11775 SW GREENBURG ROAD-3 Vo
r�
W. ErtIEST LnBq 't
' .R I U,tI D.OF f4ONU
r �ti
OF
N
CENTERIM
sw umemid
i
�\ I
y
t
S'-6' 17'-0' VERIFY
4' CONC SIDEWALK I
3 1/2- AC
2- (3/4' 4INUS) cFtij
.T•
T 2' wIVVS
FF
EXIS EE
ZMINSLO)PE ---r 0 REM IN �c
�..— 2x MW SLOPE / ! F LO T ION \?O
sp\ �O,
Ir EXI NG CATCH BASIN
NOTE: VERY REQUIREMENTS \`p. W/ S OUT TO PARKING \
WITH CITY OF TIGARD HANDICAPPED PARKING SIGN i� LOT \
MARKED WITH I N'T E RNAT I ONAOF % \ F1*5 1REE
SYMBOL OF ACCESS AND THE TO BE LVED
FOLLOWING IN I ' HIGH L DSCAPINS \
LETTERS--
'PARKING
ETTERS--'PARK. ING WITH DMV RE VE CARPORT , o, O• B�
DISABLED PERMIT ONLY . SHE EXIST 'G O'
VIOLATORS SUBJECT J ONC , V I NG �p,
CB NEC
TO TOWING UNDER r H PG \
ORS 8 1 1 . m 0 3 TO S1U�OU NEW E TO MA N
AND A FINE UP ALt `r A''
-1 FROM STREE CB LLJ Q
TO $250 UNDER y b•�r. "•� '�� C` �,9y \ (t5 CAL M I N . P ~ r
2 TYPICAL ROADWAY SECTION ORS s 1 1 . 13 1 5 4 ti
c YAC povc'AN 2. � �- coo c� l�. 0 �t".
C gNUU �+ ASH V coo
I \ �fU)cc C14
0 V
�� g d
LLJ"j
'o 4 CONC
O•
WALK , 4 ' -0 z �...IW
I
WIDEi
LANDSCAi:, G CONW V d.d,
NOTE:; PROVIDE FILL AS
_ TOOF CXAY/SANG H •• AREA I AND PROVIDE RED 70 LDRAflI NAGE TO KING •
U OUSE CATCH BASIN. PROVIDE �Q r
LEGAL DESCRIPTION I
p RETAINING WALL TO MATCH �
EXISTING ALONG PROPERTY LINE
TAX LOT 500 , 71GAADVILLE PARK , EXIST 'G 4' SEWER LINE- ASSUMED BIKE RACK EASEMENT ,
SECTION 36 , TIS . R 1W. WM I _ — — .— —. .� --. -- — — —� -- --- --- — - 1- 'U ' TUBE
MAP NO. 1 S 1 35DC SET I N SAB FUTURE STEPS
I N / \\ DC WALK
ASRC(k
•.`ti~ ACCESS TOFSflIAflED
;/LANKSCAPIN\ PARKING
ADDRESS
� EXISTING f
11775 SW GREENBURG RD . FENCE
TIGARD, OR i � ENCLOSED
yep CONNECTING VERIFY EASEMENT
Lu I ��� PASSAGE EXIST 'G CONDITION EXIST 'U
OWNER z
FENCE
JUDY WEBER
11840 SW LINCOLN
TIGARD , OR 97223 w EXISTING CONC WALD
w I rTO RESIDENCE ENTRY /
ARCH) TEC) I 1
w I EXIST ' G 4 ' SEWERI �
ERNESI GOBL E �`'`
` L I NE -- ASSUMED •QN_
821 NW FLANDERS 4245 L I ------_ I
PORTLAND, OR 97209 _
cn
_ A. C . PAVING TO I — -- -- — — — --
CITY OF TIGARD �'_
--
COiVTRACTOR x
w I ROAD STANDARDS
RON JOHNS VERIFY EXTENT ` EXISTING HOUSE TO
6e7-9135 I L1J EXIST I NG REMAIN AS RESIDE►�:�" /
LICENSE 154532 { EXTEND SIDEWALK AND co GARAGE ,
CURB , CURB CUT &
< APRON TO CITY 01F
TIGARD STANDARD''
I -VERIFY DRIVEWAY L �'
•
WIDTH AND
J LOCAT ION '0`
I Q a
! I EXISTING
U R . O . W IMPROVEMETS CARPORT
I •_ ALONG 3@ • 78 ' OFIN
FRONTAGE ONLY
__jI / Approved.............CITY O..TIGARD
......................
Conditionally Approved .....�.b...C................................�t
For only the
PERMIT NO„ ��/
`
$O` See letter to: FcAttaci;ov. ................................... ........... .1 1' .
I h
\ NOATH Job Address: 34
_
I
SITE PLAN By: (
1 ' s 10' 0'
TUAL4TIN VAI LEY FARE MARSHAL OFFICE
APPR��VED . • . . . . . . . . . . . . . . . . . '•'�SlC
COPJC`I"r!nNALL`.' A PriOVED . . . . . . .
APF410VAI. Cr' rlA�'S I NOT. AN APPROV O
(?MISci;CPJ:;�'�U Eii T'S. y
ET p. . . . .
PLAN GA
y
F0.)P91.02111
!
