7090 SW FIR LOOP-3 ADDRESS:
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n INSPBCTIJN NOTICR
City of Tigard Building97223
I\ 13125 SSI Ball Blvd- Tigard. Oregon
Inspection Line (Rec-O-Phone): 639-4175 Busineas Phone. 539-4171
Inspections_
Footing Plbq.
Underelab Rech. Rough-in Appr/Bdwlk
Found. Plbg. Top Out
Cas Lane FINAL%
khat/Be.+m Strutt. San. Sewer
Framing -Bldg.
poet/Beam Mlech. Rain Drain
Insulation -plumb.
-Mach.
Plbq. Underfloor Water Line C,yp. Bd. -7 ,jam
--Time: y' AN PM
Date Requested: D
i ec
Permit !: -
Address:2 f
Builder:
TKM FOLLOWING CORRECTIONS ARE REQUIRED: —
d
T nspector:
APPVOVED
DISAPPROVED APkROVED SUBJECT TO ABOVE
Call For Reinsp.
ClIrf TIFA
COMMUNITY DEVELOPMENT DEPARTMENT C"YOFM4RD BUILDING PERMIT ri�maor: I PERMIT #. . . . . . . : BUP9 1--0 '48
13126 8W Hen BVd. P.O.Bat 23397,TiWd,Oregon 07223(603)6741175
639-4171 DATE ISSUED: 09/26/91
51 TE ADDRESS. . . : 7090 SW F I R LP PARCEL: 2:5101 BA•-01 100
SUBDIVISION. . . . : ZONING:
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .
----------------------------------------------------------------------------------------
REISSUE_: FLOOR AREAS------------ EXTERIOR WALL CONSTRUCTION-
CLASS OF WORK. :ALT FIRST. . . . . sf N: 5: E: W:
TYPE OF USE. . . :COM SECOND. . . : sf PROTECT OPENINGS?---------- -
TYPE OF CONST. :5N THIRD. . . . : a f N: S: E.- W:
OCCUPANCY GRP. :B2 TOTAL--------: 0 sf ROOF CONST:A FIRE RE•T?!Y
OCCUPANCY LOAD: BASEMENT. : sf AREA SEP. RATED:
STOR. : HT. : ft GARAGE:. . . : sf OCCU SEP. RATED:
BSMT'? : ME Z Z?: REOD SETBACKS--------- REOU I RE D--------- --------- -
FLOOR LOAD. . . . : psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET. . :
DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM: HNDICP ACC:
SEDRMS: BATHS: IMF' SURFACE=: PRO CORR: PARKING:
VALUE. `t: 7200
Remarks: Re-roof existing commercial bkiilding. Class A roof per UL R4179 (N)
Owner: -----_-____.___---------------••---______._ __________----____ FEES --------------
QUANTUM COMMERCIAL GROUP type amount by date recpt
1104 MAIN ST PRMT $ 68. 50 BCR 09/26/91 -
5PCT f 3. 43 BCR 09/26/91 -•
VANCOUVER WA 98660 PLCK f 44. 53 BCR 09/26/91 -
Phione #: 206-699-2333
Contractor: -------------------------------
URIFFITH ROOFING
6915 SW 111TH AVE
BEAVERTON OR 97005 -------------------------_-------------._.
Phone #: 643-1596 $ 116. 46 TOTAL
Req #. . : 925
---- --- REQUIRED INSPECTIONS -------
This permit is issued subject to the regulations contained in the Final Inspection
Tigard Municipal Code, State of Ore. Specialty Codes and all othe•
aoolicable laws. 611 Mork will be done in accnrdanre with
apprnved plans. This permit will expire :f work is not started _
within 160 days of issuanr-e, or if work is suspended for more _
than 168 days.
Permittee 5ignatLire :
I s y li e d B y
Call for- inspection - 639-4175
i
14
CITY OF TIGARD — RECEIPT OF PAYMENT RECEIPT NO. r91-217919
CHECK AMOUNT r 71.93
NAME GRIFFITH ROOFING CASF1 AMOUNT 0.00
ADDRESS a 6315 SW 111T14 AVENUE PAYMENT DATE r 09/26191
SUBDIVISIONi
HEAVERTON OR 97005—
PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID
BUIL-DING PERM ws.50 ST. BUILD PER 3,43 � f
d�
BLIP 91-1'x.1243
TOTAL_ AMOUNT PAID
�sswti.urswa PLNCVRECT #
�•�
CITY OF TIGARD PO Dow 23397 PERMIT #
COMMUNITY DEVELOPMENT DEPARTMENT Tiprd,Oro6009=
(50))6.39-4171 DATE ISSUED
l
OB ADDRESS: -70c10 Su) VirLc)c)p _ TAX MAP/LOT 0
SUB: LOT: LAND USE:
4 VALUATION: �`],� GAG _ A
OWNER ( R e p)' SPECIAL NOTES
NAME: Quon�um Cc, rnerc�al Gyotj(2 REISSUE OF:
j ADDRESS: hoLl (Y)rain_�A rpe-4- LAST REISSUE:
UUn(-n_L yy y, lA ) FLOOD PLAIN/
PHONE: (,1C)&,) U qrl-X,3 3? SENSITIVE LAND:
CONTRACTOR � � APPROVALS REQUIRED
NAME: &6r X%_ PLANNING: _
ADDRESS: IA ) 11 ! ' O ENGINEERING: _
�'' ffluty- k0[)+ op, G17=L FIRE DEPT: _—
PHONE: 50 Ce(43- Ib(I(o OTHER:
CONTR. BOARD #: Us EXP DATE: �Lf�
ITEMS REQUIRED
SUBCONTRACTORS: PLUMB: LIST/SUBCONTRACTORS:
MECH: BUS TAX:
ARCFIENGI EER CALCULATIONS:
NAME: _ TRUSS DETAILS:
ADDRESS: OTHER:
PHONE:
PROPOSED BLDG. USE:
COMMENTS:
APPL ANT SIGNATURE
Received By: Date Received:
PERMIT # ACCT # DESCRIPT!9N AMOUNT AMOUNT PD. BAL. DUE
10-432 00 Building Permit Fees
10-431 00 Plumbing Permit Fees
10-431 01 Mechan-ical Permit Fees
10-230 01 State Building Tax 15!y,)
Building
Plumbing
Mechanical
10-433 00 Plans Check Fee
Building —
Plumbing
Mechanical
10-230 06 Fire
30-202 70 Sewer Connecting
30-444 00 Scwer Inspection
25-448-02 Commercial TIF Fees
25-448-04 Industrial TIF Fees
25-448-06 Institutional TIF Fees
25-448-03 Office TIF Fees
25-448-01 Residential Traffic; Fees
25-448-05 Mass Transit TIF F,ecs
52-449 UO Parks System Dev Charge (PDC)
31-450 00 Stora Drainage Syst Dev Chrg
(S50C) -- –
24-445-01 Water Quality (Fee in lieu of)
24-445-02 Water Quantity (Fee in lieu of)
TOTAL 5 9 3
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XNSPECTION NOTICE
City of Tigard Boldin? Department
13125 EQ Hall Blvd. Tigard, Or"')n 97223
Inspection Line (Rec-O-Phone): 6,,39-4175 DuaLnes s Phone: 639-4171
Inspectl.ont__ .A.-
rooting
rooting PIN. Underelab ;-ch. Rough-Ln Appr/Sdwlk
Pound. Plbg. Top Out Gas Line FINALt
Post/Beam Struct. San. Sewer Framing -Bldg.
