11555 SW TERRACE TRAILS DRIVE I�
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1
INSPECTION NOTICE
City of Tigard Building Department
P O. Box 23397
Tigard, Oregon 9722.3
Phone. 639-4175
i
Type of Inspection ; -e_�»:
Date Requested TI To A.M. X P.M.
Address ' Permit #
Owner Lot #
Builder
The following Building Code deficiencies are required to be corrected:
+
"— — �-' e
Presented to _ Approved
Inspector _ _ ["isapproved
Date —
CALL FOR REINSPECTION
YES ❑ NO
i
INSPECTION NOTICE
City of Tigard Building Department
P.O Box 23397
Tigard, Oregon 97223
Phone: 639-4175 J
Type of Inspection
Date Requested� Time_.T_ A.M. P.M.
Address
Address _iZL Z -- , Permit
Owner_._ - --- ----
1 of
Builder
— --
The following ding Code deficiencies are required tc be corrected:
Presented to +Approved
—
Inspector I Disapproved
- -- — ----
Date. --
CALL FOR REINSPECTION
❑ YE8 0 NO
W W1W1WREVP-1#1W-1 MWW 0
INSPECTION NOTICE
City of Tigard Building Department
P.O. Box 23397
'Tigard, Oregon 97223
Ph ne: 639-4175
PrL—�— s-
type of Inspection (— lam_ \_ ._k_l^'t. t t^� _ JI/ScJ/i/}TlJ.y
Date i;equested_Jr l G-�U Time A.M. P.M.
Address �5 JC ICC' -T-IFA I L—", Permit #610 O O 1
Owner_ —3 . i __ Lot �—
Builder �c.0 sr L_ c CZ�_•S -._—�_.._.__-------The following Building Code deficiencies are required to be corrected:
"72zz7i Al S P- E-cT- T 2 - T�
�--c�A�
=*TA Y: e S 64!9
t2 I
e-1,44-?_/K .iJDTT /A1ST;9!z-451?
ATL- 1tic s e&:CT
Presented to — L`J Approved
Inspector — �� -� _ — U Disapproved
Date
CALL FOR REINSPECTION
0 YES ❑ NO
!NSPECTION NOTICE
City of Tigard Building Department
P.O. Box 23397
Tigard, Oregon 97223
Phone: 639-4175
Type of Inspection ,y rte _ �1 _--- ---------.-------- --
Date Requested_-_ Ar in ._ A.1 A. -__ P.M.
Address -�cS.rs�t�' Permit #- ��f 1
Owner- -- —- _ Lot #--------�
BuilderThe following Building Code deficiencies are required to be corrected:
_ G!I REp
_ -/'r/
Presented to n Approved
Inspector — _ sapprove.d
Date —
CALL, FOR REINSPECTION
DYES ONO
I
I f
INSPECTION NOTICE
City of T igard Building Department
P.O. Box 23397
Tigard, Oregon 97223
Phone: 639-4175
1
Ty a of Inspection �— Y. "
?�—�'- _ ��z7t-� J _
Data Requested mAddress 1 __ Permit �7
Owner -_ Lot #—
Builder
The following Building Code deficiencies are required to be corrected:
_ ie ) —?,h �j (**it -.j
Age� z ��,�Cy-�t,c .ems-.. ��'`� �...�ti-_�dY_1L►`.��
_ '�'./�,,•-fie. ���.�_.,,-, ,r►.� rv-[.�',(� r-.
Presented to Approved
Inspector .4d I - - __ __ -- -__ _---- Disapproved
Date L5--/ 6> ' CALL FOR FOR REINSPECTION
DYES ONO
elr � l� i■r � eer wo
INSPECTION NOTICE
City of Tigard Building Department
P.O. Box 23397 i
i
Tigard, Oregon 97223
Phone: 639-4175
Type of Inspection - / �-' __ /Zlf-11-'67 --
Tate Requested /_ �ly� ��111 _ Time A.M.-_ P.M.
