Permit `` CITY OF TIGARD MASTER PERMIT
II
`': COMMUNITY DEVELOPMENT Permit #: MST2009 00116
13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 06/15/2009
TIGARD Parcel: 2S104DA05600
Jurisdiction: Tigard
Site address: 13001 SW MERLIN 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 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'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: $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. 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 work uspended for more the 180
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notificatio ' - - . 1 Tho:e r les are - • r in OAR
952- 001 -0010 through OAR 952- 001 -0100. You may obtain a copy of the rules or direct questions to OUNC by callin, • .3.246.6. • • 8 %0.332 P .
n /
Issued By: 0 vt� i,tl L�� ( ' r � � Permittee Signature: 4/% „�%
• Bilildin Permit Application
ii r" g awri' A'rs X r a o r h rc fi w v r9Y wrt r v r vq
a ! i i 7 r't6 w. r 5 rue a ' a a- i r J� a
Residential t � ( s / ' �� j ` " if* =nxty r s F< FO R OFI ICEWSI ONI l a I t -
t i ti .: a 4 ,i E .m L T .r:.'h a . .� 1A : "F. ; . fh +_ , ::: - ,, , .4: , �. yx ' . . �_ r" gym.,, . s-,
IN '" w City of Tigard 2 . � _ �
13125 SW 1fall 13lvd.. Tigard. OR 97223MAY 2 2��9 flan Revie ��t
;` Phone: 503.639.4171 Pas: 503.598.1960 pate /Bv:
' ®� `� Other Permit
TI GA RD Inspection Line: 503 639.4175 CITY OF TIGARD Date Ready/ y: ® See Page 2 for
ApE i; I nternCt www.ttgard- or.gov
BUILDING DIVISION Notified /Method: In Supplemental Information
TYPE OF WORK . REQUIRED DATA: 1- AND 2- FAMIL,V DWELLING
❑ Nev t construction ❑ Demolition Permit tees* are based on the value of the work perforated.
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 - tyork indicated on this application.
Valuation: 503
® I- and 2- fancily dwelling ❑ Commercial /industrial �' 7
❑ Accessory building ❑ Multi - fancily Number of bedrooms:
❑ Master builder ❑ Other Number of bathrooms:
JOB SITE INFORMATION -AND LOCATION "total number of floors:
Joh site address: 13001 Merlin PI. , 1301 I 1 i 16031, 130 t New dwelling area square feet
City /State /ZIP: Tigard, OR 97223 t 3Or j t J , 13 (pi 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
fax 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 n 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:
Nance: Home Owners Association President - Karen Draper Type of construction:
Address: Occupancy groups:
City/State/ZIP: Existing:
Phone: (503) Fax: ( ) New:
®, APPLICANT . ® CONTACT PERSON NOTICE
l3usiness name: Western Architectural All contractors and subcontractors are required to he
Contact name: "Theodore YVendland licensed with the Oregon Construction Contractors Board
under ORS 701 and may he required to be licensed in the
Address: 10220 SW Greenhurg Rd., Suite 125 jurisdiction in which work is being perforated. If the
City/State/ZIP: Portland, OR 97223 applicant is exempt from licensing. the following reasons
apply:
Phone: (503) 297 -0665 Fax: : (503) 297 -0757
I -mail: lwendland @westernarchitectural.com
CONTRACTOR
Business name: Aspen Siding & Windows BUILDING PERMIT FEES* '
Address: 15615 SW 74 Ave., Suite 190 (Please refer Iofeeschedule)
Structural plan review lee (or deposit):
City /State /ZIP: Tigard, OR
FLS plan review fee (if applicable):
Phone: (503) 624 -9060 Fax: (503) 624 -3632
CC13 lie.: 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 Leisman Date: 01/29/2009 * Fee methodology set by Tri- County Building Industry
Service Board.
1: \Building \Permits \131JP -RES I'ermitApp.doc 11/6/07 440- 4613T(I I /02 /COM /WFB1
, 4. •
STRUCTURAL. ETAILS FOR GUARDRAIL
POSTS AND STRUCTURAL. ELEMENTS
ASSOCIATED WIT 1A REPAIRS TO RES1r)ENTI4L
DECKS AND ENTRY POFeCIAE5„ .
---- - - 4‘k. -7 ->Ce-.)E-?_.
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Prepared f or: 7L
Quail Hollow West
Homeowners Association
Cn7 01F 1 G. * Z4 )
, 3cy Appv G..„0
Site address: c v (D by Conditionally Approv,i
Quail Hollow West
• Sw Later to: FoiloW...c.00-400.0z00.0
Tigard, OR AMC hed.5360 IMAM GO 0 GO-0 0 lj
1,3 R 7 ME-P-uk), Permit Number:44- . ) I 1
Ad.
By:
k Co I
Date: 2 (2 ( k
16, 2ooe 1
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Western Arch. Project No.
0e-092
OFFICE COPY
oimN ,fl"P " F'repared by Edward W. Crabaugh, P.E.