.,ost/Beam Mech. Rain Drain Ineulation -Plumb.
Plbg. Underfloor Water Line Gyp. Bd. -Mech.
Date Regueuted: Times ____AH PH
Address: 7(f� 9i >�1 tr _�sa/7 Permit f:
�y
Builders_ _ --
THE FOLLOWING CORRECTIONS AAE REQUIRED:
Inspector:__f _______" n&tot F-za —2!
v APPROVED DISAPPROVED APPROVRD SUBJRCT TO ABOVE
Call For Reinap.
CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. :91--217822
CHECK AMOUNT 44.53
W4ML : GRII.FITH ROOF TNG CASH AMOLIN:' 0.00
ADDRESS : 6815 SW 111TH AVE PPYMENI DATE Z 09/i25/'91
SUBD7VISION
BEAVERTON, OR 97005--
PURPOSE OF PAYMFNT AMOUNT PAID PURPOSE OF PAYMENT AmnUNT PAID
F -7W
09@5W F 111 W.11
TOTAL AMOUNT PAID 44.53
� I
ADDRESS PERMIT NO.
PERMIT CHARGE none
01,1NER r VECTION FEF
PAID BY
TYPE OF BUILDING ��,, _ DATE CONNECTED
SERVICE RATE � INSPECTION FEE
CONTRACTOR PAID BY DATE
;IZE OF CONNECTION ASSESSMENT PAIL
� 7.4
!��"'OSI `� ���►J� ��/ ���y�,�� '"�A,`RN0�17,4"17�� �
y��� ���'�:'�c,� ', `�',rZ�1fl. ,t�''""°���•1rti �k"""'4. .,p �1 Nd°�2�` JI"�'� .
; 1
CITY OF 11GARD
(�R�,aGO �-}
► � N i
(�
j .
'
owner:.. .............. ....... .. ................Permit No..e�G..77...... . !
Builditir Address...70.9Q...SIj...F...i.r...Lmap..................................-.........................
.,_
1y Certificate is hereby given this.. ...29......day of..DFzrsmbR;r............ 197.7.....
IMPUbVRIAL Z4)ILDING that said building may he occupied and
that it complies with all requirements of
the Building Code for the City of Tigard,
'f 1 as approved by the Tigard City Council.
a I
................. ..
%���J• • B uildin Inspector '
TEMPORARY OCf- NCY APP VED, PENDTNT C( I�PLETIOM OF TTL PL �.k.
Vill
�+tiy :p
i
RED!-NOTE DALE_ ✓ 2 i4
SUBJECT
SIGNED
RediI? • IS464 Q NO REPLY NECESSARY E:l PEPLY REQUESTED - USE REVERSE SIDE
v,iY rel Iso 1e10442
• BOND # U 98 81 70
.'
t KNOW ALL MEN BY THESE. PRESENTS, THAT WE, SMITH-RITCHIE_COR.P.
AS PRINCIPAL, AND UNIT.D P_A_CIFIC 0HEA CE
C0._ A CORPORATION QUALIFIED AND AU`THORIZF:D TO DO SURETY BUSINESS
1N THE STATE OF OREGON, AS SURLTY, ARE HELD AND FIRMLY BOUND lIN'TO THE CITY OF
TIGARD
OREGON, A MUNICIPAL COi:PUItAl'LUN, IN TH1: SUM (IF _
LAWFUL MONEY OF THE UNLTED STATES OF MILR1C:A, FUR THE
PAYMENT OF WHICli, WELL AND TRULY TO BE MADE, WE FIND OURSELVES, OUR HEIRS,
F.XLCUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, JOINTLY AND SEVERALLY,
FIRMLY BY THESE PRESENTS.
THE CONDITION OF THF ABOVE OBLIGATION IS SUCH, THAT
WHEREAS, the Board of Dcsign R ,view of the City "f
has approved a paving pla- submitted by th( uh )ve-named principal in
connection with: _ THE CONSTRUCTION OF A SALES OFFICE FOR THE TOLEDO SCALE
IV__g__ISION OF RELIANCE I.ECTRIC COW ANY _.
WHEREAS, said approval by the Board of Design Review was hrnntcd sul ct
to full compliance by the Principal with the conditions, if any, listed on
Exhibit "B", attached hereto and by this referi,nced made a part hereof.
NOW, THEREFORE, iF the Principal herein slulll f;jithfully and truly
observe and comply in all respects, within sig jtunth aCt i the date of
occupancy as shall he determined by the CITY OF TIGARD INCLUDING EXTENSIONS _
GRANTED BY THE CITY OF TIGARD
with the terms, conditions and provisions Oi the said l;llldsral)ing plan and
the conditions specified by the said Board of. Design Review, and shall inclemnifv
and save harmless the City of TIGARD ., its officers, eulployees, and agent .,;,
against any direct or indirect damages )f every kind and clescription that
shall be suffered or claimed to be suffered in connection during the performance
of said work, and shall in all respects perform said work according to law:
then this obligatit;n is to be void: otltc rise it- shall remain in full farce and effect.
1N WITNESS WHEREOF, we, the abov.• boundcd Ivartit•s, have hereunto set our
hands and seals with day of. _pMBER____,�• In
Exhihit B: Rev. Site Plan PRINCIPAL
Toledo Sca.-e Co.
Dated 10/31/77 Nam,.: _E 0
Bv: ,_— Tit 1, :_�_
S(1RrTY
THE OBLIGATION OF THIS BOND DOES NOT
TAKE EFFECT UNTIL ON OR AFTER Nam : UN3 _ PACIFIC INSURANCE CO.___ _
DECEMBER 30, 1977. By: T i t. 1 ARTY IN FACT
St roe
Cit v: PORTl"__,_ _ --- S' at �:OR5,9QN.._`Zi P:_232
APPROVED:
(Planning Dir( ct ,,r)
(City Attorney)
'r
,
c � � -� a� �, / �• � -� � s � o ,�_4, � meq..�, ,
5�V 72 nr+v �t�wr5 M-Asoa
0 77
Al
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--
• UNITED 1'.&CI•IF'IC INSURANCE COMPANY
HOME OFFICE, TACOMA, WASHINGTON
POWER OF ATTORNEY
KNOW Al.l- MEN BY THESE PRESENTS, That the UNITED PACIFIC INSUPANCE COMPANY, a corporation duly organized under thelawsof the
State of V1,ashington,dogs hereby make,constitute and appoint
R. B. NEIGHBOR of PORTLAND, OREGON- -----------------------
its true and lawful Attorney-in-fact,to make execute,seal and deliver for and on its behalf,and as Its act and deed
ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP--- --------------
and to hind the UNITED PACIFIC INSURANCE COMPANY thereby as fully and to the same extent as if t.jch bonds and undertakings and other
writings obligatory in the nature thereof were signed by an Executive Officer of the UNITED PACIFIC INSURANCE COMPANY and sealed and attested
by one other of such officers,and hereby ratifies and cnnfirrns all that its said Atiorneyfsl-in fact may do in pc rsuar.ce hereof
This Power of Attorney is granted under and by authority of Section 37A of the Bylaws of UNITED PACIFIC INSURANCE
COMPANY which provisions are now in full force and effect, reading as follows.