1 OF 7
• + ..._. � r `IFfTH•1;'8 nO4WMgT IS LESS , IIIIIII T�III� I IIIIIII IIS �f !� 11t� rit1 T fit I� I , I7 p17�"F i �lll�� �.ili � l I�III ! I�!li � ! I� Illli I � Ili � i I � il ! ! I � Ili �l I � r � l ISI+ ! � I I � I� i �! ! � il !�! i �� ! III APRIL 2 r
LEGIl3fE THAN THIS NOTATION, 1 I I I I 4 I 1 ' ( 8 I I �O 1 I 11 I J F1 6 1993
IT IS DUE TO THE QUALITY OF Nu.16 ����•� :; 1 � ""�
THE ORIGINAL DOCUMENT. — -- — — --- � ---
SZi ii �oI 8 L la 9
���� -TE — >� ir�up
IIII �i�lll lllll�li lllllllll Il��lllll UWIIII I1�11�111.W11 IIIW111 Ilitllil llU�I� UI llll I 1 .
Illlllllllllllillll Ill�lllllllll�llll ILl�llll �Ill�lill Illl�llllillllllllllllll�llll ����►���II�IIIIIIIIIIIIII IIII�NII
!
I 4 , pence t-.ribbing P . T . CF
a . Decking Tight-k riot ;:edar S49 :% � '•, t
Provile soli, ':locoing f,.)r �o ist3 end r , f1 erg �t uear ir.g W. ST
- - walls ind beams . Provide bridging -,.:d -r-' ref,topping %s
- -
required !:y :)de .
GENERAL REQUIREMENTS �, „ tt r•, 1711► _ ._
1 G _ .. . wood �+al . _:�Pn Ing �, be ;5 _ :.X �nd3r:l rr.3r;ie o i '
'"herr +: e yeneril in nature 3:1d itre mxter4or glue . ►ase exteri )r '-,►pe plywood f•)r 'zposed ': ;cations PORTLANC,(I
.',
st•ar,9a: t^r ion . "''.e r3r3wlr,gs :veli ?:�+.r►•rr rr�c -!.? such -,s soffits . - nstall with long dimension perpendicular +o
norer the extent _tiown . framing members . '
'"he ai: l�!r :!:al. er ify yll � itaanslon! end c,;n<ji` : ins n : . 5 ?lyajood roof and Floor sheathing to tie 19/ 32" ^DX standard grade
�ifferer!t �rawinge '5nd ":e clr ;d and „ ' _`y ;r +t :2-Iter : . with exterior glue . instal '_ with 'long dimensir,n perpendicular `o
.ny 'i_crepancies 'ttf_r•e ,,,r^cPed ' rt9 framing members .
�rcrac~nr -o provide - .^.e ,ecesoary +ipporr `or w�,113 xnd f'_ ur_ A . �pticnal : ')se oriented :strand board wall , roof ind floor
Nricr t ) +:-ompit-tion the vertical and '.oad =ystomq . sheathing APA approved equal to plywood sheathing .
4 The contractor regporrsible for safe and clean �b _, IL 4 . 6 71ywood soffits to be 1/2" APA 303 siding with rough-sawn face .
�'ondit:ons . .I . 7 Pre-fabricated roif trusses
5 All wore= to be d+:ne in str ict compl lance w i th a'.1 governing Bodes n . Trueses to be les igned by ,nanufacturer ;onforming to 111
and :eagu1, attons ;�PPlicable codes and regulation:; and suppled with •311 part--
ontrictor shall 6e responsible for -lipplyincg X11 :nb contractors 'ind -.ccPssories necessary `_or s _-omplete installation .
with ip ` date --onstruc;ri )n Jocument , including =..f,eclFicat:ons . Submit shop drawings to the Architect .
'-Csign loAds5 . Proprietary wood ►.misses/ joists as noted on the •'rawings
4 . Fluor rL 5D1,10"P
sf Q shall be lesirgned by the manufacturer to resist all loads
E . Stair .- ;i,c: / psf indicated under design loads, and in •,ccord3nce with methods
^ . ^er•kg 60 psf and stresses provided under the building code .
D . Snow load 25 psf C. Furnish shop drawings in accordance with spec;ificatiuns for
r . Mind ' ,,_0 A0 mph rrposure = review and submittal to building department prior to
F . Sei_mic UBC "one : B fabrication. Indicate all neressary Information as to
G . For,t !:;g ')es : 3n > I1 t.rR«nre 1500 psf assumed erection, bracing bridging •i.. <>t'her items to provide for
2 SITU WORK suitable installatiun.
2 . 1 Site preparation 4 A Nailing schedule
A . Strip usable topsoil from areas to be cut, filled or where 1 Framing lumber .o be nailed ,s rollows :
any construction 13 tc be placed . Store it in an approved a . •Joi3t to sill & beam "-9d
locat - •;ns ;nd protect it from loss and from nrlm! xturr of h. Bridging to joists i, hlocking '.-Rd WA r-nd
debris Sole plate t,-, foists 16d I
. '_' Far }.work Top plate to stud, end nail 2-16d
A Approved ;materials e . Stud t,-) sole plate, t')e nail 4-9d
^leapt, yr<anular , atura.' N•arth materi,ls frpP From f . Double 'turfs, face nail 16d 1 24" )c
rgani� mister :�l ,nd excessive voll!F Maximum site, 9 . Top plate, laps 4 intersections 2-16d ea end
inches h . cont . hdr to Qtud, toe nail 3-8d
rushed r ick : "ruin-d fragments of rock, coarser i . C1.g joist to plate, toe nail 3-8d
.:,and, ;raximum Tizze 7/4 inch . J . Rafter to plate, toe nail 3-8d
Sand : -lean, 1,ard --and . k . Built-up corner studs 16d @ 1.411 oc
d . Topsoil : Use stockpiled materia'_ ..tripped from site . B. Plywood roof shtg. and wall shtg. nailed with l0d common @ 61'
B . Excavate for structures to elevations and •Iimensions !hewn, oc at all panel edges and 12" nc at intermediate supports,
or he firm, .indisturbed soil . unless indicated otherwise on plans .
