Permit j , 7
" :'" - - MASTER PERMIT
� - CITY OF TIGARD
'�. .... is ;' ' COMMUNITY DEVELOPMENT Permit #: MST2009 -00119
:TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 06/15/2009
_ Parcel: 2S104DA05600
Jurisdiction: Tigard
Site address: 13021 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: $18,012.00 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: $436.50
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all o • applicable law. All . ork will
be done in accordance with approved plans. This permit will expire if work is not started within 180 days o ' . - ice, or if •rk is s • •e. or more the 180
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility •otifcation C= 1. ho w rules are set forth in OAR
952- 001 -0010 through OAR 952- 001 -0100. You may obtain Id a copy of the rules or direct questions to OUNC : calling 503.2 • • • • ,. /• 1. : x. 32.2344.
Issued By: �V ( 9 Wk l� Permittee Sign- ure: /j % % / / ��/
r
Building Permit Application ,=`'T E C
' d �
cc �j�n r frs � 1 t:� -C� rt
Residential 2 a FoR Orl ICF USF ONl
-- MAY 2 2009
C Ir a of Tigard , Permit No. ryvki •o GU (•
13125 SW (fall 131'4.. Tigard. OR 97223 (+ � �f O� � { 4 ( plan Revrc" G IN c C 1 1 TO "' 1 • Other Permit:
I hone: 503.639 4171 Fax: 503.598.1)6(1 p Date /Ov
_T(GARD Inspection Line: 503.639.4175 BUILDING O9V'IS!Gid Date Ready/13v: See Page 2for
Internet: www.tiaard- or.eov Notified /Method: Supplemental Information
TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILYDWELLING
❑ New construction ❑ Demolition Permit fees* are based on the value oldie work perfbrmed.
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.
® I- and 2-family dwelling Valuation: - SD �Z
? ❑ Commercial /industrial
❑ Accessory building ❑ Multi - family Number of bedrooms:
❑ Master builder ❑ Other: Number of bathrooms:
.1013 SITE INFORMATION AND LOCATION Total dumber of floors:
Job site address: 13021 Raptor PI A? 2 :33 ) 1 3(1 1 45 L�C9 , 1:2)G(0-71 �'3C17Q New dwelling area: square feet
City /State /ZIP: Tigard, OR 97223 X30 Ali p QQq 13161, 13 1 k 13123 Garage /carport area: square feet
Suite /bldg. /apt. no.: Project name: Quail Hollow West t '7 O I �C� 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 Lot no.: Permit fees* are based on the value of the work pertbrmed.
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 entry stairs. Brace and detach rear balcony and replace Existing building area: square leer
ledger with PT 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/ZIP: misting:
Phone: (503) Fax: ( ) New:
APPLICANT ® CONTACT PERSON
NOTICE
Business name: 11'estern Architectural All contractors and subcontractors are required to he
Contact name: Theodore W'endland licensed with the Oregon Construction Contractors Board
under ORS 701 and may he required to be licensed in the
Address: 10220 SW Greenburg Rd., Suite 125 jurisdiction in which work is being perlbrmed. 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 twendlanda )westernarchitectural.com
CONTRACTOR
13usiness name: Aspen Siding & Windows BUILDING PERNIIT FEES*
Address: 15615 SW 74' ANT., Suite 190 (Please refer m fee schedule)
Structural plan review fee (or deposit):
City /State /ZIP: Tigard, OR
FI..S plan review fee (if applicable):
Phone: (503) 624 -9060 Fax: (503) 624 -3632
CCl3 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: And Leisman Date: 01/29/2009 * Fee methodology set by Tri- County Building Industry
Service Board.