SECTION 37A ATTORNEYS iN FACT
SECTION i The Board of Directors, the President, or any VicePresidentor Assistant Vice-President shall have power and authority to, lel appoint
.Attorneys in-fact and to authorize thein to execute ori behalf of the Company,bonds and undertakings,recognlzances,contracts of indemnity and other
writings obligatory in the nature thereof,and Ibl to remove any such Attorney in fact at any time and revoke the power and authority given to him.
SECTION 2. Attorneys In-fact shalt have power and authority, subject to the terms and limitations of the power of attorney issued to them,to execute
and deliver on behalf of the Company,bonds and undertakings,recognisances,contracts of indemnity and other writings obligatory in the nature thereof
The corporate seal is not necessary for the validity of any honds and undertakings,tecogmzances,rnntracts of indemnity and other writings obligatory in
the nature thereof
This power of attorney Is signed and sealed by facsimile under and by ithorrty of the following Resolution adopted by the Board of Directors of
UNITED PACIFIC INSURANCE COMPANY at a meeting held on the 261h day of October, 1971,at which a quorum was present,and said Resolution
has not been amended or iepeated'.
"Resolved, that the signatures of such directors and officers and the seal of the Company may be affixed to any such power of
attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate hearing suah facsimile
signatures or facsimile seal shall be valid and binding upon tie Company and any such power so executed and certified by
facsimile signatures and facsimile seal shalt be valid and bindinn upon the Company in the future with respect to any bond or
undertaking to which it is attached."
IN WITNESS WHEREOF,the UNITED PACIFIC INSI TRANCE COMPANY has caused these presents to be signer)by its Vice-President,and•is corer rate
seal to tie hereto affixed,this 16111 day of September 19 75
UNITED PACIFIC INSURANCE COMPANY
i
STATE OF Washington °� fe=�.�'� Executive Vlce�resident
COUNTY OF Pierce
On this 16th day of September 19 75 petsnnany algiealed_ MORRIS E. BROWN
Executive
to rie known to he the Vice President of the UNITED PACIFIC INSURANCE COMPANY, and
acknowledged that he executed and atterted the foregoing Instrument and affixed the seal of sad corporation thereto,and that Section 37A,Section 1
and 2 of the By Laws of said Company and the Resolution,ser forth therein,are still in full force.
MyComrniss.onExpires
MMj ho
January 1319 78 i, 1*01A#;** ill
pUi- - •1 Notary Public in and for State of Washington
Residing at Tacoma
D. Keith Johnson Assistant Secretary of the UN11ED PACIFIC INSURANCE COMPANY,do hereby cetllfy that the
above end foregoing isa true and rorlect copy of a Power of Attorney executed by said UNITED PACIFIC INSURANCE COMPANY,which is still in full
force and effect
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of ;aid Company this 2_ day ofDerPmhar___ 1927
� I�rY/II
SL A t Secretary
EA
v
WBDU-1431 ED.6l74 tM1ees�
JILDiNG PERMIT APPLICATION I'T TIG,A1RD DATE___�� a_-__. iQ�� NQ 1- )
OF
'Ii LJNDf RSIGNED HEREBY APPLIES EOR APERMIT FOR THE WORK HERFIN INDICATED BUILDER PHONE
F AS SHOWN AND APPFIOVED IN THE ACCOMPANYING PLANS AND SPF-CIF ICAs IONS. owNeH PHONE
(\ ♦p LOT NO._ _
DORaU �-�ty�CF . HOME ADDRESS
ARCHITECT
ENGINEER
+R _ ADDRESS _ DE,IGNER _
ICTI)gE KNEW _O REMODEL ❑ADDITION ❑REPAIR ❑RENEWAL ❑FIRE DAMAGE `JDEMOUTION
.F'-I IFNCE ❑COMM ❑EDUCATIONAL CGOV'T ❑RELIGIOU90PAT10 ❑CARPORT DGARAGE ❑STORAGEOSLAB ❑FENCE
�PONb� DMOVING
-]CONDITIONAL USE
'NO REVIEW _ DCOUNCII. APPROVED ❑SIGNS
:.CLIPANCY...A E
LAND USE ZO►wE -.BLDG TYPE _�11j N-FIRE ZONE BY BHEAT_ —___
Cl
FLQ —RLOAD _N4 5T_Q91ES -----AREA----- NQ.�EVRMNIS __.VBL�IEyyOC�
TL;l-L ED I N G I)EPA8TMEN7 SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE
- THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING
Plan Check �• REGULATIONS AND ALL APPLICABLE CODES AND OFOINANCES, AND IT IS HEREBY AGREED THAT THE
WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS ANO IN COMPLIANCE WITH
sub total ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE
- RESTRICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS
LIQ 18te T8x LICENSE SEPARATE PC RMITS REOUIRED FOR SEWER, PLUMBING AND HEATING.
Total
by --
-- PPPI ICANT OR AGENT
Approved Receipt No
' STATE OF OREGON Fire 6 Life Safety
DEPARTMENT OF CO"ERCE Plans Review Number 1 VC 77
PLANS REVIEW SECTION
CHECK-MARKED REGULATIOFS, IN ADDITION TO ANY REQUIREMENTS APPEARING ON THE ATTACHED
REVIEW NOTICE, MUST BE INGORPORATED INTO THIS PROJECT.
Approval of submitted plans does not censttt• te approval of any omissions or over-
sights nor of noncompliance with any applicsLle regulations of local government that
may exceed State requirements.
I. Structure required to be Type throughout due to ( area)
( height) ( o(.cupancy) (Fire Zone ).
2. One-hour fire resistance rating required for all interior construction.
3. All living units required to be completely separated by one-hour fire
resistive construction.
4. Exit corridors require separation from any other area by one-hour fire
resistive construction.
5. Door assemblies of interior openings to corridors are required to have a
fire resistance rating of not loss than 20 minutes and must be self-closing
or automatic-closing. Relights in corridors require wired glass set in fixed
(steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and
4306.
6. Storage rooms, closets, laboratories, shops and areae of similar hazard require
separation from other areas by at least one-hour fire resistive construction.
Furnace and boiler rooms riquire one-hour fire resistive construction.
7. All vertical openings such as stairways, trash chutes, etc., require full
enclosure of ( 1-hour) ( 2-hour) fire resistance. Access ways to such
shafts require self-closing ani latching Class B fire door assemblies
( 1-hour rated) ( 11I-hour rated).
V-8. Attic areas require draft barriers as per Sec. 3205, not exceeding each 3,000
square feet. (9,000 square feet where sprinkler protection provided.)
9. Voids created by ceiling-floor systems require draft harriers not exceeding
each 1,000 square feet.
1
10. Building projections such as balconies, eaves, overhangs, etc., require fire
protection as per 1973 State Structural Specialty Code, Section 1710.
t,-11. Fire stops, bloc!:ing or framing members pierced for utility runs require
packing to rquel fire resistance prior to such piercing. Wood frAme
construction requires firestopping of both vertical and horizontal draft
openings at maximum intervals of 10 feet.
12. Corridors require at least 6 feet in clear width. Drinking fountains or other
equipment may not operate in a manner which would obstruct the minimum 6-foot
width.
