12800 SW MORNINGSTAR DRIVE gAiva ad1SONINHOW MS 009Z
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12800 SVV MORNINGSTAR DR
CITY OF TIGARD MASTER F'rRMIT
DEVELOPMENT SERVICES DATE
N . : MST96-0011
DATE I SSIJET)JEI): 01/21 /99
13125 SW Hall Blvd.,Tl3ard,OR 97223 (503)639-1171
F'AR(11- : r_''J1041DD--08400
,,;I TF 0DDRr--F)q. . . : 1 r_'El(dQl SW MORN I N(3STAR DR
5(JBD I V 1 r 10N. . . . 11011N T A 1 hl f l I UHL_APJD9 1`417. 3 ZONING: R--4. 5
131 (7(,K. . . . . . . . . . I__OT. . . . . . . . . . . . . :042 JIJRISDIC f ION- TICS
Remarks: New STI) pathl
-------.-_____ RU11D1N6 -------___--_.—_.-_____—___
KIS'SLIF: STORIES........ 2 FLOOR AREI --- -- BFISD#.NT...: 0 sf REOUIRED SETTIACKS----
f1.ASS OF WORK.:NEW IFIGHi........: 22 FIRST.,..: 1918 sf DAM...... 464 sf LEFT..........: 7 MiA.(ECTRS: Y
1YPC OF USE...:SF FLOOR LOAD....: 40 SECOND...: 675 sf FRONT..........: 20 P.gAKING SPACES: 2
TYPF OF t ST.:5N DWELLIN6 UNITS: f F11410ENT: 0 of RIGHT...... .,: It
OCCUPANCY SRP.:1?3 RDRM: 3 BATH: 3 T('TAI.------: 249? sf VAUIE..t: 182266 REAR..........: 15
-- ---- -- - - - -------------- - _- ------ _ PLUMBING ---------------------
SINKS.........:
-------------------SINKS.........: 1 HAIL. (19T..TS.: 3 WELSHING MACH..: 1 LAIr?R'RY TRAPS.: I RAIN DRAIN ft: 1118 TRAPS.......... 0
LAVATORIES..,.: 5 01SHWAS4RS...: I FLOOR MINS..: 0 SEVER LINE ft: 100 SF RAIN DRAINS: 1 CATCH BASINS..: 0
TURiSHOWERS...: 3 FARBABE DISP..: 1 HATER HEATERS.: I WAS'-R LINE ft: 100 BCKFLA PREVNTR: 1 GREASE TRAPS..: 0
OTHER FIXTIAIES: 0
----------- __-- MECHANICAL -.______.._...__-------._-__ -----------------------------------_____.
FUEL TYPES------_ . FURN f 10111( ..: a BOIL/(* ( 3HP- 0 VERT FANS.....: 4 CLOTHES DRYER;:: 1
HRS FURN )=19* ..: I UNIT HEATERS..: 0 FWM.....,...: I OTHER UNITS...: 1
MAX INP.: P RTU FLOOR 3: 0 VFNTS.........: R WOOf►STOVES...... 0 RAS OLRI_FTS...: 1
- -.... -- - -- ----- -- ELECTRICAL - - -----------------•---------- -- ----_- —-_ ---------
-RFS(DENTIAI UNIT- -_SER" iFFFD(R- ---iFMP SRVC/FEEDERS-- —BRANCH EIRLIJIT5---- -----019CELI_ANEOUS---- --4DD'L INSPFCTIOri,5-.-
1000 SF OR LESS: 1 0 - 21a. amp..: R 0 - 200 amp..: 0 W;SVC OR FDR..: 0 PUNP11RRIBATION: I PER INSPECTION: I
EA ADD'L 500SF.: 4 ?01 - 400 amp.. : 0 ?01 - 410 bop..: A Ist W/0 SJF,/FI)R: 0 SIBN/(IIT LIN LT: 0 PER I"......: 0
LIMITED ENERGY, . 0 401 - 6010 amp..: 0 At 6001 amp..: A CA ADDL AR CIR: 0 SII;rNL/PANEL...: 0 IN PL,ANT......+ A
MANF HM/SVC/FDR: D 601 _. IPRA amp.: 0 6111+-ac7t-1010 v: P MINOR LABEL. -10: 0
IN@+ amp/volt. : P ------------ _--------___-------_-_-- PLAN REVIEW 9ECTIfN
Reconipet only.: A )-4 RES UNITS., SVC/FDR)-M- A.: ) MM V NOMINAL,, 0.5 AREA/SPC OCC:
____._- .-.--------_- -- _- _______-------------..-..__-- Fv.FrTRICAL - RESTRICTED FNERGY --_---.----.-----__---.------ -- _ _— —_._
A. SF RESIDFNTTRI- - -- _._.___----.-----____-- R. —
AUDIO 1 STERRI.: VACUUM SYSTEM..: AUDIO t STEREO.: FIRE ALARM...... INTERCOM/PAGPIG: u?DLIOR LNDSF, LT:
BURGLAR ALARM.. 0TH: X BOILER.......... HVAC............ LANrA IPE/IRRI)=: PROTECTIVE NFK:
GARAGE OKWR,.: CL(CK..........: INSTR O-VATION: MEDICIt........: `11HP-,
HVAr............ DATA/T-tL.E rDN.: NURSE: CALLS....: TOTAL_ A MENG: 0
Owner: -- --- ------- ___----------_----fontrartor: - -- ..__..._..._.__.__.._______- TOTAL_ FEF-50 4921.71
DOUG 71EPART CONSTRUCTION INC. DOUG 711711W rf*F)1MrTION INC 'his permit is subject to the regulat:dns contained in the
PO BOX 80402 PO BOX 8014V Tigard Municipal Code, State of C<e. Specialty Codes and all
PORTLAND OR ^7280 i:110 LAND OR 97210 other applirable laws. All M:,rk will be done in rar_ordance
with approved plans. This permit will Txpirr if work is
CL Plione 4: 245-5413 phone 0: 245-5411 not started within 180 days of issuance, or if the work i%
HReg 1..: SNI%4 suspended fnr more thvi 180 days. ATTENTION: Oregon law
----------------------------_ __..+---_----_------.-_--_- .__--_. repuires you to fn'.iow rules adopted by the Oregon Ut Iiico ,
Nntifiration Center. Those rules are sot forth in OAR 952-PPI 1010 through OAR 17-^-err-VOW. You may obtain copies of these rules or
direct questions to OIRMC by calling (5P2)246-19P7.
