12271 SW MAIN STREET �
12271 MAID STREET
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INSPECTION NOTICE
City of Tigard Building Department
RO. Box 23397
Tigard, Oregon 97223
Phone639-4175
Type of Inspection
Date Requested-
Time A.M.---P.M.
Address z Z. e Permit
Owner 152 Z- Lot #
V5
Builder ly —
The following Building Code deficiencies are required to be corrected:
14p-1 �14
I I/it f I
Prqsented to A,1 Fv*-'4pr(,vet.
Inspector Disapproved
Date
� 1_z.
CALL FOR REINSPECTION
P YES L] NO
Perm; 1. N.. SP 34-88
ta.l Y OF I LC,A{?U
SIGN PtRMI1 APDL II;AI WN
lhte applicant hor-ob.v apphes Iur- a permit fur Lhu wor-k indicated or. as shown
in the accompanyin; plans and specifications.
SIGN t OCA I LUN ADI)WF S : -...1-22.71 1.2271 SW Main —_ ZONING: CBD
NAME OF COMPANY: AjaxAppliance
APPLICANT/AhENI': _—� Craig Suns 239-0165
The City of Tigard imposes an annual Business Tax which must. be kept. cur-renL
on all persons doing business in the City . Do you pr-osomLly have a cur•r-wit
Business Tax? Yes
PROPOSED SIGN:
PLRMANENI ( x) rwt-t. ;1'ANDINC, ( )
TEMPORARY ( ) WAI.1_ ( x)
27.' x 2'2" BILLBOARD ( )
��U;N DIMENSIONS:
TOTAL SIGN ARLA (Sq_ fL. ) –�� sq. ft.
WAt_t_ AREA (Sq. ft. ): _ � 425sq. ft.
HEIGH1 (f Q : N/A
PROJECUON:
Il_l_UMINATION: YE:, ( x) NO ( )
COPY Ajax AOpli.ance
MATERIALS: Plexiglas & Steel
EXISTING S.LGNS: N ne
0114 R PERMITS REQUIRED: YES ( ) NO ( x)
COMMENTTS:
PLANNING UEPARIMLNI All sign permil.s mus;. by accump,+nird by ,4
Ptarmic Fee: 25.00Yc:alrr drowinq ,rod plot plan. It w„rk
Reccvi ( No. author iced ur,dor a sign parotic h,a , mil k,i ri
ApArrwtad By J Oder cfillip 11!l.I'd w thi.n ninety ys- ,xi• 1 he
Date»: March 10, t989., i 4suc4nra Of 014., per mit
bocume nu i 1 and vo id.
I CF RT TI Y TH A Rt t:URL1f.U IIWN -(11 1111
PROPI RI Y (� I Alf l HOR 1 Zt.0 fiX VN
R.
App ii-ant' s `:,iyn.tlura
� gAIL ,,,c.�1 ('c, ; C)sun y7031�
Addrr s 1,•I� h1 ,n,,
Pv r-in i L Nct
GITY OF I LGORD
SIGN PrRMTr APPL.ICA1,10N
Thea appli(..,Arit hor,uby Applies fur a pwmit fur, Lho wor'k indicated tjr as shown
in the accompanying plans and spvc if icaL ions.
S)1(3N 1.0001 LON AODRESS: A, Ij
NAME 01' COMPColY; t\PPLlAjf C
APPl..lCANf/nI;[N1': LRAiG StWKIS 9 Vi-0'k4�T
The City of Tigard imposes an annual nosiness Fax which "lust. be kept. Lur,rvrilL
on all per-sons doing business in the City . Do you pr-wionl.ty havo a cur-r-i-nt.
Businciss Tax?
PROPOSED
PE.RMANENT' FRE I ANUING
1EMPORARY WAI A-
BIU-BOARD
.UGN DIMENSIONS: 44
TOTAL. SIGN ARLA (Sq. f I.. )
WAIA. AREA (Sq, F-It. is -50P.P.
HEIGHT (f Q
PROJ FA.:i ION:
It I UMINA I 1.0N: YES NO
f�AJ C 4L
MATERIAL.S: PLEk CIA'�S
�-XIGIJNG S.IGNS:_
01HER PLIRMIFS REQUIRED: YES NO ('-"<I
COMMENTS:
K ANNJ IYI-,' W PAR I MEN I A 1,1. %J gri per-Ilii Ls mu s L be -a( c omp(An i od by A
P o r Ili Sf.iitlo d r-aw I t t iIji mid plot p 1,An If work
c- atuthor-jeed under- at sign gn pvt mi t has mot been
!Ipprovi'd ily . J C7ff V f fil"Ploh-d w i 01 in nirwLy days tf*L(,t- 0111
D'Au L
.................. Marcil...lU._�....�9E>6issuance Ilf 0w pu r Ilii t. t he pot Ili i s I tol I I
biacome null Arid void.
I *141*14Y THAI I AM 1[111 1,11 oWAII I,, of Jill
PRoPt.RTY oij AN OWNI 00111loWl/11) nY Im (AsINI R .
ApplitarIL' s Signatur-a
Andress 1r IeLI ane
OW'.:bsbl
CRANE
GRAI . 'SIGNS & SERVICK
Mailing address: O.BOX 8- LAKE OSWEGO,OR97034•(503)239-0285
Date------ �S �_ _ � Phone
Name ---------
Q� Address 2-
LO -
Cy
Background Lettering
.r
I 1*0'0 0- 7-
A-Alx�
PRICE
n;t ri. t c. L,,,.1 ,,.,�a r - - -- -
Authorlted by:
TERMS: Payable on completion unless otherwise arranged
50% Deposit
Balance COD
��;-�r�R�V � f�17;2 Coi!STRUCTION
(7...ry OF TIS?A0
IAI
C17YOFTIVARD PLAN CHECK APPLICATION
A ?