Address
�La� S�..S � ? __ Permit
Owner d1q Lot
BuilderThe following Building Code deficiencies are required to be corrected:
- i
Presented to � t1 APProved
Inspector _ /. . _ _ �� Disapproved
Date
CALL FOR REINSPECUON
❑ YES Ll NO
W - I
I BUILDING PERMIT
CI1Y OF TIGrA RD PE.'RIMIT it. PUP90 0 j .1.2
CrIYOFTWIND
MID
(COMMUNITY DEVELOPMENT DEPARTMENT MOW= PRIM. PERMIT 0. -. BUF190-0112
13126 SW HWI Blvd. P.O.Bo.23397,TOW,Oregon 97223(fibit*Afti 7 1 DATE ISSUED: 04/23/90
.;J.*T'E ADDRESS. . . . 115'55 SW TERRACE: S 1)R PARCH-- 2S1.03CA-03400
(':)(.)T-'.iDIVISION. . . . .. ZONING: R 4. 5
T-E R R R A C E T R A ILi
I'll OCK. . . . . . . . . . .. LOT. . . . . . . .. . . . . . 6
RE 1".SSUE.e FLOOR AREAS------ EXTERIOR WALL CONSTRUCTION-
CLASS OF WORK. :ADD FIRST. . . . .- 156 sf N: S.. F W
TYPE OF USE. . . SF-- SECOND. . . : sf PROTECT OPEN
l'Yl::'E OF CONST. -.5N THIRD. sf Ns S-. Ei Wo
0C.CUPANCY GRP. :R3 T 0 TA L------- 156 sf ROOF CONST: FIRE RET':'-.
OCCUPANCY LOAD: BASE.MEN'T . sf AREA SEF-". RATED:
SIOR. il H1'. '-' 1d ft GARAGE. . . s sf OCC U SEP. RATED:
DGMT?c MEZZ?z REED .......... ......
FL 0 0 R L 0 A 1). . . . ..40 psf L EF T c ft RGHTi ft FIR Sr:,KL- SMOK DENT'. . -.
DWEI LING UNITS: FRNT: ft REAR: ft FIR ALRM.- 1-1 N 1)1 C V' ACC; ;
H F.'.1)R M S a BATHS c IMF:, SURFACEc PRO CORR: PARKING:
VAL.UE. $s 4500
RemarFf.saa adzliriq '('C)Onl
Owner: FEES
DONALD SCHANE type AMOUY)t by date -reept
11.',-';55 SW TERRACA: iRAILS PRMT $ 50. 50
PLCK $ :3'x_'. 81
T'IGARD C)R 91223 5PCT t. 2. 53
Phone #-. PAYM 41 85. 86 JL.H 04/21/90
C'mit-ractor:
POWELL AND SONS INC.
71,31. NE PRE SCOTT ST
PORTI AND Or-,' 97218
Ph one If- (288-1.007 9s 8 . BE, TOTAL
Rey 0.. . . 5810P
REUUIRED INSPECTIONS
This pert,it is issued subJect to the regulations contained in the Facit/fOUnd Ii-sp ldatev• Line Insp
Tigard Municipal Code, State of Ore. Specialty Codes and all other Post/Beam Insp Oppr/Sr1w1k Insp
appl.cjhle laws. All work will be done in accordance with PlIn/Undslab Insp Final Inspection
approved plans. This pereit will exp!re if work is not startad Mechanical Insp
within 180 days of issuance, ar if work is suspended for sore P1111 top—OLtt Ins
than 168 days. Framing Insp
Fi-repl.aee Insp ..............
Gat; Line Insp
11-ISUlati.011 111SP ....... .......................