REQUIRED INWFF?;iMS -__.----- —_-- _------_--------------___...._.. '
U Frnsinn Cnntrol Post/Beaa Mrchan Electrical Servi Fireplace Insp Rain dra;n t,isp Mer' inical Final
W i3radinq lnspecti Crawl Drain/Rack 1=loctricai Rough Lias Line Insp Water Line Insp PluoL Final
Footing Insp PLM/Ilnderfloor Framing Insp Gas Firpplac.e Water Service In Building Final
foundation Insp Mechanical Insp -,hear Wall Insp Insulation Insp Appr/Sdwlk Insp Post/pram 5truct N umb Op i' Low Voltag± Gyp Board Insp FleoFiciT'f`isti - - -
1 s s ti e d By __f -++1w- -�i� + �+ +.++++e r:n i4+t+t e-e+S++i g+n a tH+++++++ ++ ......
�.:r +_
+++ + +1+.+
C�1
1 639-4175 by 7:4101 �. m. for- an inspect inn needed the next b .. . nes., dAy
CITY OF TIGARD SF=WFR UCINNFCTION
DEVELOPMENT SERVICES P'h M I T
13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 G'E RM I 1 0. . . . . . . . SWR98-0004
DATE I59LIF-'D. 011P1198
PARCEL: r Ci 104OD--08400
C T TF nDDRFSS. ,. . : 121300 TiW MORN"r WiSTAR DR
ci1iRDIVT TON. . . . :MOUNTAIN HIGHLONDS N0. 3 ZONIN(I: R--4. 3
BLOC;N, . . . . . . . . . I_CJT. . . . . . . . . . . . . :04c JUR.Si1)I(:I 1ON7 T IG
TENANT NAME. . . . . .DOUG ZIEBART CONSTRI_If.TT[IN IN(-,
I Gn NCI. . . . . . . . . . . FIXTURE LIN 11 S. . . .. 0
A-A5 i OF IJORI;. . . :NEW DWELL INC UN JJ S. . : 1
T' !PE- Or- (TSE. . „ . . ;SF NO. OF BUILDINGS: 1
I N(iI nL t_ TYF'F. . . . :PO WR :MPFRV S URFPCF: 0 ti f
Romarks, : Nevi SF'D
(1Wner : ___.__._._-.--.-.__.. _.__.._.___---- _----_._. ___..___.__...____-..___ .._-.-------- -._ FFEB __._---..---___.._._
Dni)t3 7 TF FART CONSTRUCTION TNG; type amor.rnt: by data .-ecpt;
C) FA(--IX A0402 PRMT $ 2200. 00 CE=O 01 /21 /98 98-302664
PORT 1.OND OR 97i='80 I NSI' $ 35. 00 GE O 01 /101 /98 98-30;x'664
f'bonr� #:
OWNF R
Phone #: $ 2235. 00 TOTAL
Req
__.___.._._.___ RFPI.IIRF"D INSF'FCTT0N9 -- -This Applicant agrees to comply with all the rules and regulations F3eWer- Inspection
of the Unified Sewage Agency. The permit expires 100 days from __ ��•.
the date issued. The total amount paid w01 be forfeited if the
permit expires. The Agency does not guarantee the accuracy of the
tide sewer laterals. If the sewer is not located at the measurement
given, the ir,staHer shall prasoec' 3 feet in all directions from
the distance given. If not sn located, the instal'.er s5all purchase —
a "Tap anI Side Sewer" permit and the Agency will install a lateral.
ATTETITION: Oregon law requires you to fp;low rules adopted by the ------.
Oregnn Iftility Notification UPnW. Those rales are set forth in STAR
a. 951 BP1 0010 through OAR �ou may obtain copies of
a these rules or dirert questions to OUNC bycalling (5A.3)24fi•1987.
Issr_teol b /( Permittee Signatrrr (.
U1
4-+.#++++++++++++i+++++-h+-+•}+++++.++++++++++++ 4-++-++++.4-+++4++++++++++ ! 9,1 +-#-+4-4 /+++++
Call 639--4175 by 7:00 p. m. for an in,.pectiore needed the ner(t brr+si/ess day
+ +++++++--1-++-f+++++++4 +++++++++++++++++ ....+++++4++++++4-+++4++++-F+++++i++•f-4-4 +4-+++4
-Y OF TIGARD Residential Building Permit Application Pyre C11ech rRecd a
:s SW HALL BLVD. New Construction Additions or Alterations oat"Recd 7
;ARA, OR 97222 Single Family Detached or Attached (Duplex) Date to P E �-v 7
3J3-639-4171 Date to DST -/S"-
S03-684.7297 or` oq Permit r&L qQ-00(�
Print or Type :esea psi c i y Ss -L j e(A-,
Incomplete or illegible applications will not be accepted
Name of Prosect ( 7,, , *-Nartle
Job Lot 42 Mountain Highlands Nb, 3' Ed Ziebart
Address site Aodr Architect Medina Address
12800 Morningstar Drive 1260 Rafael St. N.
Name CitYiSlate
uq Ziebart Construction Inc. KPS og 97303 1390-8570
• Owner Mailing Address 42me
PO Box 80402 Carlson Testing(Jim Embree)
Q01state tip Ph ne Engineer Mal IT
`>�s'L3814
Portland OF 97280 24 -5433 (foundation t�
Name• rState ;p p e
General Same as owner Ii li ard, OR 972E 6 - 1460
Ocrtbe wOAt :New* Addition O AMrapon O Repave O
contractor Mailing Address -'--- esto be done:
Gryrstate tip
Additional Description of work:
Phone
Oxon Cons-. Cont. Boom Lic to E p t
+each Copy or 96471 7A ,
Current yti?TeyVirss Tax or Metro a Exp.Date PROJECT �'L�Z I. >
�Lleen"' 121311 98 VALVA,'ION
Name
Mechanical COT ete Heating NEW CONSTRUCTION ONLY: Uoc K '7/0 s f/.