13. Handraile are required on all stairways. Staireways over 44" wide need handrails
on both sides.
14. Open stair railings and guardrails shall have intermediate rails or closures with
no openings large enough to pass a 9" sphere.
15. Exit doers from lobbies, corridors and rooms with p(•'cnt:01 occupancies of
50 or more are required to swing In the direction of exit travel.
16. Exit doors from lobbies, corridors and assembly areas require panic hardware.
W/X17. Hardware for all doors is required to be of simple type having no provisions
for lacking against egress, with obvious method of operation. Flush bolts
other than listed automatic are not acceptable.
18. At least 44" (inches) in clear width, without projections, 1s required for
exits and patient room doors through wh4zh patients must be transported in
wheelchairs, stretchers or beds.
19. Sleeping rooms require at least one dindow readily upeneble from inside without
special tools and providing a clear opening of not less than 720 square inches
with the least dimension not less than 22 inches. Maximum permitted height Lo
bottom of opening from f1.."r is 48 inches. (Ref: Sec. 1304)
20• Surface flame spread rates of walls and ceilings, minimum requirement.,
stairway - 25, corridors - 75, other rooms - 225. (Sec. 4203)
21. CombustA ble acoustical material required to be secured with staples or
equivalent. mesallic holders or a heat resistant adhesive capable of with-
standing 1000 F. for one-half hour.
22. All curtains, drapes and similar furnishings are required to be noncombustible
or rendered and maintained flameproof.
23. With standard spacl.ng, rows of seats between aisles may riot exceed 14. Rows
of seats opening onto aisles at one end only may not exceed 7 seats. Also
sea continental spacing, Sec. 3313-3314.
24. Standard seat row spacing must provide a space of at least 12 inches from the
back of one seat to the front of the most forward projection of the seat
immediately behind.
25. Posting of capacity of assembly areas as noted is required by State Structural
Code, Sec. 3301(j).
26. Heating, cooking, air conditioning and similar service equipment are required
to be approved and listed by a nationally recognized testing agency, such as
U.L., Inc., and to be installed in compliance with agency's specifications and
recognized safe practices. The installation of ventilation systems is required
to be in substantial conformity with the 1973 Mechanical Sp--cialty Code.
Corridors are not acceptable for use as supply or return air pinnums.
?'7. A dust collection system is required for shop areas for nonportable machines
emitting or producing dusts. (Ref: Sec. 1008) Dust collection equipment
to be located outside of building or in one-hour separated room equipped
with automatic sprinklers.
28. A.3.M.E. approved pressure relief valves are required for all water heaters,
installed either in separate water tank pnrL or in port for hot water ltne.
Shutoff valves may not be located between a water tank and rr.lief valve.
29. A firefighting water supply is required within 500 feet of building that is
capable of producing 500 gpm (minimum) for 10 minutes for rich 5,000 square
feet of floor area within building up to a maximum of 500 gpm for 30 minutes,
or provide a 5,000 to 15,000 gallon reserve water supply as required.
30. Interior wet standpipes at least 2 inches in diameter located and equipped
as per Sec. 3804 are required. Coupliags and connections required to be
American National Standard Thread. Where standpipes are served by sprinkler
piping, see 1973 NFPA Pamphlet #13, 3-7.1.
31. Approved automatic sprinkler protection throughout occupancy is required.
32. Approved automatic sprinklers are required over and under stage and in nil
auxiliary areas, including dressing rooms, storerooms and workshops. (Sec. 3802)
33. Stage roof ventilators displacing at least 5% of stage floor area, openable
by hand from stage floor and by fusible link or other heat activated device,
are required. (Sec. 3901-06)
34. An approved fire alarm system conforming to 1972 NFPA Pamphl't #72-A with
signals audible throughout building and manual alann sending stations adjacent
to exits from each floor or area are required.
35. 22" x 10" accece to attic spaces in required per Section 3205.
36. All exit doors and access ways thereto are required to be identified by approved
electrically illuminated signs served by two circuits with one separate from
all other circuits. (Sec. 3312)
37. An emergency power system is required for :he ( )gymnasium ( )auditorium
( )building to maintain exit illumination for not less than one-half hour
in event of public utility failure.
36. Fluorescent light fixtures installed on combustible surfaces are required to
be U.L., Inc., approved for such mouncirg, or installed to provide at least
111 inch air space between the fixture housing and combustible material.
39. Conformance with all requirements for tie removal of architectural barriers
to the handicapped is required. See applicable parts of 1973 tate Structural
Specialty Code, Sections 1711, 1712, 17139 3302, 33039 3305, and 3306 and Table
No. 33A.
NO'rF.S: 1. local regulations or insurance standards for most favorable insurance
credit may, and often do, exceed these minimum State requirements.
2. This review does not cover O.S.F.A. (O.S.H.A.) regulations.
?. This review does not cover Medicare-Medicade regulations.
4. Oregon State Health Department.
BUILDING PERMIT APPLICATION 10 TIGARD DATE19 1
THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDERPHON
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNERPHONF
LOT NO.–
OWNERTL711LlU 'ir�II1d5 �jLiJMAb RESS _70VO SLI Fir LuUU HOME ADDRESS
ARCHITECT
ENGINEER
BUILDER ;11(e ADDRESS _ DESIGNER
STRUCTURE QI*£W ❑REMODEL ❑ADDITION ❑REPAIR CIRENEWAL ❑FIRE DAMAGE ❑DEMOLITION
❑ RESIDENCE 'OtOMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAR PORT ❑GARAGE ❑STORAGE❑SLAB ❑FENCE
❑BOND ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED [:]SIGNS
QCCUPANCY F'_2 LAND USE ZONE L-311 BLDG.TYPE •3f4 —FIRE ZONE__�E'_ PLAN CHECK BY_`JtW HEAT
-onste interior officut, uturejya acuz all por approved plana. Dated Nov. 17-77
Atructury Lixistirl ,
UCC LQAfZ FLOORS GAD _____ HEIGHT _ tTOR- $ __ AREA _____._N9_�DRUOMS __yALUE�,JOCI.
BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE
Permit 32.00
THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZGNING
Plan Check 16.00 REGULATIONS AND �1_L APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE
WORK WILL BE DONE lei ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH
Sub-total 48.00 ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE
RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS 10 HAVE CURRENT CITY BUSINESS
State Tax 1. 28 LICENSE. SEPARATE PERMITS REOUIRED FOR SEWER, PLUMBING AND HEATING.
Total 19,28
BV
--- ---- APPLICANT OR AGENT
Approved ( 'I'W Receipt No.
AUORESS - - - -- - PHONt
1
I
DATE INSP. TYPE INSPECTION REM/RKS PLUMBING DATE
—_ Contractor
Permit No.
Rough in
Fixture
_ Final
HEATING
Contractor
I _ _ Permit No.
Gas or Oil
Rough-in
_ _.. Final _
SEWER �—
Fmal
DRIVEWAY
"L
_ — Storm Drainage—
(Rain Drain) Final
Sidewalk
Curb$i Street Final_
A roach
BLDG DEPT FINAL tEVTEOCCUPANCY
RY CERTIFICATE OCCUPANCY a
CERTIFIC Final
Landscaping
Zonmq Final I
.ti.. S-374
1,
L. R. SQUIER, INC. CONSULTING ENGINEERS
1; h SOIL MECHANICS . FOUNDATION ENGINEERING 1
OUR
M •• '�'' "'``'r"i'`� 1596.1 HO•)NES FERRY ROAD
LAKE GROVE (POR?LAND ) , C)REGON 970.14
1; l h:l . 19031 t)98 Aa1D i
October 18, 1977
Harry Russell Associate:;, Inc.
