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12950 SW ASCENSION DRIVE
CITY OF T I GA R D MASTER PERMIT
PERMIT#: MST2000-00209
DEVELOPMENT SERVICES DATE ISSUED: 7/14/00
13125 SW Hall Blvd.,Tigard, OR 9722.3 (503) 639-4171
SITE ADDRESS: 12950 SW ASCENSION DR PARCEL: 2S104BC-05400
SUBDIVISION: HILLSHIRE WOODS ZONING: R-7
BLOCK: LOT: 065 JURISDICTION: TIG
REMARKS: S/F PATH I
BUILDING
REISSUE: STORIES: 2 FLOOR AREAS REQUIRE-G—,BACKS REQUIRED
CLASS OF WORK: NEW HEIGHT: 17 FIRST: 17x,5 sl BASEMENT: 03000 st LEFT: 5 SMOKE DETECTORS: Y
TYPE OF USE: SF FLOOR LOAD. 40 SECOND: at GARAGE: 462 at FRONT: 20 1 (KING SPACES:
TYPE OF CONST: 5N DWELLING UNITS: 1 FINBSMENT. at RIGHT: 13
OCCUPANCY GRP: R3 BDRM: 5 BATH: 3 TOTALVALUE: $209,62299� lr,�.nn sl REAR: 45
PLUMBING _
SINKS. I WATER CLOS.TS 3 WASHING MACH. 1 LAUNDRY TRAYS: 1 RAIN DRAIN. 100 TRAPS
LAVA rORIES: 4 DISHWASHERS: I FLOOR DRAINS: SEWER LINES: Ion SF RAIN DRAINS: I CATCH BASINS:
TUBISHOWERS: I GARBAGE DISP: I WATER HEATERS: 1 WATER LINES: 100 BCKFLW PREVNTR: 1 GREASE TRAPS:
MECHANICAL OTHER FIXTURES:
FUEL TYPES FURN<100K: BOIL/CMP<3HP: VENT FANS: 4 CLOTHES DRYER: I
A; FURN—100K: I UNIT HEATERS, HOODS I OTHER UNITS: 1
MAX INP. btu FLOOR FURNANCES: VENTS: I WOODSTOVES: GAS OUTLETS: I
ELECTRICAL
RESIDENTIAL UNIT SERVICE FEEDER TEMP SRVCIFEEDERS BRANCH CIRCUITS MISCELLANEOUS ADD'L INSPECTIONS
1000 SF OR LESS: 1 0 - 200 amp: 0 200 amp. WlSVC OR FOR, I PUMP/IRRIGATION: PER INSPECTION:
EA ADD'L 500SF: 5 201 400 amp' 201 400 amp. 19t WIO SVCIFDW 00 SIGNIOUT LIN LT' PER HOUR-
LIMITED ENERGY: 401 - 600 amp: 401 600 amp: EA ADDL BR CIR: SIGNAL/PANEL: IN PLANT:
MANU HMISVC/FDR 601 - 1000 amp: 601•amps-1000v: MINOR LABEL.
1000.amplvolt
Reconnect onlyPLAN REVIEW SECTION
: -
-4 RES UNITS: SVCIFDP-225 A. >600 V NOMINAL: CLS AREA/SPC OCC
ELECTRICAL•RESTRICTED ENERGY
A.SF RESIDENTIAL B.COMMERCIAL
AUDIO 8 STEREO: VACUUM SYSTEM. x AUDIO 8 STEREO: FIRE ALARM. INTERCOM/PAGING: OUTDOOR LNDSC LT,
BURGLAR ALARM: X OTH: BOILER: HVAC. LANDSCAPEIIRRIG: PROTECTIVE SIGNL+
GARAGE OPENER: CLOCK: INSTRUMENTATION MEDICAL: OTHR:
HVAC: DATArTELE COMM: NURSE CALLS: TOTAL 0 SYSTEMS.
