,5_ I CREDENZA ( .oAc BF_Ar�L/n/G w.v4 j Zx� srtaos c /`
+ I PATCH QQO'R \ ) 1+'LAc E _-STUD UNDER EA Ioisr• ATTACH
REwZ 1f/EW DPEN/NG W1 /8 0 A. &. .s C2 - O' O c•
P4TCH OaDR "&WYE WALL r
A C�9l_TI0Al
i4NA FR_ 11vEvtr 3j n"X 7'- c" IV;
ifX/T DOOR FREE zO - /O ZZ- D ro
KNOB FROA1 /N5/,01 ,f--__-- _ ..- r
G-EHEBAL O�F/ GE vcaR/FY I�
I 7_1E
i✓ns
A TYPICAL NON BEAR /NG WALL. -5 - 3'' STEEL
C- I 5Tva3 w/TN "z " Grp eoqqo BOTH SLOES. WDoo 5ru0.5 o,k.
2, TYPICAL LOAD - Bc'ARING IVA445- 2x G 5T[/PS
/G " l�,G• .f'LALE _ T :'� [1 voe/1 F /aCN JD /5T -
1NANA6.E i rACN T CNC. s/ " *� ( I
_ R
RELdCATE A / G comoxA.sSJR r/v r'►'f,ECNANfcAL
KOO/N ( 5EC0/V0 FL,DUr4 ) NS 0/RlrCr69 I I O
- _ , �, " cvL o ✓n/Nr
/NAN I ¢. USE � CO' X f'LYIvOOD ROOf SHEATH/Nv ,9rrACN � IlK
f 11YANCEI� PLYWOOD W1 Bd R/N[: S//Art'K /VA/L5 Ca ( " ALL EDGES l O
5• RovF .l4/5T MFR ro sUBM/7 SHOP DzvGS. GALC5 ,. I I I 111 ' 4.
f1/LL TO ENG,'wEER E c� /rr FOR "gPPROv.4L L. L = SU P5 A , ¢ C.ONCREkE SLAB
,p, L, = 20 /°S/r- Fot PART/T/UNS , D-L , f- At fECN, _ /S P.5F W1 4 x ¢ �/
'TOTAL- LOAD = 63 !? S.F- DE<'L_EGT/ON PER 197!9 U-[QG, . to GRUsNE� RDGK
I O 'usE 25 T✓Ls /G " ,2.c, PROF/�7E 2 /'•'OTCH PLATE. S
I
I I 6►. SPR/N/<LER NE" W ARRA /N ,gCCC�RO.•4 ,VCE k•'/TH
n .� NFPA !'�7 vIPNLFT # /-;.
7. /NSrALL N1 til' /2 A /2 A *t "MINPel 4- F /.''SL'REL0 ACM/ST/CAG
T/Lef •,qT CE/L./ti'G Of .51VOP LUNCH 1?.C)OM- 5FCON0 CLo0A
I II O
Docot E REL/re OCTA/L.5, CREDENZA DErA/L.5 AICD OA,4PERY
POGKEr DET, 145 Tp MArG// EX/,5T/A/G CONSTRUCT/ON
FOUNDA T/ ON PL A
'7' 13
I s`,4 L_ E is " _._.. - -
_ �•� • / •
Or F I +�,+ E L_O 0�t �L A N
APPROVED FOR CONSTRUCTION
s c A L E i's " - ; c' " CITY OF TIGARD 70e6 S 47 ,
PERMIT NO.2�� SIT E ADDRESS JlaN&ArO� sf • A
I
v
.. �IIIIIrI III 111 Ill 111 Ill III III III III 111 111...111 ill III III Irl Ili III III III III III III III III III III III III III III III III III III III III III 111 III III III III III 111 111 `� ^ �
NOTE; I F THIS MICROFILMED - I - ---- 2 3 45 6 7 8 Q IIQ
DRAWING IS LESS CLEAR THAN - - --THIS NOTICE, IT IS DUE TO
THE QUALITY OF THE ORIGINAL
DRAWING.