1:AI3uilding \Permits \I3IJP -RES PermitApp.doc 11/6/07 440- 4613T111/02/COM /WEB)
STRUCTURAL !DETAILS FOR. GUARDRAIL
POSTS ANC) STRUCTURAL ELEMENTS
ASSOCIATED UJITI=4 REPAIRS TO RESIDENTIAL
DECKS AND ENTFRsi PORCHES. .
k i 7
Prepared for- 1 2 )
Quail West
'3 1 cc-,
Homeowners Association
C 1 - 14 7' G,
'3C-6/5 Appr
Site address: cisi)b Conditionally Approved...0.0.4
see Letter
Quail Hollow West 1.?„.(c) "?-7 : Follow
Attagheil,04.0.0.00e4.0E
Tigard, OR
k - 311,7 'MES-zuK3 ?mit liktumberA,L..,
k i CL. 1 .75 Li By:
Date: 2`-tC)
April 16,, 2ooe
• 2_tz._
'30
Western Arch. Project No.
09-092
OFFICE COPY
r r F'repared by Edward UJ. Crabaugh, P.E.
w
:
'-ovrtitiff 'Owe
4 ai Western Architectural
- e.te.t.' ; ;44f"riala 10220 SW Greenberg Grcnbur d. Suite 125
WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS . Portland, OR S1223 (503) 291-0&65
1
( STRUCTURAL NOTES
Existing Conditions:
Contractor shall verify all existing conditions, dimensions
and elevations, and notify the engineer or any discrep-
ancies from conditions s hown in the drawings prior to
starting work..
Temporary Shoring:
Contractor shall be responsible for any temporary shoring
required to provide stability during the course or wont.
Sawn Lumber:
All guardrail posts shall be pressure - treated 1-lem -Fir or Doug - Fir, No. 2 or better.
All other sawn lumber shall be treated outdoor N -F unless noted otherwise.
9 � �
t !
Nails and fasteners:
All nails shall be common nails with min. Fyb = l.si.
All bolts and threaded rods shall be 4301 or better.
Pre -drill 10% or sham.k, diameter for all lag screws.
All mrr'd metal connection hardware shall be by Simpson Strongtie UNO
and installed per specifications provided by manufacturer.
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WESTERN ARCHITECTURAL
5 1.0
BUILDING SCIENCE CONSULTANTS , structural notes 1
'
. .
,
I ALIGN NEW GUARDRAIL
I A TO ACCOMMODATE DETAIL I.
CI 0 CI CI 7 , r CONFIGURATIONS
INSTALL NEW GUARD- 1
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11 i
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WESTERN ARCHITECTURAL i I
" BUILDING SCIENCE CONSULTANTS 1 IDEcK FRAMING PLAN 9 1.1 1
f ,
ALIGN NEW GUARDRAIL
G •
,. POSTS w/ EXSTG J015T5 •
.. .\.0 TO ACCOMMODATE DETAIL 1.
+ sue � \
G o�X j C —Oj•
- - EXSTG WING WALL.
'A\ S ' 0 0 >I CONFIGURATIONS
I - W I EXSTGs 4XIO ^ /! - F INCLUDE WING WALL
',\ d 2X6 /1 RIGHT SIDE, LEFT SIDE,
•
f' BOTH SIDES, OR NONE
PP-s' !I INSTALL NEW GUARD -
G � A S V l " b vi RAIL POSTS ACCORD-
'P\'. INGLY, BASED ON
V <'o\t I CONDITION SHOWN
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I WESTERN ARCHITECTURAL
I
BUILDING SCIENCE CONSULTANTS I DECK FRAMING PLAN 1 312 {
1
y ALIGN NEW GUARDRAIL
G \� POSTS w/ EXSTG JOISTS
'j ) 14\ TO ACCOMMODATE DETAIL I
t
O�X� �1 ', +/-
oX
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0 0 0
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WESTERN ARCHITECTURAL 1
_ u BUILDING SCIENCE CONSULTANTS i DECK FRAMING PLAN i S 1.3
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WESTERN ARCHITECTURAL 1
1
BUILDING SCIENCE CONSULTANTS SCIEN CONSULTANTS 1 PORCH FRAMING FLAN 51.4
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ISM TREATED OUTDOOR 1-4-F
lows A 2X6 TOP RAIL
w/ (2)010X4"SCREWS
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MITER 45 a CORNERS i
TREATED OUTDOOR N-F
2X4 w/(3) aIO X 4' f
SCREWS e EA. 4X4 POST i
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I TREATED OUTDOOR N-=
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i SCREWS a EA. 4X4 POST
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{ BUILDING SCIENCE CONSULTANTS GUARDRAIL DETAIL 1 52.1 1
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: . MEM • TREATED OUTDOOR I-1-F
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cf) FOST (SCRELUS NOT 51-10UJIND
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WESTERN ARCHITECTURAL 1
i
SCIENCE CONSULTANTS GUARDRAIL DETAIL 92.2
BUILDING i
----
c.c.
FLOOR PANEL
EDGE NAILING. —
. ,
2X LEDGER Lii ( 3)166 6 1C;; c.c.
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2X OR 1-3/4" L5L AND ( I )1/2 DIA. X 4-1/2 LONG LAG
RIM JOIST .. SCREW 6) 1&" c.c.
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JOIST HANGERS
1 •
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ATTACIAMENT. DO NOT APPLY
• ,. LEDGER OVER sir)Na
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EXTERIOR WALL SI-ITG i
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WESTERN ARCHITECTURAL i
i
BUILDING SCIENCE CONSULTANTS I LEDGER DETAIL 92.3
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- I -1/2' CLR
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TREATED OUTDOO / i 2 "DIA. CONTINUOUS
y-?= 2X6 TO RAIL _T HANDRAIL ONE SIDE
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S EA. 4X4 POST.
N.,
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G-UARD-
1 RAIL
POST TREATED OUTDOOR -1 -1=
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'4. X 2 -1/2" LONG TOP 4 BTM.
(SCREWS NOT 5HOWN) Q
TREATED OUTDOOR H -=
2X4 TOP 4 B`+ M
4 e HANDRAIL BRKTS,
w/ cv eolO X 4 SCREWS
' EA. 4X4 POST
ili
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WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS HANDRAIL DETAIL = S2.4
2X LEDGER w/
(2 )16d 'd EA. 5TUD.
i•
‘1\
SIMPSON LUS26
JOIST INANG-ERS
REMOVE SIDING =OR LEDGER
ATTACHMENT. DO NOT APP121
LEDGER OVER SIDING
EXTERIOR WALL SHTG
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Quail I follow West i April 1(0, 200
•
WESTERN ARCHI'TEC'TURAL,
BUILDING SCIENCE CONSULTANTS LEDGER DETAIL 52,5
L',0117:4-A 7 O. 1
Or)tc?,dt ,6:01 20 2L, ?`✓ �s
r
CONT. BEAD OF
/ SEALANT AT BACK
DEMO EXIST. GONG. LIP OF SILL PAN
SLAB REPLACE
WATERPROOFING --
MEMBRANE ■= SILL PAN W/ 2" LIP,
` 3" JAMB RETURNS
NEW GONG. TOPPING '°'° FULLY SOLDERED
SLAB / MIN. 3000 PSI �' BED IN SEALANT
6
va J e J
� — SELFANERED
1171 MEMBRANE (SAM)
TREMDRAIN 2000 W/
PROTECTION MAT
CONT. 7" X 4" "L"
TREMPROOF 250 GC FLASHING ACROSS
HIGH BUILD, MIN 120 MIL. WIDTH OF ENTRY
WATERPROOFING SLAB
MEMB.
NOTE
a) 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 ' ®®R TW L1, PETAL,
{ 6 4 - -' L WEST
WESTERN JOB NO. 09 -092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2009
10220 S.W. GREENBURG ROAD *125
PORTLAND, OREGON 91223 503 / 29 FAX 503 / 291 -0151
HARDIE PLANK
SIDING
11 1
1
1 FORTIFIBER
SUPER JUMBOTEX
WRB
....,
FORTIFLASH 1
SELF AI-IERED 1
MEMB (SAM) 1
PRECOATED 24 G,4 I
GALVANIZED SHT. 1
MTL PROTECTION 1
CONT. STAINLESS
- , 1
STL. "L" FLASHING
DEMO (E) CONC
' I ACCROSS WIDTH
SLAB MEMBRANE OF ENTRY SLAB
- 1
, 1
NOTES
r :
i FLASHING
•1 24 GAUGE STAINLESS
1 STEEL
1
TRENDRAIN 2000 w/ 1 SEALANT, TRENCO
PROTECTION MAT 1 DYMONIC FO
TREMPROOF 250 GC _X\_. SAN FORTIFLASH
HIGH BUILD, 120 MIL.