C. Place fill in lifts no greater than 12 inches . C. Plywood floor sheathing nailed with 10d common at 6" oc at
C . Before placing backfill remose all screed, screed sry
taes, panel edges and 10" oc at intermediate supports unless i+A
other wood, debris and materials sub)ect to rot, or indicated otherwise on plans . 'r
,:orrosion . D . 1/2" gypsum wall, board to be nailed with 5d cooler nailsl, N
E. Grade to onlform levels or slopes between points where grades 711oc at all edges and supports sinless indicated otherwise on L.JQ P
are given . Slope rough grade away from buildings for plans .
drainage . E. 5/8" gypsum wall board to be nailed with 6d cooler nails @ 71' mom
01 C4W
2 . 3 site 1rainage oc at all edges and supports unless indicated otherwise on I O Vo
A . General : Use Ftandard pipe lengths for etraight runs, incl, plans . rr -�� H01H
except for >pen Joint *. Ile, use prefabricated wyes and tees 5 THERMAL AND MOISTURE PROTECTION V
when changing direction . 5 . 1 Wood siding. Match existing sidingandard colors . SITE BUILT OR gyp-
B. Drainage pipe : perforated of slotted, corrugated or smooth PRE-MANUFACTURED WOOD TRUSSES 0 24" D.C. _ a V)
9 P P --
ABS, PVC, or polybutylene plastic pipe . —``���
� . to work . f-Df'.1T1NU�d ON f�>f''-` � '-�'-�� WZN
4 Site concrete W Ql<-'
A . Concrete : Air entrained concrete, proportion mix to achieve Z
3,000 psi at 28 days EXISTING S-tr OVERHANG- REPLACE FACIA 130ARD
AS NECESSARY LU 1 g
"xpan3 i rt i +:` rn,;t<:r i 1 , rcc.ept,,h1N kit ouu+�t= : °•urke moide 3 _ — -'-' -'-' —"' �•/
asphalt impregnated n. per : ail ^P1ot..ex 1?.Cr`t'li ", +',r =1mi1a , F � �� Z
�Q
Inch -lzicF.nes:. . N
Form concrete aaik_ to dimensions -hown, inches *hick rover
' _ . Lech- +if ani', )rival ,.r _ II-riPd - k P'_ ac:e 4xp,_�r:3i<_+n
� '7 IYlt;i r ,IPr rr ' Leet-, .;+aximumr And :7oro � Inte ,.c,fury 6 feet,
+inles,s :hnwn
D . Slope cc)ncrPto wall's, =!:cops end pad- r ) <lrai-n,
nominal
a . else . miy:. 'room
►_, FxpogPn aggregate flrtish ,. . dr ! !way._ , -•:e , flans I
F . Construct street curbs, aprons and :, Idewalks per
engineers -.tarrdards •
3 CONCRETE
'hall ',e.,r ,n f1tm undisturbed :'oil , minimum G
inches below original and 18 inches below F°,nal grade . 'notify
Architect if toil =ditions do :got appear at ! _ factory . ,
Concrete 3
Minimum r^mpreQ,'. ie *re^gth c f n+-rr* tri t �? ;1- • = l _ �� i0i
3000 psi 1
F . Maximum �Fl ump shall '.)e ; inches
' . Provide keyed control mints for -lab -)n grade it
EXIST 'G
approximately 20 foot spacing in each Alreet i on, .,r ns rioted 4 X 12 RIDGE 8M - VERIFY LOCATION OF SUPPORTS
on plans
3 . 3 Concrete reinforcing steel
A . Rebar shall ^onform to ASTM A-615 Grade 40 . Welded wire mesh
shall conform to ASTM A-185 . Place and secure all bars per
ACI 3tandardz . Lap splice bars 30 diameters minimum and
provide 2 ' -0" x 4 ' -0 " corner bars to match !-+or .zont.al bars atG " OC.
corners and Intersections �f walls ;snd footings . EXiS C 6•.0
Q fi00D
4 . 1 Gl uelam wood membFri
A . Glue laminate(; t-eams .-mall he incl, s*r !31 ippeararice yracle Z
douglas `ir - )mplying with AITC 117-7? (Design = randarl .