OE 62 82 LZ 92 SZ b2 Ez 22 12 02 61 E I L I 91 S I b l E I 21 11 01 6 9 L 9 S b Ez 13'..pw j
��uIIlnluuluulunlulllnll�+ulllullnull�lllllulllllllllllullllll�LUIIIIII�LIuIIfiIl111111!UIINIIIIIIIII�lII111.IIIIlI111lIIIIIIIIIII)ItiI1111IUilIIIP1It111IIIIlIIIUIIIIIIIIIIIIIIIIIIIIIIIII�IUIIIiII�llllillll1111111111111111ll1�11>IlIl111LW1111�11111WlIllIIIIIIlI1UlIlWIl171 � '
JUNE 6_ 1990
i
1
A
&wv a
yT
_J
6 6 v
--- :i rrYl�Povw te t'
_ t5 cn
.r N
i r ♦ I ANA> J S, ^A M"•*i' • ' P'AC;f. ;.)F
,•�S �,AA ��"�� I O�rGi •��IOfl1r'1. GIr
',•+r • N ( �� w r+c-+l .xoc G Rw J p f A )K.4
�l-
GAL D
io s I '.O 't ._�'` i �!a y - C? '�•'�.�i i ' Cf, pF ow mol t ; ohc E• QI` wTd o6p
-
r
_ W me-mg lvMb x r Ifltu AccoMr��i/ l► G
_ I b
F I lit G�JtiK
al
tet_ oft S6
, , •c.
Y ftp 2"� ►�R w�-+ -- t�j _� t`, l L
40
� I __ � � -G''1—.- ' 1� t I ' 4 �� � ,�• Itre'-•�w--►•: a �+ j. �' ��rco a �
�, � ! ---' `� �.�w^:•�•vil�l arc �-+G .
1 , I l Tai GCMD• G►.i P'R� "4J-
�••— A � rw fr,,,�5pn,•r+s ►,r + +E o ac i O
sr_c��RVl .:�p 0 -lie C*409C
ill I �, 44.f1�^
LO �-✓vet
- 4iE fILC� > J .01
a ' ♦ �' 1� 1 r i
xd
w -A ' ( /'W'►w- -�o H\ffi� �\ v
A Iti1�/�f Cs ,.� r� '�L i✓ �>►�f�'K �'",+2
-71 ���}�
'�.L r''y'.1 i r •+ � 6J HK&
\� ,
b Woo
{ 'Y �V Y� Vic{ «r �- �JLkJ 4�•t�l"I
//F i� b Ile'31C. I�►���y r-' ►�I + C•Ovt• v �f j
rte• PUOK , �'�
O 71�j �►Odvt � �
O,C� i , \ I I y "�• I
,� 3l
,..lro� �a�r-'�.�.7J� �.�.,�rr � ; � + �'` �.;SP �w N H� � •� 4 ! i I
1 1
r _ i,
It'�"'R7v✓ > �. .- _.. , ;(_�., r �Y4r 4 'S �..,6�Lc !�'\.'+� � ,� 1 . .i� � 4 ""'�""t""" --►-.- - ' {}--- .....-... _.___.__...----T��--_. ;��_.__.•___._.__.�._._._ __.— ---- 'H � �T
it G�M.K �f DN s?>���. N r
GI H a c ..7,y -L10leht "O"M `
ir
A"�.�. ams ' '�'''�'`'
rev t s►on
�4 14)
C--/.J�B
A4
scale .�
Ciat a 110-a-71
shoot rx.trr b�►r
4a♦Eo ,MRh.aim.Olt
- y .._ j�Itltl�IIIIItIrIrltltlrir�_Itltltltllll�IlIIIIIIIIIItIIIII�I111IICtIIT�IIIIIIIr�tl111')IIIlIIIIIItItItlrlrllllltlrltltllllltltlt�111IfI1IrIrIrIIIrI1lrlrfrlrlrlrtllltlllrfrlllitilrlllrlrlrlrlrll � r `
NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 I I 12
DRAWING IS LESS CLEAR THAN --�'�►
THIS NOTICE, IT IS DUE TO
THE QUALITY OF THE ORIGINAL
DRAWING.
OE 52 82 LZ 92 SZ bZ EZ ZZ IZ OZ 61 81 LI 91 SI bl EI 2
I9 11 01 6 • L 9 S b E IZ- II•"•Y.11a/ �
rll�nnlnn�Inrinnfruilnulnulrinlrlllll111II11111111I111111111�1fr1111utIltlilll.ItlfllllllllllllllLlflIIIIIIIII!IIIIIlIIIII�IIIIIIIIIIIIIII1ttilflllllll�IlUllt►�tfIIIlI11l1iIIIlIIIIIIIIIIIIIIIIllll�tlll�lul�llulwl�lu�uullullul�Jullulluuluulull�JJ�(UUIllIIIJJIIIIIIIIN 1
JUNE
1999
•
q GENERAL_STRUCTURAL NOTES
I� ? ao' r'i. EXIST. G. IJ 2 ✓' IST. GENERAL:
'„e •,� n., .,1': J'� , �6LO� I I��CXFLlr ,
,�,,i ' _ ' 2O,_w _ , 1•- _- --
I . SOIL PRESSURE ASSUMED 2500 PSF D.L. AND L.L. PER DAMES AND MOORE SOILS REPORT
DATED AUGUST 30, 1971.