Permittee S i q 1-I'a tt.(-rfp-. 44 Gyp Boar(i Insp
Sewer Insp
ISSUed N- = Rain drain Insp
Call fc)-r inspeei;ion 639--4175
cir ( or, PECEIFIT OF REC-F I F 1 NO. s X1:1 �:i]C?w:*6
P(ME11. .1, SONS, INC. CHECK hMOUNT 1 4 7 P
CASH AMOUNT a 0.00
C,1. k E.s; x 7171 NE PRESCOTT 13T P�). YmF-wr r)wt7 s a i I.,z go
SUBD I VI E3 I ON
PORTL..AND, OPe 97"1 8— 11555 TFRRAC'E-' TRA I1.5
PURROSE OF PoYMF N'T AMOUNT PAID PUPPOSE OF FAYMENT AMOUNT FAID
BUTI-DING PERMIT 150. 50 ST. 1BUT.1_Z PF'PMIT TAX 5""
F-1-AN CHECV FE.E.- '_12 a 3 K-'TNESG Tf)x'
TQT-')L AMOUVIT PAIL, 12`4 79
City of Tigard
iNSPECT1oN FIEQUE5
1 for
INSPECTION TIME: _ PERMIT SIG.
DATE. GL1124 DATE ISSUED - _LL_
OWW'RS NAME :
ADDRESS:
C 0 N YRACTO R
TEST . Air r], Water [j , visual �� , Laboratory G i
RESULT: Approved nivapproved El Pend!ng (]
SKETCH"
1
i
1
I
I
yliP�F_(."T f.,►R DATE
50TE Attocr .uprlemnr ;^1 lest `vIn be "f..}
1111' 1� 1I w r1w !�
City of Tigard
INSPECTION REQUEST
for
INSPECTION T'ME: 3'L PERMIT NO. .
DATE: DATE ISSUED .--L—/—
OWNERS
SSUED .--LOWNERS NAME :
ADDRESS: �i— ���,, ,,.�-�� ,
I
CONTRACTOR : � ��•-�._ !___.___ _ I
TEST ,' Air p, Water p , Visual ❑ , laboratory ❑
RESULT: Approved Disapproved C- , Pending []
SKETCH.
i
Kl_
1 I
DAT E
rrlE Attach .upriemrrtro iest .t oto beril
i
CITY OF 7G h'° 0746
BUILDING PERMIT APPLICATION TIGARD DATE 19
7HE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK OEREIN INDICATED OWNER PH
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. � D 1
,cs i y ul�e';� 1.15 iii !i-W« TirracM Trr. MILDER PHONE
ADDRES --
NER S
NEER ~
ENGINEER
owner _ ENGDESIGNER
=LDEA_ �y
STRUCTURE ONEW J3 REMODEL OADDITION []REPAIR ❑RENEWr^A�L [3f IRE DAMAGE _❑QEMOLITION
RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUSUPATIO ❑CAR PORT �IGARAGE ❑STORAGE SLAB [-]FENCE
l_ABOND ❑MOVING ❑CONDITIONAL.USE ❑DESIGN REVIEW_ ❑COUNCIL APPROVED [:]SIGNS
rfe H E A
OCCUPANCY I LAND USE ZONE BLDG.TYPE__ _FIRE ZONE_ PLAN CHECK BY
construct 12ay• t• framgl [1wW11XiI'� With g66rfslrjN .111 ua6ament
- FIccording to approved pians
y's.7 v bedroom
464 tai
40 1b N0. ;TORIES AREA2464
OCC. LOAD U FLOOR LOAD HEIGHT _
RIGHT SIDE 1!�
BUILDING DEPARTMENT SEI BACKS FRONT REAR LEFT SIDE ---
Permit — -- 1.46.00 — �------- -
7 A.OO THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS COWTAINED IN THE BUILDING CODE, ZONING
Plan Check REGULATIONS AND ALL APPLICARLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE
WOPK WILL BE DONE IN ACCORDANCE WITH THF PLANS AND SPECIFIC<.TIONS AND IN COMPLIANCE WITH
Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE
RESTRICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE "URRENT CITY BUSINESS
State 6,66 LICENSE. SEPARATE PERMITS REOUIRED FOR SFWER, PLUMBING AND HEATIt—
Total $228.66If
BY APPLICANT OR AGENT
Approved I:1rA Receipt No ^ ` -
ADDR�55 � HO
DATE INSP. TYPE INSPECTION REMARKS PLUMBINNG� DATE
Contractor
- .