Sub- MeilingAddniss Sq. Ft. House:
e3 Sq. Ft. Gara g4
%.antractor 4500 West Road
c�ryrstat• �97
phComer LotES NO Flag Lot YES NOLa1,e Oswego_�, j� 9A-6513 (check one, x (check one) x
Oregon ;onst.Cont.hoard Lic.A Exp. Date Restricted Audio/Stereo Burglar
+►tach copy or Energy S stem Alarm
Current COT Business Tax or Metro R Exp.onto Installation Garage Door HVAC
Licenses
Name x Opener x S stems
Plumbing A.C.I . Mechanical (check all that Other.apply)
Sub- Mailing Address Will the electneal subcontractor wire for all YES NO
'ontractor 12300 SW 69th Ave, restricted energy installations? x
State Phone Has the Subdivision Plat reCorded� NIA _YES NO
1gard, OR 97 '23 598-479II
x
Oregon Const cont. Board L c a Exo Date Reissue of MST : Solar Ccmpliance
�. ttach Cady o/
umbirg Lrc. Exp.Date
(Calculation Attached)
Current P
U) _icenses 3-242PB I hearby acknowledge that I have read this application.that the
I_
COT Business Tax or Metro r Exp. Date information given is correct. that I am the owner or authorized
agent of the owner, and that plans submitted are in compliance
Narre with Oreo-cta;e laws.
OD zzlectrical XL Electric Inc. SignahtreofOwner/Agent Date
FD
J Sub- Maiirng address ac Contact Person Name ""
ontractor 551 Lancaster Drive SE #50 DZiebart Phono0
X45-5433
C.ty.Sra:ePhone FOR OFFICE USE ONLY:
Salem, OR 973U 391-9113 Plat --
Map/Tlit:
Oregon Const. Cont. Board Lac M Exo. Date !7
'ach Copy of 432 Setbacks:
Current E'eC,ncai L,c.S Zone: lar
Exp. Date
_ieanses 2 -269C r
COT Business Tax or Metro rt Exp. Qate Eli e ra I Planning Approval: TIF:
1T
i fadoe-dat) tl97
Permit Amount Apj,&, Bal. Due
MST. ermit (BUILD)
Plumb. ermit (PLUMB)
Mech. Pe it (MECH)
ELC/ELR ermit (ELPRMT)
State Tax (TAX)
Blas,
i
Plumb:
Mech:
i
ELC/ELR:
Plan Check
I'
MST: (BUPPLN) _
Plumb: (PLMPLN) _
Mech: (MECPLN)
CDC Review LANDUS) Y
_ Sewer Connection ( SA) r i
Sewer Inspection (SWI P)
i
Parks Dev Charge (PKSDC)
Residential TIF (TIF-R) �
Mass Transit TIF (TIF-MT)
Water Quality (WQUAL)
C
Water Quantity (WQUANT)
Erosion Control Permit (ERPRMT)
0
U Erosion Planck/USA (ERPLAN)
r
Erosion Planck/COT (EROSN)
Fire Life Safety (FLS)
TOTALS:
03fspp.AOC (dal) 1197
4 "
Solar Balance Point Standard Worksheet
address
3ox A cmlculations: North-South dimension for the lat. Box A.-
This
:his dimension is determined by finding the midpoint of the North lot line and drawing
an intersecting line perpendicular m that point.
r rst, determine whir-li property line is the -North lot line. The North lot line is the line
with the smailest angle from a line drawn eat-west and intersecting the northern most
point of the lot.
AS'-�
b w 1
Nath-South
Dined on for Lott
G�
.measure the distance from the midpoint of the North lot line to the South lot line jMq
he described line. J feet
4
N
Bax f ca uladenis: Shade point height for your residence Bw e:
1. Determine whedher measurements win be based en the peak or eave of your Which desailbes
stau=v, _ The orientation of the ridge is also important:
your ntside!rxt!I'
1a: If the roof line runs North-South, measurements will ` (dr+de one)
be based on the peak of the mef. OR 00 a
,.
1A 16 1 C
c I 1 b: If tl�e roof line runs cast-west and the roof pitch is
I less :,:an 5113, rneasurentems will ce ;zee? cn the
ea%e.
! s.a parr w
U I
1c- If d-te cccf.ire rums Ear-.Vest and the mcf pitch ;s
SJl 3 cr s<e-ever, measurements will be based on the
peak. " 4 I
Box B. continued 5" B:
:. 'feasure chjnge n ,�evaaon from front property line to finished floor elevation. If
the 'at slopes uo from the front :ot line to the foundation, the figure is positive. If
the lot stapes down from the. front !cc line to the foundation, the figure is negative. ft
3. Memure distance from finished floor elevation to the affeaed pealdeave, + 121 "A ft
4. If the roof line runs ,North-South, deduct three feet. If the roof line runs East-West --- ft
deduct nothing.
S. Subtract one foot for eao root of differe. .a in elevation from the front property
line to the rear property line, if the lot slopes up from the front to the rear. If the
lot has no stage or slopes up from the rear o4 the front;deduct nothing. R
6. Tod figure for box B: 7 I rt
Bax C_ Oistance to the shade reduction line. Boat C. �-----
1. Mesut,•the distance from the North property One to the hwndation near the h
affected pealdeave.
2. Measure the distance from the foundadon to the apeak or ave. + 1 h
3. Total figure for boot C: it
tt is mat rseiul m draw a veniol fine ttf�epreserK dw apprnp�i Atte bund in barn•A'and a bouptow&w tits cepttwrct dee
appmpnaw rq"frxond in bort"C'.The kwmiemon of-the ve�bl and tc., borctai ins debtnnins the vWw kwed in bat'O'.The voltsm
in bm 'O'#,culd be camramd ea die value in bac*9-;it ft vska in bot IV Is fes than or equal b the v"found in bw'D',then
:he buil inti is in wmpGanoe wid%the sour balance oodn. if ym have my que000ni6 PkWe aocm a as at 63"171,x3W or at ft
Commicerq►t?e+gWo"e t Comair.
MAXIMUM PIRMlTTI D M"g POINT H[IGHT In Feet)
t.`israr,ce ffo Nord►-mu&tot&r4n m an fea0
trade 100* 95 90 8S AO 75 70 63 60 S3 30 43 40
mducion So*
%m na4mm
tett Sam lie fee"
110 40 40 41 42 43 w
63 39 3 38 39 40 41 42 43
io 36 3 36 37 38 39 40 Al 42
33 34 34 3S 36 37 38 39 40 Al
0 32 3 32 31 34 33 36 37 33 39 40
-3 30 0 31 32 33 34 33 36 37 33 39
IL .0---- - —n 33 34 33 36 37 38
it =3 26 2 25 27 28 29 30 31 33 33 34 3S 36
H
:0 24 2 24 _3 2S 27 23 29 30 31 32 33 34
:S1 22 :3 24 :3 :S :7 :S 29 30 31 32
:0 20 21 22 23 24 23 26 27 23 29 30
Co '3 ;8
C7 '11 19 M 21 2_' 23 :4 23 26 27 23
W '0 16 16 17 18 19 10 21 '^2 23 24 23 26
J
i 14 1 14 1S 16 17 18 19 _0 21 22 23 24
Box O. Maximum ailowrd shape _xoint heigfiC 22 feet
S:ld= vtatar.cho
te�atd�^_Sn?6
SW MDeNW& sTftR DR
s�
N9.
/
� at,3oy
/ 1 '
1
MoVA► i R!N !i IGµI�FNDs ILI Svg , A 6.
Lor i�Z ✓�'
/2800 Su/ M(A-'ivINS ST-Ale DR _
29 109 OD
i M M 3 `aZ
R- 4,5 r
Aova, ��tba�`� � ..• .
316 5
o �
�y S --5 ti 3 3 � •- ``�
r
FPS. e►� �„
WOOD l
os i ec-K
J � Irl � ,- •r'� _.- "'-"'`�- ,.-'"'`yC• � ,,,.. � ✓'
E�.vS�o►� Ferctl' _ ''
tn
Of
68• S ,- ,
CITY QF TIGARD
DEVELOPMENT SERVICES
13125 SW H&H Blvd.,77gerd,OR 0722.1 (503)534171
CERTIFICATE Of'
OCCUPANCY
PE"RM I M. . . . . . . t MST98-001 1
DATE I f3SUED a 06/26/98
PARCEL t 2S104DD-0t3400
SITE ADDRESS. . . a 12800 5W MORNINGSTAR DR
SUBDIVISION. . . . a MOUNTAIN HIGHLANDS NO. 3 Z,ONINOtR-4. 5
BLOCK. . . . . . . . . . 3 LOT. . . . . . . . . . . . . 1042 JURISDICTIONtTIG
CLASS OF WORK. tNEW
TYPE OF USE. . . t SF
TYPE OF CONSTRe5N
OCCUPANCY ORP. tR3
OCCUPANCY LOAD t 2
Ft e m®r k s a Nrre �A ps�hl
DOUG ZIEBART CONSTRUCTION INC
PU BOX 60402
PORTLAND OR 97280
Phnne Mt :45- 5433
Contractors
DOUG ZIEBART CONSTRUCTION INC
PO BOX 80402
PORTLAND OR 97230
Phone Mt 245--5433
RAR M. . s 000964
i h i as Certificate grstrit s oc rl pansy of +he ;above referenced building ar portion
thereof and confirms that the building has been inspected for- compliance with
the State of Oregon Specialty Codes for the grntif.1, occupancy, and use under
which the r ferenced permit was issued.
BUIL INSPf CTOR L/I 10 SUPERVISOR
P09T IN CONSPICUOUS PL.ACF
CITY OF TIGARD
DEVELOPMENT SERVICES PLUMBING PERMIT
13125 5W Hall Blvd., Tigard,OR 97223 (503)639-4171 PERMIT M. . . . .. . . : PLM98-0138
DATE_ IS,UEI:: 0`'5/15/98
PARCEL- 4'S 104DD-08400
51 T'F ADDRF f ',_i. . . : 1 x_"800 SW MC1RN I NL ;. TAR DR
SUBDIVISION. . . . : MOI..INTA I N H I(iHl._ANDf3 NCI. 3 7O 114(3: R-4. 5
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :04Z` ,JURISDICTION: TIG
(:...ASS OF WORV. . :{1DD GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : P
TYPE OF USE. . . . :Sr W )5HING MACH. . . . . . : 0 BA(:KFLOW PRE:VNTRri. . : 1
OCCUPANCY GRP.. „ : R: rl-(.IOR DRAIN'S. . ,. . . . . 0 TRAPS. . . . . . . . . . . . . . . 0
5TORIEC). . . . . . . . . 0 WATF_R HEATERS. . . . . . 0 CATCH BASINS. . . . . . . . 0
LAUNDRY TRAYS,. . . . . . 0 BE RAIN DRAINS. . . . . : 0
51 NK, -�. . . . . . . . . . 0 LIR I NAL S. . . . . . . . . . . . 0 GREASE TRAPS. . . . . . . : 0
I_ IVATORIES. _ . . : stn OTHER F I XTHRES. . . . : 0
THP/riHDWERS. . . : 0 SEWER LINE ( ft ) . . . : 0
WATER CL_OSET5. : 0 WATER LINE (ft ) . . . . 0
D (SHWASNE R ,. . . . . 0 RAIN DRAIN ( ft ) . . . : 0
Fiema -ks - Install resdent. i :il barkflow l)revention device.
OwnPr: _..-----._._ .__- ____..._.._ _- --_. ---_-- _._.__ _._.____-___._ -_______ —_ FEES
DOUG ZLFBART C.CJNSIRIICTTLiN INC t;ylip amor.int by date recpt
VIO BOX 1710402 PRM 1 $ 151. 00 GFCI 05/ 19/911 '36--305794
PORTLAND OR 97280 ,`:317'1-,1 F 0. 75 GFI"4 Or')/1 5/99 98--:305794
V,hone #:
Oontract or-------__—_______--__—_-__—___--__
MICHAEL A. CO PLUMBING
P 0 BOX 23008
T T riORD OR 97�--,81.
Plinnr #: F�39-3189 $ 1.5. 75, TOTAL
Req #. . : 000678
RE0I.lIRFD TNSF,ECTIONS _._.-- -._._ ....
This permit is issued subject to the regulations contained in the RP/Bar kf 1 ow Pr P
Tigard Muniripal Code, State of Ore. Sperialty Codes and all other Fi nal Inspect i on
applirahl�, laws. All stork Kill be done in acrordance with
approved plans. This permit will expire if work is not started _
�-
within IAB days of issuanrr, or if work is suspended for more
than IBB days. ATTENTION: Oregon law requires you to follow ruies -
cn adopted by the Oregon Utility Notification Center. These rules are
> set fn0h io OAR 952-418@11 BB1B through OAR 952-MI-OW. You may
J obtain ropivs of these rules or direr-t questions to 01.K by ralling
ED (5413)246-1911.
u
Issr_4ed By / -- zi ��,�r, __-_ Permittee Si.gnat s-ire.k"
++•+-++++++4++++++4-+++-1++++++++++4.4--17•++++f-++++++++-++4+++++++-4+-+4+F .++++++++++++++
Call 639--4175 by 7.00 p. m, for an i.ngper_tinn nePHpd the next: busines 3 day
+++•++++++++++++4•+4-+-1-++ F44 4-+4++++++++-++++4-4-4-4+4+++++++4-+++4+•+++++++++++4+++++++
.ITY OF TIGARD E dumbing Application Redd By
3125 SW HALL BLVD. Commercial and Residential Do"Recd
,1GARD, OR 97223 Data to P E.
19(13) 6394171 Par�!�M�a-oi ass
Print or Type Related SWR a _
Incomplete or illegiblow applications will not be accepted caned
Name of Dawt/P
topmenrojed FIXhrlTURES (Indvel) GTY IRICE AMT
Job Sir* 9.00
Address Street Address Suite Lavatory 9•W
$0 h S 1 J ru Tub or Tub/Shower Carib. 0.00
Bldg a Citylstafe Zip Slower Orly 9.00
IT%enr d in r C4l 7 3 Water Closet 0.00
ame -- —
* Dishwater 0.00
Garbage Disposal 9.00
Owner Mailing A dress Suite
Washing Machme 9.00
City/State Zip Phone Floor Drain 2' 0.00
Name
3' 0.00
4- 0.00
Water hleanr
Occupant Mailing Address Sune 0.00
Laundry Roan Tray 7-00City/Stale Zip Phone Oat 0.00
Name
Other Fixtures(Specify) 9,00
I(I•fal d Ca P�Lr-6,. 1 _ _ 9.00
Contractor Mailing Address - Su e+ 0110
�I Pu Dox --- 9.00
9.00
City/State Zip Phone 000
O r 97 2.0 (p.31 AjFj
Crt#gon Const.Cont Board Lfc.a Exp.Date 9.00
Attach Copy of %181 q_ 14 -49 0.00
I Current Plumbing Lia 0 Exp.Cate Sewer-list 100' J0.00
Licenses o1 to 333 0 4 L1' X o`9 S, Sewer-each additional 100'
I COT Business Tax or Metro a Exp.Dote Water Service 1st 100, 3r5j.p�p
jas s' I g I-q P
Name Water Service-each additional 200' X5,00
I� Architect Storm d Rain Drain-1st 100' 30.00
Mailing Address SuNa Storm A Rain Drain-each additional 100' 25.00
Or Mobile Horne Space 75.00
Engineer City/State ZIP Phone Commercial Back Flow Prevertion Device or And- 25.00
_ Follutfon Device
;ascribe work New O Addillon O Alteration O Repair O Residential Backflow Prevention Device' 15.00 S O_
in be done: Residential O Non-residential O Any Trap or Waste Not Connected to a Fixture 9.00
Additional description of work Catch Basin
9.00
Insp.of Existing Plumbing 40,00
Trig A It a� rC Fld.� -W/hr
Specially Requested Inspeons 40.00
'xfstfnq use of W
wilding or property _ i/M
Rain Drain,single hmity dwelling 30.00
Proposed use of Grosse Traps 9.00
tx»Iding or property__
�QUANT17Y TOTAL
Are you capping. moving or replacing any fixtures? Yes 0 No p laanebte or rwr is rowim r Tow is_a
If yes see back of form) 'SUBTOTAL
I hersby acknowledge that I have read this appaeatlon.that the information
given is corned,that I am the OWW or autllorized agent of the owner,and �5%SURCHARGE
that plans sybmitted are in ewr4ftrm with 22jon Slate Laws. _ •7
Signature bf erfAgent Dan PLAN REVIEW 25%OF SUBTOTAL
- Only M fbnun qty.bel Mi
� � i- � TOTAL
conuM Person Name Phone ISCJ
'Minimum permtt its Is 325 t 5%surcharge,except Residential BarkAow
a J Prevention Device.which Is$13•5%surcharge
lAdstslplmapp.doc&V6
Page No. 1 CARR HISTORY POR CARR NO.: PW99-0011
DOUG tIQSART CONSTRUCTION INC
12900 SN MORNINGSTAR DR
07/17/99
Action Description Req/ Schd/ Rod/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
MSTA005 Application received / / / / 01/14/99 PASS JSD 01/14/98 JSD
MSTA008 Permit Created / / / / 01/14/99 PASS JSD 01/14/99 JSD
MSTA010 Check for prcl. restrict. / / / / C1/14/99 PASS JSD 01/14/99 JSD
MRTA012 Plana routed to Plans Rxaminar / / / / 01/1,4/99 PASS JSD 01/14/99 JSD
MTA026 Plans apprcn l by Pln Rxaminer / / / / 01/13/99 PASS RT 01/15/99 RT2
MSTA030 Reviewed plans routed to DSTS / / / / 01/13/98 PASS RT 01/15/99 BT2
MSTA032 DST Post-Review Completed / / / / 01/21/99 PASS JSD 01/21/99 JSD
MSTA090 (F) Ready to issue / / / / 01/21/99 Check contractor info.. . some nearing PASS JSD 01/21/99 JSD
expiration dates.