Fiber ;tee r: bending 'Mali be, Fb=2200 -,Si . G].uF shall he _--�'
of a waterproof type . _�� OVERFLO SCUPPER �THRU PA AP ET
1-
F'. . Glue laminitod beams sr,•ali be architectural :,ppearance where IL
-
exposed, and industr7.al :,pprarance grade where concealed,
ROOF DR IN
douglas fir complying with AITC 117-79 design standard . I ROOF DRAINCONNECT TO
C . Fiber stress in bending shall be Fb= 2400xi for beams 15 TO D . S . SIMPSON D , S , i
inches deep ind deeper , and Fb= 2000 psi fbr beams 13 1/2 HUC48
inches deep or less . --- AC POST CAP --
D . Glue shall be <, f a waterproof type . Multiple :ind cantilever --
span beams shall have full stress capacity at top of beam SCUPPER > T
where cop is stressed in tension. D . S . i � THRU P RAPET `D = w
J ACE POST CAP -ry 2 �► ' [L
4 , 2 Wood --f-j ____ _ ` _ LU C'
A . Lumber grades shall be as follows _ _ 5 �-X 4$=-GL6,4M -- • �-- �-
a . Joists, wafters s 4" nom bms 02 grade CF 4 X 8 ON SIMPSON U48 HANGERS Ix o r X
b . Posts & 6r' nom bms #1 grade nF �' OFF ENDS OF EXIST ' G BMS � SIMPSON Hl1CB8
2x4 studs stud grade DF - �I
C . EA ENO '+ �_ � 4 X 12
d . 2x6 studs #2 grade DF SIM /91�06, 3
e . Bucks, blocking bridging #3 grade DF
B. Plates & sills on concrete P T DF
aFencing 1x6 Cedar fencing 2X,4 STUD WALL
. ON
b. Posts @ stairs & decks P. T . DF I ROOF FRAMING PLAN OF 1 BMS OW/ 1120P
PLYWD SHTG •
1/4' 1 '- 0" TYP
i,*ijp9IO2-1 1
()F
.-..-.,•�.�-. . ,,,,�-. ( r � � I � I -'� > ,ilii ....,.r,.,,..w,..M... .....�,..,.
`LEGIHL�E TN�THISINOTATION ' I 1 I I 1I _",�"". _ .�•...... A
* 4r «
1 4 ___ 7 8 9 �0111 1� APRIL 2 s ! 993
IV IS DUE TO THE QUALITY OF No 3e �• _�"
TIIE ORIGINAL DOCUMENT. - -
OE 8Z 8Z LL AL 4Z i�Z S h211111111,
Z 8i IBi Lt 9i 9I fiT 8t iii TT i 8 L 9 4 ► F LIIllIIIIIU1111.11 I Jl ► � �
r
I
.oma
t'
'l:. ir` Aad
I� �.,�Ti G' I -�`" C-vpJT, ��1 I�a`�'1� 2 r, t. NE'T W,11E •+
5 2 Roofing to be :nyl,_ ••embrine " *orch-down" :ystem _-:cn ,s "Ourbi - "JLAND,C1 ON
Quin" `:y► ownens-"ornirig, Installed by � ,'sal if-ed installer ' . glazing : louble glazing with 3/ 16" -)uter lyyer , 3/16 " inner
' nstrnctlons . '"3ke =pecljl -are .t 'arra - tiYe!
1�•t'W C�f" r ►LV
and :coppers FINISHES
: it. ht-= : F1 ��t ic, . nst:l:+ted, low-prof!le Aouble some -kyl ites ,yF= im Arai':t;oard A) �hV ✓� b
4 bybyY �rj � `��' ! ' e, "mer; oias ` ' c iJascour �ppr „ ad . Y �.Fq � irir_CC ;i.g �q�. irPn�errts -: f ASTM C, 36, I? r
Frir. ll _ `ire• r�eta'_ . � " "1 tr.,-h is =-hown nn Orawi.ngs, ,,Iain paper rack . " ��"1/� SQa�r1���"
4 . 'Sutter : �`6 �Au a ':tre ratNcl ! ,pe ,,•'." w.allbonrcT neet !..g reyuiremen�s f
° .
Down. rt:: : ^5 �r auge . 'n?tal . : :.imh ,nd ;+wAy Frr)m window ASTM r ?6, � /8 Inch thickness .
trim . L . dater resistant gypsum hoard to be osed at. kitchen,
f^ - r e � s r • ti t, laundry and baths .
�• . �ltats end strips : ,t least � gauge- •.eaviN. ..an :fetal .0 _
be fastened, 2 inch minimum width six feet ::, Tenter &ax . B . Pertmeter .; !slant : USG "acoustical Sealant " or approved . -
sparing . Supply (-omplete metal trim and accessories . �- -� �� - -• _
5 . F ^ea 1 antsnd -a�•1 k i ng? 8 MECHANICAL
C`— �-�
3 TY CF Tt aAPO
t 1 � `tie responsibility of the Contractor to provide complete,
unless �_aulh.r.g :_ .r►dicated �r specifieic -)Be 1 ;Y - a Condltian^1!�, Approw•. ...... . ...... \
- - t - workable mechanical systems .. ��
A "'sulk or al exposed exterior and interior ! r, ... , .,e P Y P Approvcz� ................
Sealant
B . Jse cine ' art high performance realanrs; ° I l i .once, ;re'.hanPs, )nferm to all applicable laws and regulations, n prop y Forenlytrt,j ,,lor:l c' -01r.
I:.oly!1r��ch3nF �� poly sulfide . ?rawings r,ece4sary to obtain required permits . Arrange and pay PERMIT NO. _ __- - ( � I
' s" � first h. for feet, permits or Inspections , See fetter to: 1 I � l � —r
Farce 'e . =int.' firm_ y cote ;oir.', pre_.. i.:g ��a_.,� _ ack wind -� permits p . . .. . .. . Jrt �• .,
sides, F!;1 ing spaces so t'',3t :-.:� "0 ids remain, .
3 ELECTRICAL Attach ..........
6 DOORS AND WINDOVS 9 . 1, it 1:5 the contractorls responsibility to provide a complete,
�' I
�� • 1 trr for doors Job Andress:workable electrical system.