CDM MUNITY DEVELOPMENT DEPARTMENT oaooM PLAN CHECK .2 C-
.—
,»:a 0 v Hd&A P.O.Ba22307,ngel 0Wam am 001=4116 PERMIT /
DATE ISSUED
JOB ADDRESS: 16 .-0 0 S w G <<,n �� i2d TAX HAP/LOT ,--
SUB: LOT: LAND USE: _
VALIIATION: /S' p _ SETBACKS: FRONT: REAR: LEFT:RIGHT:_
WORK CLASS: HEIGHT: TOTAL-&EA:
USE TYPE: FLOOR LOAD: 1ST: M
CONSTR TYPE: r HEAT TYPE: _ 2ND:
OCCUP GROUP: DWELL/UNITS: 3RD: -�
OCCUP LOAD: r NO BEDROOMS: BASEMENT: —_
N) STORIES: NO BATHS: GARAGE:
114P SURFACE:
APPROVALS REQ'D I/ SPECIAL NOTES ITIM REQUIRED
PLANNING: REISSUE OFs � LIST/SUBCONTRACTORS:�
ENGINEERING: LAST.' R.EISSU : BUS TAX:
FIRS DEPT.: FLOOD PLAIN/ CALCULATI9t4S:
OTHER: SEN LND.: TRUSS DETAILS: _
PARKING PLAN:
LANDSCAPE PLAN:
PLAN CHECK BY: OTHER:
COM14ENTS:
TAt,n v(t �. v� ars ( �cl s►r,'o
-T Ila-
OWNER 10-432 00 Building Permit Fees =_
NAME: r1Mj'(,L . Cff�U�U 10-431 00 'Plumbing Permit Fees s
ADDRESS: �U cv. Grre�.,L-- 10-+ 31 01. Hechavl :al Permit Fees =
r 7L23
10-23001 State Building Tax GO �_ R
10-433 00 Plans check Fee _
PHONE:�,�(��j D � 30-443 00 Sewer �Ionnection (202) t�
30-202 00 Sewer Connection (80X) �
OONTRACTOR 30-444 00 Sewer Inspection
MANES .51--448 00 Str.•est System Dev. Charge (SDC) t
ADDRESS t-- 4- '-52-449 01 Parks I System Dev. Charge (PDC) _
52-449 02 Forks II System Dev. Charge (PDC) _
31-450 C 0 Stora: Drainage Syst Dev Chrg(SSDC) ;
PHONE: _ �_ 10-230 09 T&FD (95x) _
10-435 00 TRFD (5%) !
ARCH/ENGINEER 10--230 06 Washington County Fire /1 (95x) S
NAME.*---_! 10--435 00 Washington County Fire C (5x)
ADDRES __ _ 10-220 00 Amart/Wedgewood
TOTAL t
PREPAID t
REC /
BALANCE DUE #
PPLICANT ',IGN TURF _
Received By: �qDate Received:
ELEVATOR LOUBY
w r+
04
I
OXIuN�
a �
I
Aprr�tltyt�•� ?.ct4 +�++��• hsl Lt�•Me�a)
1)!S b A�Tu�c
»
i '� �-LQQR PL6 --------------- ------------
Washington County Fire District No. 1
City of Beaverton Fire Department
Tualatin Rural Fire Protection District
March 3, 1988
Mr. Michael Gibbons
5700 S.W. Erickson Street.
Beaverton, OR 97005
Dear Michael,
RE: Wall Installation
12271 S.W. Main, Tigard
A fire and life safety plan review was conducted on the above-
captioned project for compliance with the 1965 editions of the
Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , and
Uniform Fire Code (UFC) as amended by Tualatin Rural Fire Protec-
tion District's Ordinance 86-5.
The plans are approved subject to the following items.
1. Exit Door Hardware: All doors shown on the drawings must
Be openable from the inside for immediate exit at all times
without the use of a key, special knowledge, or effort.
(11BC Sec. 3304)
2. Firestopping: In all wood-framed walls and partitions, fire-
stopping consisting of 2-inch nominally-sized lumber or
other approved materials must be installed at all floor and
ceiling levels. Penetrations in this prescribed firestopping
to accommodate wiring, plumbing, and other similar utility
runs must be, packed with noncombustible materials in an
approved manner so as to prevent the passage of flame.
(UBC Sec, 2516)
3. Approved Plans on _Job Site: One set of approved plans bear-
ing the stamps of the Tigard Building Department and this
office must be maintained on the project site throughout all.
phases of construction and must be made available to build-
ing and fire inspectors for reference during required con-
struction inspections.
(UBC Sec. 303)
4. Inspections Required: Inspection and approval of construc-
tion by a representative of this office is required: (a)
prior to the cover of any new framing elements following the
installation of all utility runs which will. be concealed
Mr. Michael Gibbons
March 3, 1988
Page 2
within wall and partition cavities; (b) upon completion of
constriction and prior to occupancy of the tenant space.
(UBC Sec. 305)
5. Certificate of Occupancy Required: Prior to the use and
occupancy of the project (space), a certificate of occu-
pancy or other written instrument of approval must be
obtained from the City of Tigard Building Department.
(UBC Sec. 307)
If I can be of any further service to you, please feel free to
contact me at 649-8577.
Sincerely,
TUALATIN RURAL TIRE PROTECTION DISTRICT
Gene Birchill
Building Official
20665 S.W. Blanton Street
Aloha, OR 97007
ssw
cc: ESP Properties
Tigard Bldg. Dept .
Inspector Ray
District. Inspector
NOTE TO INSPECTOR: This is the installation of a wall approximately
half way through the depth of the building separating the front from
the back half, and a second wall in the back portion of the building
separating a small office area. The site of occupancy ias riot
changed. Consider this building as a type V-N structure.
- . . .- I
46 Washington County Fire District No. 1
City of Beaverton Fire Department
Tualatin Rural Fire Protection District
IL
March 3, 1988
DeAngelo's Delicatessen
14297 S.W. Pacific Highway
Tigard, OR 97224
Gentlemen:
RE: DeAngelo's Delicatessen
A fire and life safety plan review was conducted on the above-
captioned project for compliance with the 1985. editions of the
Uniform Building Code (IJBC) , Uniform Mechanical Code (UMC) , and
Uniform Fire Code (UFC) as amended by Tualatin Rural. Fire Protec-
tion District's Ordinance 86-5.
The plans submitted for the shaft are approved as submitted subject
to the following items.
1. It is the assumption of this plan reviewer that the shaft is
being constructed to install hood and duct system for removal
of cooking vapors. Hood, duct, and fire protection system
for same shall be submitted to this office for review and
approval prior to installation of hood and duct.
This office shall be notified for inspection of the shaft.
prior to installation of the hood and duct system.
If I can be of tiny further service to you, please feel free to
contact me at 649•-8577.