MSTA092 (P) Issue combination permit ! / / / e2/21/98 PASS GRO 01/21/99 LIST
MSTA095 Issue plumbing signature fore / / / / 01/30/98 RRCD JNT 01/30/99 JT
MSTA097 Issue electric signature forty / / / / 02/10/99 Rum JMT 02/10/98 JT
MATA700 Rrosion Control Insp W44-8444 / / / / / / 01/14/99 JSD
M9TA703 Grading Inspection / / ; / 03/06/98 191 SIDPR PASS PI 03/06/98 J•H
MSTA705 Footing Insp / / / / 01/23/98 As noted: Monolithic f.tq fnd - approved PASS KS 01/23/99 1•R
par geotshe recommendation.
Provide dowels at each side of garage
wing walls.
MSTA706 Foundation Insp / / / / 01/23/99 M-1- monolithic/ ftg/fdn APP KS 03/12!98 RBS
MSTA707 Slab Insp / / / / n1/0)/99 Approved as noted: Provide central PASS K8 03/02/99 J•H
joints at slab on grade for garage.
MSTA710 Post/Bean Structural / / / i 02/01/98 Approved as noted: PASS KS 02/03/90 J•H
1. Ring stud each side of poet
supporting girder. 2. Gussets each side
of post at girder and lateral brace
post. 3. Support 1/2-inch gas piping at
six-feet Or; 3/4-inch at eight-feet OC
and at each change of direction.
MSTA711 Post/Beam Mechanical / / / / 02/03/98 APP KS 03/12/98 KBS
MSTA713 Crawl Drain/Backwater valve / / / / 01/30/90 PASS M.S 01/30/98 Ms
MSTA717 PIA/Underfloor / / / / 02/03/98 PASS 09 03/03/98 J-H
KgTA120 Mechanical Insp / / / / 03/06/99 See framing this date. FATI. VE 03/06/99 J•H
MSTA722 Plumb Top Out / / / / 03/02/98 PASS MA 03/03/99 JtR
MNTA72.3 Rl.ectrical Service / / / / / / 01/14/99 JSD
MSTA724 Rlectrical Rough In / / / / 03/06/99 Signing label not posted. PASS BRP 03/09/99 .T--H
Service pass, Rough in pass for low
voltage.
Box setback noted.
NO PAN BOXRB.
Page No. 2 CANN HISTORY FOR r"dt NO.: McT49-0011
DOUG LIEBART CONSTRIIMIDN INC
12600 ON MDRNINGHTAR DR
07/17/96
Action Description Req/ Lchd/ 2nd/ Action Notes Disp By update Up&
Code Dent Dane Done Date By
MBTA725 Framing Insp / / / / 03/06/48 1. Electrical cover app also plumbing FAIL RS 03/06/96 J*M
tap i grading app
J. Positive connection trimmers to
header at garage.
3. Pi *block suspended roiling at
kitchen.
4. Provide insulation shield at b-vent
and secuca.
5. Support undwl hip.
6. Swvy brace truso as shown.
1. Rave baffles not installed at this
time.
S. Extend exhaust duct at utility two
roof jack.
9. can piping pt tent " IS psi far 15
mine., tag 59037.
META715 Framing Insp / / / / 03/12/98 PASS R8 03/12/98 J*H
MRTA729 Shear Nall Insp / / / / 02/25/96 This inspection doss not include van"rir PASS R8 02/27/98 J*H
panels - BP panels.
WTA726 shear Nall Inap / / / / 03%02/96 Nail bi'ate panels e-in./12-in. OC and FAIL ICS 03/02/96 J*H
generic panel@.
Vi *i'l:f. E.nrat hall Insp / / / / 01/07/96 Brace panels approved. PASS KS 03/04/96 J*H
i
M:iT..729 Low Voltage / / / / / / 01/14/96 JSD
MSTA73C Fireplace Inap / / / / / / 01/14/96 JSD
MSTA735 Gan Line Insp / / / / 03/06/96 Tag 59037, 15 psi PASS Ka 03/06/98 J*H
MSTA736 Gan Fireplace / / / / I / 01/14/98 JSD
MSTA740 Insulation Insp / / / / 03/12/98 Note: Per Hap, cardboard manufactured PASS AS 03/12/98 J*H
insulation baffles are acceptable.
MBTA745 Gvp Bcard Inap / / / / 03/16/98 ,%pproved as noted: Deal (void) above PASS RD 03/16/98 J*H
furnace with gypsum or metal (check tt
final inspection).
M54TA755 Rain drain Insp / / / / 01/30/98 PASS N8 01/30/08 IM
MRTA760 Nater Line Inep / / / / 01/30/98 PASS MS :1/30/98 MRS
MSTA765 tppr/sdwlk Insp / / / / 03/30/98 Pipe in at week hale, Okay with above. PASS PI 03/?0/98 J*H
MS':A765 Appr/Sdwlk Inap / / / / 04/09/98 1. Neap hole pipe must be installed. MR o4/09/96 J*H
2. Prior to "final" lot grading ip-rap
drain outfalls to creek.
Okay to pour after correction.
