7204 SW DURHAM ROAD STE 800-1 pJ
A
VI
d
00
O
O
7204 SW DI 7RHAM RD STE 800
CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 Business Phone: 639.4171
Footing Rain Drain Cover/Service FINA
Foundation Water Line Ceiling
Post/Beam Mech. Shear/Sheath Framing -Mach.
Plbg.Und/Flr/Slab Piha. Top Out Insulation -Elect.
Post/Ugam Struct. Mech. Rough-in Gyp. Bd. -Bldg.
San. Sewer Gas Line Appr/Sdwlk Reins.
Other:
Date: 1 I 1-2--\"l l� -- A.M __P.M. E=ntry:
Address: � Sd,AJ , YI(�
Tenant: _ Ste MST
BUP: _
Con/Own:_r� �_��/��Z MEC:
PLM: _
ELC.
THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR
Inspector: —-___--- Date {/~'_C
PFROVED _�.DISAf PROVED/CALL rr'f. IEINSP CF CO
CITY OF TIGARD BUILDING INSPECTION NOTICE_
Inspection Line: 639-4175 Business Phone: 639-4171
Footing Rain Drain Cover/Service FINAL:
Foundation Water Line Ceiling -Plumb.
Post/Beam Mech, Shear/Sheath Framing -Mech.
Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect
Post/Beam Str.u:t, Mech. Rough-in Gyp. Bd. -Bldg.
San. Sewer Gas Line Appr/Sdwlk Reins.
Other:
Date: ._ [ � A.M. P.M._ _ Entry:— —
Address: _77 2-0 q
Tenant: ._ Ste:? MST: _
Con/Own: BLIP:_ MEC: -
PLM:
THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: c�
- i
Inspector: i iC�r m � Date:�C'J �—
,APPROVED -__ DISAPPROVED/CALL FOR REINSP. CF � CO
t
o . a --
CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line: 639-4175 3usiness Phone: 639-4171 Q
Footing Rain Drain Cover/Service U1 .
Foundation Water Line Ceiling
PosUBe3m Mach. Shear/Sheath Framing
Plbg.Und/Flr/Slab Plbg. Top Out Insulation Elcct.
Post/Beam Struct. Mach. Rough-in Gyp. Bd. '
San. Sewer Gas Line Appr/Sdwik ei
Other: .. ----
Date: ��Lp_ A.M. P.M. Entry:
Address:
tenant: - C_- ���-' Ste:goMST:
U
Con/Own: Lj MEC:_ ��'—
PLM: —--
ELC: _ -----THE FOLLOWING CORRECTIONS ARE REOUIRED: ELR: —_- -_
inspector: .. --- — — -- Dat Z
ROVED _DISAPPROVED/CALL FOR REINSP. CF CC,
L— —_ _-- -- — ---- — —
CITY OF TIGARD
DEVELOPMENT SERVICES
13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171
CERTIFICATE C*
OCCUPANCY
PE RN f T 0. . . . . . . a DUF,9fa
DAI'L !GS;,UCT): 0701i'22,/06
PARCULI ?91i,3Ac--rA0t00
ADDRESS. - - t07204 SW DORHAM PU &,01300
-IJUDIVIEUION. . . . ACOUNCIL VIEW ACPES ZONINGsl-P
BLOCH. . . . . . . . . . 9 LOT. . . . . . . . . . . . . .* JUR15I)TCTION: f'16
"t-pSS OF WORK. :ALT
,'PE., OF USE. . . -GFOM
r'PE Of' CONGTR-5N .:.'IV
!A..:(,UF1ANCY GRP. 03
OCCUPANCY LOAD A 81
.NANJ NsjMU. :fl"UPE, El- E C-1 RON I
-,mat-ks : Tenant impi-ovement
4-30AINGT ON COUNTY
OCILATIFU MGMT-ADMIN
Ill SE WNL GHIN(A'ON Sr
TU-SIAORC) OR '171iF-'3
licine #3
ontv-PrAvr-1
11 ORKE14, HL CO. 1111C.
' 5350 ';W SEOU01A BLVD
TF., 30v,
JUPRD OP 970.?.4
I)cinp #: bi:?4--'M7
-;,14 #. . . 000413
,_jjS C'ej-tjfjC,6At * gt^Arjtg ar.craCrRnc y of the EAbvvv r-eferenced bl.iildiny or, Pur-tim
litai-puf and confiv,ma that the b-..01t1ing has heon inspected For, comOimnce wifl.
tie :;tatp of Ot-4011 Specialty Crucips for- the qv-oup, occ•upanc.'V, And use 1.tndet
t-ef et-enced .1 1 11 was i4it.10d.
B0I1.-DING OFFICU-1
P 0[ 3 r (N CONS97i I CUCILK! PLACE
BING ERMIT
CITY OF T I GARD PERMIPLUT M#. . . . . .P. : PLM96-0118
COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 06/06/96
13125 SW Hall Blvd.Tigard,Oi*Won 97220e6199 (503,1 039-4171
SITE ADDRESS. . . 07204 SW DURHAM RD� #H00PARCEL: 2S113AC-00100
SUBDIVISION. . . . : ZONINGe I—P
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . .
CLASS OF WORI-',. . :ALT GARBAGE DISPOSALS. 9 0 MOBILE—HOME—SPACES. : III
TYPE OF USE. . . . sCOM WASHING MACH. . . . . . a 0 BACKFLOW PRE VNTRS. . 0
UCCUPANCY BRP. . :Ba FLOOR DRAINS. . . . . . : J. TRAPS. . . . . . . . . . . . . . 0
STORIES. . . . . . . . a 0 WAFER HEATERS. . . . . : I CATCH BASINS. . . . . . . : 0
LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0
SA'NKS. . . . . . . . . . I URINALS. . . . . . . . . . . . I GREASE TRAPS. . . . . . . : 0
LAVA10RIES. . . . . 4 OTHER FIXTURES. . . . : 0
TUB/SHOWERS. . . . - 0 SEWER LINE (ft ) . . . : 0
WATER CLOSETS. . : 3 WATER LINE (ft ) . . . : 0
DISHWASHERS. . . . : I RAIN DRAIN (ft ) . . . : 0
Remarks : Tenant improvement Fittl.i rL P Electronics
Owner. ------------ FEES
PAC1RUS1 type amol.Ant by date recrit
15350 SW SOUOIP PKWY PRMT $ 108. 02' JMH 02,/06/96 96-280305
SUITE 300 PLCK $ 27- 00 J11H "A6/06/96 96--280305
TIGAR'D OR 97224 5PCT s 5. 40 JMH 06/Ot '96 9 P 0
Phone #: 624--6300
Cont ract or:
DEAN WARREN PLUMBING
3111 SE 13TH
PORIL"Nl) OR 97202
Phone 236 -4152 t 140. 40 TOTAL_
Req000172'
------- REQUIRED INSPEC-rJONS
This permit is issued subject to the regulations contained in the Sewer Inspection
Tigard Municipal CDdo, State of Ore. Specialty Codes and all other Water line Insp
applicable laws. All work will be done in accordance with TOP—OLIt Insp
approved plans. This permit will expire if work is not started Final Inspection
within IN days of issuance, or if work is suspended for more
than IN days.
P e r In i t t e e S i n a t U r e
4--
Call for inspection 63'j--4175
<cv OSl>��jCr
Citv, of Tigard PLUMDING PERMIT APPLICATION Planck/Rec.
13125 SW Hall Blvd. �� Permit # 777 77 -SII
Tigard, OR 07223
(003j 639-4171v�2`jGt� iS
MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE
New e Family Heslder ces Only
' _ l
A'ww sc�i C3 1 BATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.00
JGh v O 3 BATH HOUSE$225.00
Address owstalp Fee includes all plumbing fixtures in the dwslling and the first 100 feet
of water service, sanitary sewer and storm sewer. See fees_below.