EXT RACE OF
I,
EX18T. WALL- � � 2. ELEVATIONS SHOWN ON FOUNDATION PLAN ARE MAXIMUM ELEVATION TO BOTTOM OF m '
SIM. FOOTINGS. FOOTINGS TO REST ON FIRM NATURAL UNDISTURBED SOIL. NOTIFY ENGINEER W i
ff F.XIST 5411 SCi . x 1'-Z" - 4x12 SOLID BL OGK'G IF OTHER CONDITIONS ARE FOUND. w "'
I HM.DC•.x: >- I FTG. I f94'-O 91; IN 3BAYS W/ 51MPSON x a
�N •� -� •" I DOT. FTS. EL. 24-5.0' J kANGERS AND SA3ro TIES. 3. VERIFY ALL OPENINGS IN FLOORS ON ARCHITECTURAL, MECHANICAL, AND ELECTRICAL a c�
i. -r - � 53£ - Z PLACES4. SEE PLANS
12' x 14-, MOTORIZED AND DIMENSIONS NOT SHOWN.
A�J S. CONTRACTORTOVERIFY ANDCHECKALL
r - . . - -- -
, I - 1 ! I �- �, 6. DESIGN LOADS: BASIC ROOF SNOW LOAD: 25 PSF L.L. , WIND PER 1976 U.B.C. TABLE
I I GVHD. ROLL UP 000k j �� I 1 � � I 23f, SEISMIC PER 1976 U.B.C. ZONE 2. I
N I CENTER ON PANEL. z 7. NO EXCAVATION SHALL BE MADE BELOW ANY FOOTING CLOSER THAN A ONE TO ONE SLOPE o z z
r-' EXIST. FLfL . E.L . 248.0'
FIN. FLR. EL . 248.0' I / �- - Ig"TQ-G COX PLYWOOD TO THE BOTTOM OF SAME. z 3 j
/
I ATTACH W1 lOdCOMMON C. I O o
ALL PANEL EDGES AND8. BACKFILL AND PIPE TRENCH EXCAVATIONS BELOW FOOTINGS WITH LEAN CONCRETE TO
INTERIOR 5UPF�ORT,5. BOTTOM OF FOOTING. '
I EXIST._ 1' p"x 0'-10" FTG Z 1
WHERE REFERENCE 15 MADE TO ASTM, AISC, ACI OR OTHER STANDARDS AND SPECIFI- V O I
CATIONS, THE LATEST REVISION OR ADOPTION IS INTENDED UNLESS SPECIFICALLY (,
DESIGNATED OTHERWISE.
CONCRETE: ,J Z O
J
1 . THE RCI STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS W Z I
ACI-301 SHALL BE FOLLOWED EXCEPT ITEMS SPECIFICALLY STATED OTHERWISE IN THE Z ,� z I
YcoLC JOINT I I ( f ul j' PROJECT SPECIFICATIONS. CONTRACTOR SHALL OBTAIN A COPY OF THIS STANDARD Z oc Q
FOR READY REFERENCE ON THE JOB. 0 w a
Z
' I1 EXIST. 8r CON4�NALL 'I T U 2. ALL CONCRETE DIMENSIONS SHOWN ON THE STRUCTURAL PLANS ARE NET DIMENSIONS. V Z
SEE ARCH. FOR HOOF 3. STONE CONCRETE FOR ALL PRECAST WAREHOUSE PANELS TO BE f,' = 4000 PSI AT 28 Z m
SLOPE, ORA WAC_E ,I I
DAYS AND ALL CAST-IN-PLACE CONCRETE TO BE f� = 3000 PSI AT 28 DAYS. BOTH "' w
PATTERN4FC.A'.ININro - IN ACCORDANCE WITH SECTION 2604, 1976 U.B.L. D
N I CWTAJ L.:.
