Permit •
4 CITY OF TIGARD
MASTER PERMIT
74 COMMUNITY DEVELOPMENT Permit #: MST2009 00111
:TIGARD' 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 06/15/2009
Parcel: 2S 104 DA05600
Jurisdiction: Tigard
Site address: 13005 SW SECA 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'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 8 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 • is - spend- • - • - -
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notificatio enter. h.-e ru': , are set forth in OAR
952 -001 -0010 thr ugh OAR 952- 001 -0100. You y obtai a copy of the rules or direct questions to OUNC by calling : .246.66• = or .8 r r.33 %444.
Issued By: ()J 1{ J? Permittee Signature: .41..,:.,'' ; /...),.
.' Builjding Permit Application
Residential l n ��� {`IOROFFICF 11SF O \Ll �� u9
�,
City of Tigard
g MAY 2 2 2009
° 13125 SW Hall Blvd.. Tigard. OR 97223 Pla Re vi� � , T Other Permit: Q Phone: 503.639.4171 Fax: 503.598.1960 Dat �I ` J
l I G A'R n Inspection Line: 503.639.4175 CITY OF TIGARD Dat e _
Date Ready/ RI See Page 2 for
BUILDING Notified /Method: G Supplemental elemental Information
��.��.,:;,�•�r_ >! Internet: wwtv.l or.�oy �Vd���i4V� ��tr���� ✓e�� 11
TYPE OF WORK . REQUIRED DATA: 1- AND 2- FAMILY DWELLING. •
❑ New construction ❑ Demolition Permit tees* 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: •ltSSNi-' SC) 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:
lob site address: 13005 Seca Ct. 15 � 13025 'W, / t3 New dwelling area: square feet
Cite /State /ZIP: Tigard, OR 97223 [SOBS„ 1 3c 5, 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 01110 Raptor PI. Other structure area: square feet
REQUIRED DATA: COMMERCIAL CHECKLIST
Subdivision: Quail Hollow West 1.ot no.: Permit fees* are based on the value of the work performed.
Indicate the value (rounded to the nearest dollar) of all
1 ax 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:
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
Iusiness name: Western Architectural All contractors and subcontractors are required to he
Contact name: "Theodore Wendlaod licensed with the Oregon Construction Contractors l3oard
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 /ZIP: Portland, OR 97223 applicant is exempt from licensing, the following reasons
apply:
Phone: (503) 297 -0665 Fax: : (503) 297 -0757
E - mail: t wendlandnwesternarchitectural .com
CONTRACTOR ..
Business name: Aspen Siding & Windows BUILDING PERMIT FEES* •
Address: 15615 SW 74'" Ave., Suite 190 (Please refer rojeeschedu(e)
Structural plan review fee (or deposit):
City /State /ZIP: Tigard, OR
FLS plan review fee (if applicable):
Phone: (503) 6249061) 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 "l ri- County Building Industry
Service Board.
I:A13uilding \Permits \131JP -RFS PermitApp.doc 11/6/07 440- 4613T(11/02/COM /WE
it
STRUCTURAL DETAILS FOR GUARDRAIL
POSTS AND STRUCTURAL ELEMENTS
ASSOCIATED WITH REPAIRS TO RESIDENTIAL
IDECKS AND ENTRY FORC 4ES.
1° - cry
( 17l pc
Prepared for: i *i 7L t.,k
Quail Hollow West CDC; i l
Homeowners Association
1 1C4 It / /l, f44Q xe QTY O ' � G tfi��e�i1�y
i 03l. �l " J c - �3� -Y v i`5Ylloved o°° s T).0 a .0.-c- .....6°�° ib . C
Site address: , Conditionally Ap, ; O ,° °, a �� E B
d am% � � - ;fir to: 1i ollow
Quail Hollow West C ,Pt. aa°(?�°°9D0°G°6° °�,
l ter_ Attached
Tig ard, OR °" ° �" ° °
g '31 l7 , MEA?i.� 60 Pernik Numb A. jr_..: . ' 6....._ 7; I `i"
t 3 Cr) i iA
Date: _
April 16, 2OOe
( 30 ....,�C
Western Arch. Project No.
09 -092
1 �
OFFICE COPY
' -4 . ) j�t ■ %9.,, 7 Prepared by Edward W. Grabaugh, P.E.
S t il e +€ t � 'qua •
� , y � , R '. �x. + r v : # Western Architectural
l . 0.S "� � } T�`. � f`�. 5�5`�i( � .. l
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10220 SW Greenburg Rd, Suite 125
WESTERN ARCHITECTURAL O
d
P R '31223 (503) 2g1- O(o(o5
BUILDING SCIENCE CONSULTANTS 1
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 1-1em -Fir or Douc -Fir, No. 2 or better.
All other sawn lumber shall be treated outdoor N - unless noted otherwise.
I I
Nails and fasteners:
i 1
All Waits shall be common nails with min. Fyb = 90 ksi.
411 bolts and threaded rods shall be 4301 or better.
Pre -drill 10% of shank diameter For all lag screws.
A11 mfr'd metal connection hardware shall be by Simpson Strongtie lJNO
and installed per specifications provided by manufacturer.
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WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS structural notes 5 1,0
•
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ALIGN NEW GUARDRAIL
POSTS w/ EXSTG JOISTS
r. TO ACCOMMODATE DETAIL 1.
le \sue AA- T - 6' MAX y 2'-O
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� EXSTG 4X10 BEAM �' INCLUDE WING WALL
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- - - ;/ BOTH SIDES, OR NONE.
1, T ,�gTS . / INSTALL NEW GUARD -
G, � EX v+ RAIL POSTS ACCORD-
Q INGLY, BASED ON
� ` \ �r � CONDITION SHOWN
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April I(o 2009
WESTERN ARCHITECTURAL j
BUILDING SCIENCE CONSULTANTS DECK FRAMING PLAN I S 11
1
ALIGN NEW GUARDRAIL
,
-1-- POSTS w/ EXSTG JOISTS
TO ACCOMMODATE DETAIL I.
G am` Q + / = 1
N9,
,,;� N EXSTG WING WALL.
O
L ST o 0 ;o. CONFIGURATIONS
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BOTH SIDES, OR NONE
�p \5 /I INSTALL NEW GUARD-
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GORD-
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WESTERN S H ER � ARCH& H EC'I URAL i
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WESTERN ARCHITECTURAL
1 ,
BUILDING SCIENCE CONSULTANTS PORCH FRAMING FLAN
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E� TREATED OUTDOOR 1-4-F
r o 2Y,6 TOP RAIL
w/ (2) 010 X 4" SCREWS
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MITER 45 e CORNERS
TREATED OUTDOOR l-4-F
2X4 w/ (3) 010 X 4°
SCREWS 9 EA. 4X4 POS-
TREATED OUTDOOR N-=
P.T. 4X4 2X2 BALUSTRADES
GUARD- 9 5 o.c. USE 'S SCREW
S RAIL X 2 -1/2 LONG TOP 4. BTM.
ifl POST (SCREWS NOT SHOWN)
TfREATED OUTDOOR 4 -F
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WESTERN ARCHITECTURAL i
BUILDING SCIENCE CONSULTANTS i G UARDRAIL DETAIL � 52,1
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TREATED OUTDOOR I-1-F
r 2X6 TOP RAIL
w/ (2) *10 X 4' SCREWS
<4, EA. 4X$ POST.
MITER 45 e CORNERS
TREATED OUTDOOR H -F
2X4w/(3)010X4'
• SCREWS e EA. 4X4 POST
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P.T. 4X4 2X2 BALUSTRADES
GUARD - e 5" c.c. U5E 08 SCREW
RAIL X 2 -1/2 LONG- TOP * BTM.
POST (SCREWS NOT SH0WN)
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ior • Quail Hollow West I April 16, 2009
WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS I GUARDRAIL DETAIL $2.2
( IOd e 6" o.c.
{ FLOOR PANEL
EDGE NAILING
2X LEDGER w/ ( 3) I6d 6 16 o.c.
2X OR 1 -3/4" L5L AND (I) I /2" DIA. X 4 -1/2 LONG LAG
• RIM JOIST SCREW i6` o.c
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! REMOVE SIDING FOR LEDGER !
ATTACHMENT. DO NOT APPLY
LEDGER OVER SIDING
N.
EXTERIOR U)ALL SHT'G-
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WESTERN ARCHITECTURAL (
i BUILDING SCIENCE CONSULTANTS LEDGER DETAIL f
,- 1-1/2" cuR.
1
TREATED OUTDO C .__ 1
--- 2" DIA. CONTINUOUS
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- ' HANDRAIL ONE SIPE
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WESTERN ARCHITECTURAL I t
BUILDING SCIENCE CONSULTANTS ! i DETAIL
1 52.4 1
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WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS LEDGER DETAIL 1 $2.5 1
J
OP:I(,L�..c* 4v 2C 7,(
..
CONT. BEAD OF
SEALANT AT BACK
DEMO EXIST. CONC. i LIP OF SILL FAN
SLAB REPLACE
WATERPROOFING r - --
MEMBRANE : F +. 4 -+" FULLY SOLDEED
.r BED IN SEALANT
SLAB / MIN. 3000 PSI 4
1' . I , i I
. 11
1 m SELF ANERED
r MEMBRANE (SAM)
:: 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: FORTFLASH
FRONT POOR TI4RESHOLD DETAIL
AIL
aJH JOB NO. 09 -092 DRAWING NO.