«wn..rewnwr - FIXTURES QTY PRICE AMT
r L1( -9-090
Sink
✓ 9.00
Lavatory .% � 9.00
Owner ,, 5,,, r 'rub orTutvShower Comb. 9,Q0
_'' Shower Only g 00
T�r __ Water Closet L 9.00 . ';
NYrr rAM d w/4u) Dlshweshel 9.00
Garbage Disposal 9,00
Occupant "r„sAftW rrw. Washing Machine 9.00 "-^I
Floor Drain 9.00 -{II
Water Heater -�- 9.00 —1
I
Le-ndry Room "ray
Nuri
/n� Urinal
9.D0
WA Zt•v F' A.4 Other Fixtures (Specify) 900 --
4Nn$/Mrw -----
Contractor Aw" — 9.00
_3 1 S = � ,1:3 0 --- — -
_ 9.oa
V111I9.00
l_4 c 71 r Sewer 1st 100' 30.OU-
ouayar Kreits. aq wTu Na Sewer-ea. Addir. T70_- __-
17
00' M_ 25.00
Water Service 100'ice 1st _
_ _ 30.00
I hareby acknowledge that I have read this applirsoon, that the Water Service ea. Addit 200' �- 25,00
information given Is correct, that I am the owner or authorized agent of
the owner, that plans submitted are In compliance with State laws, that Storm b Rain Drain 1st 100' 30.00
I am registered with the ConstrucUon Contractor's Board, that the Storm &Rain Drain Addil. 100' 25.00
number given is correct. (If exempt from Stale registration, please
give reason belo .) Mobile Home Space 25.00
Bar.k Flow Pravention ^i
r ,"' �� .'i Device or Anti-Pollution Devine 5.00
`..,� �° Any Trap or Waste Not �-
_ Connected to a Fixture 9.00
Describe ti.ork new addition 0 aKeration 7--repair 0 r'•atr.h Basin -9.00
to be done residdindal U non residential 0
Inap, of Exist. Plumbing 40.00/hr
Existing use of Specially Requested Inspections 40.001hr —
building or property C J(n Aiu_ f;,L IARain Drain, single family dwelling 30.00
Residential backflow prevention
��/�p^) / n r devices 1500
Pro�osea use of ((_I 1 r�-/! �, .1C `'�- tom- - ------- ---
bwlduhg or property �
*(Except resfdentlal backflow -`
t preventlon devices)
NOTICE "Minimum Fee $25,00 SUBTOTAL
PERMITS BECOME VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN 180 Dido, OR IF Q% SURCHARGE
CONSTRUCTION OR WORK IS SUSPENDED Oil ABANDONED
FOR A PERIOD Or 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED PLAN REVIEW 25% OF SUB,OTAL C `
I
Special Conditional TOTAL _—L-1
Dots Issued by
June 13 , 1996 (CCITY F TIT'GGARD
OREGONProtemp A8sociates Inc. /
807 NE Couch
Portland, OR 97232
Re : FUTURE ELECTRONICS
7204 SW Durham #800
PC5-58C MEC96-0141
The plans and specifications have been reviewed for conformity to
applicable nodes . Please submit three ") sets of revised plans
and specifications incorporating the following requirements :
Mechanical
,^ The heating/ventilation system must provide 20 cubic feet per
� 4
minute (cfm) of outside air per occupant in the office portion
of the building [UBC Section 1202 .2 . 11 .
2 . Each individual roof-mounted HVAC shall be permanently labeled
as to the areas it serves [UMC, Section 304 . 5] . In addition,
each unit shall be equipped with a power disconnect and a 120-
volt receptacle shall be located within 25' of each unit [UMC, I
Section 309. 11 .
The attachment of permanent equipment ;HVAC) supported by the
�- building' s structural components shall be designed to resist
the total design seismic forces prescribed in Section 2336 (b)
of the Structural Specialty Code . Provide an engineer' s
design specifying attachment requirements for AC Units 1 & 2
r
(SSC Section 106 . 3 .2) .
��. Provide an engineer' s analysis of each structural member
supporting the additional weight of the HVAC units [OSSC,
Section 106 . 3 . 21 .
If you wish to discuss any of these items, please give me a call .
Sincerely,
James Funk
Plans Examiner
mec96-0141\pcS 141c
1125 SW Nall Blvd., Tigard, OR 97223 (503) 639 4171 TDD (503) 684-2772 -
OILCHANICAL
R 11
CITY aF TIG, RD r-'EP1y1IT #. . . . . IT. . : IYIEC96-0141
COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 07/371/96
1:1125 SW Hall Blvd.Tigard,Oregon 97223o8169 k503)639.4171
" L CADDRLSS. . . : 01,—'214 "-:�W [)U,'�H(411 Ru w3vio PARCEL: ES113AC-0121100
Il
SURD I V I S I ON. . . . a ZONING: I-P
BLOCK. . . . . . . . . . . LOI.. . . . . . . . . . . . .
(-'LAT)S OF WORK. . :ALT FLUOR FURN. . . . 0 EVAP COOLERS: 0
TYPE OF USE. . . . -LOM UNIT HEATERS— : 0 VENT FANG. . . : 2
OCCUPANCY GRP. . -D VF-N75 W/O APF"'L: 0 VENT SYSTEMS: 0
S TOR I ES. . . . . . . . : I BOILERS/COMPRESSORS HOODS. . . . . . . : 0
F1JEL TYPES------ 0-3 HP. . . . 6 7 DO11ES. INCIN: 0
- /GAS/ 3-15 HP. . . . 0 COMML. INCIN: 0
MAX INPUT : 0 BTU 15-30 . . . 0 REPAIR UNITS: 0
F-I RE DAMPL RG N 30-50 HP. . . . 0 WOODSTOVES. . - 0
GAS PRESSURE. . . : 11 50+- HP. . . . 0 CLCI DRYERS. . : o
NO. OF UNITE,-- AIR HANDLING UN I TS 01+4ER UNITS. : 0
FURN ( 100K BTU: 7 100100 C'fol : to (SAS OUTLETS. - 4
F-URN ) =100K BTU: Q, > 10000 Ufm : 0
Remav-1-is . Tenant improvement Fl.Ati-tre Electronics
ljwr)et-- FEES
i-71ACT RUST type am o .Ant by Hat e recpt
15350 SW SQUOIA PKWY PRMT $ 102. 00 JSD 07/31 /96 96-282340
"JUITE 300 PLCK $ 25. 50 JSD 07/31 /96 96—E82340
TIGARD OR 97224 5PCT $ S. 10 JSD 07/31/96 96--282340
Phone #.- 66--.4-6300
Contr-actor:
PROTEMP AS130CIATES INC
B07 NE COUCH
PORTLAND OR 97232
Phone #: 233 -69tl. 1 1.75,.. 60 TOTAL.
Rep #. . : 038868
REQUIRED INSPECTIONS ------
This permit is issued subject to the regulations contained in the Gales Line Insp
Tigard Municipal Code, State of Ore. Specialty Codes and all otner Mechanical Insp
applicable laws, All work will be done in accordance with Final Inspection
approved plans. This permit will expire if work is not started
within 180 days of issuance, or if work is suspended fot more
than 180 days.
X7
Per-miftee SignatLire :W
Is,s-1.Aed By :
Call fvv- inspect iOn 639 41755
re✓ ns /&0(-
City of Tigard MECHANICAL PERMIT Planck/Rec. # c' �
13:25 SVV Hall Blvd. }ref , APPLICATION Permit # f'1 FC fib- �I�II
Tigard, OR 97223 } y�� 9 I CGr tkaj (y], c kC
(503) 639-4171 {>7 r' -, �y '`
m. m.� escriptien
•u?-U ez I-1�n�5 l able 3A Mechanical Coda OTY PRICE AMT
Job -7.10 t� !,(ti) 6(/7� 0 ) 1) Permit Fee .0- 1000
Address _7117=6
7-L(I kj 62 (7` 2) Supplemental Permit 3.00
. .,,..m.. .n... urnace to M=7rrQ--
T 11 incl. ducts &vents 11 6_00
'Magnp A441MFurnace 100.15079TU
Owner 1'5 G • 5E&U-01A
3C, 2) incl ducts &vents '50
.. Floor Furnance
tFlr-1 lhK`7 3) incl. vent 600
.m.,�
n..*.1 ... Suspended ea er, wa eater
I I L`W`C E L ci lfZC?Nl C 4) or floor mounted heater 600
a ... ,) Vent not inc. in
Occupant j1A�Ad 2( q �u-? uLwi L) am 5) appliance permit 300
Repair of heating, re ng.