Sincerely,
TUALAT'IN RURAL FIRE PROTECTION DISTRICT
Gene Birchill
Building Official
20665 S.W. Blanton Street
Aloha, OR 97007
SSW
cc: District Inspector
Inspector Ray
Tigard Bldg. Dept..
CITY OF TIOA RD HLJ I:1 F'ERMT.1
TCITYtOF TWARD IF-*11M:1T NO BU11380268
COMMUNITY DEVELOPMENT DEPARTMENT
13125 S.W Hall Blvd..P.O.Box 23397.Tigard,Oregon 97223.(503)639-4175 (.2 is/Ell 0
......... -rq-TT-M-P7qr-.'NEV. --Tml,-rFFJ—--
,JOB ADDRESS : tP.0'71 SW MAIN
"TAX, MAP/L.0,11, LA' . RK :
I AND USE :
SI.ZE : VALUATION: P,0O0 !-5KTBACK':)
FRONT : A r--".A R
WORK CLASS : ALTERATION DWELL.UNITS : I-K.F, T RIGHT :
USE 'I'YPE : NO. BEDROOMS : CONS'T' .
CIONST. TYPE : VN NO.BATHS : N:NP S : E N1:1 W:NP
OLIL'Up .(:•;pp . : 11.401' OPF.::NI NL;,S :
OCCUP .I OAD 440 N S . E. W
1,04M., APE() . 1.61)o
NO . STOPIES : 1. :1.5'T 6UO PL)(*:' ('.X)N5T : A F,Ipr--" wr?
L-4-1 1 21`41) : AREA NO r4ATF.D :
8ASF--.M1::'N*T"7 '3RU O(LILIPI, SEPAR7 NO PATEU:
MFIZZANINF:
1:1 0014 LOAD : FIFIE SPAKLR'? NO Al APM7 NO
F*I-..()W(Gpm) DF'I NO
Fl AT-T-YPE-
11I-AN ('.,HP"(: K BY :
REMARKS :
1mr,tititiol waLllm cinly REISSUE LW N(I .
LAST REISSUE
0 I.f:.P:'i) ----
W
N emp PI-l;)J:)0I-tifAl5 PEPMIT 1111,32. 50
E !Ilw 1:1 AN RL Vll�'.:W $11'3
R partlanci or 97005 FIRE DEPT
PHONE' !-.'VrA'TE TAX $1 . 60
OTHER
C
0 ..C)PMk*-.',N*I' L.IHAV41ES. :
N SUL"( !."ITORM)
T
R SOL"(5744:1.-T)
C A PDC 11
T PREPAID <
0
TOTAL: $68 , P14
This permit is issued subject to the regulations contained in Title 14 RECEIPT NO. (9
of the TMC, State of Oregon Specialty Codes.zoning regulations
and all other applicable codes and ordinances. and it is hereby REQUTPED TNS0Ec'rIONS
agreed that the work will be done in accordance with the plans and
specifications and in compliance with all applicable codes and FOOT I NG STORM DRAIN
ordinances The issuance of this permit does not waive restrictive FOUNDATION Wr,)I-,I.. PAIN DFIA'ENLi
covenants. Contractor and subcontractors shall have Current city POST Sr BE'AM GYP. BOARD
business tax permits. This permit will expi-a and become null and PL9.UNDE11(ni AR 'TILT--UF) PANFI-5
void if work Is not started within 180 days,or it work Is suspended or
abandoned for a porlod of 180 days any time after work has SLAS SHEAR WALL
commenced. It shall be the responsibility of the permittee to assure PLF31 . 1,L)POL)1 NOLIF NAILING
all required inspections are requested and approved GAS LINE RE tNr - MASONRY
SYSTF--M FT PEWALL
FRAM I ING FT NAL.
I*N S U11-A TION
Permittee gnil;re tri 5EWEP
Issued By
C-At 1. F'01) tNSPF'('-T'TC)N 639 ZI1 7F5
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE
i
Jurisdiction ion of
A•r�.e.
GENERAL PLAN CORRECTION LIST Cvoox
c dared on 1985 Edition of this Un"ornt Building Code
owner �3 Plan Check No. Valuation.
,lob Address21-222—`S L- use295L
city--ILrt ra a ,2 _ — Type of Occupancy
State Q� c
� -0-/ Constructions-� Classification Z
Total Allowable Floor Area— ---__Sq.Ft. Stories_.
Basis for Increase Floor Area:
Floor(Max.) ___--Sq. Ft.
Floor(Total) Sq. Ft.
Occupant Load_ y�
COMMENTS OR ASSUMPTIONS:
-? /YQAl, 5rrvcr-1-1A?c,%
Corrections chocked below are to be made on plans before permit is issued.
The approval of plans and specifications..foes not permit the violation of any section of the Building Code or other city ordinance or state low.
GENERAL
10 A fife-resistive xcupancy separation in conformance
�` with Table No.5•B and Section 503 is required between
1. Vakistion should;-s Ill CJS -- the
Ir _-hour)
-.hour)
Show job address on plans. ( ---hour)
Give name o(person responsible for plans. "C
11 Horizontal occupancy separations should be supported
s with a structural system having equivalent fire-resist.ve
Submit fully dimensioned plot plan. protection.Section 503(b)
Give all dWrransWs on plot plan. 12. The building is limited to -_slories
(--feat in height)as a Type
AREA LIMITATIONS AND GENERAL structure.Section 507 and Table No.5-D`V
OCCUPANCY REOUIREMENTS _
6 Ground elevations should be shown at comers of the -
building and at changes in ground slope The ground --
elevstions should be taken at the lowest point between 1in which a water closet is lxeled shoukf be
the iaxterior wall and a proinl5 feel out or at the properly separated from food preparation or storage rooms by a
line.11 closer where the exterior wall is parallel to and I fight-fitting door.Section 510(a)
within 5 feet of a public sidewalk,alley or other public ---- —
way, the ground elevations should be the eleva11011 of TYPE OF CONSTRUCTION
the public way The number of stories in this building
cannot be determined until these data are furnished 14 Roof rTverings should be fire rel rdant Sections 1704
and 3202(b) Details a sped ,aUons complying with
7 The total floor area is:imiled to __ F-90on 3 3(e)are required
square feet Sections 505 and 506 -- --- ---. - -
15 Exte ( rt,wells wit r� feet of
8 Unobstructed yards of -.Meet should ty s should of_._.-_._-hour construction
be maintained on_ sides n_ ___031
of the building for area purposes.Section W6 __ --- -
16 Openings in for(court)walls wiMin
g Provide details to strew that----hour area separa legit of grope lines should be protected with three
tion wells will comply with Section 505(e) fourths re biles Section_ 0.?(lel
(a)Extend vertically from the foundation to a point 30 _.__-- ----
imchas above the roof t7. Uss fifsl Moor except in Groups R.