IFXIST 7e SO. x IE I a I 4. CONTRACTOR TO PROVIDE ADDITIONAL REINFORCING STEEL AS REQUIRED FOR LIFTING W Z Z I Fr6 (4 TOT. ) I STRESSES IN TILT-UP PANELS.
D I BOT. Frs. EL. 2x5.0' O J d
* --4'-OSQ.K I'-2." T. -
REINFORCING: 0 D
to IW/rows LD
Lw.. OT. V I
o' Lu
r- ZQw
�T _ �..� _ __ -_ _ _ _ II 4V w I I 1. ALL REINFORCING STEEL TO BE ASTM A.515 60,000 PSI YIELD POINT. 0 O U
3 PLACES, ' j - J 5_1 j' I \ t� t 2. SET MAIN REINFORCING STEEL 2" FROM FORMS FOR COLUMNS OR SURFACES EXPOSED TO W
2 Z a WEATHER, 3" fOR FOOTINGS AND OTHER CONCRETE POURED AGAINST EARTH, 1" FOR JIM
3 1 f r I S SLABS NOTEXPOSED TO WEATHER, UNLESS NOTED OTHERWISE. O p
EXIST G"CONIC.WALL d I_ I ; 3. REINFORCE ALL CONCRETE WALLS AS SHOWN. Nyj u a
- I CONT. 2 x4 Nk ER -
0 I `EXIST. P-2"x O'-B" FrG. ON TOP 'IF ra/L . X I I 4. PROVIDE 2'-0" X 2'-0" CORNER BARS FOR ALL HORIZONTAL HALL STEEL AT ALL 0
to I CORNERS AND INTERSECTIONS. O
N I I I I 5. SPLICES SHALL BE LAPPED THE GREATER OF 36 DIAMETER OR 2'-0" MINIMUM UNLESS
2 I DETAILED OTHERWISE.
6. UNLESS NOTED OTHERWISE, PLACE 2 - d6 OVER, 2 - r5 UNDER, AND 2 - *5 EACH
SIDE ALL WALL OPENINGS: VERTICAL BARS STORY HEIGHT PLUS 2'-0", HORIZONTAL
BARS OPENING PLUS 3'-6" EACH END (MINIMUM).
�_ J - - = II STEEL: «...a
L/ m
6" S.o.G. W/u4 L41'-Oj J L V All 1. ALL STRUCTURAL STEEL ASTM A36, FY = 36,000 PSI. DETAIL, FABRICATE, AND WELD
E.w. (I . CL.TOP) w ( I ✓I A I TO AISC SPECIFICATIONS.
C
_ ( -)GRAM I f \
2. INSTALL SECWIUARY STRUCTURAL MEMBERS AROUND OPENINGS IN FLOOR AFTER PRIMARY Z `
STRUCTURE IS ERECTED. z Q '
SUBMIT MECN. UNIT 3. ALL PIPE COLUMNS SHALL CONFORM TO ASTM A501 , F 36 KSI, OR ASTM A53, TYPE Q
SI MPSON 8411_ I SIZES,WEIGHTS, ANb Y _ W
rHANGE.2S W/ SA5rd LOCATIONS TO THE EOR S, GRADE B. LL
N I I NI ' 51ESMIC TIE. TYP. I ENGINEER FOR, TIMBER: O
.
�4 EX15r. 7- 5Q x Ire FTG. APPROVAL I LL �•
_) TG. EL. 245.01 j I I I 1 . ALL LAMINATED BEAMS TO BE DOUGLAS FIR Fp = 2200, IN ACCORDANCE WITH 1976
4_1 ,.O'SQx V-*J" BOT. F
a / +5W/SO4EYV, BOT. U.B.C. STANDARD '15-10 OR 25-11, UNLESS NOTED OTHERWISE. USE WATERPROOF GLUE 0 z Z
- UNLESS MARKED OTHERWISE. SEE ARCHITECT FOR FINISH DETAILS. O Q
- - - - - -- - - - � -- - �-- - m - a LY
� _ 2. ALL SAWN LUMBER TO BE NO. I -GRADE D.F. (Fy = 1500 PSI) PER U.B.C. STANDARD LY 0
L .-_ _t �- _ L--"' NOTE D
- '1 NO. 25-1 .