8720 S.W. Homewood Street.
Portland, Oregon 97225 0
4
Attention: Mr. Harry Ru:!sell Re: New Toledo Scales Sales
Office., S.W. Varns Street,
Tigard, Oregon.
A• ..
Dear Mr. Russell:
This letter present^ a summary of one field ohsorva(Amis
made during the excavation for the footings for thv new Tolvd ) Scales
lal {
building located on S.W. Varns Street in TIgnrd, Oref;on.
Several visits were made to thr site on Friday, Septemller 219
1977, to observe the footing excavations. In our opinion, thc excava-
tions exposed firm natural ground suitable for the support of the
.+ proposed structure and are thus in substantial confoinl;ince with our.
letter report dated October :,, 1977.
y. We appreciate the opportunity to be of service to you
7 • on this project. 1
I y
V
ery truly yours, (\
` ♦ l . Rod Ley '(111 to r, p.t.. `
CM:TAtS:vp
r .
14
1.1'1 7
a
S-374
' L. R. SQUIER, INC. CONSULTING ENGINEERS
"SOIL MECHANICS . FOUNDATION ENGINEERING
15964 BOONES FERRY ROAD
LAKE GROVE (PORTLAND) , OREGON 87034
TEL. 1603! 636-4410
October 3, 1977
Kirry B.usLell Associates: Inc.
' 8720 S.W. Homawood Street
Portland , Oregon 97225
Attention: Mr. Harry Russell Re: New Toledo Scale Sales
Office, S.W. Varns Street,
' Tigard, Oregon.
Dear Mr. Russell:
This letter report presents the results of a foundation
investigation for a proposed new Toledo Scale sales office building
located on the south side of S.W. Varns Street, to the east of S.W.
72nd Avenue, in Tigard, Oregon.
The foundation investigation for the nel. ,ffice building was
undertaken to determine the subsurface conditions and materials present
across the site. The report herein describes the work that was accom-
plished, both in the field and to the office, and the results of our
engineering studies. The latter are presented in the form of con-
clusions and recommendations for suitably founding the new office
' building on the site.
i
1
1
It is understood that the new building will be a single
story structure, constructed with concrete tilt-up walls on spread
footings. The plan dimensions of 'the office building are in the order
of 75 feet by 90 feet.
The site is relatively flat and is presently bounded by
' wooded lots. At the time of our field work, the site had been essen-
tially cleared of trees, vegetation and, for the moat part, organics.
tFIELD INVESTIGATIONS
tIn order to investigate the subsurface conditions and
materials underlying the new office building, two test pits were
excavated. The Site Plan, Figure 1, shows the locations of the test
pits. The test pits, designated as test pits TP-1 and TP-2, were
' excavated on Thursday, September 15, 1977.
' The test pits were excavated with a rubber-tired backhoe and
were on the order of 10 feet deep. As excavation proceeded a detailed
' log of the conditions and materials uncovered was maintained by a soils
engineer from our firm. At selected intervals of depth disturbed
samples of representative soils were obtained and placed in air- _ght
glass jars. All of the samples were returned to our laboratory for
detailed classification and routine laboratory testing.
Logs of Test Pits Figure 2 presents thy- logs of test pits
TP-1 and TP-2. Each log describes the subsurface soils and materials
en.ountered and the depths where any changes occurred. To the right
of each log are Shown the depths where samples were obtained.
1
1
1 LABORATORY TESTS
1 The samples that were obtained from the test pits were
carefully examined in our Laboratory, the physical characteristics of
1 the samples were noted and the samples were classified. In addition
to the visual classification, routine classification tests, consisting
1 of natural moisture content determinations, were performed.
1 DISCUSSION OF SUBSURFACE CONDITIONS
1 In general, the soils disclosed by the test pits may be
classified as either 1) brown clayey silt, or 2) light brown silt with
some sand. No groundwater table was encountered in the test pits.
1
The layer of brown clayey silt was encountered in the upper
1 0. 5 to 0.8 feet in test pits TP-1 and TP-2, respectively. The brown
clayey silt contained occasional roots, and oxide nodules were observed
1 in test pit TP-1. The relative consistency of this upper layer is
considered stiff to very stiff.
1 Very stiff light brown silt with some sand was encounL.ered
1 below the brown clayey- silt. The test pits were terminated in the
light brown silt at a depth of about 10 feet. Oxide staining was evident
in the light brown silt deposit, particularly i-1 the upper 2� feet.
1
CONCLUSIONS AND RECOMMENDATIONS
The following sections outline our conclusions and
r(-com-mendations with respect to founding the new office building on the site.
1
1 - 3 -
Site Preparation and Earthwork
Prior to any earthwork the ground surface sh7uld be cleared
of all deleterious materials to expose firm, nat.urat. ground. Subbase
tpreparation for areas to receive structural fill should include proof-
rolling. Any soft or wet areas detected by the proof-rolling should be
ove_rexcavated down to firm ground and the grade restored using a compacted
strctural fill.
After the ground has been suitably prepared, fill material,
consisting of either granular material, i.e. , sand and/or gravel, or
' cohesive material, i.e. , clayey silt and silt, may be placed under
controlled conditions. Granular material may be placed in 12-inch thick
' lifts loose (maximum) and compacted to at least 95 percent of Standard
Proctor maximum dry density using a vibratory compactor. If cohesive
material is used, on the other hand, it should be placed in 9-inch
thick lifts loose (maximum) and compacted to at least 95 percent of
' Standard Proctor maximum dry density. The moi-,ture content of the fill
material at the time of compaction should be within + 2 percent of the
optimum moisture content.
Foundations
Footings The loads of the new office building, in our opinion,
may be carried by spread footings. Based on our observations during
the excavation of the test pits, it is a considered opin;-gin that an
' allowable soil bearing pressure of 2000 lbs. per sq. ft. may be used
in foundation design. This allowable soil bearing pressure should be
used with respect to real loads, i.e. , dead load plus rual live load,
carried by each individual spread footing. Regardless of the foregoing
' criterion, we recommend that the minimum width of any footing be no
e
1
1
1 less than 2 feet. The minimum depth of embe0ment for perimeter footings
should be 18 inches measured from the outside ground surface, or 12
inches measured from the inside finished grade, whichever results in a
greater depth of embedment.
1
Settlements [lased on the physical characteristics of the
' natural stiff to very stiff clayey silt and silt so?.ls, it is our opinion
that the maximum total settlement of any footing should be on the order
1 of 1/2 inch. The maximum differential settlement between any two
adjacent spread footings, in our opinion, should be less than 1/2 inch.
1 SUMHARY
1 The test pits disclosed that: relatively uniform conditions
are present across the site of th,� new Toledo Scale sales office building.
' The natural soils consist of ;;bout a �-foot thick mantle of stiff to
very stiff brown clayey silt, whirl: is underlaf.n by very stiff light
' brown silt with some sand. Groundwater was not. encountered in either
of the two test. pits.
