Permit 1
` CITY OF TIGARD MASTER PERMIT
` COMMUNITY DEVELOPMENT Permit #: MST200900112
Date Issued: 06/15/2009
TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171
Parcel: 2S 104DA05600
Jurisdiction: Tigard
Site address: 13000 SW CADDY PL
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: $9,006.00 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 Srvc /Feeders Branch Circuits
1000 sf or less: 0 -200 amp: 0 -200 amp: W/ Svc or Fdr:
Ea add'I 500 sf: 20 1 -400 amp: 201 -400 amp: 1st W/O Svc/Fdr:
Limited Energy: 401 -600 amp: 401 -600 amp: Ea add, 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: $263.98
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all othe ..plicable law. 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 if ork' is su.pe. • • or - . se 180
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification er T 5 e r =s are set forth in • • •
952 - 001 -0010 thr ugh OAR 952 - 001 -0100. You may
may obtain a copy of the rules or direct questions to OUNC by calling 503 6.66f • • 1.:00. , .44.
Issued By:\ j \ Permittee Signature: /4
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Building Permit Application •
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Residen
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���� � MOR IC1 rUS
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•: City of Tigard Permit Na.
e „ I� ^' a t}� y IS a.. • G
13125 SW Hall Blvd.. Tigard, OR 97223 ;�;l tk i® Plan Review
x Phone: 503.639.4171 Fax: 503.598.1960 Date /By: 7tAlk Other Permit:
TII,ARp Inspection L '� ine: 503.639.4175 DIVISION
®S See Page 2for
a...w .. a> Internet: ‘vww.t or.gov Supplemental Information
TYPE OF WORK REQIJIRED: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: 'S-F5H-1 - - 900 ) ( 0
® I- and family dwelling Commercial/industrial
❑ Accessory building ❑ Multi - family Number of bedrooms:
❑ Master builder ❑ Other: Number of bathrooms:
JOB SITE INFORMATION AND LOCATION 1 Total number of floors:
Job site address: 13000 Caddy PI. 1 �j O 1 d /t3O Z O 2030, C1-0 1 050 New dwelling area: square feet
City /State /ZIP: 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 Pl. Other structure area: square feet
REQUIRED DATA: COMMERCIAL USE CHECKLIST
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 P'1' 2x re- attach & add new hangers for joists. New building area: square feet
❑ PROPERTY OWNER ❑ TENANT - Number of stories:
Name: Ilome Owners Association President - Karen Draper Type of construction:
Address: Occupancy groups:
City /State /Z_I P: Existing:
Phone: (503) Fax: ( ) New:
® APPLICANT Z CONTACT PERSON • NOTICE
Business name: Western Architectural All contractors and subcontractors are required to he
Contact name: "Theodore N'endland licensed with the Oregon Construction Contractors Board
under ORS 701 and may be required to be licensed in the
Address: 10220 SW Greenburg Rd., Suite 125 jurisdiction in which work is being performed. lithe
City /State /LIP: Portland, OR 97223 applicant is exempt from licensing. the following reasons
apply:
Phone: (503) 297 -0665 Fax: : (503) 297 -0757
E -mail: t wendland C'westernarchitectural.com
CONTRACTOR '
Business name: Aspen Siding & Windows - BUILDING PERMIT FEES* .
Address: 15615 SW 74' Ave., Suite 190 (Please refer to fee schedule)
Structural plan review fee (or deposit):
City /State /ZIP: Tigard, OR
FLS plan review fee (if applicable):
Phone: (503) 624-9060 Fax: (503) 624 -3632
CC13 tic.: 156998 Total fees due upon application:
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 I.eisman Date: 01/29 /2009 * Fee methodology set by Tri- County Building Industry
Service Board.
f:ABuilding \ Permits \13tJP -RES PcrmitApp.doc 11/6/07 440- 4613T(11 /02 /COM /N'I B)
1
STRUCTURAL DETAILS FOR GUARIDFZAIL
POSTS AND STRUCTURAL ELEttlENTS
ASSOCIATED LUIT1=4 REPAIRS TO RESIDENTIAL
E)ECKS AN ENTFRY F'ORCHES.
24 c.)
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Prepared for: 7L
Quail Hollow West S
Homeowners Association
CIC* it C r TM.I
3eY5 - A. ;•.
Site address: cp Conditionally Apptovalo.,,,,,..
Quail NoIIow West -_2(_7)
Latter to: Poi ow
Attached.... op
Tigard, OR
3R7 e\AEPLI Peimit Numba.'
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D ate: 2 c(C
Apr1116,200'3 CiT5
Western Arch. Protect No.
O-02
OFFICE C•PY
f--N, Ana, Prepared b Edward W. Crabaugh, P.E.
.1'-'414-PriftrYASetv V44,6
4 k.",-ZAw,ndi.:, I te Western Architectural
10220 SW Greenburg Rd., Suite 125
WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS I Portland, OR S1223 (503) 21-0e)05
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STRUCTURAL NOTES
Existing Conditions:
Contractor shall verify all existing conditions, dimensions
and elevations, and notify the engineer of 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 Nem -Fir or Doug -Fir, No. 2 or better.
All other sawn lumber shall be treated outdoor N -F unless noted otherwise.
•
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Nails and fasteners:
All nails shall be common nails with min. Fyb = 90 ksi.
All bolts and threaded rods shall be 4301 or better.
Pre -drill 10% of shank diameter For all lag screws.
All mfr'd metal connection hardware shall be by Simpson Strongtie UNO
and installed per specifications provided by manufacturer.
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WESTERN ARCHITECTURAL 1 i
BUILDING SCIENCE CONSULTANTS I GUARDRAIL DETAIL 52.1
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i BUILDING SCIENCE CONSULTANTS 92
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WESTERN ARCHITECTURAL 1
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TREMPROOF 250 GC FLASNING AGROSS
NIGH BUILD, MIN 120 MIL. WIDTH OF ENTRY
WATERPROOFING SLAB
MEMB.
NOTE
(E) 3/4" PLYWOOD ALL FLASNING SHALL
REPLACE W/ NEW 3/4" BE 24 GAUGE
F.T. PLYWOOD STAINLESS STEEL.
SEALANT; TREMCO
DYMONIC FC
SAM: FORTIFLASH
FRONT DOOR TWRE LP DETAIL
4 H MIL _,• /' '. T
LuEsTERN JOB NO.09 -092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2009 1 -y:3.
10220 S.W. GREENBURG ROAD *125
PORTLAND, OREGON 91223 503 / 291 -0C 405 FAX 503 / 291 -0151 '`'�
•
HARDIE PLANK
SIDING
FORTIFIBER
SUPER JUNBOTEX
WRB
FORTIFLAS1-1 1
SELF AHERED 1 1 •
MEMB. (SAM)
PRECOATED 24 GA i
GALVANIZED SHT it 1
MTL PROTECTION
CONT. STAINLESS
STL. "L" FLASHING
DEMO (E) GONG 11 1 ACCROSS WIDTH
SLAB MEMBRANE r,
OF ENTRY SLAB
g _
ff 1
I "
1
1
1
NOTES:
FLASHNG
24 GAUGE STAINLESS
STEEL
TREND 1 RA1N 2000 w/ SEALANT TREMCO
PROTECTION MAT DYMON1C FO
TREMPROOF 250 GC 1
SAM FORTIFLASH
HIGH BUILD,120 NIL
WATERPROOFING PRIMER
ME 171 ON PLYWOOD
1E31 ON METAL
DEMO (E) 3/4" PLYWOOD
REPLACE W/ NEW 3/4"
F.T. PLYWOOD
ENTRY STOOP WALL FLASWING DETAIL
4 . IL HOLLOW WEST
UJESTERN 305 NO. 0e-0e2 DRAWING NO
ARCI4ITECTURAL DATE- MA R 30, 2009
)0220 S GREENBURG ROAD 0125
PORTLAND, OREGON 97223 503 / 2c37-0&65 FAX 503 / 2c7-0757
4
V 1/2" SHEATHING
SIDING: NARDIE PLANK
"Z" FLASHING -
(E) WALL REMOVE NARDIE
• I. PLANK SIDING TO
SUPER JUMBOTEX LURE!, I INSTALL e BACK
LEG FLASHING
S" SAM OVER FLASPG I
UP UNDER WRB BED IN SEALANT
1.:
ABOVE
HOLD HARDIEPLANK 1
SIDING 2" FROM DECK
SNORE DECK 4 REMOVE • FORTIFLASH (SAM)
DECK LEDGER; INSTALL 11 1
NEW "1 METAL FLASHING
ABOVE SIDING LAP NEW
SAM AND INSTALL NEW
LEDGER
I %/1 2" LAP
2 x 12 LEDGER SEE
STRUCTURAL DETAILS
I
SUPER JUMBOTEX
SIMPSON JOIST HANGER I WRB
SEE STRUCTURAL DTLS
"Z" METAL
"Z" METAL FLASHING FLASHING
NOTE:
ALL FLASHING SHALL
BE 24 GAUGE STAINLESS
STEEL SHT. MET.
lq ` p
SEALANT; TREMCO
DYMONIC FC
SAM: FORTIFLASN
TYFCAL DECK LEDGER FLASWING
WESTERN JOB NO. 0S-092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2009
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 51223 503 / 2S1- 0&&5 FAX 503 / 251 -0151
. ,
- • "...,; ,v
-
1 \12 CONT. BEAD OF
DOW 190 SILICONE
FORTIFLASH SEALANT BACK. OF
SELF ADHERED SILL PAN
MEMB. (SAM)
"Z" FLASHING; INTEGRATE
WITH REAR SLIDING A SILL PAN W/ 2" LIP,
DOOR PAN FLASHING 3" JAMB RETURNS
AS SHOWN FULL"( SOLDERED
BED IN SEALANT
! -1111
<>.
I t
CONT. BEAD OF
DOW - no SILICONE
SEALANT
1
DECK LEDGER .
SEE STRUC.
FORTIFLASH NOTE
SELF AIHERED ALL FLASHING SHALL
MEMB. (SAM) BE 24 GAUGE STAINLESS
STEEL
EXIST. WRB. W/
MIN. 2" OVERLA SEALANT; TREMCO ID SAM DMON1C FC
s4m: FORTIFLASH
tREAR DOOR Ti4RESHOLD DETAIL
LAI., HOLLOW UJEST
WESTERN JOB NO. c)-os2 DRAWING NO.
ARCI-IrrECTURAL DATE: MAR 30,2009
- 0220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 51223 503 / 251-0&&5 FAX 503 / 251-0151
•