(b)Total width of aN openings ifinited to 25 percent of Divi and "clips should be enclosed as
the wall length in the story under consideralion. red in 17
(c)All openings prdocied with fire assemblies having a _
fire-resistive rating of one and one-half (three)
hours I s ire-resistive construction for slnxlural frame @laments
(d)Ducts through area separation wefts should be 'in the exterior wells should comply with Footnote No�p
avoKW 1f allowed.duct penetrations should be pro. of Table No 17-A and Section
tecled as required in Section 4306 UI Section 1702 for definrtxxm of structural frame
. etuet No.t of 4 stwWo
19 A weather-ret,, live barrier shoukt be app4od 10 exterior SPECIAL OCCUPANCY REQUIREMENTS
walls as spadhed in Section 1707(a) Group A
20 Enclosures for floor openings should comply with table 35 A-3 Ocx-upancies should os of one-hlour re-resistive
No 17•A. for
1706 Details should be provided l0 construction if located In s basement or the first
- clearly indicate this story Section 602(b).
21 Stnid;.ral members carrying masonry or rete wells 36. A-2.1 Occupancies with an ocxupan bad or 1000 or
in buildings over one story in height should protected more should be in Tripe I. II•F.R, 11 a-hour, III One•
with minimum one-hour fire protection c 1708 hour or IV buildings.except that the I lramirg system
— - — br one-story Portions of Dwdings o ype 11 One hour or
Typo III Une-hour oonstruction m y be of unprotected
-, construction when such roof ha ng syystem is open 10
-- the room and does not lain stet'Spaces.Sec-
t 22 Nonabsorbent finish end backing for t t room walls arW tkxl 602.
-_ floors should conform with Section 51 (b). - ---•-
-- _ 37 Group A assembly rooms h ng an rxcupent bed of
23 Slower stall wells should be finish with a hard,non- 1000 or more shall not be led in the basement
absorbent surface to a height of 7 inches strove the unless the basement Is kxel in a lx tiding of Type I or
oiafn Intel.Section 510(b). 11-FR.const+uctrun.Section 21b► The main entrance
-- — _ _ should front directly upo , or have a 20-fool-wide
24 Doors and panels of shower access to, a public stree Of bast 20 feel in width
should comply with tion 54 (d bathtub erlcbsure _ Section 603
36. Light and ventilation s Id comply with Section 605
25 Parapet wall le s than Inches In hvirr;,,are
requhud. i n 1 t19 39 A one-hour lir"Osis ve occupancy separation is
26 Eave overlie - -
required between the boder or central healing plant
g d simil arctdtectural protections where the largest pi ce of fuel equipment erc,eeds
should comp w sectio 1710. 400, Btu per hour input and the rVA of the building
— - Sectio 608
27 RolecOons beyond the extenor wall should conform
t40. ae eaor tingnplanl shoods a prolectd witth0threewith the'ess restrictive the follwnng u hs-hour fire•esistive assemblies .,rat are fixed,
(a)A print one-third I distance to the property line ut matic or self rosin itfrnsr an extenor Section 504 b g (aCate!below openings in
( 1 pother story or less than 10 feel from other doors or
(b)ry point one-third he distance from en assurneci windows in 1 me building Section 608vertical plane Ioc ed where lire-resisliveprolection -
ol openings is fir required due to klcation of proper-
ty Section 504( ). roup E
41. Atmosphenc Aerations Should comply with Section
-- -- _ — 802(b)
28 Envelope ceili Should satisfy the following condi-
lions 1Section 4 03(b)61 42 Use of room should b e clanfied Note that rooms in
(a)Should rot ,uSed top re prolectial beams Divisions 1 d 2 Occupancies used for kindergarten,
end girder supporting th one floor first or sato grade pupils and Division 3 Occupancies
(b)Columns Dud be irldi all protected shall not be I sled above the first story Section 802(c)
(c)Duct and Cher opening led to 100 square
inches i ach 100 sql to 1 1 o ceiling area
(d)Duct Wings Should protacted with approved 43 Special-h erd rooms sepereled from other
fire da r3 potions o the buidi — --02
le)Elect I cutlet boxes ld be d steel end nil resistive ng ss than sone-hour fire
great than 16 square Inches in area _ P9n�seP (,�,t, Section 802(d)
Gypsu board,lath and plaster and similar ceilings in 44, 20-fm-
W,
0 loot dereq 111111dacces �ls 0, '-n directly upon One
or have a
conlu tion with fire resistive assemblies should be width. ion 803 Public street at feast 20 feet in
ou ted at intervals nil exceeding 16 inches hums _
20;1 h 25,Table No 43-C 15. Sand y facilities shoed be _-
with �8tie provided in accordance
30 stnpp ng or suspended wood Systems for gyp- _
sum board,lath and plaster and similar ceilings should 46
IV not less than 2-inch nominal thickness.Section 4704 and ventilation shoed comply with Section 805
(b) ISeclion 4703(b)for well stripping) ------------ _--._--
47 A no-hour lire-resistive occupancy separation is
31. Final partition layouts and details should be submitted ired behveen the boiler or control heating plant
prior to installation to Justify compliance with occupan- suitors the Largest piece of fuel equipment exceeds
cy,fire-resistive.SlrlrClural and exit requirements 400,E Btu per tour tricot and the rest of the building
---- W-tion 808
32. knitifyyiing test data in conlormanoe with Section 105 or - ---- —'� --�
s,ICBO research report is required for--.__ Group I
3 Rncros in which rubbish(linen)r�lutes Terminate shouldSException
roup I,Division ancies should be of Type I of
be separated Tram the remern.er of the building with aype Rcon c n unless complying wish Lha
one-hour occupancy separation Section 1706(c) inOnt(b
34 Openings k110 rLbbish and linen chutes aril termmat roup I,Division t a 2 antics show, a of oneroarrl3 should not be 6oc11ted in axil our tire-resisI've const soh_TeMe No.5-C
ways Section 1706(c). crridors or tair- ght and ventilation should comply with Section 1005-`
fihow No.I W a tillwets
184
A Ons•I+our firo-resistive occupancy separation is 67. A one-hour fire-resiatiw occupancy separation is '
required behroon the bONe( Or oendal Mating plant nsqulrsd between the fdk�wing rooms and If»rest d the
where the largest place d fuel equipment exceeds leu kfing: 9
41X tion Btu per hour frtpsfi and CU lest d the building. (a)St a laundry rooms that ens wnhi a Group R,
Section 1008. I Oocupwthat ars used common by
Wrients.Section 12) (b).