Page No. 3 CUR HISTORY FOR CUR NO.I MW96-0011
DOUG LIB]IART C BTRUC1'ION INC
12600 ON MORNIN71sTAR DR
0 7/1'/96
Action Description Req/ schd/ and/ Action Notes Diep By Update Upd
code sent Done Done Date By
-
---- ------------. ----------------- -------- -------- -------- ----------------------- -------------- ---- --- ----—-- ---
MOTA'769 Appr/gdrlk Insp / / / / 06/24/90 PASS MI 06/24/96 J*H
MOTA790 Slectrical Final / ! / / 06/16/96 Approved as noted: Receptacle upstairs PASP BkP 04/16/96 J*H
bath, located inside tub area.
NSTA794 Mactanical Final / / / 06/16/96 Building t Mechani�:al Final: VAIf, KS 06!16/96 J*H
1. support gas piping at fuznacs.
2. seal (void) behind furnace.
3. S-vent at furnace touching
insulation.
4. support gas pipe at range.
S. Uncover dryer vent at utilities.
6. Provide ane-half inch clearance
between handrail.
Provide landing at exterior stairs.
S. Need area well at range exhaust duct.
9. Need plumbing finalized.
MSTA79S Mechanical Final 06/26/96 / / 06/26/96 PASS X8 06/26/96 J*H
MSTA797 Plumb Final / / / / 06/16/98 house locked FAIL MB 06/23/96 J*H
MSTA797 Plumb Final / / / / 06/24/96 PASS MI 06/2%/96 J*H
MSTA799 Building Final / / / / 06/16/99 Mechanical 4 Building FAIL Ka 06/16/96 J*H
1. support yam piping at furnace.
2. goal void belt 'urnace,
3. B-vent at C,znAc �uchinq
Insulation.
4. support gas pipe at range.
S. Uncover dryer vent at utility
6. Provide ane half inch clearance
between handrail.
7. Provide landing at exterior stairs.
IL S. Need area well at range exhaust duct.
9. Need plumbing finalised.
F
MSTA799 Building Final 06/26/96 / / 06/26/90 PAgs Rs 06/26/98 J*H
_1
_m
CITY OF TIGARD BUILDING INSPECTION DIVISION MST _ 0611 �
24-Hour Inspection Line: 639-4176 Business Line: 639-4171
p�/ SUP
(( Date Requested e —.->6 ` _Iy AM PM— BLD
Location____ Suitle MEC _
Contact Person Ph PLM
C Ph SWR
L Tenant/Owner _ ELC
Retaining Wall ELR
Fooling Access:
Foundation FPS
Fig Drain
Crawl Drain Inspection Notes: SDR
Slab SIT
Post&Beam
Ext Sheath/Shear _
Int Sheath/Shear
Framing
Insulation
Drywall Nailing
Firewall
Fire Sprinkler
Fire Alarm
Susp'd Ceiling
Roof
�PASPART FAIL
M®INO
PoFt&Beam
Under Slab
Top Out
Water Service
Sanitary Sewer
Rain Drains
Final
PASS PART FAIL
MECHANICAQ
Rough In
Gas Line
Smoke Dampers
PART FAIL
InFUEECTIRICAL—
IL
Service _
Rough In
ti UG/Slab
Low Voltage
Fire Alarm
Final
PASS PART FAIL
W SITE
--1 Backfill/Grading
Sanitary Sewer
Storm Drain [ I Reinspection fee of$ ^required before next inspection. Pay at City Hall, 13125 SW Hall Blvd
Catch Basin [ ]Please call for reinspection RE: _ [ ]Unable to inspect-no socess
Fire Supply Line
ADA
Approach/Sidewalk Date 1j � lnspeetor
Other �Ext _
Final
PASS PART FAIL 00 NOT REMOVE this Inspection record from the fob sito.
CITY OF: )'IvARD BUILDING INSPECTION DIVISION
24-Hour Inspection Line: 639-4176 Business Line: 639-4171
BUP
_ Date Requested A PM _ BLD
Location ;I -a-,6 b �; &" Suite MEC
(:
ontact Person Ph PLM
Contractor Ph SWR
BUILDING Tenant/Owner ELC
Retaining Wall ELR
Footing Acces;s�o_
FoundationFPS
Fig Drain SON
Drain inspen Notes:
Slab _ SIT
Post&Beam _
Ext Sheath/Shear
Int Sheath/Shear
Framing
Insulati,n
Drywall Nailing
Firewall
Fire Sprinkler
Fire Alarm
f•ugp'd Ceiling
Plv'f
Final
PASS PART FAIL --- --- ---- -
1
Fn. earn - — --
Undt?r Slab
1 rep Out - —- - —
Water Service
Sanitary Sewer
Rain Drains
tUW PART FAIT.
CHANICAL
Post& Beam -- - - —_ --
Rough In
Gas I-ine _— -- --
Smoke Dampers
Final — - -- -
PASS PART FAIL
ELECTRICAL —�---� ----J�~ -'^
CL Service
tY Rough In -- — � -1-- ---
UGlSlab
I ow Voltage - _-
Fire Alarm
Final
C0 PASS PART FAIL —
w S:TE
~a Backfill/Grading _ —
Sanitary Sewer
Storm Drain ( )Reinspection fee of$ ^-- required before next inspection. Pay at City Hall, 13125 SW Hall Blvd
Catch Basin [ )Please call for reinspection RF:_--_ [ ]Unable to inspect no access
� ,re Supply Line
ADA
Approach/Sidewalk /r
Other Date —_ Inspector _Ext
Final
PASS PART FAIL DO NOT REMOVE this Inspection recond from the job site.
' _i a r l s o n Testing, Inc. Construction Inspection&Related Tests
Geotechnical Consulting
P.O. Box 23814
Tigard. Oregon 97281
February 18, '1997 Phone(503)6843460
FAX(503)684-0954
CTI JOB NO. 96-6022
Cascade Communities, Inc.
13535 SE 145th Avenue
Clackamas, OR 97015
FINAL REPORT OF EARTHWORK OBSERVATION AND TESTING
MOUNTAIN HIGHLANDS 111
TIGARD, OREGON
Reference: MORNINGSTAR PROJECT, SOILS AND GRADING REPORT,
Oakley Engineering,Inc., April 28, 1994.