WATERPROOFING PRIMER
MENB 111 ON PLYWOOD
ISI ON METAL
DEMO (E) 3/4 PLYWOOD
REPLACE W/ NEW 3/4"
IP T PLYWOOD
:,, ',:./-.,.,
ENTRY STOOP WALL FLASHING DETAIL
QUAL •-.,-*LLOLIJ WEST
WE JOB NO. 09-0S2 DRAWING NO.
ARCI-NTECTURAL [D4TE: MAR 30, 200 e
‘ 4 ,4'
5 •-,,; .1,,
02 2 0 S.W. GREENBURG ROAD 0125 •:;i0t4''
PORTLAND, OREGON 91223 503 / 291-0&&5 FAX 503 / 291-0751
1/2" SHEATHING
SIDING: HARDIE PLANK •
"Z" FLASHING —
(E) UJALL REMOVE NARDIE
i • PLANK SIDING TO
• SUPER JUMBOTEX WRB i, INSTALL &" BACK
LEG FLASHING
8" SAM I OVER FLASH'G t UP UNDER WRB • BED IN SEALANT
�;
ABOVE
HOLD NARDIEPLANK
SIDING 2" FROM DECK i
• SNORE DECK $ REMOVE FORTIFLASH (SAM)
DECK LEDGER; INSTALL I
NEW "Z" METAL FLASHING
ABOVE SIDING LAP NEW
A
SAM AND INSTALL NEW
LEDGER
f`" I a , •
a
a i 2" LAP
/
411 a
2 x 12 LEDGER SEE STRUCTURAL DETAILS , :\"1----\\--
SIMPSON JOIST HANGER
SUPER JUMBOTEX
SEE STRUCTURAL DTLS ORB
"Z" METAL
"Z" METAL FLASHING FLASHING
NOTE
ALL FLASHING SNALL
BE 24 GAUGE STAINLESS
STEEL SNT. MET.
SEALANT TREMCO
D1'MONIC FC
SAM: FORTIFLASH
1 t 1 ® ICAL DECK LEDGER FLASHING
1=1OLLOW
WESTERN 305 NO. 03-092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 200
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 51223 503 / 2S1- 0(0(05 FAX 503 / 251 -0151
, .
1 .' , ,r- ,. . - _ - :- ,- :-_ - -.:.!!:- - -'.:,.r4. - i• 'L! ':'.
1 ::.:., ,:.-:;- ,.f.'i- `;':....1:, : ■;,
1\1 CONT. BEA
FORTIFLASH D OF
DOUJ 190 SILICONE
SEALANT BACK OF
SELF ADHERED
SILL PAN
NEMB. (SAM)
"Z" FLASHING, INTEGRATE
WITH REAR SLIDING . SILL PAN UJ/ 2" LIP,
DOOR PAN FLASHING 1..1
.—ii11_ - .3" JAM B RETURNS
' 01111111.11. .-,
AS SHOWN FULLY SOLDERED
.. 2 •
y
BED IN SEALANT
• ) .
CONT. BEAD OF
DOW 150 SILICONE
SEALANT
•
DECK LEDGER e I
a
SEE STRUC. ,7
FORTIFLASH NOTE
SELF ANERED ALL FLASHING SHALL
NEMB. (SAM) BE 24 GAUGE STAINLESS
STEEL
EXIST. WRB. W/
SEALANT; TRENCO
MIN. 2" OVERLAID SAM
DYMONIC FC
SAM: FORTIFLASH
REAR TOO THRESHOLD DETAIL
QUAIL .1-101.1.0....'.,' WEST
uesTERN JOB NO. C: DRAWING NO.
ARCHITECTURAL DATE: NAR 30,2005
, .4 1 ,■ . .i
10220 S.W. GREENBURG ROAD
PORTLAND, OREGON 51223 503 / 291-0&&5 FAX 503 / 21-0151
0 tfali4:'