Permit -
-`. ;, CITY OF TIGARD MASTER PERMIT
_!' -�'• . COMMUNITY DEVELOPMENT Permit #: MST2009-00117
13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 06/15/2009
TLGARD,' Parcel: 2S104DA05600
Jurisdiction: Tigard
Site address: 12901 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: $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, 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 is suspe •ed for more the 180
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Ce. -r. T• •s - rules a - . - • 'n OAR
952- 001 -0010 throu h OAR 952
l/ 01- 01000. You may obtain Q
a copy of the rules or direct questions to OUNC by calling 503. • •.6699 or .800..32 23
Issued By: • 1.:� ,\ ,' � - `) is l\ X I th Permittee Signature: 4t , i/i-! iii
Rna-:ldi>g Permit Application FF
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Residential ) °°,`` -} g 4 ' ti.� �"� - t l •w r 1'OR OI F ICF USC ONLI ki�''rt 1 + r o .� i�
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t r y u L. .., . k
I C of Tigard _� Permit No frt • • 6 , i
II o r ` �^ q 13 125 SW I lall BIvd.. Tigard_ OR 97223 Plan Review fi t. �
w ,� C Phone: 503.639.4171 Fax: 503.598.1960 MAY 2 2 2009 Date /13v: l • L Other Permit
- 1- 1 " G A "R C Inspection Line: 503.639.4175 Date Ready/By: El See Page 2for
.etc „r 494i"i 9 Internet: www.tieard- or.gov CI TY OF T Notified /Method: li= Supplemental Information
PI 10 iliAle• t
., ��sit� ,C 31lJi
TYPE OF WOR � � . REQUIRED DATA: 1- AND 2-FAMILY DWELLING
❑ New construction ❑ Demolition Permit fees* are based on the V alue 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: `SP5414I�..
® I- 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: 12901 Beagle O. i 1 2 q u f v2.921, 1 24 3 i t i 29 L{. i , New dwelling area: square feet
City /State /"LIP: Tigard, OR 97223 12 q , 1 2q ( 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 CHECKLIST
Subdivision: Quail Hollow West I.ot 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 huilding area: square feet
ledger with P7' 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:
® 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 Contractors 13oard
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 performed. lithe
City /State /LIP: Portland, OR 97223 applicant is exempt from licensing, the following reasons
apply:
Phone: (503) 297 41665 Fax: : (503) 297 -0757
E twendland @westernarchitectural.com
CONTRACTOR
Business name: Aspen Siding & Windows BUILDING PERMIT FEES*
Address: 15615 SW 74' Ave., Suite 190 (Please refer soft eschedule)
Structural plan review fee (or deposit):
City /State /"LIP: Tigard, OR
FI.,S plan review tee (if applicable):
Phone: (503) 624 9(160 Fax: (503) 624 - 3632
CC13 lie.: 156998 Total tees 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: 01/29/2(109 * Fee methodology set by Tri- County Building Industry
Service Board.
1:Al3uilding \Permits \13UP -RE'S PermitApp.doc 11/6/07 440 - 4613"1(1 I /02 /COM /WEI3)
STRUCTURAL 'DETAILS FOR GUARDRAIL
POSTS AND STRUCTURAL ELEMENTS
ASSOCIATED WITH REPAIRS TO FZESIDENTIAL
!DECKS AND ENTRY PORCIAES.
.:224c1
(
Prepared for:
Quail Hollow West
Homeowners Association
Appv C 0 r Tin A ?" 10
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Site address: c"bb Conditionally ApprovetoBt....E
L atta to: FOHOW.emez..000mp.zu%av000
Quail Hollow UJest
A ttgaik .ocove.emmo
Tigard, OR •' ME-10 ?emit Numbed_ eo
Ath
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By: 4 Data: rut,
Date: 2`iC k
April 16, 2003 (L.115
Western Arch. Project No.
0'5-092
OFFICE COPY
I Prepared by Edward UJ. Crabaugh, P.E.
Western Architectural
10220 SW Greenlourg Rd, Suite 125
WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS F'ortland, OR e1223 (03) 291-0&&S
STRUCTURAL NOTES
Existing Conditions:
Contractor shall verify all existing conditions, dimensions
and elevations, and notify the encgineer 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.
4 I
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 H -F unless noted otherwise.
1 ( i
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Nails and fasteners:
All nails shall be common nails with min. Fyb = 90 kcsi.
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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: CONDITION SHOWN.
20 Ft X 5 FT. DECKS i
i Quail Hollow West I April 1&, 200S i
1 WESTERN ARCHITECTURAL i
BUILDING SCIENCE CONSULTANTS , DECK FRAMING FLAN S 1.1 1
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BUILDING SCIENCE CONSULTANTS DECK PRAMINCq PLAN
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WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS 1
PORCI-1 FRAMING PLAN
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TREATED OUTDOOR 1-1-'F
-� 2X,6 TOP RAIL
w/(2)01OX4 " SCREWS
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MITER 45 a CORNERS
TREATED OUTDOOR 1
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TREATED OUTDOOR I-1-=
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GUARD- 'd 5 o.c. USE 08 SCREW
RAIL X 2-1/2 LONG TOP t 8TT1.
in POST (SCREWS NOT 51 -1OWN)
1 i
TREATED OUTDOOR
2X6w/
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MAX
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MIN. I
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OR ALL -TI -TREAD OR BLOCKING.
O AL DECKING
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WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS GUARDRAIL DETAIL 32,1
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. TREATED OUTDOOR 14-F � 2X6 TOP RAIL
w/ (2)010X4'5CREWS
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MITER 45 e CORNERS
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TREATED OUTDOOR H -F
P.T. 4X4 2X2 BALUSTRADES
GUARD- e S" c.c. USE m8 SCREW
RAIL X 2 -1/2 LONG TOP it STM.
Crl POST (SCREWS NOT SHOWN)
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TREATED OUTDOOR 1-4-P
2X6 Lb/ O010
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MAX.
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OR ALL - THREAD OR E 3 0 WOOD
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w/ Sd 9 4' o.c.
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GUA-RDRAIL DETAIL
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WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS GUARDRAIL DETAIL $2.2
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FLOOR PANEL
EDGE NAILING
2X LEDGER wi (3 )16ci 6 16? 0 c.
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1:11 JOIST SCREW
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WESTERN ARCHITECTURAL i
BUILDING SCIENCE CONSULTANTS LEDGER DETAIL 1 52.3 1
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WESTERN ARCHI'TEC'TURAL, 1 I
BUILDING SCIENCE CONSULTANTS 1 HANDRAIL DETAIL S2,4
2X LEDGER w/
(2 % I6d e EA. STUD.
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WESTERN ARCHITECTURAL, i
BUILDING SCIENCE CONSULTANTS • LEDGER DETAIL f 52.
•
/ CONT. BEAD OF
SEALANT AT BACK
DEMO EXIST. CONC. LIP OF SILL FAN
SLAB REPLACE
WATERPROOFING - - 1,
MEMBRANE : =,. SILL PAN W/ 2" LIP,
3" JAMB RETURNS
NEW CONC. TOPPING FULLY SOLDERED
SLAB / MIN. 3000 PSI BED IN SEALANT
SELF ANERED
�_ MEMBRANE (SAN)
TREMDRAIN 2000 W/
PROTECTION MAT
-
CONT 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: FORTIFLASN
FRONT DOOR THRESHOLD DETAIL
WESTERN JOB NO. 09 -092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2009
10220 S.W. GREENBURG ROAD #12 _
PORTLAND, OREGON 91223 503 / 291 -0 &'5 FAX 503 / 291 -0151
1-1ARDIE PLANK.
SIDING
FORTIFIBER
SUPER JUME3OTEX
WRB
FORTIFLA5H
5ELF AHERED 1
MEMB (SAM)
PRECOATED 24 GA 1
GALVANIZED SHIT
MTL PROTECTION
CONT. STAINLESS
STL. "L" FLASHING
DEMO (E) CONC 1 AGCROSS UJIDTH
SLAB MEMBRANE t
OF ENTRY SLAB
"
1" E
NOTES:
r FLASHING • H . 24 GAUGE STAINLESS
STEEL
TRENDRAIN 2000 w/ SEALANT TFREMCO
PROTECTION MAT DYNONIC FO
TREMPROOF 250 GC
SAM: FORTIFLASH
HIGH BUIL:), 120 MIL.
WATERPROOFING PRIMER
NEMB 111 ON PLYUJOOD
181 ON METAL
DEMO (E) 3/4" PLYWOOD
REPLACE W/ NEW 3/4"
P.T. PLYWOOD
ENTRY STOOP' WALL FLASHING DETAIL
AIL HOLLOW WEST
UJESTERN 305 NO. 09-0S2 DRAWING NO.
ARCI-IITECTURAL DATE MA R 30, 200
10220 SW GREENBURG ROAD 0I25
PORTLAND, OREGON 91223 503 / 291-0&&5 FAX 503 / 291-0151
1 /2" SHEATHING
SIDING: HARDIE PLANK 1 "Z" FLASHING —
I (E) WALL REMOVE HARDIE
PLANK SIDING TO
SUPER JUMBOTEX ORB 1 INSTALL &" BACK
c yu LEG FLASHING
8" SAM OVER FLASHG I
UP UNDER ORB BED IN SEALANT
•
ABOVE
\ 1.•;s'
HOLD HARDIEPLANK 1 ..
SIDING 2" FROM DECK . 1 ;.1
_In
SHORE DECK $ REMOVE — FORTIFLASH (SAM)
DECK LEDGER INSTALL ____ 15T
NEW "Z" METAL FLASHING
ABOVE SIDING LAP NEW
SAM AND INSTALL NEW
LEDGER x
BI
01 2" LAP
� 1
2 x 12 LEDGER SEE G e
STRUCTURAL DETAILS `` V.
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.
SEALANT; TREMCO
DYMONIC FO
SAM: FORTIFLASI-1
AL 1:7ECK. LEDGER FLASHING
HOLL • L WEST
UJESTER1s1 JOB NO. 09 -092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30,200S
10220 S.W. GREENBURG ROAD #125 : > . "
PORTLAND, OREGON 97223 503 / 291 - 0(0(05 FAX 503 / 291 -0151 _ `
\ W 11 CONT. BEA
FORTIFLASH D OF
DO ieo SILICONE
SELF ADHERED SEALANT BACK OF
SILL PAN
NE1 (SAM)
"Z" FLASHING, INTEGRATE
A
WITH REAR SLIDING SILL PAN W/ 2" LIP,
DOOR PAN FLASHING -Ar.. -- 3" JAM E3 RETURNS
'' .,
AS SHOWN 1 j FULLY SOLDERED
t . . . - BED IN SEALANT
L 1 r - 1 1 1 i
I ! !
CONT. BEAD OF
DOW 790 SILICONE
■ SEALANT
■
A a .
DECK LEDGER
SEE STRUC. Pli
FORTIFLASH NOTE
SELF AHERED ALL FLASHING SHALL
MEMB. (SAM) BE 24 GAUGE STAINLESS
STEEL
EXIST. WRB. W/
MIN. 2" OVERLAID SArl SEALANT; TRENCO
DYMONIC FC
SAM: FORTIFLASH
FZEAR DOOR THRESHOLD DETAIL
QUAIL 1-4OLLOLLI i._._'e'r
WESTERN JOB NO. 0S-092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30,2009
_ . _____ ________ 0220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 97223 503 / 291-0&&5 FAX 503 / 291-0757 fl