A . Front door , Insulated hollow met-i], 1 3 %4 " , Mush panel with 11 . ^ ';'he drawings are generally diagrammatic indicating Approximate
full light . Include steel frame . Door to be fully , ;)caticr.s of outlot-* and wiring . They do not show every offset, 13y
weatherstripped and primed for paintiz,g . bend, ,unction box or other part Which may be required to complete B . Rear door `.o be solid core wood, 1 -hr fare rated . the system.
C. Hallow met�i doors g . ' conform to applicable laws and regulations including the NEC and r U���
a . Doors to t)e hollow metal •-tar+dard Auty type serving utility standards and provide any drawings necessary to
insulateci obtain required permits . Arrange and pay for fees, permit or
b . Exteriar door frames to he lioll:,w ' 6 gauge, let- inspections .
up, full, wells ground emontb, shipped with spreader har .
_ . Interior 1 -hr fire-rated door to he hol '_ ow met-,1 ,
standard 1-ity, rating a.' shown ,,n .:rawings .
d . Assure that frame openings 7orrespond I-o dJmenslons >f
1
frame f,lrnished . ('hec)t '.hat = irf3ces .are ready tc
rcep: t: amen . �J O��IG " Oh��• .`_J 91 _ 00,x'
N .
Acceptable
ble manuf3c*urere5 • Steelcraft, Fenestra, 'imweld,
Ceco, Pepublic or ypproved equal .
f . Service rating : Heavy duty, type I7 ^
9 . Configuration: Full flush seamless, hollow steel . ,-`.�,`,li) -,." ,
g
h . Door frames - Ilse 15 W. ERNEST GOBLE gauge material , except for drywall to
frames classified for standard duty, which may be 18 ARCHITECT AIA Ekr�l::" _ N
gauge . P15,11+4IN(,� W
n2 Interior doors -=
A . Wood doors
821 NW FLANDERS STR SUITE 245 ��/r�/l --J-i 11,-
a . Inter i ct• Solid core doors to be of NWMA paint grade _ PORTLAND OR 97209
m
birch .
S I PHONE (503) 221 1891O yCyao
b . Interior doors to have. wood frames . ( '� X01
c. Acceptable manufacturers : Weyerhauser, 11S Plywood„ 2 LAYERS 5/8" y `y �' �'•/ �oCC4
Mul ino, or approved equal . T1rPE 'X' GYP BD.
B. Size and c garacteristics as indicated on drawings . --�• •�-- �'--T ~-• - •°• IZj
r veneer, paint grade birch and stain ~ OO
C. Faces : Standard thickness enee , pal g a r
OU T,�I I� OF WAIS, ,_ _ N vLUUj tri��M
gradebirch . _ _._. ._ _ .._ ...._ .__ ._ ._ ..._ ._ ._ .� ._.. ._ ._ .._ __ .� _.
6 . 3 Windows I I Z�" z i%u
A . All windows to be fixed aluminum by EPI, Milgard, Keller, ""
enamel finish, (color to be selected) or approved . I �= rO
I 4060 FIXED ALUM REMOVE EXISTING � z 060 FIXED AL EXIST'G WOOD WINDOW _ � L1.J V'A�
-- < — -rt+ ;
REM01� TUB - " _ 52" GRAB B4 I = Z
52 /- FLR/WALL MN HW 1 o c�
NOTE : WALLS SHOWN 6" OH I .`N:` I 4 '
HATCHED TO BE 1 -HR TYP 2020 ACRYLIC _, 24" GRAB BAR
RATED WITH 1/2 GYP I SKYLITE REMO INK REMOVE STDVE AND
SHT'G UNDER VERT I CAL OFFICE 1 W/ MECNAN I RELOCATE REFER 0
T#G S 1 D 1 NG. I vANI I lux I AS SHOWN 7 - M
REPLACE EXIST'G WINDOWS FURN
IW/tqE' �1' WITH 6060 FIXED ALUM. IU KETCH --� OFFICF 2 d
f_____ .
ZL o m __ X
1
LINE OF 2 1/2 FOOT I I�' ' L-logoAa*ti+ a
PARAPET I RELOCATE I — �� REF. 30 0
3'-0" 3'-0" FURNACE AND I _ II4'-0" \ 0 M
`'12X4 A 16" O.C. { r DUCTING I 111 3068 LC HELF & 01 I
{ 4 1 II L— — 111
07HER SIDE ON =—A.-
012
r SIMPSON HUC 412 I N EXIST'G FULL-
LENGTH
ULL- {
w
�5 1/8X15 GL THIS SIDE �j Y LENGTH BRNG 3 - 3'-10 I ,
N 0 i
ON HUC 68 (SHIM SIDES) N I �G `jd6� �/ WALL-VERIFY I =I
----__SIMPSON A'4 I Oro � s�, _ _ � _ � CONDITION rN
® DBL STUDS I _ IF
--SIMPSON ACE4. I { W
2'-6" 2'-6" ( OFFICE 3 OFFICE OFFICE 5 RECENTION /WAITING
0 DBL STUDS ��� _ I
20
REMOVE BATHROOM { { REMOVE EXISTING( IMNDOWS :� 1
io I be FIXTURES & R'EPLACiE WTHItYPES
' I I AS SHOWN
c
10,
I O 6060 IXE ALUM. 6060 F! ED ALUM. 6060 FI ED ALUM. 4060 FIXE ALU � 6060 F1 D ALUM. { Q
{ �r U 5{ r" ' , \� D.S. I `o z Q_
N I
_ r
l
FF --� / I to
SOF F I *T LIGHTING
SI M T Y P
GRADE
w 1 M M " " Ir " r �M I •1 _ ! � � � "
SEE FOR
_In 2#-6 6 -0 4'-0 5'-0 - --5'_� 4'-0 6'-0" 4'-2 6 - `---- 5 -0 -- 4_6 - 2f-6 p-
"~- o k 1, r � .1 i PLASTIC COL. DETAILS
- r TYP. 10,a 0,. 10'._0" 10'-0" 8'-8" 12'-4" �_I`,c . C I
IOU
Z FRAMING ELEV 06 FIN WALL CANOPY FLOOR PLAN
1/2" = 1' - U" NOTE: ALL NEW WINDOWS TO BE FIXED^
'ALUMINUM WITH FACTORY /kPPLIED ENAMEL NO'E : LANDING OUTS i DE
TO
1 F{NISH IN A COLOR TO BE SELECTED BY DOOR 112 " BE BE NO LOWER THAN
LQW THRESHOLD .