Owner: Contractor: TOTAL FEES: $ 6,334.39
CHRISTINA L LOUIE OWNER This permitis subject to the regulations contained in the
ba628 LOUIE COURT Tigard Municipal Code, State of OR Specialty Codes and
ST HELENS, OR 97051 t all other applicable laws All work will be done in
accordance with approved plans This permit will expire if
work is not started within 180 days of issuance,or it the
work is suspended for more than 180 days ATTEN BION
Phone: Phone C`] Oregon law requires you to follow rules adopted by the
Rep r
O Oregon Utility Notification Center Those rules are set
forth in OAR 952-001-0010 through 952-001-0080 YOU
may obtain copies of these rules or direct questions to
OUNC by calling(503)246-1987
REQUIRED INSPECTIONS
Erosion 844-8444 Post/Beam Mechanica N',--chanical Insp Shear Wall Insp Rain drain Insp Plumb Final
Grading Inspection Underfloor insulation Plumb Top Out Low Voltage Water Line Insp Final inspection
Footing Insp Crawl Drain/Backwater Electrical Service Gas Line Insp Appr/Sdwlk Insp Budding Final
Foundation Insp Footing/Foundation Dr, Electrical Rough In Gas Fireplace Electrical Final
Post/Beap-slydctural PLM/Underfloor Framing Insp Insulation Insp Mechanical Finai
I f
Issued y : 1L. ' Permittee Signature
Call(503) 6394175 by 7:00 p.m. for an inspection needed the next business day
CITYOF TIGARD SEWER CONNECTION PERMIT
PERMIT#: S 14/00 00169
DEVELOPMENT SERVICES
DATE ISSUED: 7/14/00
13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S104BC-05400
SITE ADDRESS; 12950 SW ASCENSION DR ZONING: R-7
SUBDIVISION: HILLSHIRE WOODS JURISDICTION: TIG
BLOCK: LOT: 065
TENANT NAME:
FIXTURE UNITS:
USA NO:
Cl-ASS OF WORK: NEW DWELLING UNITS: 1
NO. OF B
TYPE OF USE: SFBUILDINGS: 1
INSTALL TYPE: LTPSWR IMPERV SURFACE:
Remarks:
Owner: — — FEES
CHRISTINA I- LOUIE Type By Date Amount Receipt
5819328 LOUIE COURT
S f HELENS, OR 97051 PRMT DEB 7/14/00 $2,300.00 0003711
INSP DEB 7114/00 $35 00 0003711
Phone: 503-397-0728 Total $2,335.00
Contractor:
Phone:
Reg #:
Required Inspections
Sewer Inspection
1 his 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 measurement given, the installer
shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a"Tap and
Side Sewer" Permit and the Agency will install a lateral ATTENTION Oregon law requires you to follow rules adopted
by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080
You rT7 obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987
IssuedWy: j !___ Permittee Signature:
.� ���
Call (503) 639-4175 by 7:00 P M. for an inspection needed the next business day
CITY OF TIGARD Residential Building Permit Application
Plan Che ,* �
13125 SW HALL BLVD. New Construction Recd ey
Date Recd 'Gil'G'b
TIGARD, OR 97223 Single Family Detached Date to P E. &- ) '7-Gti
V 503-639-4171 Date to DST G a`1- &')
F 503-684-7297 Permit#/i , 0 0`j
Print or Type Called
Incomplete or illegible applications will not be accepted �wR Awa-ou/Gy
Name of Project - / Name —�
Job
l Architect Mailing Address
Address Site Address
i __------ _ I i. ", r ` City/State ZIP Phone So
Name I z y- • '
I- L, e Name
Owner
Mailing Address
.: ,�, •' L'�s� F., � � � •, .I ,
t, Eng ineer Mailing Address
City/State ZIP Phone / - f bl r
_ L t I i 3'I r1 ___ City/State Zip Phone o
General Nartie c,v iv e y Sr t,t 0a.,c O `
Contractor I y { , /u rA L L o U r C. Describe work New• Addition O Alteration O Repair O
MailingAd- dress' to be done _
Prior to permit 2 El Lo e4 1 •_. G t. Additional Description of Work:
issuance,a copy City/State Zip Phoneof all licenses _
are required if Oregon Const Cont Board Exp Date PROJECT
expired in COT Lic# VALUATION $ y 6' 2,3
database --
Mechanical Name NEW CONSTRUCTION ONL�c lr -�j"T
Sub-
Contractor Mailing Address Sq.. Ftp House: Sq. Ft. Garage
Prior to permit Indicate the restricted energy installation by the electrical
_
issuance a copy City/State Zip Phone - subcontractor in the following areas
of all licenses Restricted Audio/Stereo
are required if Oregon Const Cont Board Exp Date Eneryy S stem__Y /C Alarms
expired in COT Lic* Installations Vacuum Irrigation
database _ System System _
Plumbing Name r (check all that Other:
Sub- - r , ,1, 1. l. 0ur � apply) -7k
_
Contractor Mailing Address Number of Units in Building Unit Number Designation
_ c r Has the Subdivision Plat recorded? N/A I YES NO
Prior to permit City/Stale Zip Phone ,U '
issuance,a copy :. 7 ) . C7
"1 ! �'of all licenses are Oregon Const Cont Board Exp.Date
required if Lic#
expired in COT -
database Plumbing Lic # Exp Date I hearby acknowledge that I have read this application,that the
information given is correct,that I am the owner or authorized agent
of the owner, and that plans submitted are in compliance with
Name - Oregon State laws.