1 The undisturbed stiff to very stiff brown clayey silt and
1 silt soils should provide suitable support for the spread footings of
the new building. In our opinion, an allowable soii bearing pressure
of 2000 lbs. per sq. ft. should be used for the design of spread footings
1 founded in firm natural ground. 'fhe allowable soil bearing pressure
should be used with respect to real_ loads, l.e. , dead load plus real
1 live load, carried by each spread footing. Regardless of the foregoing
criterion, the minimum width of .any footing should be 2 feet. A
1 m?_ciimum embedment of 18 inches is recommended for all exterior footings.
It is our opinion that the- maximum total settlement of any foundation
1 unit should he within 'limits normally acceptable for the type of con-
striction contemplated.
i
1
1
' LIMITATIONS
The scope of the investigation is limited to an inve: tigati.on
of the subsurface conditions for suitably four►d?ng the proposed new
1 office building on the site. This report has been prepared in order
to aid in the evaluation of the site and to assist the architect and
' structural engineer in the design of this structure. Our description
of the project represents our understanding of the significant aspects
of the project relevant to the design and construction of earthwork,
foundations and similar. In the event that any changes in the design
' and location of the building as outlined in this report are planned,
we should be given the opportunity to review the changes and to modify
or reaffirm the conclusions and recunmiendations of this report in
writing.
' The analysis and recommendations submitted in this report
are based ufon the data obtained from the test pits performed at the
' lot-•i"_ions indicated on the Site Plan and from any other information
discussed in this report. This report does not reflect any variations
' which may occur between these test pits. In the performance of sub-
surface investigations, specific information is obtained at specific
' locations at specific gimes. However, it is acknowledged that variations
in soil conditions may exist between the test pit locations and, also,
' that groundwater levels may flucturate from time to time. The nature
and extent of variaLluns may not become evident until construction.
If, during construction, subsurface conditions different from those
' encountered in the exploratory holes are observed or encountered, or
appear to he present beneath or beyond excavations we should be advised
' at olice so that we can observe and review these conditions and reconsider
our recommendations where necessary.
- 6
' In order to observe compliance with the design c.uncepts,
specifications or recommendations and to allow design changes In the
event that subsurface conditions differ from those anticipated, it is
recommended that all construction operations dealing with earthwork
tbe inspected by an experienced soils engineer.
' Very truly yours,
' L. Radley Squier, P.C.
LRS/GM/mp
1
5 W VARN_'i ROAD
I �
1 � �
PROPOSED PARKING
MTP-1
I
I I
' i I
I
iPROPOSED SALES OFFICE IBJ
r I 1
i I
I
iSCALE 1.20
1
LEGEND MTP-2
MTP-2 Test pits made as part SALES
01-FICF LF
of the foundation investigation T LEDARD, OREGON
on September 15, 19:'7
SITE PLAN
SEPTEMRFR, IW1
L R SOUIER INC ,CONSULTING ENGINEERS
SOIL MECHANICS 11 FOUNDMON ENGINEERING
FIG. I
TP-1
00 Very stiff brown clayey SILT with oxide
O 5 nodules and occasional roots w=re 9
Very stiff brown Yo light brown SILT c"0
with some sand; oxide staining In
upper 2.5 feet
' F-
w
it
Z_ t"w--i9 1
C> 0
t-
d w=24 5
W C>I 0
1 �
9.8 C>I 0
' NOTE
Hoth test pits were excavated
on September 15, 1977
' TP-2
0(0 Stiff brown clayey SILT with occasion-
al tree roots
w:116 i
8 Very stiff light brown SILT with some C-0.75
sand, occasional oxide staining
t
LTJ
w
lL w=147
C>10
' S
0- w=24 6
w C>10
cj c>I 0
LEGEND
N=Grob Sample SALES OFFICE
TOLEDO SCALE
w=Natural Mo,,:rure Content,% TIGARD, OREGON
tc= Torvane Shear Strength,t s f
LOGS OF TEST PITS
' TP-1 AND TP-2
SEPTEMBER, 1977 5.374
' t R SOUIFR INC ,CONSULTING F NGINL F RS
SOIL MECHANICS S FOUNDATION ENGINEERING
FIG.2
PERMIT APPLICATION ";Y TIG,kRD CATS
3UILDIhU
',HE OND4 RSIGNED HEREBY APPLIES FOR APE RMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE?
C OV,",IER PHONE_ —2
Ufi A, r AWN ANC APPROVED IN THE ACCOMPANYING PLANS AND SPFCIF ICAI IONS. LOT
�+IE UDRESS
'— ARCHITECT
p ENGINEER
/►DDRESS Q �TUESIGNER ,,,
rr--11
.ARE ,MIEW _❑REMODEL_ ❑ADDITION - _ ❑ EPAIR RENEWAL L-JFIRE DAMAGE ❑DEMOLITION
LI NCEXC,MM QEDUCATION_AL ❑GOV'T ❑RELIGIOUS[]PATIO ❑CAR PORT ❑GARAGE ❑STORAGE❑SLAB ❑FENCE
-1 POND _ p DMOVING ❑❑_CONDITIONAL USE y _D�/JDLSSIGN REVIEW ❑COUNCIL APPROVED_� �❑SIGNS
NCYZ . L ANS USE ZONE 1 BLDG TYPE ..S'�-'FIRE 20Nf PLAN CHECK BY ',�_!w _�. HEAT.__��_`
)A.(1 F4S70_fP.L.S?A)? ElrFiT_ .^J NQ ST41RIES_-�
BUILDING DEPARTMENT SET BACKS FRONT t? —0 rREAR' � ►`O�,LfFT SIOE leg RIGHT SIDE
Fr.rmit
---- THIS PFRMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING
Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE
WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH
Sub total ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE
-- -- RESTRICTIVF COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS
`,late Tex / LICENSE SEPARATF. PE RMITS REOUIRED FOR SEWER, PLUMBING AND HEATING.
Total 1^.1e_
BY .— -- ----..__�. -- -- -- - - - - -- --
pPPI(CANT Op AGENT
AhVrovec{ Receipt No
---- ---- -----
ov
CITY OF TISARD
ORDINANCE 777-26
STREET SYSTEM DEVELOPMENT CHARGE
DATE : �Z_ ESTIMATED SALES PRICE $ RCr�
APPLICANT NAME _ TELEPHONE 7
JOB ADDRESS- O Q o �,,,�.P� -/ _BLDG. PERMIT 7
AMOUNT OF FEE FOR S. D. C.
�.