ARCGTUR4L DATE: MAR 30, 2009 3
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 97223 503 / 291 -0%(05 FAX 503 / 297 -0757
H1ARDIE PLANK
SIDING
FORTIFIBER
SUPER JUMBOTEX
WRB
• I
F0TIFL45 1
SELF AHERED • I .
MEMB. (SAM)
PRECOATED 24 GA I
GALVANIZED SHT.
MTL PROTECTION
CONT. STAINLESS
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DEMO (E) CONC. 1, : STL. "L" FLASHING
ACCROSS WIDTH
SLAB MEMBRANE . 1 OF ENTRY SLAB
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NOTES:
1 . FLASHING:
• 2 4 GAUGE STAINLESS
• I • STEEL
TRENDRAIN 2000 w/ SEALANT TREMCO
PROTECTION MAT
.1 DYMONIC FO
TREMPROOF 250 GC SAM: FORTIFLASH
HIGH BUILD, 120 MIL.
WATERPROOFING PRIMER:
MEMB.. 111 ON PLYWOOD
131 ON METAL
DEMO (E) 3/4" PLYWOOD
REPLACE W/ NEW 3/4"
P.T. PLYWOOD
ENTRY STOOP WALL FLA5I4ING DETAIL
QUAL HOLLOW WEST
WESTERN JOB NO. 0e-oe2 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 200
10220 S.W. GREENBURG ROAD 4*125
PORTLAND, OREGON 31223 503 / 291-0&&5 FAX 503 / 29-1-0151
. ,
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1
N/ 1/2" SHEATHING
•
SIDING: HARDIE FLANK
1 "Z" FLASHING -
I (E) WALL REMOVE HARDIE
I, PLANK SIDING TO
SUPER JUMBOTEX LURE 1h INSTALL &" BACK
LEG FLASHING
8" SAM OVER FLASH'G - I
UP UNDER WRB BED IN SEALANT
J
ABOVE
lug
HOLD HARDIEPLANK 1 iI •
SIDING 2" FROM DECK • 1 ;,, •
_t „I
SHORE DECK 4 REMOVE �- ''”
DECK LEDGER; INSTALL � ;:; FORTIFLASN (SAM)
NEW "Z" METAL FLASHING
ABOVE SIDING LAP NEW
SAM AND INSTALL NEW 'I N II, "
LEDGER
B 1
Aid AI
I 0 1 2" LAP
k AI
2 x 12 LEDGER SEE _ __- e
STRUCTURAL DETAILS j 1
SIMPSON JOIST HANGER
SUPER JUMBOTEX
SEE STRUCTURAL DTLS WRB
"1 METAL
"Z" METAL FLASHING FLASHING
NOTE
ALL FLASHING SHALL
BE 24 GAUGE STAINLESS
STEEL SHT. MET.
gip_.- g k i � r i I I
_.„ i gr 7:Q. � f . SEALANT TREMCO
DYMONIC FC
SAM: FORTIFLASH
" GAL DECK LEDGER FLAMING
WESTERN JOB NO. -0 DRAWING NO.
ARGIL DATE: MAR 30, 2009 Par
10220 S.W. GREENBURG ROAD #125 • w
PORTLAND, OREGON 9 503 / 291- 00(05 FAX 503 / 291 -0157 �'-
. .
CONT. BEAD OF
DOUJ 190 SILICONE
FORTIFLASIH
SELF ADHERED SEALANT BACK OF
SILL PAN
MEMB. (SAI
Z FLASHING, INTEGRATE
WITH REAR SLIDING A SILL PAN W/ 2" LIP,
DOOR PAN FLASHING 3" JAMB RETURNS
''
AS SIHOWN FULLY SOLDERED
ED IN SEALANT
- -
0 . 7 1 . s E3 0 E t L c O o F NE
SEALANT
40111111111111111.1.
el
DECK LEDGER
SEE STRUC, -
FORTIFL,4SH NOTE
SELF AHERED ALL FLASHING SHALL
1 (SAM) E3E 24 GAUGE STEEL STAINLESS
EXIST. W. W/
SEALANT; TREMCO
MIN. 2" OVERLAID SAM
DYtiONIC FC
SAM: FORTIFLASH
REAR DOOR MIRE51401-1, PETAL
WESTERN JOB NO. 09-092 DRAWING NO.
ARCHMECTURAL DATE: MAR 30, 2009
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 91223 503 / 291-0&&5 FAX 503 / 291-0151
-;:t