Cot'(I,61 1 J� ('' -I-rzZ ` 6) cooling, absorption unit � 6.00
_
Boiler or comp, heat pump, air Gond
r 'm• ��f�UC� (A'(f �tiC 7) to 3 HP; absorp unit to 100K BTU I�1 t1 6 00 I 1
1 Imod.9 „. «• Boiler or comp, heat pump, air cond.
L-
on .
;• ) I L(,� y z. . c�l( 8) 3-15 HP; absorp unit to 500K BTU 11.00
Contractor 64 Boiler or comp, heat pump, air con
02'TL- D Gl 4 '�Z� 9) 15-30 HP; absorp unit .5-1 mil BTU 15.00
.. •w • p of er or comp, ea pump, air cond.
I"[ .pct 10) 30-50 HP; absorp unit 1-1.75 and BTU 22.50
hereby acxnowledge that ave read tis application, that the Boiler or comp, heat pump, air con
information given is correct, that I am the owner or authorized 11) > 50 HP; absorp unit 1.75 mil BTU 3750
agent of the owner, that plans submitted are In compliance with Air handling unit o
State laws, that 1 am registered with the Construction Contractor's 12) 10000 CFM 450
Board, that the number given is correct. (If exempt from State Air handling'-UR
registration', please give reason below.) 13) 10,000 CTM + _ 750
Non pc a 7e
14) evaporate cooler 4.51
ant fan connect
15) to a single duct I i 3.00
Ventilation system no
16) included in appliance permit 4.50
Hood served y
17) mechanical exhaust 450
Describe worK new U addition a teration Commercial or industrial
to be done residential O non-residential 18) type incinerator 30.00
Existing use oOther i.e., woodstove, water
building or property 15) heater, solar, clothes dryers, etc. 4.50
Proposed use of 20) Gas piping one to four outlets 2 00 <.
building or property _
21) More than 4-per outlet (each) I 2 00
Type of fuel -oil Q natural gas(P LPG Q electric QNOTICE
— 1
%.
Minimum Fee S25.00 SUBTOTAL ® ,
PERMITS BECOME VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR 51/o SURCHARGE 9. ILI)
IF CONSTRUCTION OR WORK IS SUSPENDED OR 5/J
ABANDONED FOR A PERIOD OF 11 An r;AYS AT ANY TIME PLAN REVIEW 25916 OF SUB1')TAL
AFTER WORK IS COMMENCED. ----- _ — — �r
TOTAL Z 7.-�
Special Conditions _.
Date issued by
n•ioannosrs,iaece�virt
BUILDING P,ERMIT
CITY OF TIGARD P'ERMIT #. . . . . . . .. BUP,96-030/
COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 06/25/96
131129 SW Hall Blvd.I igard,Oregon 9722,*8199 (503)639-4171 PIARCE.L: 29. 113AC-001.00
.jl I L IA)Dkl:.)-,. . .. -. Oi,-O-f :,W 1-101-fl11-ii'l k0 #800
SUBDIVISION. . . . : ZONING: I--F,
. . . . . . . . . . LOT. . . . . . . . . . . . . I
—I...........
REISSUE: FLOOR EXTERIOR WALL. CONS-TRUCTION
CLASS OF' WORK. :ALT FIRST. . . . .- 0 S N: S. E: W..-
TYP'E OF USE. . . -COM SECOND. . . -. o Sf PRO FECT Or-,ENINGS?--------.--
TYPE OF CONS-(. :3N . . . C QA 5f N: 5: E W:
OCCUk'ANCY OPP'. 'B T 0 Y AL------——----- 0 S-f ROOF CONST: FIRE RET? :
OCCUPANCY LOAD: Vj BASEMENT. : 0 S f AREA SEP. RATED:
S1 OR. - 0 HT 0 fit UARAGE. . . c 0 Sf OCC*U SEP. RATED:
Bswr, - MEZZ? : REQD SEI'BACKS------------- REQUIRED—
FLOOR LOAD. . . . : 0 psf LEFT : 0 ft RGHT : 0 ft F I R SPIKL:Y SMOK DET. Y
DWELLING UNITS: 0 FRNT: 0 ft REPR: 0 ft FIR AL.RM.-Y FINDICF, ACC-.Y
BEDRMS: VA B(41*1-AS: 0 IMP, SURFACE : 0 PRO CORR: PARKING: 0
VALUE. $: 4860
Remarks: Fire stippr-ession system
Owner: FEE S3
PIACT Rl JST type amot.trit by (late i.-ecpt
15350 SW SEDUOIA PKWY P'RMT $ `;0. 50 JD 06/04/96 96-280190
SUITE 311110 FIRE $ 20. 20 JD 06/04/96 96--28011)0
TIGARD OR 972,24 5PICT $ 2. 53 J D 06/04/96 96--2'80190
Plhone #: 624-6.1,1110
FIRESTOP CO.
9384 SW TIGARD ST
TIGARD OR 972i:3
Phone #: 620-6140 T '73. 23 TOTAL
Reg #. . .- 063846
REUUIRED INSPIECTIONS ---------
This
-----
This permit is issued subject to the regulations contained in the Fire (41,it-m Insp
Tigard Municipal Code, Slate of Ore. Specialty Cedes and all other Smoke detector i
applicable laws. All work will be done in accordance with Final 1 n s pec--t i an
approved plans. This permit will expire if work is not started
within 160 days of issuance, er if work is suspended for more
than 18@ days.
F-Iet^mittee
IssLied By .
La I I : or inspection 639-4175
PLANCK# 0�a / Date: �� !
APPLIATION FOR PERMIT TO INSTALL FIRE SUPPRESSION SYSTEM
BUILDING DIVISION, CITY OF TIGARD
639-4171
DAT,':: . �� 1/ — — PERMITfL_l-
_ Valuation:
Amt. Paid: jr j Permit Fee: �z
40% Plan Check Fee:
Balance Due: 5% State Tax: 5
c
Plans must be submitted to the Building Division before installation. Three sets of the plot
plan, showing the layout and the location of the nearest hydrant is required.
New Installation: Addition: Repair:___ Alteration:
Complete: Partial: Exitway: __, Basement: __ Hood & Vent.
Spray Booth: IN EXISTING BUILDING: IN NEW BUILDING:
NUMBFR & STREET: O� �W ' U /��Q�l �D. goo
NAME OF BUILDING or BUSINESS: a rru ar L�TrX nnl!CS Co�eP_
NO. OF STORIES: SIZE OF BUILDING: OCCUPIED AS:
TYPE OF SYSTEMS: Wet: ✓ Dry: Combination:
STANDPIPES. OCC.HAZARD: Light_ ✓ ORD.GRP.HAZARD 1` 2.__ 3— 4—Extra
DFNSITl'. I u GPiWFt2 DESIGN AREA ;Soh ft2 SPRINKLER AREA 'ZZri_ft2
SPRINKLER ORIFICE SIZE: t Z" "K" FACTOR 5;-4 — TEMP. RATING_ SSS'
OWNER:_ IACIVQf I- ADDRESS: IS-3 SD $'t,J- �F Ptco/A IkKw4y
CONTRACTOR: r101rS7T)P
PLANS DRAWN BY: ;52u C C _1-1-i—;', -Ff6Al ADDRESS: _ 7384 �t - I(,4-xd
RFti1;'.RKS:
APPROVED permits includes only work described above and/or on plans and specification bearing the same
permit number and will comply with all applicable codes and ordinances of the City of Tigard.
SPRINKLER COMPANY: F/Z15"IT)/a L D - _ PHONE: (nZU -(o IQv
SIGNATURE OF A,', RICAN
BUILDING DIVISION:
Cc.,i SFr( G L� �✓� /,�� �
PERMIT VALID FOR 180 DAYS
n%1odm\d%ts%irene n
SEWER CONNECTION
CITY OF TIGARD PERMIT #.. . .1I.1 . .P . .ERMI. .T'. . SWR96-0235
COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 06/06/96
13126 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)639-4171
PARCEL: 2S113AC-121121100
SITE ADDRESS. . . : 0/204 SW DURHAM RD& #800
SUBDIVISION. . . . : ZONING: I-P
BLOCK, . . . . . . . . . : LOI.. . . . . . . . . . . . .
TENANT NAME. . . . . I FUTURE ELECTROW1 CS
USA NO. . . . . . . . . . i FIXTURE UNITS. . . 1 41
CLASS OF WORK. . . i ALT DWELLING UNITS. . i 31
TYPE OF USE. . . . . :COM NO. OF BUILDINGS: 0
INSTALL TYPE. . . . IBUSWR IMPERV SURFACEli 0 sf
Remarks : RE: PLM96-0118
Owner. FEES
PAL I-FRUS I type tAmol-int by date rec pt
15350 SW SQUOIA PKWY PR M T $ 6600. 00 CJS 06/06/96 96--C--'80C`69
SUITE 300
TIGARD OR 97224
Phone #: 6 .4-6300
Contractoir,l;
CONTRACTOR NOT ON FILE
------------------------------- --
Phone #: $ 6600. 00 TOTAL
Rep #.
-------- REQUIRED INSPECTIONS
This Applicant agrees to comply with all the rules and regulations -
of the Unified Sewage Agency. The permit expires 180 days from
the date issued. The total amount paid will be forfeited if the
permit expires. The Agency does not guarantee the accuracy of the
side sewer laterals. If the sewer is not located at the measuriment
given, the installer shall prospect 3 feet in all directions from
the distance given. It not so located, the installer shall purchase
a "Tap and Sidt Sevier" Permit and the Agency will install a lateral.
Permittee Siqnati-ir,e :
—
Issi-ted By 14A-
Call for- inspection 639-4175
Commercial Building Permit Application
C'ty of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223 �.� °'r 1 )ev-
(503) 639-4171
Jobsite Address:
q Office Use Only
Tenant: rr /�, '`". •Suits# ,
Planck/Rec #
Valuation:
Permit # C7c'3S,
Owner. — _ Map & TL #
Address: __-- Approvals Re wired
--- -- — -- -- Planning
Phone Engineering
Other �—
Contractor:
Address:
Type of const:
�— Occupancy class:
Phone. -- --- -- --- -
Sprinklered? Yes No
Contractor's License
(attach copy of current Cregon license) Sq. ft. of project:
C,-ntact name & phone. Story (1st, 2nd, etc.)
Proposed use:
ArchitectlEngineer:
Previous use:
,dress
Note: Plumbing & mechanical plans
must be submitted at time of
building permit application.
F�-ore
t , I
JOB DESCRIPTION:
Applicant Signature & Phene number
Received ty Cate Received _____
Permit Account Descriptiun Amount Amt. Pd. Bal. Due
_ eldg. Permit (BUILD)
!mb. Permit (PLUMB)
Mech. Permit (MF.C:H)
State Tax (TAX)
Bldg:
Plumb:
Mech:
Plan Check (PLANCK)
Plumb:
Mech:
�+ Sewer Connection (S:'VUSA)
Sewer InsF�ction (SWINSP)
Warks Dev Charge (PKSDC)
Residential TIF (TIF-R)
Mass Traniit TIF (TIF-MT)
Commercial TIF (TIF-C)
Industrial TIF (TIF-1)
Institutional TIF (TIF-IS)
Office TIF (TIF-O)
Water Quality (WQUAL;
Water Quantity (WQUANT)
Fire Life Safety (FLS)
Erosion Cntrl Permit (ERPRMT)
Erosion Planck/USA (ERPLAN)
Erosion F'anck/COT (FROSN)
TOTALS
1-errant Name: l /e, ' Ie ' 5 Accumulative Sewer Tally This SWRi#:
Address:_ c `�� J i{a.. r� This PLM#: o tl'F _
I,xture Value Previous # Previous Credits Capped Rxtures. Rxtures Now New
Value Capped off value added # added total#s total
Count off#s count value values
Reptrstry/Font 4
hath - Tub/Shower 4
- Jacuz/Whpl 4
Car Wash- Each Stall 6
- Drive Through 16
Cuspidor/Water Aspirator 1 /
Dishv.asher • Commer 4
-Dumest 2 .=-7 KV
Drinking Fountain 1
Eye Wash 1
Floor Drain/sink 2 inch 2 /
3 inch 5
4 inch 6
Car Wash Drain 6
(;arbage Disposal 16
Dom Ito 3/4 HPI
Comm Ito 5 HPI 32
Ind lover 5 HPI 48
Ice Machine/Refrigerator Drains 1
Oil Sep(Gas Station) 6
Recreational Vehicle Dump Station 16
Shower - Gang (Per Head) 1
-Stall _ .�_—. 2 _ -- — -_-
/ <
`unLk- Berrl_avatory 2 r 7
Bradley 5
Commercial _ _ 3 r �_
Service 3
f;wrmmmq Pool Filter 1
'i;. er. Clothes W 6
Water Extractor 6
Water Closet. Toilit 6 V �t
Urinal 6 / V
TOTALS
Total fixture values:; divided by 16 — _ EDU
HISTORY
PLM# EDU# SWR# ' Jam--' Jam? PLM# EDU# SWR#
PLM# EDU# SWR# -- PLM# EDU# SWR#
PLM# FDU# SWR# PI-%l# EDU# SWRe
EDU# MR# --- PLM f, EDU# _ SWRa — --
i
ELECTRICAL PERMIT
ClTY OF TIGARD ISSUEDsELC96-0344
COMMUNIT`! DEVELOPMENT DEPARTMENT
13125 SW Hell Blvd.Tigard,Oregon 97223.8190 (503)839-4171 PARCEL: 2S 1 1 WAC-00100
L)ITE:: IADIJRL.31..). . . : 010114 ;aW DUMAI'A*1 111.1 fJ #Ci00
SUBDIVISION. . . . : 70NING: I—P
BLOCK. . . . . . . . . . . L.01.. . . . . . . . . . . . . .
Pro.Ject Description : Installing L services or feeder to 200 amps and 24 br-ancl-,
cit`cl,Aits.
--_RESIDENTIAL IJN I T---..- ---TEMP S9 V C/FEE DE RS_-__-_. __--MISCELLANEOUS----
1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0
EACH ADD' L 5009F. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE L fG. . : 0
LIMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0
MANE. H, I/ SVC/FDR. . : 0 601 {-amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : 0
----SERVICE/FCEDER-- __ __BRANCH CIRCUITS------- --•---ADD' L INSPECTIONS----
0 - 2100 amp. . . . . . : 2 14/SERVICE OR FEEDER: 24 PER INSPECTION. . . . . : 0
201 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . . 0
4 VI 1 - 600 amp. . . . . . : II) EA ADD' L BRNCH CIRC: J IN PLAN1.. . . . . . . . . . . . 0
601 -- 1000 amp. . . . . : 0 --______________---FLAN REVIEW SECTION---.-_____---.---1000+ amp/volt . . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOL_r NOMINAL. . :
Reconnect only. . . . . : 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. :
Owners -------------------------------------------------------- FEES __------.-
FUTURE: ELECTRONICS type amount by date recpt
7204 SW DURHAM RD PRMT f 240. 00 CJS 06/04/96 96-280169
SUITE 800 5PCT $ 12. 00 CJS 06/04/96 96-280169
TIGARD OR 97223
Phone #:
Contractor,:
13ACHOFNER ELECTRIC, INC. t 252. 00 TOTAL
55 SE MAIN
--•----- REUU1RED INSPECTIONS -
PORTLAND OR 97214 Wall Covet, Elect' 1 Final
Phone #: 50:3-233-2006 Elect' .l Service
Reg #. . : 44569
This permit is Issued subject to the regulations contained in the
Tigard Muricipal Code, State rr Ore. Specialty Codes and all other Perm i t t e e S i gnat Lire
applicable laws. PH work will be done in accordance with
approved plans. his pertlt will expire if work is not started
within 188 days of Issuance, or if work is suspended for more
than 188 days. Issued By
OWNER INSTALLATION
The installation is being made on proaerty I awn which is not intended fnr,
sale, lease, or- rent .
