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2x6 K-3race C See Note)
\ LIABILITY N
The City of Tigard and its
74- employees shall not be
f 1eJxr ( 5ee Note) responsible for discrepancies
which may appear herein.
i
Lateral Loa, t attached N 5. •" 3
I with i6 x 4" p55 1 . Ledger to be attached with C 2) 5/ 16 x 4" IS5 tope laq screws cl
1 tope laq screwsle
C IC130 �p-5883) 16'' orc, and ( 4) 12r) galvanized box nai,_ , U ` a0 cy)
2x1016'' O.C. 2�1 ° c � O
0 i'ressure treated 2. Al framnq� material tc be pre55ure-treated. N
floor points r AI Jeck ing to be r-,,/ 4 x6 Comp, materiA rtM
4, "K" brace to be 2 x 6 Pf, installed with ( 2) 16 x -" p55
tope laq Screws C 100 #gyp=5883)
f 262 9x10 PT, beam i G2 i � 5. Al wood post, to be 4 x 6 Pf, attached to veam5 with two AC4/ 6
L_�__J L----J L____J 2
brackets,
6 post to concrete connecteJ with CCT 66 H.
1, Joists to be attached with 1-U210 or LU26 hangers and reco galy
22' -6" nails
10, 8 �V' Guardrail to be in5talleJ when deck 15 over �0" above grade,
New Upper neck
�oo`�Inq Schedule CITY 4F TIGARD g
Approved .................................
A - 18" x 18" x 18" Concrete footings with CBF,44 Corr�ctar Appro
C - 24" x 24" x 18'' Concrete fo°ting5 with CIt 66 Camecta- conditionally Approved ...........
: ...........
For Only the work s desCri ed in: _
C - 24'' x 241 ' x 18" Concrete footings, with 0.44 (, mector PERMIT NU. ! & &2u,
see Letter to: Follow
Column Schedules: Attach. ..� _ -
Joh Address.. ---------
( ).
1 — 40 p r, Column y ---- Dare
2 = 4x6 Rf, Cdumn
3 - 6x6 P.T. Cdumn
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10436 SW Bonanza WY
BUILDING PERMIT
CITY OF T I GA R D
PERMIT#: BUP2002-00159
DEVELOPMENT SERVICES DATE ISSUED: 5/15/02
20 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S114BC-04100
SITE ADDRESS: 10436 SW BONANZA WY
SUBDIVISION: RIVERVIEW ESTATES NO. 2 ZONING: R-7
BLOCK: LOT: 078 JURISDICTION: TIG
REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION
CLASS OF WORK: OTR FIRST: sf N: S: E: W:
TYPE OF USE: SF SECOND: sf PROJECT OPENINGS?
TYPE OF CONST: 5N sf N: S: E: W:
OCCUPANCY GRP: R3 TOTAL AREA: 0.00 Sf ROOF CONST: FIRE RET?
OCCUPANCY LOAD: BASEMENT: st AREA SEP. RATED:
STOR: HT: ft GARAGE: sf OCCU SEP. RATED:
BSMT?: MEZZ?: REQD SETBACKS REQUIRED
FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET:
DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC:
BEDRMS: BATHS: IMP SURFACE: PRO CORR: —ARKING:
VALUE: $ 4,075.00
Remarks: Installation of upper story deck over lower level deck. 250 sq ft
Owner: Contractor:
STOTt ER, THOMAS W i BETTY A DECKING NORTHWEST INC
10436 SW BONANZA WAY 22 INDEPENDNC:E AVE
TIGARD, OR 97224 LAKE OSWEGO, OR 97035-1401
Phone: 503-245-3979 Phone: 503--697 9288
Rog#: LIC 44911
_ FEES REQUIRED INSPECTIONS
Type By Date Amount Receipt Footing Insp
PRMT CTR 5/2/02 $81.70 27200200000 Framing Insp
Final Inspection
5PCT CTR 5/2/02 $6.54 27200200000
PLCK CTR 5!2/02. $53.10 27200200000
PRM2 CTR 5/15/02 $9.60 27200200000
(additional fees not listed here)
Total $177.95
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes
and all other applicable law. All work will be done in accordance with approved plans. This perrnit will expire if work is
riot started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law
requires you to follow the rules adopted by tie Oregon Utility Notification Center. Those rules are set forth in OAR
952-001-0010 through OAR 952-001-1987. You may obtain a copy of these rules or direct questions to OUNC by
calling (503)246-6699 or 1-800-332-2344.
