Permit 71 . _ n CITY OF TIGARD MASTER PERMI
.: COMMUNITY DEVELOPMENT Permit #: MST2009-00108
t G Alkb 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 06/15/2009
T
Parcel: 2S104DA05600
Jurisdiction: Tigard
Site address: 13176 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: $4,503.00 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: $168.13
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 s spended fo
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Cent- • • - rul: s 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 503.24•..69• or 1 : ' . 332.2: • .
1 - 1 ,ilik Issued By: /1 ... _ Permittee Signature: / / . . .., ii /
NV o __ Aiiiii■
B'luild* Permit Application
t : • Residential L ' I . t I U S USL ONLl', c :.,t•,
4
. CI of TI and ' Re ceiv e d 5 ' •c _ t � �� r�l
1 ; ° 13125 SW Ball Blvd.. Tigard. OR 97223 i'.. 2 2 2009 flan Revictr
Phone: 503.639.4171 Fax: 503.598.1960 Date /Bv: Other Permit:
Yj Inspection Line: 503.639.4175 ' Date Rcadv /Bv 65 See Page 2 for
-. - :_'� Internet: wtytt.tigard -orgoy °' Notified /Method: Supplemental Information
.ji :\u DIVISION
TYPE OF WORK • - REQUIRED DATA: 1 -AND 2- FAMILY DWELLING •
❑ New construction ❑ Demolition Permit fees* are hased 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 -I-5414--- y 5O•
® I- and 2- family dwelling ❑ Commercial /industrial
❑ Accessory building ❑ Multi- family Number of bedrooms:
❑ Master builder El Other: Number of bathrooms:
.. JOB SITE INFORMATION AND LOCATION Total number of floors:
Job site address: 13176 Raptor P1. t3' ea 132cP New dwelling area: square feet
City /State /ZIP: Tigard, OR 97223 , Garage /carport area: square Ices
Suite /bldg. /apt. no.: Project name: Quail Hollow West Covered porch area: square Icet
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: COMMERCIAE: USE CHECKLIST
Subdivision: Quail Hollow West Lot no.: Permit fees* are hased on the value of the work performed.
Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) oral!
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 P7' 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: ( 1 New:
® APPLICANT ® CONTACT PERSON NOTICE ..
1usiness name: Western 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 he licensed in the
Address: 10220 SW Greenhurg Rd., Suite 125 jurisdiction in which work is being performed. lithe
City/State/Z11': Portland, OR 97223 applicant is exempt from licensing, the following reasons
apply:
Phone: (503) 297 -0665 Fax:: (503) 297 -0757
E -mail: twendland uwesternarchitectural.com
CONTRACTOR
Business name: Aspen Siding & Windows BUILDING PERMIT FEES* -
Address: 15615 SW 74 Ave., Suite 190 Meuse refer to fee schedule)
Structural plan review lee (or deposit):
City /State /ZIP: Tigard, OR
FES plan review fee (if applicable):
Phone: (503) 624-9060 Fax: (503) 624 -3632
"Total tees due upon application:
CCI3 lic.: 156998
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 I.eisman Date. 01/29/2009 * Fee methodology set by Tri- County l3uilding Industry
Service Board.
l: \Building \Permits \BIJP -RES PermitApp.doc 11/6/07 440- 4613T(1 I /02 /COM /WE13)
I.
STRUCTURAL DETAILS FOR GUARDRAIL
FOSTS AND STRUCTURAL ELEMENTS
ASSOCIATED WITI=4 REPAIRS TO RESIDENTIAL
DECKS AND ENTRY PORCHES. .
d - 8 i7k pli
Prepared for: t; ..i 7L iLl
Quail Hollow West
' eCC: !1
Homeowners Association
e .0 t ti , . ' ,!- . i C t .. ii
I '? C'� Approved [ f
o00�f000�5G`e9��0 000flOifPP9O0
Site address: ( , ) cAb ; Conditionally App v 0 OOO.0000.n [ 3
c Letter tea lFoiloWo ®comemot s�a0000®oo a' j
Quail Hollow West \
Tigard, OR Meth- 4, „0000ce®00000soo Q 3 ,
- 3 f l 7 ' �M E1—:) � Permit Number _ .,__ :_?_ ..„.:17.,,*
.� ...�.,, i 1'
Date: d 2 IC t - 1�E.
Aril l(0 2OOS
Western Arch. Project No.
Oe -092
OFFICE COPY
p r Prepared by Edward W. Crabaugh, P.E.
VOA* , `n 'r F r� -%, " { Western Architectural
4 - 1 ' '' ; 10220 SW Greenburg Rd, Suite 125
WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS Portland, OR 91223 (503) 297- 0(0(05
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
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 H -F unless noted otherwise.
} Nails and fasteners:
All nails shall be common nails with min. Fyb = S0 .si.
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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WESTERN ARCHI'TEC'TURAL. _
BUILDING SCIENCE CONSULTANTS 1 structural notes i S 1.0
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WESTERN ARCHITECTURAL
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WESTERN ARCHI'TEC'TURAL
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TREATED OUTDOOR ±-I-F
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BUILDING SCIENCE CONSULTANTS GUARDRAIL DETAIL 52.1 1
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WESTERN ARCHITECTURAL 1 1
GUARDRAIL DETAIL
BUILDING SCIENCE ENtE CONSULTANTS
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WESTERN ARCHITECTURAL .