OWNER' S SIGNATURE: _ DA]E.: W
_._._._.____._.___-_---_•---_---CCINTRACTOR INSTALLATION ONLY-------- -- --_.____-------.__-
SIGNATURE OF SUPR. ELEC' N: 5�>-___�T llru��ca _-_�_ DATE : _�. G/ 96
LICENSE NO:
Call for- inspection - 639-4175
Community Development ELECTRICAL PERMIT APPLICATION
13125 SW Hall Blvd.
Tigard, OR 97223 Planck/Rec. # 96-OXO/Gj
..t, Permit # zLCQ -r,
Phone (503) 639-4171 Date Issued 6- ,3
CITY OF TIGARD FAX (503) 684 7297 Issued b
TDD No. (503) 684 2772 y ----
Inspection (503) 639 4175
t. Job Address: 4. Complete Fee Schedule Below:
Name of Development_ Number of Inopections per permit allowed
Address— 720.4 SW Durham Road #800 Mdq #190 Service incluckad Items Cost(ea) Sum
f;ity/State/Zip Tigard, OR 4s. Residential- per unit 4
1000 aq 11 or IRse S11000
Name (or name of business)•_Future El Each additional 500 sq n or
� •g�—•_ portion thereof _ E25 00 1
(_%ommerclal [� Residential❑ Limited Energy --_ $2500
Each Manut'd Home or Modular 2
C)WRI!'!1p.5'RNICe Or Feeder $56 00
2_a. Contractor installation only: —!
4b.Services or Feeders
Installation,alteration or relocation 2
Electrical Contractor Bachofner Electric 200 amps or lose 2 $6000 120.00 2
Address 55 SE Main 201 amps to 400 amps $60 00 — 2
City Fortlarld, OR — State OR Zip 97214 — 401 ampr to 600 arrlps -- $12000 `--- 2
501 amps to 1(100 amps $18000 2
Phone No. 233-2006 __ over 1000 amps or volts --- $340 00 2
Contractor's License No. 26-4510 _ — Reconnect only =_ $5000 _
Contractor's Board Reg. No 44568 ---_ 4c. Temporary Services or Feeders
hxltaliation alteration or m1w,,at!on
Signature of Supr. Elec'n s - 200 amps or less $5000
License No. 2808, Phone N0. _?zf� 201 amps 10°00 a"'ps $7500 '-
401 amps to 500 amps S10000
Over 600 ampr.In 1000 volts
2b. For owner installations: roe•b'ohov.
Print Owner's Name 4d. Branch Circuits
----------- New alleralion or extension per panel
Address —i a) ,he Ins for bran h circuits with
CitY__ Stare_ Zip purchase or"Mice or Nader Are
Phone No. Each branch arcurt 24 $5 00 120.00
_ b)The lee lot branch circuits withoul
The installation is being made on property I own which is _ purchase or sonrko or Aesror Are
not intended for sale, lease or rent. First bnalx h c-a:u!l __ $35 no _
Each additional branch crrci,a V.00
Owner's Signature V 4e. Miscellaneous
(Service or feeder not Included)
3. Plan Review section (if required): Each pump or ongatron circle $4000 _
Each sign or outline lighting $4000
Please check appropriate item and enter fee In section Se. Spnd 1.ahels)or o landed energy
{v�nsl,alteralwn or extension $4000
4 or more residential units in one structure Mm0'I RMIs I10) $loo 00
Service and feeder 225 amps or more —
y—System over 600 volts nominal 41. Each additional inspection over
Classified area or structure containing special occupancy the allowable in any of the above
Ps described in N E C Chapter 5 per ape !rr $:Is 00
per horn Pr — —
Subrnit 2 sets of plans with application where any of the above Ir?lanl $st,�p
apply. Not required for temporary construction services- Jr Fees:
NOTICE Ss. Encar total of above fees $ 240.00
--
5%Surcharge 105 X total f9es) $ —TZ.IIO-
PE RMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ �;�
AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF Sb. Enter 25%of line A for
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required(Sac 3) $
A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS btolol $
COMMENCED 1._ Trust Account 8
Dalance due $
reeFmmew,Wcpm nig• ----
LDINPERMIT
CITY OF TIGARD PERMIT #. . . . .. . : BUP96--0, 61a
COMMUNITY DEVELOPMEN'r DEPARTMENT DATE ISSUED: 06/25/96
13125 SW Hall Blvd.Tigard,Oregon 97223.6199 (503)639.4171
PARCEL: : S 1 1 QAC:--00 101Zr
I L iaUL)NL.::j'u;. . . : 07c04 '_ DURIAHM Rb� #800
SUBDIVISION. . . . t ZONING: I--P
BLOCK. . . . . . . . . . d LOT. . . . . . . . . . . . . .
REISSUE: FLOOR AREAS----------- EXTERIOR WALL CONSTRUCTION
CL(19S OF WORK. :ALT FIRST'. . . . : 7675 sf N: S: E: W.-
TYPE
el:TYPE OF USE. . . :COM SECOND. . . : 0 sf PROTECT OPENINGS )._—___-__..___. .
TYPE OF CONST. 05N`,N . . . : 0 sf N t S: E: W:
OCCUPANLY GRP. :B TOTAL---- - -----: 76 75 s f ROOF CONST: ':-I RE RET? :
OCCUPANCY LOADt 81 BASEMENT. : 0 sf AREA SEF. RATED:
STOR. : 1 HT t 0 f t GARAGE. . . : 0 s f OCCU SEP. RAI-ED:
BSMT?: MEZZ?: REUD SETBACKS-------- REQUIRED---___.-__—_____—__
FLOOR LOAD. . . . 1 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL:Y SMOK DET. . :
DWELLING UNITSt 0 FRNT: 0 ft REARt 0 ft FIR ALRM: HNDICP ACC:Y
BEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CORR:N PARKINGs 0
VALUE. •: 150000
Remarks: Tenant improvement — FLtture Electronics
Owner: - ---____.__.______._______.______..__.____._.____._____._----..-____ FEES
FIALT'RUST type amount by date recpt
15350 SW SQUOIA PKWY PLCK $ 362. 70 B 05/17/96 96-279558
SUITE 300 FIRE t 223. 20 B 05/17/96 9E-279558
TIGARD OR 97224 PRMT $ 558. 00 JMH 06/25/9 96-.280RAN.
F'hrne #: 6•='4--•6300 5F'CT f 27. 90 JMH 06/85/ 9E-2804&1
Contractor : - ._.______-_---.._.__._____.____- ��/3
H. L. GREEN
15350 SW SEQUOIA BLVD, SUITE 300
TIGARD OR 97224
FIh o n e #- (:,, 4-7717 $ 1171. 80 TOTAL
Key #. . 41328
- - -- -- REQUIRED INSPECTIONS
-
This perltrt is issued s.bject to the regulations contained in the Framing Insp
Tigard Municipa) Code, State of Uto. Specialty Codes and all other I n s)_t 1 at i on Insp
applicable laws. All work will be :tone in accordance with Gyp Board Insp
approved plans, This perut will expire if work is not started Si-tsp Cei ing Insp
withtr 180 dabs of issuance, or if work is suspended for yore Final Inspect ion
than 180 days.
1ssi.ted 11y:t
Call for inspection — 639--4175
!; Cr
Commercial Building Permit Application
City of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223 I n
(503) 639-4171
Jobsite Address:
Office Use Only
Tenant:�'WzI/ ��• Svit
Planck/Rec
Valuation: _
-� Permit#
Owner: Pacific Realty Associates, L.P. (PacTrust) Map & TL#7---51 13AC Inn
Address. 15350 S.W. Sequoia Pkwy, Suite 3G3
--- !�pprov_als Required
Portland, OR 97224 Planning •_
Phone: _ 503/624-6300_ Engineering
Other
Contractor: H.L. Green Company
Address: 15350 S.W. Sequoia Pkwy, Suite 300
Type of const: _ Al
_1
Portland, OR 97224-7199 - --�
Occupancy class: 18
Phone: 503/624-7717 �---
Sprinklered? Ces No
Contractor's License # 41328
(attach copy of current Uregon license) Sq. ft. of project:
Contact name & phone: _Chris Green, 503 -7717 Story (1st, 2nd, etc.)
Prcoosed use:
Architect/Engineer: John H. Rumish _ — --
- Previous use. .
address 2216 S.E. 224th Avenue
Note. Plumoing & mechanical glans
Portland, OR 97214 - must be submitted at time of
"gone 503/236-6306 building permit aopiication
0 /
JOB DES,'RIPT!ON
07
-(clicant Signature & Phcne number
r
1
Received by: f�1�` �
C��+ _ Date Received: �
permit;* Account Description Amount
Amt Pd. Hal. Cua
Bldg. Permit (BUILD)
Plumb. Permit (PLUMB)
Mech. Permit (MECH)
State Tax (TAX) 1,10
Bldg:
Plumb:
Mech:
Plan Check (PLANCK) z
Bldg:
Plumb:
Mech:
Sower Connection (SWUSA)
Sewer Inspection (SWINSP)
Parks Dev Charge (PKSOC)
Residential TIF MF-R)
Mass Transit TIF (TIF-MT)
Commercial TIF (TIF-C)
Industrial TIF (TIF-1)
Institutional TIF (TIF-IS) _
Office TIF (TIF-O)
Water Quality (WQUAL)
Water Quantity (WQUANT)
Fire Life Safety (FLS) z 6" -2-
Erosion
Erosion Cntrl Permit (ERPRMT)
Erosion Planck/USA (ERPLA,4!
msicn Planck,'COT (EROSN)
V
GATE. PLANS CHECK NO.:
PROJECT TITLE.
COUNTYWIDE
TRAFFIC IMPACT FEE APPLICANT.
WORKSHEET MAILING ADDRESS: r
(FOR NON-SINGLE FAMILY USES) F'i►G �t c--'' -
CITYrLIPIFHONE:
c•/ l��ra --7f — � L
RAll E PER TAX MAP NO.: '-
-
-L, r o c_•
LAND USE CATEGORY TRIP 13 AC"
RSITUS NO.ADDRESS:
RESIDENTIAL
$169.011 o�/ �,�; 7��.{.� ��a � „c c
BUSINESS AND COMMERCIAL $42.00
OFFICE $155.00
INDUSTRIAL $162.00
INSTITUTIONAL $70.00 I
PAYMENT METHOD:
CASWCHECK
CREDIT .7i CL.o,aSC _ yc�� ,¢.
INSTITUTIONAL CNLY:
BANCROFT(PROMISSORY NOTE) LAUD USE CATEGORY DLSCRIPTK)V CF WEEKDAY AVG.TRIP WEE!'..ND AVG.TRIP
DEFER TO OCCUPANCY I! USE (moo- r(c
RATE rL,�l /irroC;h PATE
BASIS:(y �,1��� r'C:�-•�/ ��Z��`St S � G!� � � � _
r�J •C�'P I l L��.: (�1..-�r� 7 ct � r,
/ .'� r(ri-E. S �—'���r Fcr c alp �•
re,
CALCULATIONS: l l 16 �) ' /'S E j 'r�S� �}
I
PROJECT,TRIP GENERATION.
7L
FEE
FOR ACCOUNTING PURPOSES
ADDITIONAL NOTES: ONLY
.cOAD AMT:
o '►I F 72'T.Ox - -T j-r r -S I Z" 3-"i('z:
'51-3)(/75-- ;/G� TFONSIT AN T..
r c.Ciej
/c� 3TC PREPARED BY: �1 /
uluve j.do u-ftm,*YMPACT dee
e ,no
CITY OF TIGARD ELECTRICAL. PERMIT
COMMUNITY DEVELOPMENT DEPARTMENT RESTRICTED ENERGY
13125 SW Hall Blvd.Tigard,Oregon 9722398199 (503)839-4171 PERMIT #1 ELR96-0216
DATE ISSUED: 07/025/96
PARCEL: 2S113AC00100
ITE ADDRESS. . . : 13 `;W DURHAM RUQ --*+OR 10,V
L)UBDIVIGION. . . . : ZONING: J-P
BLOCK. . . . . . . . . . ii LO I.. . . .. . . . . . . . . . .
ProJect Descriptioni
A. RESIDENT IAL----------------- LA. COMMERCIAL__...__--__.-_______-
AUDIO & STEREO. . . : AUDICJ & STEREO. . : INTERCOM & PAGING. . r
BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . v
GARAGE OPENER. . . . . CLOCK. . . . . . . . . . . I MEDICAL. . .
DATA/TELE COMM. aX NURSE CALLS. . . . . . . . ,
VACUUM
. . . . . . . . . . . . . . S
VACUUM SYSTEM. . . . FIRE ALARM., . . . . . : OUTDOOR LANDSCLITE:
OTHERS HVAC. . . . . . . . . . . . PROTECTIVE SIGNAL. . :
INSTRUMENTATION. : OTHER. . : I !
TOTAL- # OF SYSTEMS: I
Owner:
Fu,rURE ELECTRONICS type amount by date recpt
7402 SW DUPHAM RD PRMT $ 40. 0111 CJS 07/02/96 96-1216.'bl
SUITE 81210 5PCT $ 2. 00 CJS 07/02/96 96-121251
TIGARD OR 97223
Phone #i
Contractors
r
3REENLINE INC >b 42. 00 T07AL
PO BOX 230755
REUUIRED INSPECTIONS
TIGARD OR 97223 Wall Cover Elect' l Final
Phone #s 503-968-1978 Eler-t1l Steer- ce
Reg #. . - 103033
This pervit is issued subject to the regulations contained in the
?_ 1!,�Iyw gnat L r
Tigard Municipal Code, State of Ore. Sperialty Codes and all other F-er
rmitee Siu ,e
applicable laws. All work will be done in accordance with
approved plans. This persit will expire if stark is not started
within IN days of issuance, or if work is suspended for sort
than 180 day..-, Issued By
_.__ _._._.._.__---_—_-_--_._—__----OWNER INSTALLATION
The installation is being made on property I own which is not intended for-,
sale, lease, or rent. rr
OWNER' S 516NATURE: DATE:
INSTALLATION ONLY-----------------_--------___
S I UNA T URE
NLY--------------------------
SIUNATURE OF SUPIR. ELECvNe DATE i
LICENSE NO:
Call for inspection 639-4175
Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION
13125 SW Hall Blvd.
Tigard,OR 97223 PERMIT# FL AqG-D -A16
Phone(503)639-4171
FAX(503)684-7297 DATE ISSUED_ 2l
TDD No. (503)684-277 '
CITY OF TIOARD Inspection (.503)639-4175 ISSUED BY If (-
PLEASE COMPLETE ALL SECTIONS
1. LOCATION OF INSTALLATION 4. TYPE OF WORK
2 0(-1 —'Iy0 U
Address , L RESIDENTIAL—Restricted Energy Fee. . . . . . . . .
PT r 0 C1 Z `7 (FOR ALL SYSTEMS)
Cily State Zip Check Tyne of Work Involved:
I'FRMITS ARE NONTRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORK El Audioand Stereo Systems
LS,NOT STARTED WI THIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR Y
Ina DAYS. ❑ Burglar Alarm
2. CONTRACTOR APPLICATION ❑ Garage Door Opener*
❑ Heating,Ventilation and Air Conditioning System*
L:untractor_ r fype_Lvvtn�., uuQ �cr,y�� Vacuum Systems*
Address _L .S _�l�- �. �� p. ❑ Other.--- - — -
Uatev � _ COMMERCIAL—Fee for each system . . . . . . . 140.00
n '-� i (SEE OAR 918-260-260)
Property Owner _� iU"-rz CJS E,Oly 1Check Tyne of Work Involved:
Contractor's Board Rep. No. — ❑ Audio and Stereo Systems
-_-���''� � �-'�./.�, ❑ Boiler Controls
Phone# _._-� �JV
❑ Clock Systems
3. OWNER APPLICATION Data Telecommunication Installations
❑ Fire Alarm Installation
❑ HVAC
Print Owner's Name Phone No ❑ Instrumentation
Address ❑ Intercom and Paging Systems
❑ landscape Irrigation Control*
City State Zip ❑ Medical
This permit is issued under OAR 918-320-370.This applicant agrees to make only ❑ Nurse Calls
restricted energy Installations(100 volt amps or less)under this permit and to do the ❑ Outdoor Landscape Lighting*
following:
1. Only use electrical licensed persons to do installations where required.(Certain El Protective Signaling
residential and other transactions are exempt from licensing.These have ❑ Other
asterisks(•).All others need licensing). _ —
2 (all for an inspection when all of the installations under this permit are ready
for inspection at 503-639-4175.