NOTE : PLUMBING , MECHAN I CAL & OWNER AND/OR ARCHITECT. GLAZING TO SLOPE OF LANDING NOT TO
ELECTRICAL TO BE BIDDER DESIGN EXCEED 1/4 "/FT .
UNDER SEPARATE PERMIT , BE DEL PANE INSULATED, LOWER PANES
OF 6 HIGH WINDOWS TO BE TEMPERED. SEE SUPPLEMFNTARY DWG
-
8- 1
,
0F., 7
1I F TN'%$ DO4*Sfl1T IS LESS 1 1 1 1 1 11 1 11 Jill ..^t . I^I 7
LErI$ E TIiN THIS NOTATION111"N 17.. .. .— .., -R'Y.ATMI"I4 I I` fi_.r_,)_I._III I I—I I YI:.I'I. I I I 1,»;18"-•1.,z-•I:I I I l l•+l l kl.: V I �I I I I I I 1 1_.I l r ~'! I vI rI,I iy1I I.I1*I...I..,I..4I•eI-`•!'S�II.flYI�1 W1 1-17tInY-I y+e-.�-.�
�s��12
IT IS DUE TO THE QUALITY 0;
.,,M.w^.. ^+a*"MI�wC+ .. ..e+.+uw+w"►
w.
rw.3e
THE ORIGINAL DOCUMENT. -- - - - -
£ Z bt; LL ! Z 6Z £ . L t� F. 18t 18t Li 91 9I tit £t �t
Z
i 6! ► ' II .! f I�III I Illl�llll IIIIII 'lllllllllll IIIIIIIIII!III�LIv I'I! llWll !IIIIIIII II IIIIIJIJIII1111 (IIIIIIII Illi�llll (IIIIIIII 1111�111111111�III(Illla�llllllllllidll
I II l l� I I 4 llull� IIII ill 11 IIII IIIIIIIIIII III II III Ullltl�. �J
l l>'I li� 1111111 II II IIIIII I L III 1 11 J1111U I U
III i� Ul I I I � I
?r
�•- .~ate--��: -�
—' #4
tow
47
�I
P
gr �
N�"
U t*el N
r.:;o 9 I '690 elool*9
W
. ERNEST GOBLE
ARCHITECT AlAW. ERNESt a08LE
821 NW FLANDERS STR SUITE 245
PORTLAND OR 97209
•1
PHONE 15031 221 1f" i(�:{! I:: ► > :I :► PORTND,OREGOP�{�,;,,,
. 4
I
l
APRILr 2it THIS DOG*WUVT IS LESS III],EGIBLE TRA' N TkIS NOTATION 3t � �� h1I �IT, IS TO YHE QUALITY OF I I ` J993
No.36 if
�.
THE ORIGINAL DOCUMENT .
S 6Z BZ LZ Z Z �Z �Z Z iZ OZ 8T gt 1, T 1 9T 4T fit ET Zt iT t 6
11,11 �1 111 IIII L1111J.11. 1111 it 111 l IIII 11 lJ� l 1 I I�
Il l Jll 11 ,l a J11 loll JI 111 III. L it IILI IIII 1111 IIII I II I��il,llll�llll. IIII Gill IIII Illi Illl ll 1 111111,111 J IIII 111111111 IIIIIIIIIIIII�IIIII II�IIIIII I
I I 1 1111 I IIII I �IIII�IIII IIIIIII� .I II l
A
GL ;LE 3
Lr
�i , � hIIANUfORE.CUr� ;�
of
FACE OF SOFFIT
y FRMG
- BOT. OF SOFFIT BD
2X WD CAP (SAME
-- OUTLINE AS CONC
BASE CAP)
PLASTIC PIPE COL.
SEALANT
l FORMED CONC BASE CAP-
INSTALL AFTER COL IN PLACE
SLOPE TO DRAIN L1JJ N
q W
4M
. �Nco
• ' • . -� -err,== te r V m ti"
• F - - U2 C4
TRI. _ tou wo"Cj
• REMOVE EXISTING HIDDEN GUTTER W W wzs
• , & INSTALL NEW G.I. GUTTER ON �— Z�W
.I FACIA BOARD . _
CLO,_ in
LLJr 1 w
2•-8 V2" ..t V 3
�Q r
y
N
R
2 SECTION THFU PLASTIC COLUIvIv �s 0'`� mJ•
is m !1 010
1•-0" r-0 01 3" n
CE ERLINIE L J
CAST CONC. BASEAP
(CAST IN PLACE)
ll� Z
24" DIA PLASTIC PIPE
OVERFLOW DRAIN HAVING 3 TIMES OVERFLOW DRAIN HAVING 3 TIMES -�
THE SIZE OF THE ROOF DRAIN, INSTALL THE AZE OF THE ROOF DRAIN, INSTALL ?
