Permit . it .,
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•
�� CITY OF TIGARD MASTER PERMIT
`t , • COMMUNITY DEVELOPMENT Permit #: MST2009 00110
TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 06/15/2009
Parcel: 2S104DA05600
Jurisdiction: Tigard
Site address: 13010 SW RAPTOR 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: $10,507.00 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: VV/ 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'I Br Cir:
601 -1000 amp: 601 +amp- 1000v:
1000 +amp /volt:
ELECTRICAL - RESTRICTED ENERGY .
SF Residential
Audio 8 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: $283.15
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. - -
be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is,=• •end-: or more the 180
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Ce > ,. ' rule- are set forth in OAR
952- 001 -0010 through OAR 952 - 001 -0100. You may obtain a copy of the rules or direct questions to OUNC by calling 503. : f0..32
�(� UI �� /ii l01'
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• Issued By: 4evtkA t k Permittee Signature: J.
It
Piu"sldi Permit Application
7' :i x".;14:1 ;1�' P n y � 4 i'�` - n 3'# t ' 12 r +'a ri 'k
Residential - ; 1 : , 0 }' ` , FOR OFF ICEIJSI ONI l ` 3 / �yt'
'Vta �i r�.±z.A. ..iir_': sJ^�, 1.t '71ri , ._a, . .�r : ;' * ;,4A Nt tft t?z,tW44
. City of Tigard
>w w k'`µ ° 13125 SW Hall 13Ivd.. 'Tigard. OR 97223 2009 - �� `- 1
A r � 2 Nan Review �� � ®�
w Phone: 503.639.4171 Fax: 503.598.1960 Other Permit: Da /I3�. _
Inspection Line: 5(13.639.4175 -c , , —, Date Ready /13y: ® See Page 2 for
'TIGARD p j` D t
`t,"� ,,,,,, Internet: wstW.tigard or.gov ' Notified /Method: Supplemental Information
j1 ` ISIO,V
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
work indicated on this application.
CATEGORY OF CONSTRUCTION -
Valuation: 31501 10 SO
® I- and 2- family dwelling ❑ Commercial /industrial
❑ Accessory building El Multi-family Number of bedrooms:
❑ Master builder ❑ Other: Number of bathrooms:
. . JOB SITE INFORMATION AND LOCATION Total number of floors:
•
,Lob site address: 13010 Raptor PL 1,3 ZZ 1303y- ' 13oy 4 / 13034 r New dwelling area: square feet
City /State / ZIP: Tigard, OR 97223 1'2)6 (r vi 1 - 8 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 YORK . work indicated on this application.
Remove and replace entry landing and guard rails with same. Replace existing Valuation: S
handrails w/ same riP 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 /ZIP: Existing:
Phone: (503) Fax: ( ) New:
' 0 APPLICANT . ® CONTACT PERSON NOTICE
1usiness name: Western Architectural All contractors and subcontractors are required to he
Contact name: "Theodore N'endland licensed with the Oregon Construction Contrac tors Board
under ORS 701 and may he required to be licensed in the
Address: 102211 SW Greenburg Rd., Suite 125 jurisdiction in which %vork is being performed. lithe
City /State /ZIP: Portland, OR 97223 applicant is exempt from licensing. the following reasons
apply:
Phone: (503) 297 -0665 Fax: : (503) 297 -0757
E - mail: twendland@westernarchitectural.com
CONTRACTOR
Business name: Aspen Siding & Windows BUILDING PERMIT FEES*
Address: 15615 SW' 74 Ave., Suite 190 (Please rejerto fee schedule)
Structural plan review fee (or deposit):
City /State /"LIP: Tigard, OR
FLS plan review fee (if applicable):
Phone: (503) 624 Fax: (503) 624 - 3632
CC13 tic.: I56998 Total fees due upon application:
Amount received:
Authorised 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 "Fri-County Building Industry
Service Board.
I:A13uilding\ Permits \13UP -RES PermitApp.doc 11/6/07 440- 4613T(11 /02 /COM/Wfi13)
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At-
STRUCTURAL DETAILS FOR GUARDRAIL
POSTS AND STRUCTURAL ELEMENTS
ASSOCIATED WITH REPAIRS TO RESIDENTIAL
DECKS AND ENTRY PORCHES. .
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t '8 i 71 pc
Prepared for: 1 : 17L Lk
Quail Follow West (.� 1 CC a
I- 1omeowners Association
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Site address: / �/� r Q \7�� Conditionally A - t 1
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Quail Hollow West l ,. a b to: POI OWo 4 )Coe oo E 3
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Date: ( 2 `(Cs Q t <-
April 16 2 009 (; IA
( (fie
Western Arch. Project No.
09 -092
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OFFICE C PY
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- A 4R-P4 r° 4 ' Prepared by Edward W. Grabaugh, P.E.
p P7:, x r m � Po , r TOP), Western Architectural I �
* F '.i.,-;,.:1;
10220 SW Czreenburg R d., Suite 12E
WESTERN ARCHITECTURAL f
BUILDING SCIENCE CONSULTANTS
Portland, OR `.1223 (503) 2 0(0(05
.4
•
STRUCTURAL NOTES
Existing Conditions:
Contractor shall verify all existing conditions, dimensions
and elev ations, 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 s horing
required to provide stability during the course of work.
Sawn Lumber:
All guardrail posts snail be pressure-treated Hem -Fir or Doucl -Fir, No. 2 or better.
All other sawn lumber shall be treated outdoor N - unless noted otherwise.
Nails and fasteners:
All nails shall be common nails with min. Fyb = e0 l .si.
All bolts and threaded rods shall be 4301 or better.