DESCRIPTION OF IMPROVEMENT_
EXEMPTIONS -PER ORDINANCE 777-26
FEE RATES:
A. Single family dwelling unit under $60, 000.--------- $300.00
B. Single family dwelling unit over $60,000. --------- $400. 00
C. Mobile Home Court Space (NPw Development)---------- $150.00
D. Multi-Fam4ly Dewllings--per unit------------------- $240.00
E. Commercia ;. , Industrial & Institutional(Park. Space) a c h
F. Single family unit under $40, 000. ----------------- $250.00
7 -ellSEWER PERMIT �'�
N° 13762
UfUnfied Sewerage Agency
of Washington County CITY OF— TJ gam DATE
OWNER - Smith Ritchie Corp. PHONE
OWNER ' S ADDRESS:
TYPE OF INSTALLATION:
MUILDING SEWER ❑BUILDING SEWER AND SIDE SEWER
'TYPE OF OCCUPANCY:
>X P,wW ❑ SINGLE. FAMILY J2XCOMMERCIAL
❑EX1ST . (PRIOR TO 7- 1-70 ) ❑ MULT . RES. [:) INDUSTRIAL
FIXTURE UNITS DWELLING UNITS
PERMIT CONDITIONS: THE APPLICANT AGREES TO COMPLY WITH ALL RULES
AND REGULATIONS OF THE UNIFIED SEWERAGE AGENCY . WHEN CALLING FOR
INSPECTION, PLEASE REFER TO THE PERMIT NUMBER . THIS APPLICATION
EXPIRES IN ONE-HUNDRED AND TWENTY ( 120 ) DAYS. THE AMOUNT PAID WILL
BE FORFF_ITED SHOULD EXPIRATION OCCUR.
F EES:
PERMIT FEE $ 50.
CONNECTION CHARGE 1 , 800,
SIDE SEWER INSIALLATTON _
ISSUED BY
OT
TOTAL $__ 1 . 850.
i
APPLICANT DATE
SEWER PERMIT W 13762
ADDRESS OF STRUCTURE _—'1L90 SLI F i r I nnT _
TAX MAP_ TAX LOT SYSTEM fanno creek
LOT BLOCK OF _
APPROVED BY DATE IS UED BY DATE
REMARKS bldg. #1677
�_• -�-'1 DEPARTMENT OE COMMERCE–PLANS REVIEW SECTION ` E Q NS REVIEW
"1 ROOM 976,STATE OFFICE BUILDING,POP'LAND 97401I LDINO PERMIT)
Office Sw' No.
Building Toledo Scnie Sales_ - — Address -
Building _. Sound Value -�17+M��Plan Fee–u 4o
County Washin tori Occupant ___-- Const. _ Vi}-- Date R _
Archilect Thomas Ralph Mackenzie New Bldg A Addition El Alteration
❑ Received ��
���,°7}�11C►r11-Ou*--P=Claud Date Reviewed _
Owner .__Smith-Ritchie Corn} —_ Address 1c.
6 s NS Fire Wells NS Fire Escapes NS Exits
Stories 1 _ Area ��� /�– Attic – /— To,.WAh
Main Fir, Basement Hix Stops
NO Vert. Shafts __._I`�.–/_--=- Sprinklors --- – /— – Man. Alarm _-._.�OS•P. --Kt. Size--Ext.
Stairs -._175L–/_ – - No Yes Area Coveted Int. Size Ext.
Closed Closed
(�'' ACT��'$Roof til t ii?.) Str. Members f' �
E r.t. . nntl
�tLO—/ – Ht. Det. _NO /---1----.._- Floor _.QC Ceiling
i.
Cass No. Type Area Covd. Open Beam
Fuel _
Type flue _-_.�---- Type Htg. System —.__tis-------
Wall coveO Gsy-p�dHtr. rm. encl. ._—_I1..a--- Yp
TI , Bone.
onformity with fire protection statutes and regulations of Oregon admin-
The
minThe submitted plans have been reviewed for c
istered by this office. Items No. -
checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into
the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or
oversights by this office or of ron._cmpliance with any applicable regulations of local government.
REMAP.KS:(1) This is a firE� and life safe�y plan review covering the construction of a
_ _ Thi.s review is based on the fire and life
building indicated to br: in Fire Zone 2. life
of the 1973 State of Oregon Structural Specia_ lty Code.
-�2�- NO stor�c of volatile flammable liquids shall be allowed and the handli�e of
�aso_line, fuel oil and other flammable liquids shall not be permitted unless such Ilse and
handling comply with UBC Standard 10-1.
=7fXjJ be
3) al
; f the office area is used by the public a et �h�1ss
Examined by �---
A lint File, Deputy,_SFM, Ownr; :�Fire�Elec.______ _
Copies to: ._pplca-�-- sP•265e5e14
PPS 2
$EL .RTMENT OF COMMERCE–PLANS REVIEW SECTION
NOTICE OF PLANS REVIEW
ROOM 976, STATE OFFICE BUILDING,PORTLAND 97201 (THIS IS NOT P BUILDING PERMIT)
Toledo Scale Sales Office SW 72nd & Vzrnc Rd., TiSard No. 1310-77 `"Zs-Building r Building Address
"Parated from the warehouse-stock area and shall be a one hour Occupancy sUaratirn _
_wall as specified in Sec. 503. Sec. 1102(b) —
( Plans are acceptable ss submitted subject to the items noted above and the ap roval
of the authorities having Jitrisdiction.
CITY ARD `'"`'- 1 ,r+
BUILDING PERMIT APPLICATION of TIG, DATE 7" �7
THE UNDERSIGNED HERESY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDERPHOIQL-,_ �
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE
LOT NO.
OWNER" it" futrhie I 7.L'IJJODADGREss rlI9O 1!J F Ll LDOF1 HOME ADDRESS
40qn / �� r-
y='s'��, � ARCHITECT
ry ^ ENGINEER
BUILDER f310r lry 1,7l4 0�`, x1'�,-hDDRESS I'1EIC:"3nZ i I'' I_T11a. 1111c. DESIGNER ��
STRUCTURE 1, NEW ❑REMODEL ❑ADDITION ❑REPAIR ❑ 11--J
RENEWAL LFIREDAMAGE ❑DEMOLITION
❑ RESIDENC61 ;000MM []EDUCATIONAL ❑GOV'T ❑REL_ GIOUS❑PATIO ❑CAR PORT ❑GARAGE ❑STORAGE❑SLAB []FENCE
❑BOND ❑MOVING DCONDITIONAL USE ❑DESIGN HEVIEW ❑COUNCIL APPROVED ❑SIGNS
QCCUPANCYJ=iLANU USE ZONE J],_�_BLDG.TYPEjN FIRE ZONE_:L PLAN CHECK BY. ' ,"t'' HEAT.
_ const. concrete tilt up bldg. 90x77 all per plane as prepared by
Mackenzie Lnl;. & Paddric Const slab. Co.
(CC-LQAQA,j -.- Fj.QvN-LLQA-0L"11LL.LiS.12HEIGHT1;_,1 J" NQS-SI_Q.BUf$ ____AREA' T: O NU BEQROOM5 ___.V ��i7lJll•
BUILDING DEPARTMENT SET BACKS FRONT REAR 4tJ LEFT SIDE lU RIGHT SIDE
Permit 3111. a�
THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING
Plan Check If,0.']) REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE
WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH
Sub total ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE
REST41CTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS
State Tax 19.19 LICEN$E. SEPARATE PERMITS "ETRED FORS EA, PLUMBING AND HEATING.
Total aQl SQ
RY
1 _
APRP- NT OR AGENT
Approved — — Receipt No J.
\
ADDRESS W 5NE
i
DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE
Contractor
l ,r i (. c r' ,c — Permit No.
< A � ��_� �( U7 �C►N.J
Roughin
- L Fixture
+ 1' i' T�� t- — l :t( t3;r2'r�l n t• I Final
ij ,`� *T —T HEATING
Contractor
Permit No.