Carlson Testing Inc. (CTI), has conducted on-call inspection services for the earthwork at the
above residential development. This final letter briefly summarizes our observations and
testing during construction, and the as-built soil conditions to the best of our knowledge. This
letter also provides recommendations for foundation design and soil guidelines during
construction of the single-family homes.
SITE PREPARATION AND FILL PLACEMENT
Based on our visual observations and our density test results, after stripping vegetation and
topsoil,engineered fill using on-site soil was moisture-conditioned and placed on the following
areas to a maximum depth :i approximately 15 feet:
Lots 42 to 49
Based on the in-place soil density results and our visual observations, it is our opinion that the
engineered fill on the above lots was generally placed in conformance with the standards of
the City of Tigard.
T
Lots 26 to 41 and 50 to 52 are cut lots or lots left near natural grade.
The backfill placed in the sanitary sewer easement between Lots 46 and 47 andto the laterals
was not compacted and lies settled more than one foot.
RE
H
STRIPPINGS AND/OR EXCESS FILL
1=
.j Based on our observations, it appears that most of the topsoil strippings
0° fill material was removed from the site. The strippings p ppings and other unsuitable
t, ppings were stockpiled very high on Lots 47
W through 51 before they were apparently removed. During our site visit on 2-14-97 it was
observed that approximately 12 inches of trench spoils and strippings were spread across the
fronts of Lots 42 to 52. There is a 2 to 3 foot high debris pile on the front of Lot 33 in the
northwest corner.
m '
GTI 96-6022
Page 2 of 4
SLOPE STABILITY
The original geotechnical investigation for this project was performed by others. CTI engineers
observed the base of the fill placed along Lot boundaries 43/44 and 44/45 which included
subdrains and were started with quarry run fill material before any soil fill was placed. The
subdrains are flowing presently and these fills have performed well this winter compared to
nearby natural slopes. We also observed the recent slope repairs on Lots 43, 46 and between
Lots 28 and 29. More recently a new failure, initiated by excessive uphill storm runoff has
occurred just east of Lot 29.
Generally, the slopes near the creek become less stable up-canyon or in the southerly
direction. We do not anticipate any stability concerns on Lots 47 through 52. Lots 31
through 34 have fill planed during previous phases and some thin dumped fill by builders;
shallow slope creep was noted on Lots 31 and 34. Lots 30 and 35 through 41 will likely
require cuts to construct future homes. We recommend that these cuts be made in the
summertime to minimize the potential for adversely affecting existing residences above; any
cut exceeding 8 feet in depth should be observed by a geotechnical engineer during
excavation.
The following Lots should definitely require a lot-by-lot geotechnical review:
Lots 26-29 and 42 through 48
We anticipate that Lots 26,and 27,may be founded on spread foundations,with some special
considerations. These lots would be more stable with daylight basement homes. Lot 29 may
likely be founded on spread foundations with a proper setback from the east slope where a
recent failure occurred. Lots 28,and 42 through 46, are more steeply sloping or are very near
steep slopes that have a moderate to high probability of failing in the future; these lots may
require deep foundations or horizontal anchors to improve stability or they may be founded on
spread foundations, subject to a geotechnical engineer's review.
HOUSE EXCAVATION GUIDELINES
We anticipate deeper than typical foundation excavation depths on most of the lots due to the
sloping nature of the site. If excavated material is spread around the lot and is expected to
support appurtenant structures such as deck footings and sidewalks, it should be placed,
compacted, and tested as engineered fill. Under no circumstances should nonengineered fill
be placed without observation over ground sloping steeper than 20 percent, or on flat ground
more than 3 feet deep.
J_
_a
7
U
CTI 96-6022
Page 3 of 4
STANDARD 1`00NDATION RECOMMENDATIONS
The proposed residential buildings on simple, relatively flat lots, will likely be founded on
shallow spread footings bearing on competent native soils or engineered fill. Spread footing
design and construction should generally conform to Chapter 4 of the CA@0 One and Two
Family Dwelling Code (CABO), except where we specifically recommend otherwise.
For protection against frost heave, spread footings on nonexpansive soils should have a
minimum embedment depth of 12 inches for exterior grades on level ground. The
recommended minimum widths for continuous wall footings are tabulated below:
Minimum Width for
No. of Stories Continuous Footing
(floors supported) (in)
1-story 12
2-story 15
3-story 18
We anticipate that the allowable bearing pressure can be taken as 1,500 Ib/ft' for footings
bearing on competent native subsoils or engineered fill to a maximum of 15 kips for column
footings. Afor heaviP_ column loads and masonry chma
, a Solt EMlnew should be
consulted. The coefficient of friction between on-site spour;R-in-place concre a may
be taken as 0.40. "he :naximum anticipated total and differential footing movements
(generally from soil expansion and/or settleme. W are 1 inch and U inch over a span of 20 feet,
respectively.
�"�t7drT r� I"I� q � r ��✓ -
a
a
Fo
U
w
CTI 96-6022
Page 4 of 4
CLOSING AND LIMITATIONS
Our reports pertain to the materials tested/inspected only. This letter should be made available
to each builder in thedevelooment: however. Information contained herein is not to be
reproduced except in full without prior authorization from this office, This letter should not
be construed to relieve or lessen the responsibility of the contractor or owner's site
representative for this site work, but is provided for the minimum required governmental
assurance, Our support was given on an as-needed basis as requested. If conditions are
encountered during foundation excavation which differ from this report, then the
developer(Cascade Communities,lnc.), the contractor (Clearwater Construction), and CTI
should be allowed to review the condition before corrective actions are taken. Corrective
work performed by the builder without notifying the above parties will be interpreted as an
acceptance of the conditions encountered,
Respectfully submitted,
CARLSON TESTING, INC.
GNLr
4W 14743
P.
OREGON
✓✓4� 23. X990
4�Es
Q. 11iie�\rC. Est 6'3o-f
James D. Imbrie, P.E.
Geotechnical Engineer
r
JLK
3 Attachments: Summary report of in-place soil density tests
0
cc: City of Tigard
.ii Clearwater Construction Company
I