Pre -drill 10% of shank diameter for all lag screws.
411 mfr'd metal connection hardware shall be by Simpson Strongtie UNO
and installed per specifications provided by manufacturer.
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WESTERN ARCHITECTURAL
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ALIGN NEW GUARDRAIL
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WESTERN ARCHJTECTURAL 1 f
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WESTERN ARCHITECTURAL
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BUILDING SCIENCE CONSULTANTS LEDC6ER DETAIL 1 515
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CONT. BEAD OF
SEALANT AT BACK
DEMO EXIST. CONC. LIP OF SILL PAN
SLAB REPLACE
WATERPROOFING
MEMBRANE 1 SILL PAN W/ 2" LIP,
_ 3" JAMB RETURNS
NEW CONC. TOPPING F. .111:101161.9s, FULLY SOLDERED
SLAB / MIN. 3000 PSI 111 BED IN SEALANT
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SELF ANERED
MEMBRANE (SAM)
TREMDRAIN 2000 W/
•
PROTECTION MAT ` � CONT. T X 4" "L"
TREMPROOF 250 GC . , FLASHING ACROSS
HIGH 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. PLYWOOD STAINLESS STEEL.
SEALANT; TREMCO
DYMONIC FC
SAM: FORTIFLASH
FRONT DOOR THRESI4OLD DETAL
HOLLOW WEST
WESTERN JOB NO. 05-02 DRAWING NO.
ARC C1U L DATE: MAR 30, 2009
105
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 91223 503 / 291- 0(0(05 FAX 503 / 291 -0151
, .
HARDIE PLANK.
SIDING
• I • FORTIFIBER E3
SUPER JUNOTEX
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FORTIFLASH . •
SELF AI-1E1RED • i .
IMEME3. (SAM)
PRECOATED 24 GA . 1
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CONT. STAINLESS
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DEMO (E) CONC. 1, ACCROSS WIDTH
SLA5 MEN8RANE 1
OF ENTRY SLAB
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1
. . . .
. -
NOTES:
FLASHING.
1 24 GAUGE STAINLESS
• . . . . -
.1 STEEL
TREMDRAIN 2000 w/ . SEALANT; TREMCO
PROTECTION MAT D FC
TRENPROOF 250 GC 1 SAM: FORTIFLASH
HIGH BUILD, I20 MIL.
WATERPROOFING PRIMER:
MEMB. 171 ON PLYWOOD
181 ON METAL
DEMO (E) 3/4" PLYWOOD
REPLACE W/ NEW 3/4"
P.T. PLYWOOD
,4 CAff
ENTRY STOOP WALL FLASHING DETAIL
AL HOLLOW WEST
WESTERN 30E3 NO. 0e-0e2 DRAUJING NO.
ARCHITECTURAL DATE: MAR 30, 200 e
10220 5.W. GREENSURG ROAD #125
F'ORTLAND, OREGON 57223 503 / 257-0&&5 FAX 503 / 257-0157
. .
1 /2" SHEATHING
•
SIDING: HARDIE PLANK
"Z" FLASHING -
lE WALL REMOVE HARDIE
PLANK SIDING TO
•
SUPER JUMBOTEX WRB INSTALL /o" BACK
r , <. LEG FLASHING
8" SAM OVER FLASkIn
UP UNDER W RB • BED IN SEALANT
J
ABOVE
HOLD HARDIEPLANK i u
SIDING 2" FROM DECK
•
SHORE DECK & REMOVE FORTIFLASH (SAM)
DECK LEDGER; INSTALL
NEW "Z" METAL FLASHING
ABOVE SIDING; LAP NEW
SAM AND INSTALL NEW •
LEDGER
o
a 2" LAP
2 x 12 LEDGER SEE a
STRUCTURAL DETAILS
\ SUPER JUMBOTEX
SIMPSON JOIST HANGER WRB
SEE STRUCTURAL DTLS
"Z" METAL
• °Z" METAL FLASHING FLASHING
NOTE
ALL FLASHING SHALL
SE 24 GAUGE STAINLESS
STEEL SHT. MET.
V: 1P iG. SEALANT TREMCO
D'IMONIC FG
SAM: FORTIFLAS-1
ri'FICAL DECK LEDGER FLASI4NG
,IL HOLLOW WEST
WESTERN JOS NO. 09 -092 DRAWING NO.
ARC L, DATE: MAR 30, 200
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 91223 503 / 291- OooS FAX 503 / 291 -0751 ®`
.
1 \ 1
CONT. BEAD OF
DOW 10 SILICONE
FORTIFLASH SEALANT e BACK OF
SELF ADHERED SILL PAN
MEMB. (SAM)
"Z" FLASHING INTEGRATE
WITH REAR SLIDING SILL PAN W/ 2" LIP,
DOOR PAN FLASHING .` 3" JAMB RETURNS
AS SHOWN '-',111111.17.
FULL"( SOLDERED
BED IN SEALANT
,
CONT. BEAD OF
DOW 190 SILICONE
SEALANT
DI
DECK LEDGER
SEE STRUC. .-
FORTIFLASH NOTE
SELF AHERED ALL FLASHING SHALL
MEMB. (SAM) BE 24 GAUGE STAINLESS
STEEL
EXIST. WRB. W/ SEALANT; TREMCO
MIN. 2" OVERLAID SAN DYMONIC FC
SAM: FORTIFLASH
REAR DOOR TI4RE5HOLD PETAL
HOLL*,.;_.) WEST
_ - -
WESTERN JOB NO. 05-052 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2005
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 91223 503 / 291-0&&5 FAX 503 / 291-0151 0