Permit CITY OF TIGARD ,� MASTER PERMIT
t
e.... I , COMMUNITY DEVELOPMENT Permit #: MST2009-00107
T I c nR 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 06/15/2009
- ,,,.4."r >= # :, Parcel: 2S 104 DA05600
Jurisdiction: Tigard
Site address: 13171 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: 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 addl 500 sf: 20 1 -400 amp: 201 -400 amp: 1st W/O Svc/Fdr:
Limited Energy: 401 -600 amp: 401 -600 amp: Ea addl 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 • _ . pecialty •es and all oth= appl able law. All work will
be done in accordance with approved plans. This permit will expire if work is not started with' 180 days of issuance, or if wor is sus. for more the 180
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Ores •n Utility Notification Cente T ose rule- are set forth in OAR
952- 001 -0010 through OAR 952.001 - 01 Q 00. You ma obtain a copy of the rules or direct question to OUNC by calling 503 46.6.99 0 : 00.332.2 •4.
Issued By: OjA lJ. Permi ee Signature: / °.' /// '
I r
Bui!di[1E Permit Application
•
Residential • � o ci o n }� � YWj
.._ -..._ •
t ;`i Received t P enn"' i City of Tigard Date /Bv: C3Q l.1 •s AM 10
k al 13125 SW Hall Blvd., Tigard, OR 97223 Plan Review
Other Permit:
Phone: 503.639.4171 Fax: 503.598.1960 Date/By:
T I # G 1 AR D Inspection Line: 503.639.4175 1 • Date Ready /By: lugs ® See Page 2 for
2kiraiWit.P. Internet: www.tigard - or.gov t i Notified/Method: Tlq Supplemental Information
- 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: • s- 15A4 -- I 05'7
®
1 - and 2- family dwelling ❑ Commercial /industrial
❑ Accessory building ❑ Multi- family Number of bedrooms:
❑ Master builder ❑ Other: Number of bathrooms:
JOB SITE INFORMATION AND LOCATION Total number of floors:
Job site address: 13171 Raptor PL \'3V73 t 3 n S 3x 81131q t New dwelling area: square feet
City /State /ZIP: Tigard, OR 97223 131C/ 3 131 qs 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.
Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all
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: $
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 /Z1 P: Existing:
Phone: (503) Fax: ( ) New
® APPLICANT. ® CONTACT PERSON NOTICE
Business name: Western Architectural All contractors and subcontractors are required to be
Contact name Theodore Wendland 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. 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
E - mail: twendland @westernarchitectural.com
• CONTRACTOR
Business name: Aspen Siding & Windows BUILDING PERMIT FEES*
•
Address: 15615 SW 74' Ave., Suite 190 (Please refer ro fee schedule)
Structural plan review fee (or deposit):
City /State /ZIP: Tigard, OR
Phone: (503) 624 - 9060 Fax: (503) 624 - 3632 FLS plan review fee (if applicable):
CCB 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 Leisman Date: 01/29/2009 * Fee methodology set by Tri- County Building Industry
Service Board.
1: \Building \Permits \BUP -RES PermitApp.doc 11/6/07 440- 4613T(11/02/COM /WEB)
. ,
STRUCTURAL DETAILS FOR GUARDRAIL
POSTS AND STRUCTURAL ELEMENTS
ASSOCIATED WITH REPAIRS TO RESIDENTIAL
DECKS AND ENTRY PORCHES.
24c, - i::<1\Pre-)P
il
Prepared for: ( .. IA
Quail Hollow West
1 '3 1 CC) Ot
Homeowners Association
i 3C6-7e5 . 5Er-it' Apploved 00.200:0[S 0 f .-4
Site address: i e •,, c .,- ; cAbby Conditionally Approved oper.smoctlactscuto E I
Quail Hollow West 1 , ,2c(7) .?:, eii\tv... See Utter to: Fullum...e.=.0......0l
A ttsteir .,-; 400000000a0G0000 K 1
Tigard, OR
13 i k 7 ' MEP-L.40 Permft Number
--. at:EM
k 3 Col "
Date: ( 2`tC,
April 16 2ooe •2-t' C.. IA
('30
Western Arch. Project No.
oe-o
OFFICE CIPY
'''',...T.S, IMP,4 1414111Pikik Prepared by Edward W. Crabaugh,P.E.
o p , Western Architectural
. - .34,.: 'te„, tips cr,■• 't4 , • :,,,, . )0220 SW Greenburg Rd, Suite 12
WESTERN ARCHITECTURAL
, F'ortland, OR S1223 (503) 2S1-0&65
BUILDING SCIENCE CONSULTANTS
....1...
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
recjuired to provide stability during the course of work.
Sawn Lumber:
411 guardrail posts shall be pressure - treated 1-lem -Fir or Doug -Fir, No. 2 or better.
All other sawn lumber shall be treated outdoor 1-1 -F unless noted otherwise.
j l
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,
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BUILDING SCIENCE CONSULTANTS I PO I-I IRC FRAMING PLAN S1.4 i
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MITER 45 e CORNERS
TREATED OUTDOOR N - F
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TREATED OUTDOOR
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OR ALL -TI -TREAD OR BLOCKING.
