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12425 c°i. L,-rylus Court
CITY o F 1 I G/�R D BUILDING PERMIT
PERMIT#: BUP2001-00325
DEVELOPMENT SERVICES DATE ISSUED: 9/20/01
13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S1101313-01900
SITE ADDRESS: 124251 SW CORYLUS CT
SUBDIVISION: AMES ORCHARD ZONING: R-1
BLOCK: LOT: 006 JURISDICTION: TIG
REISSUE, FLOOR AREAS EXTERIOR WALL CONSTRUCTION
CLASS OF WORK: FIRST: sf N: S: E: W:
TYPE OF USE: SECOND: sf PROJECT OPENINGS?
TYPE OF CONST: sf N: S: E: W:
OCCUPANCY GRP: TOTAL AREA: 0.00 sf ROOF CONST: FIRE RET?
OCCUPANCY LOAD: BASEMEN r: sf AREA SEP. RATED:
STOR: HT: ft GARAGE: sf OCCU SEP ATED:
BSMT?: MEZZ?: REQD SETBACKS REQUIRED
FLOOR LOAD: psf LETT: ft RGHT: ft FIR SPKL: SMOK DET:
DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC:
BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING:
VALUE: $ 5,997.60
Remarks: Placing Tuff Shed in back yard.
Owner: Contractor:
MINTNER, THOMAS E AND SANDRA T TUFF SHED STORAGE
12425 CORYLUS CT 6500 NE HALSEY ST
TIGARD, OR 97224 AppRR [[11��((��FFtt 77��11
Phone: 503-590-7636 PPhone N503 2a8988-.i33
Reg #: LIC 105914
FEES REQUIRED INSPECTIONS
Type By Date Amount Receipt Footing Insp
PLCK CTR 9/1'1/01 $46.87 2.7200100000 Foundation Insp
Framing Insp
PRMT CTR 9/20/01 $100.90 27200100000 Rain Drain Insp
5PCT CTR 9/20/01 $8.07 27200100000 Final Inspection
PLC2 CTR 9/20/01 $18.72 27200100000
(additional tees not listed here)
Total $214.56
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 permit will expire if work is
not started within 160 days of issuance, or if work 1s suspended for more than 180 days. ATTENTICN: Oregon law
requires you t) follow the rules adopted by the Oregon l-ftility 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.
Permittee
Slgnature:
Issued By:
Call 639-4175 by 7 p.m. for an inspection the next business day
. .v
Building Permit Ap 'cation
City of Tigard -1 Datereceived: / Permit no.:(TI,
Address: 13125 SW Hall Blvd,Ti ard;�7223 I'rolectJappl no.: Expire date:
CrrV n(Tigard $ _
Phone: (503) 639-4171 Date issued: Hy: Iteccipt nu.: •.
Fax: (503) X98-1960 Case file no.: Payment type: i O
Land use approval: — - 1&2 family:Simple ta,mplcx:
U I &2 family dwelling or accessory U Commercial/indusuml U Multi-family U New construction U Demolition
U Addition/altcration/replacement U'Tenant improvement J Fire sprinkler/alarm (Other: Xi2XD -Sh+E J?
Joh address: l 24Z:5 ;�i l' COKV� v� <.?" Bldg.no.: Suite no.:
Lot: Block: Subdivision: rr,eS
aA —� _-- Tax map/tax lot/account no.:
Project name: -
- --- —L_—_ 3 L)1
Description and location of work on premises/special conditons:._-)uC l� l/Qcl r-i�
Name: 5P3NJ7(ZH 4- 'Tftan^FiS /N(m-ro jE,E
Mailing addrt-,: l ZyZ5 <r,J C,,,(ZyL_cjs C - 1 & 2 fanrHy dwelling:
I CityV 14, N V Sate:0(Z ZIP: "1-72Z y Valuation of work........` ./..,���............. $ I
I Phone:5u.3 -4f'1-- t FaFax: E-mail:5�rn,ntO No.of bedrooms/baths................................. ll,rN
Owner's representative: :'fgAI xf%)obvJ,nt1- 'Total number of floors................................. -- -
III Phone: 11131I Fax: fi mail: New dwelling area(so.ft.) _
Carage/carport area(sq.ft.) ........................ --
Name:
2p r,-i T70Z 0 M i rr 1 AJ E OC Covered porch area(sq.ft.) .........................