S2 Exterior openings for rooms containing a boiler a (b)Rooms containing a boiler or can sting plant in
tral hosting plant should be protected with 1 se- a Group R, Division 1 Occu except where
fourths-hour fire-resistive assemblies that aro xed, such rooms contain oquipmen eirving " one
automatic Or sN1-6001+.g N located below openi On dwelling unn Section 1212.
rwC►er eery tx N less than 10 het from other a _
windows In Iho same building.Section 1008 W. Every dwelling unti and guest should hcoin•
— fort heatlg fadllfiss as in Section 1211.
a ave
aatp e _
53 Motor whiela Every fig and ever gust room Ina hotel or
service staliona should bed bus- edging f Be u for etas rag ptxrposos shall be pro.
lible,fin rulerdant treated wood or ons- fire-resit- vkfed detect s conforming with U.8.C.
a"ODnst icbm'Section 702(b). Stands o. -6. A mole detector should be
instal in m t 6 dwelling units having a
54. Storage areas in excess d 00
10 @wan* t in connec- $Val s f ft basement into the dwell.
Wn with wholesale or reWi salsa should separated lag or Id be connected to a soundinngg
from the public areas by a one-tour fire- sistive Occu. a other I r to provide an alarm which whll
pancy separation unless the buildin is equipped be rWe in a Ping area.Section 1210(a).
throiighout with an automatic sprinkler slam.Section702 --
— (b roup M
55. tight and venbiallun should comply h Section 705. —
70. Group M Di sion 1 Occupancies are limned to 1000
56 Exhaust WOWbon of or near floor lerequired by ill tWu feet In floor are nd one story:n height.
Section 705. aeenon 1 2.
57 A one-ho r f -resistive occanCy separation is 71. Gen should not -Iffo a roof"used for
required n a boiler room central healing plant Purposes.
400.0008" r eat piece d f I equipment exceeds 72 a pav
Section 7 hour k►Put ft real d the bulkfhg r cored iorble mase ricer wrfaoescSec-
----- tion 1105.
soup R
SE A Group R,Division 1 ncy more than two stories
In height or having mors n 3000 square lest above EXfT REQUIREMENTS
the 6-31 story should be one-hour hwiresislivt oDn-
etnretion throWhoiut sex I as provided in Section 1705
(bi 2.Section 1202h. 73. An occupant load st n
( ) assambly areas,etc, an uoccrpant bad d more
59 The following than 50.Section 330
g►corns k1 haus exterior glazed open-
Ings for natural light nable exterior openings for -----
natural ventilation)as 'tied in Section 1205(a).
-- — 71. COnformirw)exits are requ..va trt 19areas below as
spedfisd in Section 3303(a).
60 ppMrrecrxhdianical vonym
l ting system In bet s ahould
ecw ~ —
Section 1205(a per hour d theoutside. 75. Exile should haus a mini ium
— _ one-half the
mudmum overall diagaral �elion ldbuilding or ane
61 Extortor fromb act be served.Section 3303(e).
ca,skfered as Shing required i or ventilation
rkxxi they do not open to a yard. t or street in 76. NO point in the tulkfing should be more than 150(200)
ecixirdonce Section 1205(a), bel from an exterior exit,horizor,Ini exit,enclosr.d stair.
UWRY OfS�etior�geway. measured in the direction d
6? Courts On bur sides with wells should txr at M'3(d)____.—
least 10 fee In length.Fcn courts more than two stories -'— ---
in hoVhl, required width should be Increased try 1 77 Exit dos should swing M the di ion of agrees. Sec•
bot'And"required length by 2 fest for each additonal bon 3304(h) See doors
story Section 1206(c)
63 � ---^— 78. Doubt-ascii
Every elsepkx9 room bek)*the fourth floor should have ng, all not be used as exits in Me
of bast ons wrrrdow of exterior dos following focMions
O-Y exit Or MICU.Section 1204.approved for sine►- (b)
f64. — room should have the minim xn coiling
�grn nqufred In Section 1207(a). Exit doors should be Opsnable from the inside wrthc.,
_
the use of a key, special knowledge Or effort Section
65 _room should haw a mintmurn floor area 3304(c)Nog also that flush"s a surface boh.,are
of---square feet Section 1207(b) pr'ohibilod.
e6. Efficiency tiwbn ukle—ehatld txxnpy wNn Section �0. Eon door should be nw*nuom�sire d 3 few xp6 I"t�0
'2oe --__ T -- -- — Inches with a door
Section 3304(a I'� /�1y"r�`'
sheet No 3 at a sh oeb
e t. The net dimension(deep with)st doorways should oe tE
— ---__
used In determiningexit widths required by �ypnpenings0feetor3303 (b). Section 3304 (s). In oonslderation of doorderirx arf-clos,ngthicknesses, panic hardware, door swingp, etc., Meree"1Ouveaalembl�es. Sectorsrequired exit rrid ms have not been furt4sFhed.See door06(I)"closed usable spare under interior stat ys should
A Ik)or or landing not mos than nn(1)k>ch below the Protected on the enclosed side as ntpuu for one.
threshold is required on each side of an exit door+.Sectionur Nre•resfsdve constnx-1ron.Section (m)
(h). noombusflble exterior stafra are req red. Section rDoorsshould not protect more than 7 inches into the05(nl•required corridor width when fully Opened or more than
one hall Into the required a width when In any terior$lairs should not protect into a area(yards or
Position.Section 3305(d) urts)where wall openings must be acted.Section
06(n).�itors.Sect3�g doors ars not permitted awn�y should extend 1c the Section;4306mng through another room does not Corr",exceptprovided for In Section 3303(e). . x•kw164nc h minimum headroom, arance for Stair.
ways Should be Indicated on plans. ton 33017 (p)
e6. Corridors Should hoe a minimum width of (36) Note 9*this is from a plane tangs to the stairway
kxdhes.Section 3305(b). tread nosings.