SCREW DECKING-
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BUILDING SCIENCE CONSULTANTS I GUARDRAIL DETAIL }
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WESTERN ARCHITECTURAL 1 i
BUILDING SCIENCE CONSULTANTS t HANDRAIL DETAIL
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GOVT. BEAD OF
SEALANT AT BACK
DEMO EXIST. CONC. LIP OF SILL PAN
SLAB REPLACE
WATERPROOFING —
MEMBRANE `; SILL PAN UJ/ 2" LIP,
uil�wa 3" JAMB RETURNS
NEW GONG. TOPPING ''"�° �°' FULLY SOLDERED
SLAB / MIN. 3000 PSI �' BED IN SEALANT
SELF NERED
�. MEMB (SAM)
TREMDRAIN 2000 W/
PROTECTION MAT >-<". CONT. 7" 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. PLYWOOD STAINLESS STEEL.
SEALANT TREMCO
DYMONIC FC
SAM: FORTIFLASN
FRONT DOOR T LP DETAIL
*El:41. HOLLOW
STERN JOB NO. OS -092 DRAWING NO.
AFecciL DATE: MAR 30, 2009
-- - - - - -- -------- - - - - -- - -- --------------..__ - - - - --
10220 S.W. GREENBURG ROAD *125 <:>
PORTLAND, OREGON 91223 503 / 291 -0 & &5 FAX 503 / 291 -0151
, .. . .
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HARDIE PLANK
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FORTIFIBER
SUPER JUMBOTEX
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mi_ PROTECTION
CONT. STAINLESS
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\/\
TREMPROOF 250 GC _JL__ SAM: FORTIFLASH
HIGH BUILD, 120 MIL. .
WATERPROOFING PRIMER:
MEMB. CI ON PLYWOOD
151 ON METAL
DEMO (E) 3/4" PLYWOOD
REPLACE W/ NEW 3/4"
P.T. PLYWOOD AK.,TV.OKIIii Pt(f.% 1
-{ d
ENTRY STOOP WALL FLASHING DETAIL
QUAIL HOLLOW WEST
WESTERN J015 NO. 05-02 AWING NO.
ARCHITECTURAL DATE: MAR 30 ,200
10220 5.W. GREENBURG ROAD 0125
g- ;
PORTLAND, OREGON 51223 503 / 291-0&&5 FAX 503 / 25
•
• .
1/2" SHEATHING
SIDING: HARDIE PLANK •
"Z" FLASHING —
(E) UJALL • REMOVE HARDIE
• I PLANK SIDING TO
SUPER JUMBOTEX LURE I INSTALL '" BACK •
LEG FLASHING
8" SAM OVER FLASH'G I :
UP UNDER LURE BED IN SEALANT
ABOVE
HOLD NARDIEPLANK p ,
SIDING 2" FROM DECK
•
SNORE DECK 4 REMOVE !!1.1 FORTIFLASH (SAM)
DECK LEDGER; INSTALL 1.3,1
NEW "Z" METAL FLASHING — —
ABOVE SIDING LAP NEUJ
SAM AND INSTALL NEUJ
LEDGER
e I
2" LAP
2 x 12 LEDGER SEE iI °
STRUCTURAL DETAILS I ,
SIMPSON JOIST HANGER I SUPER JUMBOTEX UJRB
SEE STRUCTURAL DTLS 1
"Z" METAL
"Z" METAL FLASHING FLASHING
NOTE
ALL FLASHING SHALL
BE 24 GAUGE STAINLESS
STEEL SHT. MET.
,_ t p z/, is SEALANT; TREMCO
DYMONIC FC
SAM: FORTIFLASH
TYPICAL DECK NG
` , IL HOLLOW WEST
WESTERN JOB NO . -092 DRAWING NO.
ARGIL DATE: I" IAR 30, 2009
10220 S.UJ. GREENBURG ROAD #125
PORTLAND, OREGON 91223 503 / 291- 0(0(05 FAX 503 / 291 -0151 4$'
•
• .
CONT. BEAD OF
DOW SILICONE
FORT1FLASH SEALANT e BACK OF
SELF ADHERED SILL PAN
MEMB. (SAN)
• "Z" FLASHING; INTEGRATE
WITH REAR SLIDING A SILL PAN W/ 2" LIP,
DOOR PAN FLASHING 3" JAMB RETURNS
AS SHOWN
I FULLY SOLDERED
BED IN SEALANT
;1
I.
CONT. BEAD OF
DOW 190 SILICONE
SEALANT
-------- •
-----
DECK. LEDGER
SEE STRUC. .,:-
FORTIFLAS1-1 NOTE:
SELF AHERED ALL FLASHING SHALL
MEMB. (SAN) BE 24 GAUGE STAINLESS
STEEL
EXIST. WRB. W/ SEALANT; TREMCO
MIN. 2" OVERLAID SAM DYMON1C FC
SAM: FORTIFLASH
REAR DOOR 114RE5140LE, PETAL
01.1.0111
LuEsTERN JOB NO. c DRAWING NO.
ARCI-IITECTURAL DATE: MAR 32 2OO
10220 S.UJ. GREENBURG ROAD 0125 H
PORTLAND, OREGON 91223 503 / 2e1-0 &e FAX 503 / 297-0157