Permit 4 J:r
. . a4 CITY OF TIGARD MASTER PERMIT
il
D COMMUNITY DEVELOPMENT Permit #: MST2009 00118
TIGARD, 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 06/15/2009
Parcel: 2S 104 DA05600
Jurisdiction: Tigard
Site address: 12865 SW BEAGLE CT
Subdivision: Lot: 0
Project: Quail Hollow West
Project Description: Repair rot at entry landing, and rear balcony.
BUILDING
Floor Areas Required Setbacks Required
Stories: 3 Bedrooms: First: sf Basement: sf Left Parking Spaces:
Height: Bathrooms: Second: sf Garage: sf Front: Smoke
Dwelling Units: Third: sf Right: Detectors:
Total: sf Value: $6,004.00 Rear:
PLUMBING
Sinks: Water Closets: Washing Mach: Laundry Trays: Rain Drain: Catch Basins:
Lavatories: Dishwashers: Floor Drains: Sewer Lines: SF Rain Other Fixtures:
Tubs /Showers: Garbage Disp: Water Heaters: Water Lines: Drains:
Bckflw Prevntr:
MECHANICAL
Fuel Types Air Conditioning: N Vent Fans: Clothes Dryers:
Heat Pump: N Hoods: Other Units:
Furn<100K: Vents: Woodstoves: Gas Outlets:
Furn> =100K:
ELECTRICAL
Residential Unit Service Feeder Temp SrvclFeeders Branch Circuits
1000 sf or less: 0 -200 amp: 0 -200 amp: W/ Svc or Fdr:
Ea addi 500 sf: 20 1 -400 amp: 201 -400 amp: 1st W/O Svc/Fdr:
Limited Energy: 401 -600 amp: 401 -600 amp: Ea add'I Br Cir:
601 -1000 amp: 601 +amp- 1000v:
1000 +amp /volt:
ELECTRICAL - RESTRICTED ENERGY
SF Residential
Audio & Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All
Other: N Other Description: Ecompasing: N
BUILDING INFO
Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet:
Owner: Contractor: Required Items and Reports (Conditions)
DUKART, DIANA M ASPEN RIDGE CONSTRUCTION INC
13210 SW RAPTOR PL 15615 SW 74TH AVE STE 190
TIGARD, OR 97224 TIGARD, OR 97224
PHONE: PHONE: 503 - 624 -9060
FAX: 503- 624 -3632
Total Fees: $206.47
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 180 days of iss , or if . ork uspended or more the 180
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notifi on Center •h• e r I>: are set fo 't OAR
952- 001 -0010 thro;lgh 952-001-0100. You may obtain a copy of the rules or direct questions to OUNC by call g 503.246.6• : • • .: 8 0.33 . 344.
Issued By: '\7� A .0 / \ AS( 1 - Permittee Signatur . / .: ✓ /.� /J
err api--
.. Mil Mitt Permit Application _
, a �!�-
Residential ; hi n r ° iI I0 :, a cr *t .r t. ' I O R ` O FFIC L USI ONI 1 1i " i , w i ='
tt
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City of Tigard _ • L: � v
' t ! ° 13125 SW Hall Blvd.. Tigard. OR 97223 MAY 2 2 2009 Plan Revie ' '��
Phone: 503.639.} 171 Fax: 503.598.1960 DateBy: \ �:��lm U f Other Permit:
, -i d • Inspection Line: 503.639.4175 CITY OF TIGARD Date Ready /1 y: H See Page 2 for
<t' c `ry 'sssb Internet: www.tigard- or.gov Notified /Method: Supplemental Information
BUILDING DIVISIO .,
TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING
❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed.
Indicate the value (rounded to the nearest dollar) of all
® Addition /alteration /replacement ❑ Other: equipment. materials, labor, overhead, and the profit for the
CATEGORY OF CONSTRUCTION
' work indicated on this application.
Valuation: —3tS1TT l.0 OC `'
I- and 2- family dwelling ❑ Commercial /industrial �-
❑ Accessory building El Multi -famil Number of bedrooms:
El Master builder El Other:
Number of bathrooms:
JOB SITE INFORMATION AND LOCATION Total number of floors:
Job site address: 12865 Beagle Ct. i in / ia Nev dwelling area: square feet
i
I oa �
City /State /Z1P: Tigard, OR 97223 Garage /carport area: square feet
Suite /bldg. /apt. no.: Project name: Quail hollow West Covered porch area: square feet
Cross street /directions to job site: Gaarde St. to Bigleaf Dr. Deck area: 20 square feet
and turn onto Raptor PI. Other structure area: square feet
REQUIRED DATA: COMMERCIAL USE CIIECKL..IST
Subdivision: Quail hollow West Lot no.: Permit fees* are based on the value of the work performed.
Indicate the value (rounded to the nearest dollar) of all
Tax map /parcel no.: equipment, materials, labor, overhead. and the profit for the
DESCRIPTION OF WORK work indicated on this application.
Remove and replace entry landing and guard rails with same. Replace existing Valuation: S
handrails w/ same @ entry stairs. Brace and detach rear balcony and replace Existing building area: square feet
ledger with PT 2x re- attach & add new hangers for joists. New building area: square feet
❑ PROPERTY OWNER ❑ TENANT Number of stories:
Name: home Owners Association President - Karen Draper .. Type of construction:
Address: Occupancy groups:
City/State/Z11): Existing:
Phone: (503) Fax: ( ) New:
®. APPLICANT IS CONTACT PERSON NOTICE
Business name: Western Architectural All contractors and subcontractors are required to he
Contact name: "Theodore 11'endland licensed with the Oregon Construction Contractors Board
under ORS 701 and may be required to be licensed in the
Address: 10220 SW Greenhurg Rd., Suite 125 jurisdiction in which work is being performed. If the
City /Slate / %II': Portland, OR 97223 applicant is exempt from licensing. the following reasons
apply:
Phone: (503) 297 -0665 • Fax:: (503) 297 -0757
E - mail: t wendland @westernarchitecturaIcom
CONTRACTOR
Business name: Aspen Siding & Windows BUILDING PERMIT FEES*
Address: 15615 SW 74 Ave., Suite 190 (Please refer m fee schedule)
Structural plan review fee (or deposit):
City /State / /_1P: Tigard, OR
FLS plan review fee (if applicable):
Phone: (503) 624 - 9060 Fax: (503) 624 - 3632
Total fees due upon application:
CC13 lic.: 156998
Amount received:
Authorized signature:
This permit application expires if a permit is not obtained
- within 180 days after it has been accepted as complete.
Print name: Andy Leisman Date: 01/29/2009 * Fee methodology set by Tri- County Building Industry
Service Board.
I: \Building \Permits \I3UI' -RES PermitApp.doc 11/6/07 440 -4613T 1 I /02 /COM /WEB1 ^ 1 -E.-. , nom / A l
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STRUCTURAL DETAILS FOR GUARDRAIL
POSTS AND STRUCTURAL. ELEMENTS
ASSOCIATED WITH FREFAIRS TO RESIDENTIAL
!DECKS AND ENTRY PORCIAES.
71
Prepared for:
Quail I- Iollow West I J
Homeowners Association
it gin" E ' 01/17: .• '"
k Approved �j� f
°° s0�bo0oO8e9t�aCOa :.°t�7pgt135C6P4c9°
Site address: Conditionally Approves °o °ate
Quail a �� ft�g� ` °°c>✓too�+oco ° °° g
Hollow West
Tigard, OR _ 7 + °°° °°�°'°°° °°
1 1 ‘ . 31t7 rr —i _i 6i Permit Number t Z:t... � i L. 17 9 �'
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Date:
April 16, 200° 2--e < Lt
Western Arch. Project No.
O9 - 092
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OFFICE COPY fl
d g "` 1 Prepared by Edward W. Crabau P.E.
Vitt, �y/ " � w<� 3� i I p y h, 9
h • wfs ''�S ` R� , . , ,{ �s i Western Architectural
` 4 10220 SW Greenburg Rd., Suite 125
WESTERN ARCHIITECTIJRAL
{ BUILDING SCIENCE CONSULTANTS Portland, OR '31223 (503) 2e-i- 0(0(05
STRUCTURAL NOTES
Existing Conditions:
Contractor shall verify all existing conditions, dimensions
and elevations, and notify the engineer or any discrep-
ancies from conditions shown in the drawings prior to
starting work,.
Temporary Shoring:
Contractor shall be responsible for any temporary shorIng
required to provide stability during the course of work.
Sawn Lumber:
All guardrail posts shall be pressure- treated Hem -Fir or Doug - Fir, No. 2 or better.
411 other sawn !umber shall be treated outdoor N -F unless noted otherwise.
Nails and fasteners:
All nails shall be common nails with min. Fyb = 90 Icsi.
411 bolts and threaded rods shall be 4301 or better.
Pre -drill 10% of sham diameter for all lag screws.
411 mfrd metal connection hardware shall be by Simpson Strongtie UNO
and installed per specifications provided by manufacturer.
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WESTERN ARCHITECTURAL 1
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. TREATED OUTDOOR I4-F
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WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS GUARDRAIL DETAIL S22
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BUILDING SCIENCE CONSULTANTS LEDGER DETAIL 523
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WESTERN ARCHITECTURAL 1 '
BUILDING SCIENCE CONSULTANTS 1 HANDRAIL DETAIL
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WESTERN ERN ARCHITECTURAL 1
BUILDING SCIENCE CONSULTANTS LEDGER DETAIL 52.5
i
1 CONT. BEAD OF
SEALANT AT BACK
DEMO EXIST. CONC. 4 LIP OF SILL PAN
SLAB REPLACE
WATERPROOFING � - --
MEMBRANE SILL PAN W/ 2" LIP,
,j6 3" JAMB RETURNS
NEW CONC. TOPPING F .603n .1m FULLY SOLDERED
SLAB / MIN. 3000 PSI BED IN SEALANT
— s •
SELF AHERED
Aim"— MEMBRANE (SAM)
TREMDRAIN 2000 W/
PROTECTION MAT
CONT. 1" X 4" "L"
TREMPROOF 250 GC FLASHING ACROSS
NIGH BUILD, MIN 120 MIL. WIDTH OF ENTRY
WATERPROOFING SLAB
MEMB
NOTE
(E) 3/4" PLYWOOD ALL FLASHING SHALL
REPLACE W/ NEW 3/4" BE 24 GAUGE
P.T. PLYUJOOD STAINLESS STEEL.
SEALANT TREMCO
DYMONIC FC
SAM: FORTIFLASN
FRONT DOOR TI4RESWOLD DETAIL
.O' T
WESTERN JOB NO. 0S-02 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2009 T :t
----------------------------------------------------------
10220 S.W. GREENBURG ROAD *125
PORTLAND, OREGON 91223 503 / 291 - 00(05 FAX 503 / 291 -0151
HARDIE PLANK
SIDING
1
FORTIFIBER
SUPER JUMBOTEX
WRB
FORTIFLASH
SELF AHERED
MEMB. (5,4M)
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GALVANIZED SHT.
MTL PROTECTION
CONT. STAINLESS
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STL. "L" FLASHING
DEMO (E) CONC I ACCROSS WIDTH
SLAB MEMBRANE OF ENTRY SLAB
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NOTES:
1 FLASHING:
• 1
24 GAUGE STAINLESS
STEEL„
TRENDRAIN 2000 w/ v
SEALANT TREMCO
PROTECTION MAT
.1 DYMONIC FO
TRENPROOF 250 GC SAM: FORTFLASH
BUILD, 120 NIL
WATERPROOFING PRIMER:
MEMB 11 ON PLYWOOD
181 ON METAL
DEMO (E) 3/4" PLYWOOD
REPLACE W/ NEW 3/4"
P T PLYWOOD
ENTRY STOOF' WALL FLASWING DETAIL
QUAIL HOLLOW WEST
WESTERN JOB NO. 0e-0e2 DRAWING NO.
ARCHITECTURAL DATE: MA R 30, 200 e
10220 SW GREENBURG ROAD 0125 4ird
PORTLAND, OREGON 51223 503 / 2S1-0&&5 FAX 503 / 251-0751
N 1/2" SHEATHING
SIDING: HARDIE PLANK
"Z" FLASHING —
• (E) WALL • REMOVE HARDIE
PLANK SIDING TO
SUPER JUMBOTEX WRB I INSTALL (:7" BACK
LEG FLASHING
S' SAM OVER FLASH'G I;
UP UNDER WRB BED IN SEALANT
J
ABOVE
HOLD I— ARDIEPLANK 1
SIDING 2" FROM DECK I ,,
SNORE DECK 4 REMOVE FORTIFLASH (SAM)
DECK LEDGER; INSTALL —___
NEW "Z" METAL FLASHING ,
ABOVE SIDING— LAP NEW
SAM AND INSTALL NEW
LEDGER
a I
A I
e I 2" LAP
9
2 x 12 LEDGER SEE e
STRUCTURAL DETAILS I `:;
I .
•
SUPER JUMBOTEX
SIMPSON JOIST HANGER I ORB
SEE STRUCTURAL DTL5
"Z" METAL
• "Z" METAL FLASHING FLASHING
NOTE
ALL FLASHING SHALL
•
BE 24 GAUGE STAINLESS
STEEL SHT. MET.
a ,, = SEALANT TREMCO
DYMONIC FC
q SAM: FORTIFLASH
�aL DECK LEDGER FLASHING
, 0 - _ . •-OL ! LL • WEST
WESTERN JOB NO. 09 -092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2009
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 97223 503 / 291 -00%5 FAX 503 / 291 -075
. .
\ -I
l/ CONT. BEAD OF
DOW SO SILICONE
FORTIFLA51-1 SEALANT 5ACK OF
SELF ADHERED SILL PAN
MEME3. (SAM)
"Z" FLASHING INTEGRATE
WITH REAR SLIDING . .4 SILL PAN W/ 2" LIP,
DOOR PAN FLASHING 3 JAI RETURNS
AS SHOWN
FULLY SOLDERED
° BED IN SEALANT
. 1 1 -7r;1
CONT. 13EAD OF
DOW 150 SILICONE
SEALANT
DEC. LEDGER
SEE STRUC.
FORTIFLASH NOT
SELF Al-IERED ALL FLASHING SHALL
MEM5 (SAM) BE 24 GAUGE STAINLESS
STEEL
EXIST. WR5. W/ SEALAN, T TREMCO
MIN. 2" OVERLAID SAN DYMONIC FC
SAM: FORTIFLASI-1
REAR DOOR 114RESHOLD DETAIL
0L HOLLOW WEST
WESTERN JOB NO. 0S-0`32 DRAWING NO.
ARCHITECTURAL DATE: NAIR 30, 2005
10220 s W GREENBURG ROAD 0125
PORTLAND, OREGON 51223 503 / 21-0&&5 FAX 503 / 251-0151
0