THRU PARAPET WITH INLET 2" ABOVE THRU PARAPET WITH INLET 2" ABOVE
CENTERLINE ROOF DRAIN ROOF DRAIN v
"RICKET TO DRAIN IL_
SEALANT � Z
�� 1 ROOF DRAIN ROOF DRAIN --\ (1
VERT. T&G SIDING/PL.Y WD \
- SHTHG/2X4 (0 16- O.C. 5
IL
-
NEW FIN WALL `♦�♦�
/ ti♦
/ - DBL 2X4
OVERHANG ABOVE sill �
EXISTING WALL
PLAN OF PLASTIC COLUMN i ROOF PLAN
It, ` I' - 0' 4 1/4• 1 '-0' -
1+IJF'9 102 11.
5 CIF' 7
• • yy ` ,nl,r.n..�......u..... . _ wi�h',.I �q 'y.',yr{�r�;a r —..+M�. ; .,e,.eM,MM• ....R. • r
,h TNVS DO4�fM£NT IS LESS I I I ( I I I I I I I I I I I I III Fl 1 1 1(l V I I I I I I I I I I I I I I I I I I I I I I I I I IIII (I I I I I I I I I I I I I I I I I I f 1�l i i l ( I I I I ( I I I I I I I I I I 1 14 I I APRIL 26 1993
' I,EGIBtE
rI rTkiN THIS NOTATIONS --�
IT. IS DUE TO THE QUALITY OF'` N0.36
THE ORIGINAL DOCUMENT. -- -
8GZIItillill � 1bZ' � S 1 ,II Z � tZ ( Z Ilil�l�GIIITIIIII�I9II I lIIIII Q�IiIII ,IIiI+I tIIII��I1£111i1111111 ZTE�11
lLII'Ill I II II11Z1 111l18!IT IIIII243C
tt lllllll T11 111111 8IIU�IIIIIIIII{IIII GIIII{IIII 9IIII{illi 9iil�{IIII IIII{IIII EIIII{Il��tlZllll�{�IITo�ri—
I��II
l 1 ,•..I,
I
PONT!%'.NU,URcG6M� i
04 CANT /.^
I
0
MEMBRANE ROOFING ON
SMPSON LSTA 15 1/2' PLYWD SHTHG
' d
_--� 24' O.C.
tc?� -- 2X4 CURB
FQ` i IOd n 6" O.C. SLOPE 1/2" PER FT MIN
p � 10d L's 6" O.C. / /
P A' TYP. ------- - �,
�O
G.I. FLASHING
yea �
SEE NOTES AT RIGHT
�O \ FOR TYP INFORMATION
SITE BUILT OR PRE-MANUFACTURED
TRUSS
--'"
2X4 Ls 24' O.C. � 24" O.C.
10d P 4 O.0 WITH
� " � 2X4 FRAMING
3-10d AT EA JOINT
2XB LEDGER W/3-16d
------'` P EA EXIST'G STUD
CONT. 2X4 W/
1/4 DIA X 5'
LAGS P 12'0 C.
IN THE EXIST'G
BM
SIMPSON U26-2 SIMPSON U26-2
HANGER HANGER
SEE SECTION AT RIGHT
FOR TYP NOTES
2X4 P Rr O.C.
V2' PL Y WD SITt-iG W
0 16' FLASHING < �O
TO DRAIN'C, CRICKET v-
— \ O u)(40
VERT. T&G SIDING TO ( '� Kpr.
2X4 PLATES ----- _� !1 '`--- MATCH EXIST'G ON `� cc C4
I/
I
wo
2X4 P 1W O•C, �W W 2 h
I
1
-- 2x FRMG• PLYWD & ZjW
i 1 I a CANT 0 ROOF DRAIN- OW
i SEE ROOF PLAN 0i
UJ-
SCUPPERTHRU PARAPET WALL
I —
51/8 X 15" GL �j� Z
NEW B.0 ROOF ON �— j- __- --�, SIMPSON HUC68 AT EA
EXISTING 2X6 T&G END--ATTACH TO SIDES h
DECKING 1 I OF EXIST'G 08 0
EXISTING 4X8 HOOF
BEAMS P -4`0' O.C.
I I
Il
NOTE AT SIMILAR CONDITION, / I I - 2X4 SOFFfT FRM'G
USE 4X8 W PLACE OF GLU-LAM- P 16' 0• 4"
HANG ON ENDS OF 4X8 HOOF BMS
W/ SIMPSON U48 I I
I 1/2' ROUGH SAWN
PLASTIC ROOF DRAIN PIPE 1N / I WkOPDSOFFrr
Iry
ENCLOSED SPACE Ys.