❑
1 Purchase separate permits for all installations that are not ready for inspection Number of Systems I
when the inspector is out to inspect under This permit. •No licenses are required- Licenses are required for all other installations
4 Assume responsibility for assuring that all corrections required by the inspector
are done,and
i
5 Assume responsibility for calling for a final inspection when all of the5FEES p
cnrrertinns are com�deted. .
the person signing for this permit must he the applicant or a person a. Fnter Fees $ 1/0•c r
authorized to hind the applicant.
h. 5% Surcharge(.05 x total above)
Signature
TOTAL $
Authority it other than applicant
ENERGAP.CHP
Geo��-'Engineers
February 7, 1995
Geotechnical,
Geoenvironnrental and
PacTrust Geologic Services
c/o Mackenzie Engineering, Inc:.
0690 Southwest Bancroft Flo.
P.O. Box 69039
Portland, Oregon 9'12014039
Attention: Mr. Dennis Woods
Site Preloading
PBC-6 Site, Southwest 72nd Avenue and
Southwest Durham Road
Tigard, Oregon
File No. 2361-017-P36
BACKGROUND
This letter presents our recommendations for preloading the PBC-6 site. The site consists
of ap,iroximately 11.8 acres, located southwest of the intersection of Southwest Durham Riad
and Sourhwesi 72nd Avenue in Tigard, Oregon. The site is a previous gravel pit that recently
has been filled to near original grade. The fill material consists of a variety of so and
demolition rubble, some of which was placed into ponded water. The fill has a variable
thickness. We have received a copy of the preload diagram, which depicts -urrent site
topography the proposed building footprints. We understand that site improvement will begin
immediate We anticipate th;t the existing ground surface is settling from consolidation of the
uncontrolled fill.
APPROACH
Obtaining enough subsurface information to accurately predict the response of a site
preloading program would he impractical because of the expected variability of the fill. Instead,
we recommend that an initial preload and settlement monitoring program be undertaken. Detailed
settlement information should be obtained to establish the effectiveness of the Surcharge.
The initial preload should he a minimum of 6 feet in height above finished floor elevations.
Determining the settlemtnt of the initial preload will be critical in establishing the need for
additional preload material and/or the timing of nreload removal. Therefore, we recommend that
GmEnt
pnem, Inc.
is i S%% Rndlvport Road
F„rflmd, OR 97224
Teh•ph ne(503)624.92"4
Fay(503)620-it)40
PacTrust
c/o Mackenzie Engineering, Inc.
February 7, 1995
Page 2
settlement plates be installed at the center and corners of each of the four preloaded building areas
prior to installing the preload. In addition, survey hubs should be installed at the top of the
prelozd at the center, remaining corners, and midpoints of each building footprint, as well as at
the corners of the southerly building once it is cut. The dual settlement plate and hub at the
center of each building will allow us to separate settlement below the preload from settlement
within the preload.
Once installation of the preload has started, the plates should be surveyed twice a week.
The rate of settlement from th-, , plates may allow for less frequent readings as time progresses.
Settlement readings should be accurate to the nearest 0.01 feet and should be provided to us
immediately for evaluation
It is difficult to estimate how long site preloading will he necessary. Since the subsurface
material is highly variable and undocumented, the Settlement rate is indeterminate until signiticant
settlement data is available. Our best estimate is that it will be a month or two after the initial
preload is in place before we can determine whether additional preloading and/or time Is
necessary. It is important to note that a greater thickness of preload material will decrease the
time required for preloading the site.
G e u E n ir i n e e r s File No.2361-017-P36
PacTrust
c/o Mackenzie Engineering, Inc.
February 7, 1995
Page 3
We appreciate the opportunity to work with you on this project. if you have questions
concerning the information provided, please call.
Your; very truly,
GeoEngineers, Inc.
Don Rondema, P.E.
Geotechnical Engineer
Scott V. Mills, P.E.
Principal
DLWSVM:jse
D,xument ID: V610171.sur
cc: Mr. Le-,n liartvickson
PacTrust
Mr. Dick Krippaehne
PacTrust
Copyright® 1995 GeoEngineers,Inc., All rights reserved
G e o E n g i n e e r s File No, 1361-017-P36
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05/08/95 16:09 CV1 501 620 5940 GEO ENGINEERS -.-�-. MACKENZIE
Post-It'Fax Note 7671 S g app:�
To )t11,
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Gco- L'nnineem Pnon�R �°
Phone M
Fax R
Fax R
March 14, 1995
Consulting Engineers
and Geoscientists
Offices in Washington,
PacTrust Oregon,and Alaska
15115 Southwest Sequoia Parkway
Suite 200
Portland, Oregon 97224
Attention: Mr. Richard Krippaehne
Preliminary Recommendations
PBC-6 Site, Southwest 72nd Avenue and
Southwest Durham Road
Tigard, Oregon
File No. 2361-017-P36
INTRODUCTION
This letter presents our preliminary geotechnical recommendations for the Pac'rntst PBC.-6
site. The site consists of approximately 11.8 acres, located southwest of the intersection of
Southwest Durham Road and Southwest 72nd Avenue in Tigard, Oregon. We understand that
the site is to be developed as flex office warehouse space and that building column loads will he
less than 60 kips, wall loads will be less than 5 ki s per fixe, and that slab !oadc will he less Chan
200 pounds per square foot. .ops g/FT M4(11 k01,41L:2z-
8 "/Fr v'4 V e'j'/0 e-, F-z z
BACKGROUND
The site i.s a former gravel pit that has been filled gradually and currently is near original
grade. The fill material, placed over an unknown period of time, consists of a variety of soils
and demolition rubble, some of which was placed into ponded water. It is our understanding that
topsoil and organic material was not placed as part of this fill. The fill has a variable thickness
of 80 feet.
f
SCOPE OF WORK
DLe to the presence of concrete rubble in the fill, subsurface exploration at this site would
likely meet drilling refusal on concrete fragments. Also, due to the variability of the fill, it
would be impractical to obtain enough information to characterize die site soils. Therefore,
Geobgineers,htc
7504 SW&kigepott Rood
Portland,OR 07224
Telephone(i01)624 9?7,1
Fax(wj)620 5944
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PacTrust
March 14, 1995
Page, 2
subsurface explorations were not performxl at this site. In lieu of subsurface explorations, we
recommend that four of the building pads that will be near finished grade be surcharged with a
minimum of 6 feet of fill. Three settlement plates and seven settlement hubs should be installed
on each surcharge. The settlement markers should be monitored at least twice weekly for the
first few weeks after the surcharges are installed and once a week thereafter, until an acceptable
range of settlement is achieved. Our office will analyze the settlement monitoring data.
PRELIMINARY RECOMMENDATIONS
SHALLOW FOUNDATIONS
Following site surcharging, the proposed structures can be supported on continuous wall
or isolated column footings founded on compacted crushed rock fill pads. The thickness of the
crushed rock fill pads will be dependent on the size of the footings and the performance of the
surcharges. However, based on our experience, we expect that the crushed rock fill pads will
be 1 etween 1 1/2- and 3 1/2-feet thick. The crushed rock fill should be compacted in accordance
with our recommendations for structural fill, given below.
Footings should be proportioned for a maximum allowable bearing prrssure of 1,500 psf
(pounds per square fuot). This bearing value is preliminary, and our final recommendation will
be dependent on the results from the settlement monitoring data.