�' _ �� 'T�►� _- _ Permit No. J01
Rough-in _
Fixture
Final
— HEATING
Contractort c�
_ _ — ------ -- Permit No. �{ sY176
Gas or Oil
Rough-in
Final _
SEWER
-- —, - Final
DRIVEWA =?G
Final
Storm Drainage
(Rain Drain) Final_ _
— _ -- --. -- Sidewalk
Curb&Street Final
-� ------- --------- - - --- __
Approach G ----
BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final
-
CERTIFICATE OCCUPANCY
Landscaping
Zoning Final
CITY OF TIGARD ,�
tm PLAN CHLCK APPIL}CAT ION
COMMUNITY DEVELOPMENT DEPARTMEN / PLAN CHECK F
13125 S W.liAll Blvd..P.O.Box 21.197,Tigard,Oregon 9rM,(5M)834-1175 1 PERMIT y Ij
DATE ISSUED
JOB ADDRESS: /l S SS I E/Z1ZXC,15 f,.4,L TAX MAP/LOT ra
SUB > o'I r a cc 7P 1 LOT: LAND USE: -- —
VALUAIJON: y.,y-UA.or�
OWNER �— — S_PECI_AL NOTES_
NAME: DaA/A GHAIy4 _ REISSUE OF:
ADDRESS: /i;5-S" (�'i%!'Act' %1.A r�_ _ LAST REISSUE: _T
FLOOD PLAIN/
SENSITIVE LAND:
PHONE:
APPROVALS REQUIRED
CONTRACTQR _ PLANNING:
NAME: owk•LG J ENGINEERING:
ADDRESS: -7/3/ Al e. lus�oTr Sf' 1IRE DEPT
". orHER: -- -_
PHONE: -/yU'7 ITEMS REQUIRED
BUILDERS BOARD 0: S-60"- EXP DATE: /SUBCONTRACTORS: _
BUS TAX:
ARCH/ENGINEER CALCULATIONS: v-
NAME: _ TRUSS DETAILS:
ADDRESS: OTHER: - --- -
PHONE:
COMMENTS:
SUBCONTRACTORS: PLUMB: �ti/��—�~ MECH:
PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE
dui y�, -L'1► Z 10-432 00 Building Permit Fees �5v Z�_ 3'4_S
10-431 00 Plumbing Permit Fees
_ 10-431 01 Mechanical Permit Fees _
10-230 01 State Building Tax (5X) _ .�, .2, j 3
Building
Plumbing _�-
Mech
10-433 00 Plans Check Fee y % 31 r 3 j2,?f3
Building t _
Plumbing
Mech _
30-202 00 Sewer Connection
T 30-444 00 Sewer Inspection
51-448 00 Street System Dev Charge (SDC)
52-449 00 Parks System Dev Charge (PDC) _
31-450 00 Storm Drainage Syst Dev Chrg (SSDC)
10-230 06 Fir-P _
TOTAL
RFC b
i
APPLICANT SfGN fU0 -- -- --
Received By: Date Received:
cn/358713/1813 7
GF1 I !!I
APSwl 6 System
APSie Qampinp Bar
���— SeaGrrg Seeker
PVhbod0
1 4
APS 16 End Glazing Bar 'Apf.I Glazing Bar—i,
SPECIFICATIONS:
GENERAL INFORMATION:
GLAZING BARS The APS-16 Glazing System is designed for both vertics!and
sloped glazing applications using 16mm or 518' glazing panels.
Meterhl 8063T5 Aluminum The APS 16 Glazing Bar is used for intermediate mullions and
Tensile Strength 22,000_�si the APS 16 End Glazing Bar is used for perimeter mullions The
Weight: glazing bars are grooved to help locate the position of the
Glazing Be, 7119 Wit connecting angle
End Glazing Bar .828 IbI t The connecting angle Is devised It,join horizontal to vertical
Clamping Bar .439 IbM _ frame members and fit inside the hollow section of the glazing
Standard Lengths: tars If has two pre-punched holes In Its short leg which fss;en5
j Mill Finish 85 ft to the side of the vertical member's hollow sectrcr,with two self-
Painted' _ — PO fl tapping screws (See Detail A)
Mullion S Ging 48" O.C.-Standard Sheets
I - To assemble the frame. bed the connecting angle In silicone
f GASKETS sealpni ar d Gren slide the hollow eecti,n of the horizcaital
member over Ow long leg of the oonnerting engte Then drill
Material EPDM two screw holes between the legs of the horizontal member into
Sut%oe _ Siltoonized the connecting angle and screw together.