Pe rm Ittee h /�7
Signatur lG V ` G
Issue By 1 42
Call 639=4175 by 7 p.m. for an Inspection the next business day
r" 6 -
Building Permit Application
f f Datereceived: ' Permit no.:
City of Tigard C1 t�,r)
Address: 13125 SW Hall Blvd: Project/appl.no.: date:
CiryofTigard Phone: (503) 639-4171 Date issued: y Receipt no.:
Fax: (503) 598-1960 Case file no.: yntcni type:
Land use approval. _ Gll Y UP iwA-D 1&2 family:Simple Complex:
_M_ _I
O 1 &2 family dwelling or accessory U Commercial/industrial 0 Multi-family U New construction U Demolition
pl Addition/alteration/replacement U Tenant improvement U Fire sprinkler/alarm U Other: _
Jobaddress: 1041(oSW P1o%Z _ Bldg.no.: Suiteno.: _
Lot: I Block: _ Subdivision: Tax map/tax lot/account no.:
Project name: o d .e R
Description and location of work on premises/special conditions:- l 6,1 S k i( .6 (404-1 4cr- lC o—r(Floodplain,septic capicilly,tiolar,etc.)
CHECKLIST
011i IN I It FOR SPUCIAL INI-ORNIA]ION, I St.
Name: 5 v (¢ tZ
Mailing address: 10`43 (e I°v A0ft ti I &2 family dwelling: ,a,
City: "]- State: vW� I ZIP: ? 7 Valuation of work............ ............ $ '
Phone:U ZU--4tv I l Fax: E-mail: No.of bedrooms/baths ................................ --
Owner's representative: Total number of 11rK)rs.................................
Phone: Fax: IF-mad New dwelling are;.(sq.ft.) ..........................
Garage/carport area(sq. ft.)......................... —
Name: 01.,,/,, �`�• .y Covered porch area(sq.ft.) ......................... _
Mallin address: Deck area(sq.ft.) ............................ ...........
Mailing Z.? J-n�,< t s t C_ Other structure area(sq. ft.)........................
City: L, k State: c-'C I ZIP: q 7 03
Phone: z Fax. E-mail: Commerclal/induatrialfmultl-family:
Valuation of work............................ .......... $
Existing bldg,area(sq.ft.) ...... .............
Business name: �,Ic ,'n 4o:&&L-e11 Ina
_._ Gt'� New bldg.area(sq.ft.)
Address:
Citya►M1 State: UK ZIP: 7u;�� Number of stories.............. .. ...........
Phone: rax: E-mail: Type of construction............................... ..
CCB no.: 'f�( � /J Occupancy group(s): Existing:' '
New:
City/metro lic.no.: S S y i Notice:All contractors and subcontractors are required to Ix-
licensed
with the Oregon Construction Contractors Board under
Nanta: provisions of ORS 701 and may be required to he licensed in the
Address:— jurisdiction where work is being performed. If the applicant is
City: State: ZIP: exempt from licensing,the following reason applies:
Contact person: Plan no.:
Phone: TFIX. E-mail: —V -- —
Name: Contact person: Fees due upon application ........................... $
Address: Date received:
City: State: ZIP: Amount received ......................................... $ --
Phone: Fax: I E-mail: Pleas: refer to fee schedule.
I hereby certify 1 have read and examined this application and the Not all judidledonr accept rntfi,earth.pteare call judidicdon rot mom iaronnadon.
attached checklist.All provisions of laws and ordinances governing this O Visa U MasterCard
work will be complied vytio,whether s ifted herein or not. ensu t.te number ___ /
S f O�/ Ezpimr
Authorized 9i ure: k"`L�• �"L_ Date: . Name or c.nn,oten a shown on cmdfr card —
Print name: Ql NAr —---Cr�i stp ow $
Amount
Notice:This permit application expires ifs permit is not obtained within 11f0 days after it has been accepted as complete. 440-4613(&MCOM)
One-and Two-Family Dwelling
Building Permit Application Checklist Reference no.:
Associated permits:
City of Tigard City of Tigard U Electrical U Plumbing U Mechanical
Address: 13125 SW Hall Blvd,Tigard,OR 97223 UOther:
Phone: (503) 639-4171
Fax: (503)595 1960
RFQUIRtAb FOR PLAN REVIEW VeS
I Land use actions comt,ieted.See jurisdiction criteria for concurrent reviews.
2 'Zoning.flood plain,sular balance points,seismic soils designation,historic district,etc.
3 Verification of approved plot/lot.
4 Fire district approval required.
5 Septic system permit or authorization for remodel.Existing system capacity ✓
6 Sewer permit. -- -- - — _-
7 Water district approval.
8 Soils report. Must cant'original applicable stamp and signature on file or with application.
9 Erosion control U plan U permit required.Include drainage-way protection,silt fence design and location of
catch-basin protection,etc.
10 3 Complete sets of legible plans.Must be drawn to scale,showing conformance to applicable local and state
building codes.Lateral design details and connections must he incorporated into the plans or on a separate full-size
sheet attached to the plans with cross references between plan location and details.Plan review cannot be completed
if copyright vie;ations exist.
I 1 Ske/plot plan drawn to scale.The plan must show lot and building setback dimensions;property comer elevations(if
there is more than a 4-11.elevation differential,plan must show contour lines at 24 intervals),location of easements and
driveway;footprint of structure(including decks);location of wellVseptic systems;utility locations;direction indicator,lot
arra;building coverage area,percentage of coverage;impervious area;existing structures on site;and surface drainage.
12 Foundation plan.Show dimensions,anchor bolts,any hold-downs and reinforcing pads,connection details,vent
size and location.
13 Floor plans.Show all dimensiosts,room identification,window size,location of smoke detectors,water heater,
furnace,ventilation fans,plumf ing fixtures,balconies and decks 30 inches above grade,etc.
14 Cross section(s)and details.Show all framing-member sizes and spacing such as floor beams,headers,joists,sub-floor,
wall construction,roof construction.More than one cross section may be required to clearly portray construction.Show ✓
details of all wall and roof sheathing,roofing,roof slope,ceiling height,siding material,footings and foundation,stairs,
fireplace construction, thermal insulation,etc.
15 Elevation views.Provide elevations for new construction;minimum of two elevations for addition,and remodels.
Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope. w,
Full-size sheet addendums showing foundation elevations with cross references are acceptable. _
16 Wall bracing(prescriptive path)and/or lateral analysis plans.Must indicate details and locations;for
nun-prescriptive path analysis provide specifications and calculations to engineering standards.
17 Floor/root framing.Provide plans for all floors/roof assemblies,indicating member sizing,spacing,and hearing
locations.Show attic ventilation. _✓
18 Basement and retaining walls.Provide cross sections and details showing placement of rebar.For engineered
systems,sec item 22,"Engineer's calculations." _
19 Beam calculations.PmNide two sets of calculations using current code design values for all beams and multiple joists
over 10 feet long and/or any beam/joist carrying a non-uniform load.
20 Manufactured floor/roof truss design details.
21 Energy Code compliance.Identify the prescriptive path or provide calculations.A gas-piping schematic is required
for four or more appliances.
22 Engineer's calculations.When required or provided,(i.e.,shear wall riw)f truss)shall he ct:!-i d by an engineer or
architect licensed in
Or and shall he shown to he applicable to the projrrt under review. _TT1
�to 11 LN 11 to 111121,11 Im=
23 Five(5)site plans are required for Item I 1 above. Site plans must be 8-1/2" x I I"or I I' x 17".
24 Two(2)sets each are required for Items 16, 19,20&22 dove.
25 Building plans shall not contain red lines or tape-ons. "Mirrored"building plans will be not accepted. —
26 "Reversed"building plans must meet criteria outlined in the Permit&System Development Fees document.
27 "Drawn to scale"indicates standard architect or engineer scale. _-
28 Site plan to include tree size,type&location per approved project street tree plan(if applicable),and COT Street Tra:List.
Checklist must be completed before plan review start date. Minor changes or notes on submitted plans may be in blue or black ink.
Red ink is reserved for department use only. 440-4614(MCOM)
.:^Yailell��Yt'. i1iMr'iYi'NWYIuku+aratM:eacnWr<N;.Ws�..••.,... .. ,; ..._.., _. .,.....
SEE 35MM
ROLL #2 0
FOR
OVERSIZE.,D
DOCUMENT
I
CITY OF TIGARD 24-Hour
BUILDING Inspection Line: (503)539-4175
INSPECTION DIVISION Busing, ss Line: (503)639-4171 MST --
BUP
Received _ n.te Requg-sted— AM — PM BUP
I-ocation -� _ Suite MEC
Contact Person —_ Ph(�_—) _ PLM
Contractor�__— — Ph( ) SWR
BUILDING Tenant/Owner . — ELC
Footing ELC
Foundo tion Access: --------
Ftg Drain ELR
Crawl Drain
Slab Inspection Notes- SIT
Post&Beam -
Shear Anchors �/ �� - -----
Ext Shealh/Shear
Int Sheat!✓Shear - ------ --
;ion (/
Drywall Nailing ._-_--
Fi rewal l
Fire Sprinkler
Fire Alarm
Susp'd Ceiling 77
_-
Roof
Other,
PART FAIL -/ -- -- ------ - - --
PIN BING
-Post 8.Beam _-_ --- --- -------- ----__
Under Slab
Rough-In - -
Water Service
Sanitary Sewer ---------'�-v_
Rain Drains ------- - _-- ___. ---_-----_--
Catch Basin/Manhole
Storm Drain --- - - - - ---- -- ---
Shower Pan
Other: ---- - ---- - — --
Final
PASS PART FAIL_ - - _- -- -- - -------
41ECHANICAL
F'ost$ Beam -----�-
Rough-In -- - - - -- - - -- - ---
�;as Line
Smoke Dampers _--
Final
PASS PART FAIL _- - -- --- - ----- - - - - --
ELECTRICAL
Service ---- ----.---_.---- ------ ---- -_-- - --..__
Rough-In
UG/Slab - -----_.,------------
Low Voltage
Fire Alarm -------- -------------- ----
F"inal � Reinspection fee of$__ _required before next inspection. Pay at City Hall, 13125 SW Hall Blvd.
PASS PART FAIL
SITE _ __ I Please call for reinspection RE:� - , Unable to inspect-no access
Fire Supply Line
ADA
Approach/Sidewalk Date - pectgr Ext --- _ -
Other:_
Final DO NOT REMOVE this Inspectlon record from the job site.
PASS PART FAIL
N01�5
"
1 , Ledger to be attached with C 2) 5/ 6 x q'' tope l aq screws "
C I00 #gyp-5883) 16'' ac. and C 4) 12P galvanized box nails
24"o,c,
2. Al framinq material to be pressure-treated,
Al decking to be 5/ 4 x6 Comp, material,
"K" brace to be 2 x 6 PT, installed with ( 2) 5/ 16 x 4" p55
FKAingHOUSe tup e laq screws ( ITO
Hand it See Detail 5. All wood posts to be 4 x 6 PT, attached to beams with two AC4/ 6 v
X brackets i
6, post to concrete connected with CGt 66 U;n, Cb
� � c
' Ledger board 2x necking �>h" �/jin
I, Joi56 to be attached with LU21 C cr L U28 hangers and feco galy O O
nails, � CO) w
r/
Guardrail to be installed when Je k i CD c
c s over 30 above q-ade� o cm
i L20 Joist Haw
2x10 FT Joist 16" O.C. \\
8'
! \-- 4x 10 RT, Beam
l.xi5t. 2x neckinq
� 50l id p,T, Post 2
(See Column Footing 5ckc,cUe
5chedulc) from beam A = 18" x 18" x 18" Concrete Footings with Of,44 Comectar
to food _ �� �� ��
exist 2x10 p.r. .bA '� I3 — 2� x 2� x 18 Concrete footings with C3c66 CoreaT
I" O.C. !aq thru Existing C cam ` C - 24" x 24'' x 18'' Concrete footings w►th CCf 424, Cactor �
into new R r, Column I to
Camdor
Concrete Gc iAriq Varies
5cc Footiq dvcUc) Column 5chedul e
1 — 40 FIT. Column
-- 2 - 4x6 RT, Column
bxb p,r, Column
CC�66 Connector
5ectlon
5cal e. Not to 5cAe r
wry.._ _ ....... .._._.. � at•n
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