_ - 2X4 LEDGER
GJ, DOWNSPOUT "`yJ
MEM ,_____, EXISTING WALL-
VERT. T&G SIDING ON
NOTE; PROVIDE SOFFIT VENTS TO V2" r'LYWD SIiTH ON
SERVE ENCLOSED PARAPET SPACE 2X4 �° 6" OLC.- VERIFY �\�
IWAAA-
T - - C�IP
-a1w PC* W ! Tier+
MR AQ, NOTE: INSTALL OVERFLOW
SCUPPER ADJACENT 70 ROOF DRAINS
W/ 3 TIMES THE CAPACITY OF THE (�
C1a 80OF DRAIN \N "H AN INLET LOCATED 0
2 ABOVE THE d.'-ET OF THE ROOF DRAIN �-
1L1
.A
o AS
� v 0
bo
I WALL SECTION — LOW END t2 WALL SECTION HIGH POINT c
5 r= r-T r r-T
-7
i'
3 WALL SECTION GLU—LAM (SIM 08)
r s r-T
1-i1IF,gi o,.,t 1
b OF 7
pop Fol:
I � � I1IIj1I III THNS DO�FMT IS LESS IIII II IIIIIIII I l.llll
LEGIBLE THAN ThIS NOTATION, Il10I III1II I I 1II III II APRIL
p�L26 , 191_9 3
IT IS DUE TO VHE QUALITY OF' g 1
- •.._.
o
— — —
THE ORIGINAL DOCUMENT. — — — No 38 IIII E11111L11811 Zlilllll8ll LIIIIIIIGII LIIILIIIII Illllllll 1Z11lllll6! Z1.111��E1 Ill..iIIl..lll LIIIIIIIITI Z 1 IIIII ZIIIIIII8II IIII IIIIII I LII IIII�IIII�IIII IIIIIIII I I�IIIIlliltllliIII lllllllll IIIIII
III II8 T. k.IIIIIIIII►IIIIIII! 9IIIIIIIII 4lllllilll 1I1►I
IIIIIII IIIIII! i (IIIIIII IIIIINII .
1
r '
r,. ERNEST GGBLE
FOtt(LAND,CkEGOP; ,�.
EXIST'G 2X8 T&G ROOF DECK Ct4 or
011 0 6'-0" OC.- ADD NEW INSUL,
1 1/2" RIGID MIN, AND NEW
MEMBRANE ROOF- DURBIGUM
REMOVE EXIST'G 12 ~'
HIDDEN GUTTER -7 ^12
NEW G.I.
--�GUTTER 4X12 RIDGE BM _
REPLACE OR VERIFY BEARING WALL/COL '
REPAIR FACIASUPPORTS SEE WALL SECT
AS REQ'D FOR PARAPET
EXIST'G WALL-
IX4 VERT T&G ,
--�-- SIDING ON SH1 C
_ EXIST'G 2X6 T&G RG ON ON 2X4 0 16" ao
08 POST AND BM (lX8 GRIP VERIFY
r
f
I SECTION
�D 1/4' 1 '-0'
L.l.j Q N
J — W
m Q OTA
� a(D mi
.1
tea-
tU Wvs
W �,_
VERT. T&G SIDING r---- EXISTING ROOF UNE Zsmumm~ 'JW
TO MATCH 0�•� 1
qLc
UEXIST'r,
;d
a
REPLACE EXIS(',' p.
2X10 FASCIA BD N
I 1
I _ J
AREA OF 1—HR WAIL
` W/1—HR DOOR (7WO
TEMPERED , LAYERS, 5/8" TYPE "X'
LGYP BD ON OUTSIDE —,
D.S.5, _ FACE OF WALL r.''
REPLACE EXISPNG WINDOWS _EXIST'G WOOD WINDOW 'P
� \� FIN WALL SEE � 70 REMAIN OUTLINE OF fi'JILDING ----� REMOVE WINDOWS
A-' SHOWN--SEE PLAN - ® ' CONNECTION TO RESIDENCE
24" DIA PLASTIC PIPE COL.'
EAST ELEVATION SOUTH ELEVATION
1/4' s V-0--0' 1/4' = V-0--0'
L t
VERT T&G SIDING TO SIM
-- ENTRY CANOPY MATCH EXIST'G � S 0
t EXISTING ROOF LINE VERT. T&G SIDINGTO MAT-H EXIST'G
10
V
_ L
D.S.
FIN WALL SEE ® REMOVE EXISTING WINDOWS
FIN WALL SEE \ �.L_____
� � � & f,EPLACE WITH NEW UNITS
24 DIA PLASTIC PIPE COL.
SFE PLAN.
24" DIA PLASTIC PIPE COL
WEST-ELEVATION 5 NORTH ELEVATION _ � 1 - -7
7 OF 7
11�MF•Mr"", F onw.rcy3�"�*,�RFw'"t �'.�;,�e ,"'.."""�II�" �''r ,�w"w
�S �'
1IrTR8 DO , %tlT�TS LES
71TI
I'I � ^I � I I I_I__,I I ' 1 1 1_�1 _1 1 }• I I
APRIL 26 1993 IBR THAN THIS NGTAT
71�
.r s
•
IV, IS DUE TO THE QUALITY OF
THE ORIGINAL DOCUMENT. — — --r—
IIqII.�II ZIX11__'1LL11 IZ I II`IlQl I LI I III,I I LII ZII II�IIII 1I 1I1�11s1i1,ZIi,1�1�'II'l..;,fil IIZ1 1J.1�'1 lE111�III � il s3-1
— — r
lllZll111611111 :1 1111 IIIiI►II`li111IIlI1I1111lllll IliTt,, IIl— —II� ZIII1IIIIiIZIlll`{lllll 9IIIIIIIII Illi�llll�Ellll Llll��llll iIIaI�1�1uNe1!°'"i,
•
�.
�4
0