'Dari colored aluminum frames build up excess Mal which could
de-nape panels of EXOLITE Sheet over time DO not Install CLEAR STEP-6Y-STEP INSTALLATION:
EXOLITE sheet in dark colored aluminum frames.
1 Faster glazing bErs for preassembled frame)to superstructure or
y,�•,,., .kw -1-4'x r-;r o.W',, •. of open,ng
' lir►. P Drill weep holes In low@•ftorizo ttal glazing bar.
g nil
9 Press ribbed askets Into glazing be, t) hand
OOrINEt"T1N13 AN3LE-� � g g g y
r i
e Instal! glazing panels (If using F-XOL17E sheet, remove PEG gasket
from the botinm end or each panel and slide aluminum terminaf
K•' l isedion over that end of the panel.)
S--AP on clamping bar using a matbL
�5►, qy pyr+tlllMlw ,,
ID Slide thr sealing gesl.e. under the NP of the clamping bar by(land
""� "�f ►�a'r'4E :. _ :; jV4kV xitvLa Of rollst Start 81 the bottom of the glazing bar and work to the top.
!�•pc+rlan'FpTlca
Trr r'. v.:o.rr-M • tr r.rr i tr -Wa:Hr t.- rr I: br CV61.0f a••*a..&..,a rIP1141 err to,P.�r••r aur,r M a nog„y..
�,r.^.. +.'.�..,.��-p.r.,r r.Mr.••q,rp rM h,rl�sw.•kr'eM lam'-ir'IR'JIt•aUEaM d a.Mrywyrrrr N t•OrklM rN►nk M Mrrr. N(r W4nga�-ry •� User Nr.r.-C1a v'+M't
tX iMNFt K �►ApT+^Afixr.M
wrr er wv s s � �
GX011te 16/3 -2
GYRO Industries DOUBLE-SKINNED ACRYLIC SHEET
Woodcliff take
New Jersey 07675 Product Description
EXOLITEs 16/32 double-skinned acrylic sheet is a high light-Iransmitting glazing material
with excellent insulating characlr-'stics T` a sheet is strong and rigid,has high structural
stiffness,and is suitable for sloped and vertical glazing applications.
EXOLITE 16/32 carnes a 10 year limited warranty A copy of the warranty is available from
CYRO Industries and wherever EXOLITE sheet is sold.
EXOLITE 16732 is manufactured in the United States at our plant in Sanford, ME.
Applications
Greenhouses--Ridge roof, side- and end wall glazing,
Architectural-Skylights; roof glazing, trombe walls, other commercial, residential,
industrial, and institut onal applications.
Retrofit-Supplemental and replacement glazing
Technical Support Date
CROSS SECI ION OF EXOLITE' 16132 DOUBLE SKINMED ACRYLIC SHEET
Approx 0 070.
ApptoxU
/ 17mm) M
�A�jx�ox 0 79' Approx OBI+-Aporox-1.251-
• (20—) (24mm) (32mm) 1
S eciflcatlons
Thickness 0.630 in. f 0.04 in.(16mm t 1,Omm)
Width 47.25 In. t 0.16 in.(1200mm f 4mm)
Length 8, 10, 12 and 16 ft standard
(Additional lengths available
by special order1_
Skin Thickness _ Approx.0.070 in.(1.Smm)
Rib thickness —� Approx.0.066 in.(1.7mm�
Rib Spacing _ - _- Approx. 1.25 in,(31.6mm) `
We ght Per Unit Area _ 1.1 Ib.lft. (5.4 kglm)+
rope-ties
Heat Transfer Coefficient*-U
-Summer Conditions 0 55 BTU hr. ft.2. OF(3 2W/m2 °C)
-Winter Conditions _ 0 58 BTU/hr ft.2 IF(3.3W/M2 °(,)
Thermal Resista ice Value-R .1.