44:
vfAA:: ',Aktip.1 • v=7.-
Western Architectural
tole
10220 SW Greenbure iRd„ Suite 125
WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS F'ortland, OFR S1223 (S03) 291-0665
`. .
•
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 Hem -Fir or Doug - Fir, No. 2 or better.
All other sawn lumber shall be treated outdoor N -F unless noted otherwise.
i {
Nails and fasteners:
s i
All nails shall be common nails with min. Fyb = SO ksi.
411 bolts and threaded rods shall be 4301 or better.
Pre-drill 10% or 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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SEALANT TREMCO
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'tOLLOLIJ WEST
WESTERN JOB NO 0e--02 DRAWING NO.
ARCI -II ECTUAL DATE: MAR 30, 2009 :: n
10220 S.W. GREENBURG ROAD * , ,w ry ,,
PORTLAND, OREGON 91223 503 / 291- 0&&5 FAX 503 / 291 -0151
HARDIE PLANK
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DEMO (E) CONC. \ 1 ACCROSS WIDTH
SLAB MEMBRANE r u
OF ENTRY SLAB
\ I"
NOTES:
FLASHING
1 24 GAUGE ST,4INLESS
STEEL
TRENDRAIN 2000 w/ SEALANT, TREMCO
PROTECTION MAT
)\ 1 DYMONIC FO
TREMPROOF 250 GC SAM FORTIFLASN
HIGH BUILD, 120 MIL.
WATERPROOFING PRIMER
MEMB. n) ON PLYWOOD
13,1 ON METAL
DEMO CE) 3/4" PLYWOOD
REPLACE UJ/ NEW 3/4"
P.T. PLYWOOD
ENTRY STOOP WALL FLASHING DETAIL
IOLJ , ,
ST
WESTERN JOB NO. 09-02 DRAWING NO.
ARCIIITECTURAL DATE: I 30, 200
10220 SW GREENBURG ROAD 0125 ;4*'%11r
PORTLAND, OREGON 51223 503 / 2(31-0&e FAX 503 / 251-0151
. , . ..
• I
1/2" SHEATHING
.
SIDING: NARDIE PLANK
"Z" FLASHING -
I (E) WALL R E1"I O VE NARDIE
• I . FLANK SIDING TO
SUPER JUMBOTEX ORB IE . INSTALL &" BACK
LEG FLASHING
E'`
8" SA" I OVER FLASH'G IE
UP UNDER LURE 4 BED IN SEALANT
ABOVE
HOLD HARDIEPLANK i ,,t
SIDING 2" FROM DECK 1111.
I
SHORE DECK 4 REMOVE `
DECK LEDGER; INSTALL -.:......_ ' FORTIFLASk (SAM)
NEW "Z" METAL FLASHING
ABOVE SIDING LAP NEW
' NI . . ,•• 1
SAM AND INSTALL NEW
LEDGER
0 o I
410 AI
e I 2" LAP
0 I
2 x 12 LEDGER SEE e-
STRUCTURAL DETAILS ! 1 `x
n I .
SUPER JUMBOTEX
SIMPSON JOIST HANGER I WR8
SEE STRUCTURAL DTLS I .
n "Z" METAL
"Z" METAL FLASHING V FLASHING
NOTE
ALL FLASHING SHALL
BE 24 GAUGE STAINLESS
STEEL SNT. MET.
i'AG 6 .:eEI i1
-1- 1? - _ SEALANT; TREMCO
DYMONIC FC
q SAM: FORTIFLASH
`1 IGAL DECK LEDGER. NG
!L..AL HOU. • ..i a' WEST
sist JOB NO. 09 -092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2009
:�r'
10220 S.W. GREENBURG ROAD 0125 =T " " '
PORTLAND, OREGON 5 503 / 291 - 0(005 FAX 503 / 29 0
1\1 CONT. BEAD OF
DOW 150 SILICONE
FORTIFLASH
SELF ADHERED SEALANT S BACK OF
SILL FAN
riEriB. (SAN)
"Z" FLASi—IING INTEGRATE
WITH REAR SLIDING SILL PAN W/ 2" LIP,
DOOR PAN FLASHING —111L. • 3" JAMB RETURNS
AS SHOWN ''41■11111.1r
FULLY SOLDERED
BED N SEALANT
,.,
...1■11011ftw,_
• CONT. BEAD OF
DOW 150 SILICONE
SEALANT
• 1 1 1' ' .
, .
•
DECK LEDGER ei
SEE STRUC.
FORTIFLASH NOTE
SELF AHERED ALL FLASHING SHALL
MEME3. (SAM) BE 24 GAUGE STAINLESS
STEEL
EXIST. ORB. W/
SEALANT RENCO
MIN. 2" OVERLAID SAM
DYMONIC FC
SAM: FORTIFLASH
REAR
'OOR THRESHOLD DETAIL
QUAIL WOLLOW WEST
ussTERN JOB NO. 09-052 :DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2005
10220 S.W. GREENBURG ROAD 0125
PORT' AND, OREGON 51223 503 / 251-0&05 FAX 503 / 251-0151