97. Corridors serving nonambulalory persons Id have 108. h" should not exceed loot in
Sin 8-foot minimum width.Section 3321(c) _ O
88 Dead ends of oorridors and exitars 1107. Surf r Should be roughs or of slip-resistant
20 feet.Section 3305(e). hmNed tomat als 3.107(g)
89. Walls and callings of corridors shoe'd Of orwhour 100' k1 be enclosed as pecilied in Section
fire-resistive construction Section (g), An archi-
tectural Section through the corridor neces"ry 10 iSi (two)-hour lim-resistivs lls are required
determine how this Is sapmplishod. (D Only exit doors are allows to open into exit
encbsumc.
(e)Doors Should be labeled (one Sind one-hair)- v
90. Exterior oxit balconies cannot pr Oct Into an area hour fire W asmblies
where protected ops-iings are requ- due to location (d)Exit enclosures should inc e a corridor on the
0n property.Section 3305(1).— ground floor extending to exterior. rirer on tive
construction anotid be as aired for the exit socio
g1. Interkx a nto corrkkxS Id be protected as Stirs,including protected Wings.Only exit doors
spedfied in 3305(h). art permitted 10 open into he corndor
—� (s)An approved bamer is fired at the ground Noor 10
92 Stairway shoul haus a minimum widtht Peop1e fton 'lath;Continuing to the
of Inches.He rails should not protect lo"r level'
more th 3'4 s into t required width on each (� Usable Specs is not d under the stairs
Side,Th hou not proiecl than 11h inches into
_ required width each side 3306(by 109. AN
_—_ required axils trona a building should be Smoke
93. RiSer$On stairways shin not be less than 4 inches nor Proof wvbstn" ng with Section 3310
greater than 7 and rung s Id not be less then 11 Inches.
Section 3306(c). 110. Openings into exit !less then 10 toot wide should
— be Protected with Is led 45-minute fire assemblies.
94. Lent.Ns pfr stairways Should have a dimension in the Section 1r°n 3311 (d) s 'exit court" definition in
directic�+1 o -►rust Section 3301(by Ingo mors than 10 lest above the
equ 1 10 the width of the stairway but Court floor are ex I.
need nal$eased 44 i hes for stairs having a straight run.
Section 3308(g) 111.
— oper*VS than required sxNS ars permitted in
95 Doors Swinging ov r landings a in the fully open poli- exit passage" . The passageways should be of
bon$hell not redr the required i Sion by more than —'hou N resistive C°rnetn dI0n Section 3312
7 inches.When a ending (e)
Of more, doors i an 9 serves Pant bad of 50
re-
quired
-
y position II 1 reduce the ed 112 Exit Illumlr and signs Id be n—`
q fidSeccl 10lessthan of its required s pmvhded in cors
() Secdons 331 3314
96 Baaemenl rtion of stairways should have an 113• AWS(cxoas sie)b audit nim Id have a minimum
approved ba r where continuous to upper Noor,In an Wift of (b) Section 3115(e)
exit$nodosa .SOCtion 3306(h). _-- --
- - 114. Panic he ren mqul on pit doors sorvin Grouv
97 Vertical d' fences botween Stairway landings sire Ikn. A !.Section 3317(d)and 331a(;) In lieu
Ned to 12 I Sectio,3306(i) of this, s shall hews no locks or latches
ge Handrai should be PISC@d nal less than 30 donnas to 115. Main sleds exNe In conlorrnance with Section 3317
mos n 34 Inches abuvs the deed Section 3306 QUy are red for 0 A,Division 2(2 1)(3)Occupan
Two rolls are required when stairways axo&od U des. -don 3318
In width _
118. Corridors d far E Cli=ranc es should have a width
g9 OwrtlrSiils ler stairs, balconies and Ir4ndings should
required by Section 3302 Was 2 het,but not less then 6
Con"with Section 1711 Note that maxknum clear. hit.Settlors 3318(a)
Since between In AI'modiale rolls is 6 Inches ---_.---`—
Nwet No.4 of$glees
I IN
MOWN quo artar � sae s w
Mw- ur below the Around floor level d Clap III starxipipesare - ��idlr►ps cep tock
pooupendes Should have no less Own two exit 135. fired
be n 3319(g). 150 1W In height.Table No.36-A. q
stairs esivfng en occupant bed of more than 100 in 136. BuNding3 six Start"or more In height should be pro-
s croup E Occupancy should have a ff**nurn dear vkfed with not less than one
,eldth d S
I.Sectk�n 3319(g). On"On.Section 3606(b). e du";
) OOn.
-�` 137. -rr`'-
p, Every room with an ooa+pent load exCeeding 300 in #AamnSk M1►In IV system Plans should be ►xt+itted
Group E Occupancy thould haw Ons of IN*.No into s Io determine compliance with applicable rllding,
separate exit system.Section 3319 ft rmbin9 and fire codes.
t20. When three or mors exits are red in•exit GroupE -- -
�K>•n y,no more than two FIREPLACES AND CHIMNEYb
Into the k red exits sfxxrld exit ------_._ ---
system. 3319(b). El . Ch>trrineys should Com wtti, "705 end 3706. 703, 3704,
t21. h s(11p E my no nt In a 3
room should be
mors 75 t to en ax
a sort toulldinp, 33194�cl ed slalrvrey 139. ac7. es an b.►bea»e e►wuM with Settlor
122. Exkklp rough ad rooms Ina Group E Oocupan- --- -
ry afros Comply 3319(d). FTN H WORK
123. Panic hardware i required on exh doors seMng rooms 140. The inter nd coiling II finielwa b ba Specified
Group
Sn more occupants and in corridors of and Comm
_ GAPE Section 3319(j). P40-42.8 Section4203.
G I ncy 141. IGns�led n Iboa (interior lath
124. AM required ertkx axil h plaster)cannot la•
sh;11 open direction d exit sr-bxposed s aces.Sections 4705,
3321(a). 4711. See Section 424 for efinition Of weather.
125. Doorsbedrooms and we $
of Group I Occupan- �surface.
cies a d sit exit openin s here nonambulslory 14 Skylights should corn
ars housed should a minimum clesr width only Chapte Plecifi sky-
d nches. No projections M we
this width are allowed. Section5207..
only r s apdfied in
3321(b).