BUILDING SCIENCE CONSULTANTS HANDRAIL DETAIL i X2,4
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WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS LEDGER DETAIL # S2.5 1
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^)ent. e: 40120, 70C)`{
CONT. BEAD OF
SEALANT AT BACK
DEMO EXIST. CONC. A LIP OF SILL PAN
SLAB REPLACE
WATERPROOFING r -
MEMBRANE `_; SILL PAN W/ 2" LIP,
y� 3" JAMB RETURNS
NEW CONC. TOPPING F ~ a9 FULLY SOLDERED
SLAB / MIN. 3000 PSI �' BED IN SEALANT
It
SELF AHERED
MEMBRANE (SAM)
TREMDRAIN 2000 W/
PROTECTION MAT 1
CONT. TX4" "L"
TREMPROOF 250 GC FLASHING ACROSS
NIGH BUILD, MIN 120 MIL. WIDTH OF ENTRY
WATERPROOFING SLAB
MEME.
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: F0RTIFLASN
FRONT DOOR T LD DETAIL
;#="'L LA 0L HOLLOW WEST
WESTERN J05 NO. 09 -092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2009
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 91223 503 / 291 -0 & &5 FAX 503 / 291 -0151
HARDIE PLANK
SIDING
1 1
FORTIFIBER
1 SUPER JUI
WRB
FORTIFLASH
SELF AI-IERED 1
MEMB (SA1 1
PRECOATED 24 GA Ig 1
GALVANIZED SHT
MTL PROTECTION
CONT. STAINLESS
STL. "L" FLASHING
DEMO (E) CONC. 1 ACGROSS WIDTH
SLAB MEMBRANE
OF ENTRY' SLAB
g -
I 1
1
1"
1
NOTES:
FLASHING
• 1 24 GAUGE ST,4INLESS
STEEL 1
TRENDRAIN 2000 w/ 1 SEALANT, TRENCO
PROTECTION MAT 1 DYMONIC FO
TREMPROOF 250 GC 1
SAN FORTIFLASI-1
HIGH BUILD, 120 NIL
WATERPROOFING PRIMER
1 1 ON PLYWOOD
151 ON METAL
DEMO (E) 3/4" PLYWOOD
REPLACE W/ NEW 3/4"
P.T. PLYWOOD
,?2,PPrE
ENTRY STOOP WALL FLASHING DETAIL
- HOLLOW WEST
WESTERN J0E5 NO. 0e-092 DRAUJING NO
AIRCWITECTURAL DATE MAR 30, 2009
10220 5.W GREENBURG ROAD *
PORTLAND, OREGON 51223 503 / 251-0&&5 FAX 503 / 251-0151
1/2" SHEATHING
SIDING: HARDIE PLANK •
"Z" FLASHING —
(E) WALL REMOVE HARDIE
PLANK SIDING TO
SUPER JUMBOTEX WIRE 1 INSTALL '" BACK
LEG FLASHING
S" SAI" I OVER FLASH'G
UP UNDER WRB _ BED IN SEALANT
ABOVE
HOLD HARDIEPLANK
SIDING 2" FROM DECK
i
SNORE DECK REMOVE iF FOR TIFLASH (SAM)
DECK LEDGER; INSTALL
NEW "Z" METAL FLASHING
ABOVE SIDING LAP NEW
SAM AND INSTALL NEW
LEDGER
A I
/ l -; a I 2" LAP
2 x 12 LEDGER SEE
STRUCTURAL DETAILS 1
.
1
SIMPSON JOIST HANGER \7" SUPER JUMBOTEX I WRB
SEE STRUCTURAL DTLS
"Z" METAL
"Z" METAL FLASHING FLASHING
NOTE
ALL FLASHING SHALL
BE 24 GAUGE STAINLESS
STEEL SHT. MET.
sp ��_< �, SEALANT TREMCO
DYMONIC FC
SAM: FORTIFLASI —I
TYPICAL DECK LEDGER FLA G
, 0HJAIL HOLLOW WEST
WESTERN JOB NO. 09 -092 DRAWING NO.
ARCHITECTURAL DATE: MIAR 30,200
10220 S.W. GREENBURG ROAD 0125 };
PORTLAND, OREGON 51223 503 / 291- 0(0(o5 FAX 503 / 291 -0151 0 :;_
•
1 \11 CONT. BEAD OF
DOW - no SILICONE
• FORTIFLASH
SEALANT e
SELF ADHE SACK OF
SILL PAN
NEMB (SAM)
"Z" FLASHING INTEGRATE
WITH REAR SLIDING SILL PAN W/ 2" LIP,
DOOR PAN FLASHING • ; 3" JANE, RETURNS
4
AS SHOWN FULLY SOLDERED
BED IN SEALANT
•
GONT .13E4D OF
DOW 150 SILICONE
SEALANT
DECK LEDGER • II
SEE STRUG.
FORTIFLASH NOTE
SELF AHERED ALL FLASHING SHALL
MEN. (SAM) BE 24 GAUGE STAINLESS
STEEL
EXIST. WRB W/
,
MIN. 2" OVERLAID SAN SEALANTTREMCO
DYMONIC FC
SAM: F-ORTIFLASH
FZEAR DOOR THRESHOLD DETAIL
.A,ILI-ziOLLOLU WEST
tuEsTERisi JOB NO. ,oc-0s2 DRAWING NO.
ARcwrrEcTuRAL DATE: MAR 30, 200S
10220 5 UJ. GREENBURG ROAD 0125
PORTLAND, OREGON 51223 503 / 291-0e FAX 503 / 251-0151 ;;: