Permit -. i.
.:
111 CITY OF TIGARD MASTER PERMIT
COMMUNITY DEVELOPMENT Permit #: MST200900109
TIGARD, 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 06/15/2009
Parcel: 2S104DA05600
Jurisdiction: Tigard
Site address: 13100 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: $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, 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 a•plicable 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 .pended for ore the 180
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification 'enter. hole - - set forth in !AR
952 - 001 -0010 thr•ugh OAR 952- 001 -0100. You may obtain a copy of the rules or direct questions to OUNC by calling 50.. 46.6699. :0 '..33. 4. /
Issued By: a .4/ 1.AA. i Permittee Signature: // iii/.'
W _
re
' Bu iing Permit Application
r --- K r ,. ,„ ♦ +2 ,, ,`,. f'� F. . i ', P S „, M -rc ran+'t i
Residential t Y '`
�. a�,c�� �� erg �� �,�'HOR O USE ONI 1 � t +: vi. w .t .,� s
r + y / �—
d , City of Tigard M P No •
° 13125 5W Hall Blvd.. Tigard. OR 97223 MAY 2 e� 200 flan K ie c ®�
y " 0 Phone' 503.639.4171 Fax: 5(13.598.1960 M Date /I3.. �" Other Permit.
h;=
31G G A D Inspectio Lin 503.639.4175 p Date Ready/By: /Ba. ®Sec Page 2 for
`.� ", Internet': �sws� tigard- or.goy ;/ t_., •e Ila�s � Notified /Method: Supplemental Information
. t pee, fiVIRIO�ttR
•
TYPE OF WORK REQUIRED DATA: 1,, AND 2- FAMILY DWELLING
❑ New construction ❑ Demolition Permit tees* are based on the value of the w ork 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.
® I- and 2- family dwelling Valuation: - S1-54.1. I,C)
❑ Commercial /industrial
❑ Accessory building ❑ Multi - family
Number of bedrooms:
El builder ❑ Other: Number of bathrooms:
. • JOB SITE INFORMATION AND LOCATION - total number of floors:
Job site address: 13100 Raptor PL l r611- 1 1 1.2 t.1. 1 \,313LA 1 1314 D New dwelling area: square feet
City /State /ZIP: Tigard, OR 97223 13 1 50r 131 l4:2_. 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 Lot 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 u? entry stairs. Brace and detach rear balcony and replace Existing building area: square feet
ledger with 1'T 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: (5(13) Fax: ( ) New:
® APPLICANT ® .CONTACT PERSON' .
NOTICE
Business name: Western Architectural All contractors and subcontractors are required to he
Contact name: Theodore N'endland licensed with the Oregon Construction Contractors Board
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. 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: twendlandr&westernarchitectural .com
• CONTRACTOR
Business name: Aspen Siding & Windows BUILDING PERMIT FEES*
Address: 15615 SW 74' Ave., Suite 190 (Please refer to fee schedule)
Structural plan review fee (or deposit):
City /State /ZIP: Tigard, OR
FLS plan review fee inapplicable):
Phone: (503) 624 -9060 Fax: (503) 624 -3632
Total fees due upon application:
CCB 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 Leisman Date: 01 /29/2009 * Fee methodology set by - 1'ri- County Building Industry
Service Board.
I:Al3uilding \Permits \BUP -RES PermitApp.doc 11/6/07 440- 4613T( I I /02 /COM /N'EB)
•
STRUCTURAL DETAILS FOR GUARDRAIL
POSTS AND STRUCTURAL ELEMENTS
ASSOCIATED WITH REPAIRS TO RESIDENTIAL
DECKS AND ENTRY PORCHES.
(
Prepared for: 7L,
Quail Hollow West
Homeowners Association
.C`- I C'• it 4094 TEG 6,
-3C5CY App-ived
Site adciress: cis Conditionally Approved.... E
Quail Hollow West '2(c
• See Le t ta:
Tigard, OR Attached. . §
I '3 k 7 'IMEP-Lif Permit Nutnherec,
C<
Ily: te:M[aM
k 1/1
Date: 2 c (C) 13E-1
April 167, 2009 1
Western Arch. Project No.
09-092
OFFICE COPY
,4114: ; 4..0 Irar„ Prepared by Edward Crabaugh, P.E.
44:P -00 -
Western Architectural
10220 SW Greenburg Rd, Suite 125
WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS Portland, 01223 (503) 291-0(905
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 Hem -Fir or Doug -Fir, No. 2 or better.
All other sawn lumber shall be treated outdoor 1-I-F unless noted otherwise.
Nails and fasteners:
All nails 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.
All mfr'd metal connection hardware shall be by Simpson Strongtie UNO !I
and installed per specifications provided by manufacturer.
i ff l A , ., SW.,
4
fit tt ,.1 .,
` .
q P , , . . . y : ` s # t F M R ' . art' A . . . - - , , , t w _ _ _ _ ! s ` , f . , , , , , s : ' R i i z ' A 1 E : n , 4 : = • : i , ' . .... •.1
1 �
I }
� t
1 I
'' 4 w v M � iN 09 -092 EC
v� , -" a . - 'I v4 i Quail Hollow West April 1(0, 2009
WESTERN ARCHITECTURAL ! f
} BUILDING SCIENCE CONSULTANTS ( structural notes S 1.0
. ,
qv'
ALIGN NEW GUARDRAIL
POSTS w/ IEXSTG JOISTS
At.../0 TO ACCOMMODATE DETAIL I.