125, f k Mrdwere is uired on exit doors serving mors 143 �p�qt �glazing arid d b y Chapter 54.Tyrpe
! SO occupants In t3roup I O�pancies uniesa there g tied.
M no latch or lock.Section 3321(f). - -
144• Ohara c.nd alazinv s jest to human impact should
FLOOR ROOF CONSTRUCTION.COVERMda,SKYL IGNTS, ^aY with 5sctron 5106.
ROOF STRUCTURES
127. Draftstoppitg as epsdtied In Section 2516(f) A4 shall STRUCTURAL
be provided within a corwAal9d floor co WV assembly 115.
formed 01 Combustible oonst;uction. Spacer,�ti
ial inspon in confonna with Section 306 is
- required.
126. Draftstopping as specified in Section 2516(f)4 8 shallbe 146. So;i
pprtuvided within attics, mansards, overhangs and dasaiticatiCn in conforms with Ti We No.?-9-B
similar concealed spaces formed of combustible and- pounds sgkrar0 fool soil bearing
construction V9Iu6 Used
din design afros bt Vocihmd on plans
Secti129 Roof drainage should be conducted under the public 147. -- --'-
sidewalk.Section 3207(s). The bundst Invettiget• report mentkxte.l in plans
was ad in data riled to us. It should be
130 Overflow drains having the tame size as rod drains and submi rtivlew. _
On independent drain linea are required.In lieu of this, 146. 11411 m r nnc tee ants resislinq sslsmrc
overflow scuppers three times the size d rod drains
Should be Inst4lled In parapet wails. Overflow system Id gk,arMy eieaf fill s. Section
Should have inlets located 2 inctiog strove the low points 2312 U B.
Of ft rod.SecVjon 3207(c). -- _
131. f1re 149• Precast concrete II ps b los justified for
aggregate area d penthouses and other rod complicompliancestrut• " with 26
tures cannot exceed 331,1 percent of the supporting roof
area.Section 3601(b). 150. Wood members y bads from masonry or
Concrete only r tit itions specified in Section
AUTOMATIC SPRINKLER SYSTEM 2515(m),
TCI"3
the
oved automatic sprinkler system m Via 151. Siuctural ca talions should be submitled to justity
s required S�rC1o* 2. Thus incudes toknd adequacy the structural system b re!tistinp gag-
e
enclos d wW1011y o pertly by combustible mic end vrinddloads, and supporting dead and live
tion bads.This i udea foundations
13r III s ndPipes a required in 152, testifying calculations and details should be provided
or a atonia rn Wrinklered(xJikt
►►eight.Tubb 318 _
1 required as b Tible. P" 1S3. Rods shall be deslgr�sd kx snow bads of
----_ Pounds per square 1001 Section 2305(d)
eHea 1b,e of e Sh ft
�e�
ws rs s w i rae ew a
A,a afnoua be desipc,ed ku uplift wind pm wrse 166. tAtNdkrp dots 0'=
detaNs for steer _--
wrn,due consideration for lateral wppal of conpme. plKa9rr►shoos be Ing used as a did-
.ion flanges d flexursi rnerrrbers. I,tarrrnabon ahou:d comply
_ with•epedf iC IC evled inakutlon reppt of lest date aubmny
les. Floor load afoul)consider a OrxrpM�lOe wtth 105.
20-poundjw-9quw*400t
Par ItUM bad.Section 2304(d]. 167. Detalle pt oua be provided on V=)diaphragm
J1 156. Margteree (rsaiderrtlal bal10orrlae efotr+d connOC ora thN Indicate how s are Vans.
Ax a 8t ) ^ed r♦rrsd b ver+ksl shear— ; b.Connections
A. PMxrd jW-*quam-k of No bad.Table No.23• should las AHedfor,10om
Pliant wifF'aMr.+de Hlurs.
157. Escapee for ereqorape d _
be d" pyueum board(kdh, ing
SeCtiorI for a m(Mmuma�W!, bad. 166. �) fo' on show walla be i od(ied to com-
(c1 7 No.47-1. t
158. Live load ahoua comply with Section 2306. 169. S or Is ulftlxi
n9 9Y um board (lath. sheathing
board) cannot be us to resist loads Imposed by
159. a lumbr,should be fabrk�ted In soeor• masonry or oorxaste Ile.Fnolnote 1,Table No.47-I.
(lJ —
1G3. 170. Rallinpa sfol�i0 deslpned to withstand a 20-(50•)
� �I mNrbers over 12 potxrd per•fool 1 force.Utile No.23•H.
depth reduction fad
for• 2.511(d)5. 171. CMII,p sfrwld be designed for s fhrr bad a not
foss Char 10 )pounds per square 11001.Table No.23-
181. Sorts 1 D&WW*M expcv6d to fit weather are limited B.
to 75 peoenl a the allowable bed under protected ------. —.
oorxAtiorrs,lMnsrs afrrays wet,the albwsbk toad shall 172• Interior rti.bne should be(ustilled structurally for
be 67 p'"M a the allowable bad under pro�ect�d Omn th and defies. n criteria specified In Section
oond;gis U.B.C.�tandard No. 25.17• Table No. 2309gb
25.17•S.
162. a e and Valle sioua com- 173. specific IC80 should comply
PN with 10. data shouldbo M mpilariw wittiu ttfrnn i es
163• Plywood pr should Table No.25-8.
_ 174. Plane should Indicate "ohns alder,d below the
164. is required thret 'idemt or Camber Is fmnat line.
sVallable secure adequate aftK '9
for pon.InA ,cater. ICA scition2305j�,�� 175. PPm,to� ccomplete alwrticaorn Uin cordwr
ormce with
for
165. Details on stressing method anl hardware a"with
A"tykrp dais ars required on Me"*W concrete
ork
w .This data should be sufxMtted and approved
ID ordering Of materiel. Note that all tendons should
id
ocmply with Section 4303 (c) 3 for fire-resistive
purposes.
Addhkmel Correetlono:
These aheeb WOO pct COO*plana and shall wriern attached thosto.Corrections as above Indicated will be=, with.