I INSTL... ALS PARA2Ci'= I- � to
2IN ST12ICT ACCORDANCE - p
/2 PLACES I W/ MANUFACTURBR5' 3. ALL PLYWOOD SHEATHING SHALL BE APA CD GRADE WITH EXTERIOR GLUE. EACH PANEL 0 O
�•�. 2 PLACE,, SHALL BEAR THE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATIONS, AND Z
�.t INSTRUL;TlUNS. SHALL CONFORM TO U.B.L. STANDARD 25-9. Z l� U Q
4. ALL SOLTHEADS AND NUTS BEARING ON WOOD TO BE PROVIDED V'ITH CUT WASHERS. Q Q Ly
5 w
Z uJ J vi
FOUNDATION PLAN ROOF PLAN o Q o
GRID a o of o
RID I-Fo" CI STO. STL. u,l
PIPE CDL, Z f--
-GUT SLAB REINF. J�
EA.SIOF. OF 5B" x I'-O"M.b . -c , LZ
COLD JOINT �". YIdILL It�FTG'
'� I � BLOCKOUTd O 1 �--
A.R. GA, � IN FLUSH SHELLS FILL W/ I i �� (�/4 �-> �
_ CONCRETE I�- - _ [Y
,sURKE KEYED 3�H ROD C"1 S'-o"9E G"RNOO�T`.�NRINK Q
kOLO JOINT- I rpREASE ONE END. 7F3 TIES @:o" '., I (�
HOLD LEVEL NORMAL -- GROUT SOLID
TO JOINT. T�' W/MASTER.FLOW - , , T FIN.F LP_
$313 GROUT, e Go" DOWEL TO FTG) r -- ti
y .. . 6UILDIN6
t, _ _ / " " ' `'• tA.6'S, 4#4 VEIL.'.--
6#4 VERT
FIN•GRADE -� 1 (DOWEL TO FTG I _ r TL> FTG•� �1 �! i \�
W !a#S E.V..
_ 1
t
` ii 9" t3ELCWJ L'4#B VERT. �. . ��• ' • !A, �"{� .c. •: ,t ✓ I - ft? aX"-'':1 X1'-2„
i+� 0' I EXIST.loA:ADE DOWEL TO FTG,
-- 6," (3/4-
cof wAcT&D GRAvFL _'.`l. Is DEEPER I -2° .1 3/4"cl, y4"CL . a �2, (OOOP FF FTGJ ,. ..
6 ►'V I - _�' SMOOTH
--z*s CONT. -- ---I A.BS/4DOUBL6 NUT
F0071NG EXCAVATIONS AND SUB P.AIiF
COMPACTION TO BE APPROVED BY
A LICENSED SOILS ENGINEER .
c� LECTICN ,� SECTION 2 DETAIL ;35el
DETA ; L 4 DETAIL 5 . DETAIL � SECTION
5 r4n_ I, _n" �!- I L':" _ I,_ On J-I t/4" 0" 9/4" � I O '.1... . I' o ' " _ �_ " 7, „ 5-I �.. ., , J-I 54 - I O S- I Ai/4n _ I,_On
,T♦ 11/11111 1111111 1111111 In�lll 1(111(1 1111111
I1111111 If"1111IFEI►mI III III IIT TJIIIIIIIII IIIIIII 11111 F11IIIIII )IIIIIIIIIIII 11 I
NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 9 111 I III i III I11�0 111 I III I 111 I III l III I 111 I III I 111 \rl
11 12
DRAWING IS LESS CLEAR THAN '
THIS NOTICE, IT IS DUE TO
TIE QUALITY OF THE ORIGINAL
DRAWING. OE 62 92 a 92 S2 OF E2 22 IF OF 61 81 LI 91 SI bl EI 21 II 011 6 11 '9' 11I1
9IttISI110I IEIZ I"`.
,nllnullullunluulnnluuinulunllnlll10II11111111I1111I1111RµI1R1IpNiU11IIR)IIIIIIIIII�IIIIIIIIIII!IIIIIIIINIIIg1I1111III11IPNin9IlILIIIHIIINII{IIIIIGIIII�HIIIIIIIIIIIIWBIWIIIINWW�9H91WIWWIUUHUUWIWIIWIIINW1lIlIDLIBIIBIIDllIll11 _.�24X
JUNE 6 , 1990 , .