Gas or Oil _
7 7 uP,AIII -I/V A, - Ok Rough-in
Final
SEWER
_ Final
DRIVEWAY
000,
--�----r
iFine
Storm Drainage
(Rain Drain) Final
vi V LAM? Sidewalk
Curb&Street Final-
Approach.----.-
BLDG
inalA roach_ __BLDG DEPT FINAL TEMP RARY LERTIFICATE OCCUPANCY
CERTIFICATE OCCUPANCY Final
Landscaping
Zoning Final
J
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MACKENZIE ENGINEERING
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STAFF REPORT
TIGARD DESIGN REVIEW
July 27 , 1977
Tigard City Hall
12420 S .W . Main Street - Tigard, Oregon
DOCKET: SDR 26--77 (Toledo Scales)
LOCATION: Varns Office Park, southeast corner of S.W . 72nd and Varns
APPLICANT: Smith-Ritchie Corporation,
REQUEST: For site plan and architectural review of an office--warehouse
1 . BASIC FACTS :
1 : On August 3 , !976 , the Tigard Planning Commission approved
a cimmercial-office park planned development and attached
the following conditions :
a. The signing program for the entire park be subject. to
Design Review Board approval
b . That 20 feet along S .W . 72nd Avenue be dedicated for the
future widening of S .W . 72nd Avenue to arterial stand-
ards .
C . An agreement to participate in a local improvement dis-
trict for the improvement of S.W. 72nd to City standards
to an arterial street and the same type of agreement ba
attached to Lots 9 , 10, and 11 to bring Varns Street up
to City local street standards .
d. A covenant to the deeds for Lots 1-8 , 12 , and 13 be
executed prohibiting access to S .W. 72nd and S .W. Varns
Streets. Lots 9, 10 , and 11, which will have access
to S .W. Varns, shall be restricted from having through
access to the internal street.
e. The setback from S .W. 72nd Avenue be 40 feet with a ten
footintrusion allowable for no more than 1/3 of the lot
width, if no other feasible option is available.
f . A ten foot wide emergency vehicle access be provided
along either Lot 10 or 11 on a pedestrian path or to
be constructed with six inches of base rock overladen
with sod and signed at both S .W. Varns Street, and the
unnamed interior road.
g. The internal street with a 20 foot pavement width be
constructed to City standards for commercial streets
STAFF REPORT
TIGARD DESIGN REVIEW
July 27, 1977
Page 2
and signed for no parking.
h . The bus turnout lane be dedicated and improved as part
of the S.W . 72nd Avenue local improvement district .
i . Wheelchair ramps be conptructed to City standards at
the northwest corner of Lot 12 , southwest and southeast
corner of Lot 13, the northwest and northeast corner of
Lot 1 and the street median.
j . A five foot utility easement be provided along all. lot
lines as deeded .
k . Access to Lots 1, 5 , and 12 be combined with adjacent
lots and access to Lot 9 be combined with Lot 8 . Access
to Lots 14 and 15 be provided on the north and south ,
respectively and access to Lots 1 and 13 be .from the in-
ternal road, not the entrance way .
1 . The storm drainage and retention system be approved by
the City Engineering Department , Washington Count; De-
partment of Public Works and the State Highway Depart-
ment .
M. A street opening permit onto S .W. 72nd be acqui�ad From
Washington County Department of Public Works.
n . A street lighting plan to City standards be approved by
P.G.E.
o . All. outright permitted uses allowed in the Commet-cial-
Professional(C-P) zone be permitted and as a conditiDnal
use (according to Chapter 18. 72) , small-scale, limited
research and development types of non-polluting industry
of the following types :
(1) _Research and Development Laboratories including ex-
perimental , testing, and processing facilities .
( 2) Manufacturing and Assembly of Electronic Inst._ru-
ments and Equipment and Electrical Devices .
(3) Manufacturing and Assembly of Precision Instru-
ments, Tools or Devices . ��
(4 ) Trades Skills or Industrial Schools.
STAFF REPORT
TIGARD DESIGN REVIEW
July 27, 1977
Page 3
(5) Publishing Printing, and Bookbinding Facilities.
(6) Manufacturing of MFdicines and Pharmaceuticals.
p . All remaining aspects of the development be constructed
tc applicalbe health , subdivision, and zoning codes.
II . SITE PLAN REVIEW :
The applicant is proposing to build an office warehouse on Lot
11 in Varns Park . The site is heavily woodea with large growth
fir and oak . The proposal has complied with the planned de-
velopment plan and program and has left over 40 percent of the
lot in its natural state . No landscape plan for site has been
required at this time because of the heavy vegetation . However,
the option to require a landscape plan should be retained if ,
due to construction , significant amounts of vegetation are
lost .
The only deficiencies in the site plan are as follows :
o The south parking area specifies only 22 feet in backup rather
than the code requirement for 24 feet .
I
o The north parking area specifies 16 foot long stalls rather
than the code requirement of 19 feet.
o No location for the freestanding sign has been specified.
III . ARCHITECTURAL PLAN REVIEW :
The applicant is proposing to build a 6, 750 square foot office-
warehouse of exposed aggregate concrete panels with a four foot
wide paint strip (dark brown) running along; the top of the
building and decorative cedar panels in this front portion . Be-
cause of the exposed aggregates and decorative panels, the build-
ing should blend in well with the office park concept .
A sign detail has been submitted specifying a rretal structure .
In order to blend with the setting and be compatible with the
building, wood should be used .
IV. GENERAL REVIEW:
The following Planning Commission conditions pertinent to this
request have not yet been satisfied : (See B!tsic Facts) Condi-
tions 1 , 2, 8, 10, 12 , 13, and 14 .
STAFF REPORT
TIGARD DESIGN REVIEW
July 27, 1977
Page 4
Condition 14 is a requirement for street lights . Because of
the nature of the developmeit , these lights should be decorative
and compatible to the theme of development .
V. STAFF RECOMMENDATION :
Staff recommends approval with Lhe following conditions :
1. A landscape plan be received for review if after erection
of the building significant vegetation is lost due to con-
struction .
2 . All parking spaces have 24 feet of backup and be 19 feet
long.
3. Sign location and details be reviewed before issuance of
the sign permit .
4 . That the following Planning Commission conditions be satis-
fied before issuance of a building permit :
a. That 20 feet along S .W . 72nd Avenue be dedicated for
the future widening of S .W . 72nd Avenue to arterial
standards .
b. An agreement to participate in a local improvement dis-
trict for the improvement of S .W. 72nd to City stand-
ards to an arterial street, and the same type of agree-
ment be attached to Lots 9, 10, and 11 to bring Varns
Street up to City local street, standards .
C. The bus turnout lane be dedicated and improved as part
of the S .W . 72nd Avenue local improvement district .
d . A five foot utility easement be provided along all lot
lines as deeded.
e. The storm drainage and retention system be approved by
the City Engineering Department , Washington County De-
partment 'of Public Works and the State Highway Depart-
ment .
f . A street opening permit onto S .W. 72nd be acquired from
Washington County Department of Public Works .
g„ A street lighting plan to City standards approved by
P.G. E . be satisfied before issuance of the building per-
mit .
STAFF REPORT
TIGARD DESIGN REVIEW
July 27, 1977
Page5
5 . A detail for light standards be submitted for design reviewl
Richard Bolen , Planning Director