Electrical S n ture of Owner/Age t Date
JHa. L L �cJ
Sub- Mailing Address 1c�a�—�_. 0. / -OV
Contact Person Name - Phone# ',,'3
Contractor L g ra ; 44- Cr s L 1. _
City/State Zip Phone
Prior to permit
issuance,a copy tf Irtr; / t FOR OFFICE USE ONLY: _
of all licenses are Oregon Const.Cont.Board Exp. Date Plat#:
required if Lic#
expired in COT
database Electrical Lic # Exp Date �Elbac Zone. 27 P/ —
Electrical Supervisor Lic # Exp Date Engineering Approval Planning Approval: TIF:
i ldstslforms\sfd-new doc 11/20198
SEE 35MM
ROLL# 22
FOR
LARGE
DOC UMENT
CITY OF TIGARD
OREGON
INTENT TO HAUL EXCAVATION
(LOTS STEEPER THAN 20%)
(print name), hereby certify that ALL excavation
materia) on the subject property will be removed from the site and not be placed as fill,
except for that amount necessary to back-fill the foundatior ONLY. I understand
that failure to remove the excavation material will result in the requirement to remove
the material or obtain a grading permit by submitting grading plans prepared by a
licensed engineer accompanied by a geo-technical report regarding the placement of
the excavation material as fill.
I further understand that my footing inspection will be denied if that inspection
reveals that excavated material has not been hauled, and that work will be
stopped and no further inspections conducted until the City has received and
approved a plan and report from a geo-technical engineer regarding placement of
the fill material.
�gjnature Dite
Permit 7 2 0M – Q 0�0 q
Job Address: 12950 S w &t1 S t e j S
Subdivision: i < I I S k ,'r� E 60Lot: 6 S
I haul doc(DST)7/98
13125 SW Hall Blvd„ Tigard, OR 97223(503)639-4171 TDD (503) 684-2772 – — _
Y '
Wednesday, October 10, 2001 CITY OF 71GARD
Christina & Jacque Louie, and OREGON
Richard Louie
Louie Family Enterprises, LLC, DBA Richard J. Louie Construction
58628 Louie Ct.
St. Helen's OR 97051
RE Construction at 12950 SW Ascension Dr., Tigard, MST2000-00209.
Our records identify you as the owner and contractor, respectively, of the above property and
the house under construction there. If your relationship to the property has changed in any
way, please let the know as soon as possible.
This letter constitutes notice that the second floor deck being constructed on the North side at
the subject property appears to be in violation of Tigard Municipal Code 18.510.050 which
specifies setback requirements and directs you to Stop Work on that deck. The deck appears to
intrude into the required five (5) foot setback from the side property line contrary to the
approved construction plans. Fortunately the deck is only roughly framed at this time and any
intrusion can still be readily corrected. This notifies you that at the framing inspection we will
require that the proper setback be verified. Pleasf; do not continue work on the deck surface or
guardrails until this is done.
We have said "appears" to intrude because, on our inspection of the site, we were unable to
locate the corner survey pins and verify the actual property line. A string has been placed in
what may be the approximate position of the property line but the accuracy of its placement
can not be ascertained without affirmatively locating the survey pins or similar markers.
Prior to calling for a framing inspection please do the following:
1. Locate and expose the surveyor's corner pins or have a licensed surveyor or engineer
determine and mark the position of the actual property line;
2. String or otherwise mark the line so that its position is clearly visible to our inspector,
particularly immediately adjacent to the subject deck;
3. Drop a plumb line from the leading edge of the deck to demonstrate that it falls clear of the
five foot setback.
Thank you for your cooperation. W .look forward to hearing from you about scheduling a
framing inspection. If h•ve questions, please call me.
Albert Shields
Codes Enforcement Officer, Building Division
13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772
CITY OF TIGARD 24-Hour
BUILDING Inspection Line. (503)639-4175 MST :2 d�
INSPECTION DIVISION Business Line: (503)639-4171
BUP
Received __ Date Requested___ _ AM__ ___._. PM_ _ BUP _-
Location Suite__- MEC
Contact Person �p ,L Ph(---) 3 `1 7c �j PLM
6ontractor -__- -_ -_ - - - Ph (__-__) -- _ SWR
BUILDING Tenant/Owner -- _ __-_ ELC
Footinq� -----------
Foundation ELC
Access:
Ftq Drain ELR
Crawl Drain -
Slab Inspection Notes: SIT --__-___-
Post& Beam - --- ------ ----
Shear Anchors
Ext Sheath/Shear
Int Sheath/Shear
Framing -.-- ----- ---
Insulation ---
Drywall Nailing -- —-% -t - -- -----
Firewall
Fire Sprinkler -- ` 4' -- - ---- -
Fire Alarm
Susp'd Ceiling
Roof
Other:
Final
PASS PART FAIL - -�
PLUMF11NG
Post&Beam
Under Slab --------- --- ---------- -
Rough-In
Water Service
Sanitary Sewer
Rain Drains --- --- - --- --- - -
Catch Basin/Manhole
Storm Drain -- -- ------ - - -- --�- _.
Shower Pan
Other: - ---
�_
PART FAIL -_-
AL -----
Post&Beam
Rough-In - -- -
Gas Line
Smo,e Dampers --- - -
PART FAILLEtECTRICAL
Service -------- ----____.- _-.
Rough-In
UG/Slab
Low Voltage
Fire Alarm
Final Relnspect'ion fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd.
PASS PART FAIL
SITE - Please call for reinspection RE: ---_ _ _______ Unable to inspect-no access
Fire Supply Line
ADA
Approach/Sidewalk Dato J, _ Inspector � Ext
Othar
Final LSO NOT REMOVE this Inspection record from the job site.
PASS PART FAIL
CITY OF TIGARD 24-Hour
BUILDING Inspection Line: (503)639-4175
INSPECTION DIVISION Business Line: (503) 639-4171 MST
BLIP _
Received -.-Date Requested_ AM PM _ BLIP
Location _ =— > S G s vQ—��'yl - Suite L MEC
Contact Person Ph(_ -) ___3_� _G 72D PI_M
Contractor _ Ph(___-- ) _----- SWR --_-- ---- - --
BUILDING Tenant/Owner ____- __-_ ----___
FLC
Footing ELC
Foundation AccPes: 1A ✓✓1 ,j �'1ti:S t'L�`tier-F
Ftg Drain ELR
Crawl Drain -�
Slab Inspection Notes: SIT
Post&Beam
Shear Anchors - -�- - -
Ext Sheath/Shear
Int Sheath/Shear
Framing --
Insulation
Drywall Nailing - - —. -- -- -- -- -
Firewall '
Fire Sprinkler --- - -_ 1� - �-
Fire Alarm %
SusP'd Ceiling " T- ~-I
Roof
Final
PASS PART FAIL --
PLUMBING _ __. _ -._-_.....-_-_-
Post& Beam
Under Slab — ------- -- - - _ ------
Rough-In
Water Service - - -- - --- —
Sanitary Sewer
Rain Drains -- -- --- - -- - - ----------
Catch Basin/Manhole
Storm Drain ---
Shower Pan
Other: -------
Final
---- - ----- --Final
_PASS_PART FAIL - - - ------- - -- ----- - _._ �_
MECHANICAL
Post&Beam —
Rough-In -
Gas Line
Smoke Dampers -- - - -- ------ - -
Final
PASS PART FAIL
ELECTRICAL
Service
Rough-In
UG/Slab
Low Voltage
Fire Alarm - ---- - -- --- ---- --
S PART ❑ Reinspection fee of$_____-____ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd.
$ ❑ Please call for reinspection RE: --_..._.__.__._ -__ ____—___ Unable to inspect- no access
Fire Supply Line
ADA / , /}
Approach/Sidewalk Datezpl_ �� t1 Inspector___ 1 �� ���` Ext ---_ -
Other: -
Final DO NOT REMOVE this Inspection record from the job site.
PASS PART FAIL
CITY OF TIG/ARD 24-Hour
BUILDING Inspection Line: (50")639-4175 MST
INSPECTION DIVISION Business Line: (503) 639-4171
BUP —
Received _ Qate Re ested__- _ L AM - - _-..__ PM ___ __ BUP —
Location � ZS -d�-�"J Suite_ —_--____ MEC
Contact Person —._ � Ph(—) s.�L�------ -- PLM -
on --
C
Ph ------ SWR— ---- ( )
Tenant/Owner ELC - ... _--
Fooling -- ELC
Foundation Access:
Ftg Drain ELR
Crawl Drain
Slab Inspection Notes: SIT
Post&Beam
Shear Anchors —
Ex!Sheath!Ghear —
'ot Sheath/Shear
I Framing - —
Insulation rf
-
Drywall Nailing
Firewall c
Fire Sprinkler
Fire Alarm
Susp'd Ceiling — -- - -- -- - ----
Roof
Othe
& ART FAIL _
ING ! ' �9 �fy✓ may_
Post&Beam
Under Slab - - ------ --
Rough-In
Water Service - - — --
Sanitary Sewer
Rain Drains - _ - ----- - -
Catch Basin J Manhole
Storm Drain --— — - -
Shower Pan _
Other. - ---- -- —
Final -- -- — —
PASS PART FAIL
MECHANICAL_ –
Post& Beam
Rough-In -- -- ------ - --
Ga: Line
Smoke Dampers -- - -- -- —
Final
PASS PART FAIL - ---- -- ----- --
EL T CAL e_-
ji (Aaa
--- — _ ..--- — - -
e
PART FAIL U Reinspection fee of$__ required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd.
F] Please call for reinspection RE: [] Unable to inspect-no access
Fire Supply Line
AD740
A
Approach/Sidewalk Date�1"I 1 0 Inspeeter —Ext -
Other:
Final DO NOT REMOVE this Inspection record from the job.alto.
PASS PART FAIL
1
BOLTON ENGINEERING FILE
14875 S.W. Peachtree Dr. • Tigard,Oregon 97224 • (503) 590-1533 COPY
May 18 , 2001
City of Tigard Building Dept .
13125 SW Hall Blvd .
Tigard, OR 97223
Attention: Rich Bolen
Inspector II
RE: Northside Deck Footings on Home
at 12950 Ascension Drive
MST ?000 - 00209
It was requested that the cement footings that were recently poured
to support the footing bracket and column under the northside deck
of this :.structure be reviewed by a professional engineer to
determine if it sized to transfer the loads to the cement blocks
and to the 2 feet by 2 feet footings of the under structure.
Inspections were conducted at the site and the construction of the
footings was reviewed with the contractor .
The following factors are noted:
1 . 2 ' x 2 ' x 1/2 ' deep footings with #4 steel bars and bolt
were connected into the 6 inch round cement piling in the area
of each column of the deck .
1 . Cement footings were poured at the base of each wood column
from they deck on the top of the cement wall blocks . cement
was poured in the wall block to transfer a portion of the load
to the 2 ' x 2 ' footings .
3 . The Lwo center columns have the heaviest loads (dead load (10
pounds per square foot (psf) ) and live load ( 60 psf ) ) .
My review indicates that the bearing load of the cement footings at
the ground surface would be less than 1000 psf which is below the
acceptable limit of 1500 psf . The distribution of the load via the
cement blocks and the poured cement to the 2 ' x 2 ' footings would
still be below the acceptable limit of 1500 psf . The existing
cement piling would add to the lateral stability of the loadings at
the base of the columns .
The work as performed would transfer the loads and be within
acceptable standards for the foundation's bearing capacity.
Sincerely,
BOLTON ENGINEERING, INC.
Fred M. Bolton, P. E.
Consulting Engineer
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