I
r
i
1 r 1
I E}CI:TI N�
-� ... — r
ti
I
5 TfzIM F3,6 QS I I t
-2. * c5 "TRIM - , i I �� ALL. 4 PANEL. o
w
u
!✓DCnE S CT Y F' j U W
# F,r�10"5E.►I
X14�*Z 12" 91(- 'VEPT. F�A. PANE�
' .#4 IZ'� TW EA t ANEI� N.,
I
� G ! �'IZTH � SG '7N WAL.LS
Tr P.1 ALL- WAL-L 5
a F7 �, FULL_ HcAliz • l }
i 4 W44 Co,, C /c FA ''WEL. I
I� Jac-inOT 0,'AL .. DNi.`I"Yq n Fl�,i
'TVP/hi L_ rANEL_`� ALL , i s
24 r-11
SIC' % CEtNTFv YEWS ON PANE,-.
C�THERb1 i5E . I z
z a
ul
I I I i I
2 tit(o � � FIN, rLJZ . ELc fi � II , _ --- — - 1 - O
LLJ
T 1-
F!N r,FAI'E —
% Z
Lu z
Z z
zuj
O w J
w o..
Z J
I O Q
0 RT N L E VAT I I�` ' `JV E S T E` L- SAT I QV--- S O U T H —_E-LE_VAT 1 O N1- LLJ
O Lno
Lu z
J 06
- Ell .c� � Fc*7= I,�TaIL5 NOT 5NOVIN 0 v=i J ::E
_
I- aW. a
I S 1)4- W V w N
i --TTS I r -Rc F" LIN E
DO K40T 0VMQ NOTCH 4)k 12.'S V ---- - z
, � J
WANT TRE.ATEP % - 3/4" THRU eOL.7 ' I ~
3xCo w/INW(t ! �� 4�' SLY. I N ' O
F&RAL I--cTs (Ql 1__ c /Q„ 1 �2
a.
,I I
• '� 3����� SIDE F� �� �
CONT 5 rc 5 x -VS" 1 -i A,
4/4"(:�FARAI3OLTS-- �.
EF.
A. 51 UE A .;DIST - �-x' - 314' 6;,5E;,4
; 5E
',qt � /4" c ►� E � -#T FP__GA. /2" F_BevR �
(ji 1 ST p. s 7;--
P.,
P.,rE - r5
COL . s
all(t I � �� �
Z I
LLJ
�� N I CT1QN ECT ' 0' c,
"
?/�
r
W o Qu
� D
- L Cf1
• U cn '
0 IIJ
V) W J v�
Z Q 0
O `� o
�_. O c� o
Q Z W
> W
11J LY 0
11J = c1l
Q
1
4
S H T. 2 O F- 2
fMANND,l 4 LO PI,RTLAND, 00111110001
. ,..,:� r...c .,r....•r' '`• ....,:,.. r+r.h ,Yef. ..p,+e�xYv_,� :V�GV' f
n I I I1/1 IIII 11111111 I 111 111 III III III III III I�I III III III III III 111 ISI 11I Ili III III III III III 111 III III III III III III III III III III ill III III III Ill 11 Ill rel �J I II I l � l l l � l l l l l l l � l l l � l i l l l l l ) I I I � I I I � i l l � l l l
NOTE: IF THIS MICROFILMED I� ....��. 2 3 4 _ 5 6 7 � 9 110 I I 12
DRAWING IS LESS CLEAR THAN
THIS NOTICE, IT IS DUE TO
saw
THE QUALITY OF THE ORIGINALits
DRAWING, QE 62 82 L2 92 SZ IrZ Ez U Iv U f BI LI 91 91 bl vE'1 21 II Oi 6 8 L 9 S b E Z ,WOOL "
�r11111111UIIIunlnnlllnlnnluUI111�II11111111111111i11I111�N II '.-..I '----I--. --I. I
Ilhl�lulltlll�llIIIINI�tullu� �illllllu!lIIIIIIIlI1Ft11111II1I1.11Itt►ttltlll�Ul�nN�tflllnlllllUlilll�lllll111{I)IIIIIIli�WlllIIIWIlIl1l1�1 �111111111111111J11�U1111111�11U11WIlUI�WIll11
_ 199
o
�k
,Y - -.�_.--. ---+..�...,....��"-�"'^...•r -Vs -r+IR11.,�.� --�.•.,.- .._..r. a..._-.. -__�u,�._ ...a,....�,r,,,�,�--. �.ue:..a.e+...���......•q�,y.... ::,+._..,.,�...-..Y.r.-.._.__ ...__..__•.___._••--_.,.�..,�.....y.-_•_:�•--.�.��'r�.- J+•... •�.. ... .-�. a..•.. r,,. ,�M1�,,•..C:�,,,,..,._._._.. .y'_ ........_...... ....r-- __.W_. _ _ ._ �.as.,...,.�.- --