• --Summer Conditions 1.82 °F/BTU/hr. ft.2
_-WinterCordit,ons _ 1.72 OF/BTU/hr ft.= _
C_oefficienl of Linear Thermal Expansion 40 x 10y in./in.!"F(-?-O,-x 10''inTilna'_C)
Light Transmission - 86%
Solar Transmission_ 6340
Sha_dlnQ CoeH�cier�t ----_
0.96 --•-__-__--
Maximum Servic �perature without Load 1600F (71°C
Average Sound Redu ;on _ 23 0ec,bels _
•Cm-ru-ea Acr•oro++'"w,M ASHgAE mM�ft -- - RFX A rf K a teg s even •d1r r1 Mcyao 1•N,thM
w w
iE D
Wa GX011tG 16/32
CYRO Industries DOUBLE-SKINNED ACRYLIC SHEET
Wc✓Jael fI Lake
New Jersey 07675 Product Description
EXOLITE� 16/32 double-skinned acrylic sheet is a high lighi-transmitting glazing mate,ial
with excellent insulating Characteristics.The sheet is strong and rigid, has high structural
stiffness,and is suitable for sloped and vertical glazing applications
EXOLITE 16/32 carries a 10-year limited warranty N copy of the warranty is available from
CYRO Industries and wherever EXOLITE sheet is sold.
EXOLITE 16732 is manufactured in the United States at our plant in Sanford, ME
Applications
Greenhouses-Ridge roof,side-and end-wall glazing
Architectural-Skylights, roof glazing,lrombe walls,other commer,iai, residential,
industrial, and institutional applications
Retrofit—Supplemental and replacement glazing
Technical Support late
CROSS SECTION OF EXOLITE' 16.12 DOUBLE-SKINNED ACRYLIC$MEET
"OX 0 070'
0068' «�
— _—` — (1 7mm) �
� " � - �Approt U 7B" —ApDo091'—�;.11t�prprc 1ZS',., ', CrYs:a( � ••41=,
- _' ,' . .i,._ ., (ZOrTr11) •;?�mm) .. <1.' jt2rnn) ;i � .r, ,r � ,-. ,... ..
Specifications `-
Thickness 0.6.0 in_t T.04 in�(16mm f 1,Omm)
t Width -- •4725 in. 10.16 ln.(12DOmm j: 4mm)
Length 43,10,`12 and 16 Standard
(Additional lendlhrevailable
_ by special order.).,.,,
Skir,�Thickness Approx.0,070 In.(1.8mm) '
Rib•rhickness _- _ ------T- Approx.0.066 in.•j1.7mm)_
Rib 5'pacin - - Approx 11.25 in.(31
Wight Per Unit Area 1.11b.R1. )
5.4 k9/m — - �
_�. - -
Prcpc rhes
Heat Transfer Coe'ticient'-U
--Summer Conditions 0.55 BTU/hr.V OF(3 2W/m? °C)
—Winter Conditions 0.58 BTU/hr.ft.2 OF (3.3W/m-' °C)
Therma Resistance Value-R ,
• -Summer Conditions 1.82 °F/BTU/hr.ft.2
_--VV,nter Cond,'-ons _ 1 72 °F!BTU!hr.ft 2
Ccetflcient of Linear Thermal Expansion _- 40 x 10'in.Cio.N,F.pO x a 0"1n.iin./'Cj
Light Transmission 86%
So,ai Transmission_ _834b
ShaJ np Ccpetiicient -
►."� -u_T Se"v;ce Temper2'u"e without Load 160°F(71°C
Ave•apc Sound REduction 23 Decibels
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PERMIT NO._ 0
PERMIT CHARGE none
OWNERC 0 N N E C r 10 N f-E E
{)AID 13 Y
TYPE OF BUILDING DATE CONNFCTED
SERVICE RATE d INSPECTION FEE
CONTRACTOR PAID BY DATE
SIZE OF CONNECTTON A 5 5 E S 5 M E N T PAID