The least dimension of column and continuous wall footings should be 24 and 18 inches,
respectively. The bottom of exterior footings should be at least 18 inches below the lowest
adjacent final grade. The bottom of interior footings should be at least 12 inches below the top
of the floor slab. Our estimate of building settlements will be determined after the surcharge
monitoring is complete.
FLOOR SLABS
Satisfactory subgrade support for building floor slabs supporting up to 200 psf areal loading
can be obtained by removing, moisture c mditioning and compacting the existing site fill to a
minimum depth of 3 feet below the finished floor slab elevation. The overexcavated and replaced
site fill should be compacted to not less than 92 percent of the maximum dry density, as
detennined by ASTM (American Societ!for Testing and Material)D 1557. A 6-inch-thick layer
of imported granular material should be placed and compacted over the prepared slab subgrade
to assist as a capillary break. Imported granular material should be crushed rock or crushed
gravel and sand that is fairly well-graded between coarse and fine, contain no deleterious
materials, have a maximum particle size of 1 112 inches, and have less than 5 percent ty weight
passing the U.S. Standard No. 200 Sieve. The imported granular material should be placed in
one lift and compacted to not less than 95 percent of the maximum dry density, as Jetdrnlilled
by ASTM, D 1557. A subgrade modulus of 150 pci (pounds per cubic incl,) may be used to
G c o E n t i e e e r s 11Je No.2361-017-P36
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March 14, 1995
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desigr the floor slab. An increased thickness of granular material may be required if construction
occurs during wet weather or if nAoi,ture conditioning of existing soils is not practical.
RESISTANCE TO SLIDING
Lateral loads on footings can be resisted by pissive earth pressure on the sides of footings
and by friction on the base of the footings. Our analysis indicates that the available passive earth
pressure for footings confined by structural fill is 300 pcf (pounds per cubic foot). Typic;Ily,
the movement required to develop the available passive resistance can be relatively large.
Therefore, we recommend using a reduced passive pressure of 200 pcf. Adjavent floor slabs,
pavements or the upper 12-inch depth of adjacent unpaved areas should not be c:omidered when
calculating passive resistance.
A coefficient of friction equal to 0.35 may be used when calculating resistance to sliding.
The recommended lateral earth pressure and coefficient of friction values include a minimum
factor of safety of 1.5.
STRUCTURAL_ FILL
Imported granular material should be used as structural fill. Structural fill should be pit run
rock, crushed rock, or crushed gravel and sand that is fairly well-graded and contain no roots,
organic matter or other unsuitable materials, have a maximum particle sue of 3 inches, and have
less than 5 percent passing the U.S. Standard No. 200 Sieve. The material should be placed in
lifts with s maximum uncompacted thickness of 12 inches and compacted to not less than 95
percent of the maximum dry density, as detel-iined by ASTM D 1557. During the wet season
or when wet subgrade conditions exist, the Initial lift of granular material should be 18 inches
in dlicknPes where grades allow and should be compacted by rolling with a smooth-drum roller
without use of a drum vibrator.
LIMITATIONS
We have prepared these recommendations for use by PacTrust and other members of its
design and construction team for the proposed development. The data and recommendations can
be used for bidding or estimating purposes, but our conclusions and interpretations should not
be construed as a warranty of the subsurface conditions.
It should br, understood that construction of buildings on uncontrolled fill can be
problematic, and may result in significant differential settlements, even after surcharging.
Because monitoring of the surcharges was not yet underway at the time of this letter and the
design was not finalized, the recommendations contained herein are preliminary. As settlement
data becomes available to us, we will revise our recommendations as apprnnriaa, W- all ro
recommend that the final design and specifications be reviewed by our firm to sec that our
recommendations have been interpreted and implemented as intended.
G e n E n R i o e e r a cHe No.2161-017-1736
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March 14, 1995
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design the floor slab. An increased thickness of granular material may be required if construction
occurs during wet weather or if moisture conditioning of existing soils is not practical.
RESISTANCE TO SLIDING
Lateral loads on footings can be resisted by passive earth pressure on the sides of footings
and by friction on the base of the footings. Our analysis, indicates that the available passive earth
pressure for footings confined by structural fill is 300 pcf (p,)unds per cubic foot). Typically,
the movement required to develop the available passive resistance can be relatively large.
Therefore, we recommend using a reduced passive pressure of 200 pcf. Adjacent floor slabs,
pavements or the upper 12-inch depth of adjacent unpaved areas should not be considered when
calculating passive resistance.
A coefficient of friction equal to 0.35 may be used when calculating resistance to sliding.
The recommended lateral earth pressure and coefficient of friction values include a minimum
factor of safety of 1.5.
STRUCTURAL FILL
Imported granular material should be used as structural fill. Structural fill should be pit run
rock, crushed rock, or crushed gravel and sand that is fairly well-graded and contain no roots,
organic matter or other unsuitable materials, have a maximum particle size of 3 inches, and have
less than 5 percent passing the U.S. Standard No. 200 Sieve. The material should be placed in
lifts with a maximum uncompacted thickness of 12 inches and compacted to not less than 95
percent of the maximum dry density, as determined by ASTM D 1557. During the wet season
or when wet subgrade conditions exist, the initial lift of granular material should be 18 inches
in thickness where grades allow and should be compacted by rolling with a smooth-drum roller
without use of a drum vibrator.
LIMITATIONS
We have prepared these recommendations for use by PacTrust and other members of its
design and constr;ction team for the proposed development. The data and recommendations can
be used for bidding or estimating purposes, but our conclusions and interpretations should not
be con.-'rued as a warranty of the subsurface conditions.
should be understood that construction of buildings on uncontrolled fill can be
p►oblematic, and may result in significant differential settlements, even after surcharging.
Because monitoring of the surcharges was nat yet underway at the time of this letter and the
design was not finalized, the recommendatinns contained herein are preliminary. As settlement
data becomes available to us, we will revise our recommendations as appropri.ia• Wf- ,ilio
recommend that the final design and specifications be reviewed by our firm to see that our
recommendations have been interpreted and implemented as intended.
G e o r. n g i n - c r f File No.2361-0174196
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If there are changes in the grades, location, configuration or type of constnlction for the
buildings,these recommendations may not be applicable If design changes are made, we request
that we be retained to review our recommendations and to provide a written modification.
The scope of our services does not include services related to construction safety
precautions, and our recommendations are not intended to direct the contractor's methods,
techniques, sequences or procedures, except as specifically described in our report for
consideration ip design.
Within the limitations of scope, schedule and budget, our services have been executed in
accordance with the generally acceptM practices in this area at the time the report was prepared.
No warranty or other conditions, express or mplied, should be understood.
—. . O ►
We appreciat! dle opportunity to work with you on this project. If you have questions
concerning the information provided, please call.
Yours very truly,
16,073
GeoEngineers, Inc.
�Y OhF7GcaN
�Gi r ,9dit
21
P
Expires 12I3—t � Don Rondema, P.E.
Geotechnical 'Engineer
'~ Scott V. Mills, P.E.
Principal
DLX:SVM:jae
Docwn_ot m: 2361017r rec
cc: Mr, Dennis Woods
Mackenzie Engineering
Copyright m 1995^.eoEne.4ecr;,Inc., All riehu reserved
0 c o E n a i n c c r FJc No.2361-017-PM6
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05;15/95 12:51 121 503 820 5940 GEO ENGINEERS X1001
CkeolaEnginem
MEMORANDUM Portland
TO: Mackenzie Enf ineering- Mark Heaum
FROM: bun Rondema
DATE: May 15, 1995
FILE: 2361-017
SUBJF.C'I': Durham Pactrust Site
As per our phone conversation the bearing pressure of 1,.500 psf given in our geotechnical report
for the site is also appropriate to wall loads up to 6.5 kips per foot, which is greater than the 5 kips
per foot stated in our report. The Implications of the larger wall loads will be that structural fill will
likely they. need to extend deeper beneath the base of the footing to reach an effective stress value
equivalent to that induced by the surcharge.
We are currently receiving monitoring information on the surcharges and development time rate
consolidation relationships to evaluate whcn the surcharges can be removed. Please give me a call if
you have any additional cu)mments or questions.
Sinc rel
y,,
Don Rondema, P.E.