Mailing address , Deck area(sq. ft.) ....... ,
City: -- _ State: ZIP: W - Other structure area(sq. ft.)�!�!'�i..�4!(' .,, 25 Z [!$L
Phone: Fax: E-mail: - _. ('ommercial/Industrial/multi-family:
Valuation of work........................................ $
hey_ e, Marry f)� Ffor� TL)FF -I}E.17 Existing bldg.area(sq. ft.) ..........................
Business name: hN�� .r —�_,'
Address: ciao_ L� y New bldg.area(sq. ft.) ................................
I
City: { 77 18 Number of stories........................................
1 Y Qc'2"C�f���t7 State:C>2 ZIP: � --
Phone �3.7�8 IUFF Fax: E-mail: - Type of construction....................................
CCB no.: 101 — Occupancy group(s): Existing:
---_--_ �. — -- --
City/metro lic.no.: New: —
Notice:All contractors and subcontractors are requitt:d to he
r licensed with the Oregon Construction Contractors Board under
Name: -` — provisions of ORS 701 and may be required to be licensed in the
Address: --_ — jurisdiction where work is being performed. If the applicant is
City: State: Zlp: exempt from licensing,the followink mason applies:
Contact person: -- Plan no.: - -- -- ---.---- --
Phone: I Fax: E-mail: - —
Name: Contact person: Fees due upon application ........................... $
Address: Date received:
City: -- _ State: ZIP: Amount received ........... $ __ _
..................
Phone: Fax: — E-mail: Please refer to fee schedule
1 hereby certify I have read and examined this application and the Not all Jurisdictions accept credit cards.please call jurisdiction for more mfonnaimn
attached checklist. All provisions of laws and ordinances governing this U visa U MasterCard
work will he complied w)h.wheUtckspe ifled herein or not. credit card number.
,/ , __ ��—�-- - Expires
Authorized signature _—'_^_'d'�,/ it fy►�>+t 1/ Date: 9/ Name ar cardholder as shown nn crrAit card
Print name:_:�007WA M I TNF, s
_ - Cardholder ai tt Air
Notice:This permit application expires if permit is riot obtained within 180 days after it has bKn accepted es complete. 4404613 t60oaCOM1
I
One-and'I'wo-Family Dwelling
Building Permit Application Checklist Reference no.:
City(of 1'igardCity' Of T1ga1'(] Associated permits:
Address: 13125 SW Ball Blvd.Tipard,OR 97223 U Electrical U f lambing U Mechanical
Phone: (503) 639-4171 U Other: _
Fax: (503) 598-1960
7FIreLand use actions completed.See jurisdiction criteria for concurrent reviews.
'boning.flood plain,solar balance points,seismic:,oils designation,historic district,etc.Verification of approved plal/lol. -district —approval required. —
5 Septic system permit or authorization for remodel. Existing system capacity _ -
6 Sewer permit. - --
7 Water district approval. - -
8Soils repoH.Must carry original applicable st imp 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 pians.Must be drawn to scale.showing conformance to applicable local and stele
building codes. Lateral design details and connections must be,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 he completed
if copyright violation-exist.
1 I S9ite/plot plan drawn to scale.The plan must show lot and building setback dimensions;property comer elevations(if
there is more than a 4-0.elevation differential,plan must show contour lines at 2-ft.intervals);location of easements and
driveway;footprint of structure(including decks);location of wells/septic systems;utility locations;direction indicator;lot
area;building coverage arca;percentage of coverage;impervious area;existing structures on site;and swface 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 dimensions,room identification,window size,location of smoke detectors,water heater,
_ furnace, ventilation fins,plumbing fixtures,balconies and decks 30 inches above grade,etc.
14 ('rose sections)and details.Show all framing-member sizes and spacing such as floor beams,headers,joists,sub-floor
wall const►vction,scot constmction. More than one cross section may be rcyuired to clearly portray construction.Show
details of all wall and rrx,f sheathing,rooting,Hoof slope,ceiling height,siding material,footings and foundation,stairs,
_ fireplace construction, Uennal insulat►on,etc.
15 Elevation views.Provirt�elevations for new construction; ninimum of two elevations for additions and remodels.
Exterior elevations must reflect the actual grade if the Chang in grade is greater than four foot at building envelope.
Full-size sheet addendums showing foundation elevations wits cross references are acceptable.
16 Wall bracing(prescriptive pa(h)and/or lateral analysis plan'a.Must indicate details and locations;for —
non- rescri tive path analysis provide specifications and calculations to engineering standards.
17 Floor/roof framing. Provide plans for all floors/mof assemblies,indicating member sizing,spacing,and
locations.Show attic ventilation. hearing
18 Basement and retraining wall%. Provide cross sections and details showing placement of rebar. For engineered
.systems,see Item 22,"Engineer's calculations."
19 Beam calculations.Provide two sets of calculations using current code design values for all beams and multiple joists
over 10 feel lung and/or any beam/joist carrying a non-uniform load.
20 Manufactured floor/roof truss design details.
2l Energy Code compliance. Identify the prescriptive path or provide calculations. A gas-piping schematic is required
for four or more appliances.
22 Engineer's calculationq. When required or provided,(i.e.,shear wall,roof truss)shall be stamped by an engineer or
architect licensed in Oregon and shall be shown to he applicable to the project under r,vied~
2. Five LU site plans are required for Ilene I I above. Site plans must be 8-1/2"x 1 I"or I I"x 17".
24 Two(2)sets each are required for Items 16, 19,20&22 above. - -
25 Building plans shall not contain red pines or tape-ons._26-.No rolled,reversed or mirrored building plans will he accepted. _
27 —
Checklist must be completed before plan review scan date Minor changes or notes on submitted plans may be in blue or black ink.
Iced ink is reserved for depanrnent use. onl)• 440-4610(6A)WOM)
CITY OF TIGARD Bi 'ILDING INSPECTION DIVISI("*Il
24-Hour Inspection Line: b_.,-4175 Business Line: 639-.,71 M)
Date Requested /< til AM PM BLD
Location - I � ( ''�� �'� Suite _ MEC
Contact Person ` -'Lw-liI j J Ph PLM _
Contractor _ Ph SWR i
BUILDIN Tenant/owner> 1,2 y� n �� ELC
Ref in Well `"" �� 7_5-` ELR -
ootin
ion IM CCB.
Ftg Drain .i '` FPS
Cla Drain Insp ction Notes: SGN
ost& Beam --- SIT _
Ext Sheath/Shear l- Zi i�c ✓'�
Int Shegt /Shear ---
Insulation --
Drywall Nailing _-
Firewall
Fire Sprinkle4..�
Fire Alarm
Susp'd Q*Ing
Roof ( --
Mis
in
AS RT FAIL ---
Post& Beam
Under l er
Slab
Top Out - -- ------ --- - -----
Water Service
Sanitary,SeWer
Fin --- � -�.--��---y-�-'r2-'� ���------
AS PART FAIL
HANICAL ----
Post& Beam
Rough In
Gas Line
Smoke Dampers - -
Fina; ----- '�'' c�r- ^' ci --
PASS PART FAIL
ELECTRICAL _--
Service r
Rough In --------
UG/Stab
Low Voltage ---- ---- - ---------- ------------- - ---- ---
Fire Alarm
r anal -- - ---------- --
PASS PART FAIL ------._---W- -- _ _ - ---SITE
Backfill/Grading ------ -- �.- -- ------ ---- -- -
Sanitary Sewer
Storm Drain ( ]Reinspection fee of$ - -required before next inspection Pay at City Hall, 13125 SW Hall Blvd
Catch Basin
Fire Supply Lire [ j Please call for reinspection RE:-__- _-�---T- [ ]Unable to inspect-no access
ADA
Approarh/Sidewalk Date ' 6 (�
Other - __- __Inspector_ C,v.� �,/� Ex
Final
PASS PART FAIL_ DO NOT REMOVE this inspection record from the Job site.
1
oilRichard Weingardt Consultants 3
Professional Enq neers
Protect .