Piecfiedcad and sppovsd -
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SIGN PERMIT APPLICATION ofCITY TIG
. .,ARD Date 6/25 -, 1980 No. 0431
The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and l
spicifications.
i
SIGN LOCATION ADDRESS: 1.2271 SW Main St,
APPLICANT: Owner Lessee Authorized Representative PAUL SAVORY
NAME/COMPANY XLQrrrc-r rNTERIQU Tel. 639-3179
-- - - •- - - - - - - -(M-T. - - - - - - - - - - - - - - - - - - - - - -• - - - - - - - - - - - - -
ax
PROPOSED SIGN: Freestanding _.,_ Wall Projecting Other
SIGN DIMENSIONS S'x2 o AREA lz sq ft. HEIGHT 21 WALL AREA 2
PROPERTY FRONTAGE COST S300 ZONING DISTRICTILLUTINATI�O II
MATERIAL WOOD _ COLOR BROWN STAINED, yel ow, w i
COPY SOUNHWBST OFFIM INTI ttIORS — DRB
EXISTING SIGNS: Freestanding WBII . Projecting Other ON DOOR
COMMENTS:
All sign permits must be accompanied by a scale drawing and plot
plan. If work authorized under a sign permit has not been completed
within ninety days after the issuance of the permit, the permit shall
PLANNING DEPARTMENT become null and void.
Permit Fee $10•0�� 1 f
Approved Applicant's Signature
Receipt o. 1 :a 217 l `(A.) A t.�2 ��`� �o,
Renewal Date Address Telephone
.,,ow,q�Mlty�i�,°��It�';,yr».�,..r-o+1k...,+.a,as.d;.a«i.wi,.^iM�.v�": ln��d`'� '"!D ''i�if+0+1�4y1i'i�4►'aw..r;+ +�#�'�rw•a'w+"'...gi.n^.ww,iMa�tN..,,,. ,�"pwM•«--v-w:
h
SIGN PERNIIT APPLICATION '05 TIGARD Date sept . 1219 1g 77 No, t
83
The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and
specifications.
SIGN LOCATION ADDRESS: 12271 S_V Un-in StrAni
APPLICANT: OwnQr Lessee Sin Craft
Authorized Repress �tative �
NAME/COMPANY (.ar 're Carpet Tel.
_ —
PROPOSED SIGN: Freestanding Wall _ X Projecting _Other --
SIGN DIMENSIONS 3 , ;v, I" _ AREA -`1(; Sq- f t HEIGHT WALL AREA
PROPERTY FRONTAGE COST $6 ZONING DISTRICT ��. �3M ILLUMINATION n°nP
MATERIA. _T-1"11 COLOR
COPY Carefree Carpet — DRB
EXISTING SIGNS: Freestanding Wall . Projecting Other
COMMENTS:
All sign permits must be accompanied by a scale drawing and plot
plan. If work authorized under a sign permit has not been completed
within ninety days after the issuance of the permit, the permit shall
PLANNING DEPARTMENT� become null and void.
Permit Fee Z;)
Approved V.E Applicant's Signature � �-~
Receipt o. , t �.r'�..,:.��...�� ,.4..f a
Renewal Date � Address Tel 4
C17YOF71GARD PLAN CHECK APPLICATION
CrFY RD
COMMUNITY DEYELOpMEN�DEPARTMENT ouooM PLAN CHE
13125 SW HA BNd P.O.em 23W.TIPA 0MW oras(M)W4175 PERMIT /
DATE ISS
IOB ADDRESS: 122-11 •y y&i, MAtA! TAX MAP/LOT
;UB: LOT: LAND USE:
/ALUATION: ���ao_ SETBACKS: FRONT: REAR: LEFT:_ RIGHT:
WORK CLASS: _ HEIGHT: TOTAL AREA:
USE TYPE: FLOOR LOAD: 1ST:
CONSTR TYPE: r HEAT TYPE: 2ND: _
OCCUP GROUP: DWELL/UNITS:� 3RD:
OCCUP LOAD: NO BEDROOMS: BASEN:NT:
NO STORIES: NO BATHS: GARAGE:
IMP SURFACE:
APPROVALS REQ'D SPECIAL NOTES ITEMS REQUIRED
PLANNING: REISSUE OF: LIST/SUBCONTRACTORS:_
ENGINEERING: � LAST REISSUE: BUS TAX:
FIRE DEPT.: _ FLOOD PLAIN/ CALCULATIONS:
OTHER: SEN LND.: TRUSS DETAILS:
PARKING PLAN:
LANDSCAPE PIAN: --
PLAN CHECK BY: _ OTHER: _
COMMENTS:
ACCT f DESCUPTION TMT
OWNER 10-432 00 Building Permit Fees
NAME: ESP mop' erns 10-431 00 Plumbing Permit Fees s
ADDRESS: 10-431 01. Mechanical Permit Fees
10-230 01 Str►te Building Tax (5%) t
10-433 00 Plans Check Fee
PHONE: 4-T--1/7 x 30-443 00 Sewer Connection (20%)
30-202 00 Sewer Connection (80x)
CONTRACTOR 30-444 00 Sewer Inspection s
NAME:&k;aAEL Q46OM4 ciORP. .51-448 00 Street Syetem Dev. Charge (SDC)
ADDRESS:_ S �,.p : .��,���,�w,t; ',52-449 01 Parks I System Dev. Charge (PDC)
-449 02 Parks II System Dev. Charge (PDG)
31-450 00 Storm Drainage Syst Dev Chrg(SSDC)
PHONE: kms _ Bfi- 10-230 09 TRFD (95X)
10-435 00 TRFD (52) s
ARCH/ENGINEER 10-230 06 Washington County Fire /1 (952) s
NAME: 10-435 00 Washington. County Fire /1 (52)
ADDRESS:_ 10-220 00 Amart/Wedgewood s
TOTAL
PHGNE:
PREPAID
REC #
BALANCE DUE S
APP ANT GN' TUR - —
Received By: Date Received:
Address Z Permit No. A
Name of Occupant _ Permit charge _
Connection fee
Paid by
Date connected —�
Type of Building—1-1,('62, ,-f °i`L' _ Inspection fee_:,�._
i
Service Rate Paid by ___ ___Date _—
Contractor __ Assessment_.__ __Paid_
Size of connection
i
i
1 ;
SIGN PROPOSAL FOR
ADDRESS STATE_
I•. Ir
i
� ; I
I
I
Ll r
DRAWN BY ' " 1 r 9033 S.W BURNHAM,
�_ sl
� ������ TiGARD, OREGON6394910
SCALE _ � ____ _- SKETCH NO _ - _�_