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SLP--07-01 02 :N2 PM TUFF SHED 71160 50''3 239 2949 P. 04
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FOUNDATION DEIA'L - TUFF SHED:
NOTES:
1) FASTEN PLYWOOD TO JOISTS WITH SIA - 1 5/8" SELF-TAPPING SCREWS • 12'
O.C. (TYP.),
2) ALLOWABLE FLUOR LIVE LOAD: 75 PSF
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TONGUE AND GROOVE
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AT 24' D.C. i
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(6005162-054) SUPPLIED BY 'ALUED STUDCO' I
(6005 182-034)
IC90 ER-4943P
_ TRACK
(600T125-054)
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TYPICAL BLOCKS SUPPORTS:
MAXIMUM ,.'QIST SPACING 15 24" O C, i
BLOCK ,JOISTS MAXIMUM 10'--0' O.C. I
BLOCK ALONC TRACK MAXIMUM 5'-0" O.C.
BLOCK SUPPORTS AS REQUIRED TD LEVEL
BUILDINC.
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1 114" X !7' X 16" CONCRETE !!LOCKS
4" X 0' X 10" CONCRETE BLOCKS
A' X s' X 16" CONCRETE !!LOCKS
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CITY OF TIGARD
I Approved
_ , I For only the work as described in:
PERMIT NO,& -o� ,
Job Address:
'-1 V"' h• .ate !Z aft- Dan* 4� !-
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1B LL The City of 1,yaro, Oregon,m _
its ernployees, shell not be responsible for
discrepancies which may appear hereon.
9ecpived: B/ 7/01 2:39PM; 503 29B 2949 -? AUDIO PRECISION; Pape 5
SEP-07-01 02 :32 PM TUFF SHED 4160 503 288 2949 P. 05
, MJ1 08:54 FROr;:TS ENGINEERING 303 78,0-9268 TO:503 288 2949 F,009 pl
: WZ, 1 NC. FAX NO. : 3036717379 Sep. 11 2M 02:SOF:M PF,
%J1 RicYhard Weingardt Consultants
PICI.s/10A&EmVisern
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3 X 2 X 1/8' W/ 1 - 9,/16' 0 HOLE - TYPICAL SHED STYLES
5 X 2 X 1/8' W/ 2 - 11/16' 0 HOLES - TALL BARN ONLY
e
30' X 5/6' 0 A307 ROU 0NI„1„
_z OR #5 GRADE 40 REINF. 3AR �►;��'�L) W F��N�,`�
-� 30' MINIMUM EMBECMENT INTO -
UNDISTURBED NATURAL SOIL *+ 17 5 71
3 X 3 X 1/8' STEEL PI-. CUT TO 45' AS SFIOWN pPE '�~,
ANCHOR PLACEMENT SCHEDULE
SPACING ALONG SIDE WALLS
TYPICAL SHEDS
ANCHOR SPACING FOR ANCHOR SPACING FOR
�fu'IH. WD2L LENGTh UT}i S- -LLNa[u
8' 8' 4'-0
10' lo' 5'-6
12' 12' 6'—6
14' 14' 7'--8
16' 16' 8'--8
NOTES: 1. BOLT TO 6" FOUNDATION SILLS W/ 1 -- 1/2' 0 BOLTS W/ WASHERS
II 2. FOR SEISMIC ZONES 3 &4 USE 5/8" a BOLTS W/ 2"x2"x 3/16
'LATE WASHERS
TALL BARN ST`f1 i ONjy
SPACING (MAX)
WID tH INCL. CORNERS
8'-10' 2'
12'-14' 3'
16' 4'
I
NOTES: 1. BOLT TO 6" FOUNDATION SILLS W/ 2 5/8- 0 BOLTS W/ WASHERS
2. FOR SEISMIC ZONES 3 &4 USE 5/8" 0 BOLTS W/ 2'x2'x 3/16
PLATE WASHERS
' • ANCHOR SIZE AND PLACEMENT BASED UPON 90 MPH. F x C (MAXIMUNM WIND LOADIN3)
NOTT.: IIIERE MUST BE AN ANCHOR IN EVERY CORNER
'I TLE: FOUN DA71ON DETAL ^olm Wk =5-s
- -- ---- o•X. 10/s/00
TLFF SHED, 14O. r MUM s• w
1777 S. HAWSON SST S1.1111' e00 ---COkRUITAIRi —
DENVER. 00 W210 CHOM ". ,a
(303) 753-m33 Rs• oe —F_s