„ -'--1- SPCG I +/-'
c.,•5” ExerG WING WALL II
• v . i
' MA 0
0 0
.-- . ; , :,..
1-1 '/ • CONFIGURATIONS
(
i _____ n
CONFIGURATIONS (-- 2 Xe, i EXST'G 4xio )2SEAM
1 in In ri .
V
I / i INCLUDE UJING WALL
RIGHT SIDE, LEFr siDE,
— - - BOTH SIDES, OR NONE.
.-...._ - --- .. I/
... INSTALL t•IELIJ GUARD-
kr! RAIL POSTS ACCORD- 1
INGLY, BASED ON
-
CONDITION SHOWN. 1
- - -
5 ■
'
/
1 1
\\\- \ \ \ \
‘.., . . •
20-0"
1
i
I
1
I
1 I
1 i
I
1 ;
( /A.
• ti.
1 3
1 ' .,.. — . . ,
',-• 4 1111. ,,. . ( . ,,' ,,„-' L ' -- 111 ih: ,,, .' '.. I:
...uturga
1 1 I
1 , G. 4!
1
\ 91 1 20 FT. )< 5 FT. 1:)ECKS 1
1
.„...,..
e. I "
1 ,
— - - - i
I !
11 ..t , Jti *..,t,foirii. -. a6.‘ w4,1.4..--...- t 1
i Ni .1:L 41 * '''. V aV ? 4441 ' ' ■
i 1' g ;"?.! , , . t7 t '''k:: t. ' "-e• . t 'AO " ' - r, ' Quail Hollow West 1 April 10, 200S 1
1 I
1 WESTERN ARCHITECTURAL 1 i
BUILDING SCIENCE CONSULTANTS DECK FRAMING PLAN 1 9 11
i 1
qv
i
ALIGN NEW GUARDRAIL
\ . POSTS w/ EX5TG JOISTS
1\1 TO ACCOMMODATE DETAIL 1.
AO\. � \ � :', -' - - EXSTG WING WALL.
tS\
I L T• o o Rio CONFIGURATIONS
-- - °I EXSTG 4X1O ^ /i T INCLUDE WING WALL
cEW d 2Xe = /! RIGHT SIDE, LEFT SIDE,
/' BOTH SIDES, OR NONE
j J ' / /i INSTALL NEW GUARD -
\�� ��� ! ty_r RAIL POSTS ACCORD -
ti b INGLY, $ABED ON
4 �A \* CONDITION SHOWN
O 57
s��. d 2X6 /
L. \ \ \ \ \ \ \\ \ \ \\
/0 '
10-0"
I i
_
fit `%„= ' _
. 1.111111" , t t .
•
• ', i ` ` • h I 11, y • ,, I
. ns n. n ..E... ttL'.. i--> dI iIC; Y? 2i ti' l .^.Y1.4iSS"Yd131xYY.1t
i t 1`' ` y' 10 FT. X 5 FT.
1y .-
i
��r ,� �, f� ,
1 '�" i:"i : t `� k �, M kt., St*,; $ ' �
I 09 -02
k r S . i
,, a �. r i iwt ra - t °r i in _
. x nh j' ► j April fro, 2009 1
a a x Quail Hollo Wes
WESTERN �' �2N ARCM I'EC TURAL,
4
I
j BUILDING SCIENCE CONSULTANTS DECK FRAMING PLAN I 31.
. . ,
......1........■....-r-i........
ALIGN NEW GUARDRAIL
Glix -I-
\ o■ POSTS u.t/ EXSTG JOISTS
TO ACCOMMODATE DETAIL I
(4: 2-
) ,[0Z.
, +/- --
0 0
ID
f lot 1 PI
' 2X6. EXSTG 2X FASCIA
[
' 2X613
‘,....„---...,
Mr'
1 X6TG r <10 4I
i .,. ,
1 • - , 7
-
/ ; /0 \---L- ---- lil
/ ' ONA ..- '/
1 / d 2X6 s •
;• - -
_--- 2X67 0 J/
/ ID
c,S ----
/
3:
,---- r
•
60
. _,LS-- ,
: "r"-
.,-
. .. -
/ /
..
/ ... - / ill
, _ ,.- - ,
- -
,
. ,
•L
i\X\ ) N\NNX\N i
I )
•
.--,
20-0"
7 , ' '— r-,... --- i,,, A It ''.. , - -"'''• I .4_, ,'k,
r.
4 io3 s et
A'
t ' 20 FT. X 10 FT. DECKS
, ..„,
,.....,... .
._ _ _ .. ...
1
.„,„_„,q,.. 'AVM
' .. ...., 4. A : ,..,;,. V.1.11410 Fett . .x.,-■
!
t
.i '4.
et: 41,"`
, 3 ."-i' .AM - f° '; -' , ":10;.4i a., i Quail I-Iollow UJe5t April 16, 2ooe
1
WESTERN ARCHITECTURAL 1
i
BUILDING SCIENCE CONSULTANTS 1 DECK FRAMING PLAN
I 3 13
•
•---...—.....a--. . .-.--..-----
■
I A
I
11
1
1
1
I
• -:
•• ".. •"\
...
Y.-L-
1.. ..10 ..1
1 1
,/ F2
, 1 0
I 01
ID ..
..,
. 1
i 1 /
.
111 • t
la I
, i RUN THIS 2X4 '''
. 1
I 0 0 1 to I i AND 2X6 LONG
' I
1Z Z I 1 _4 11 ( FOR (3) 08 X 4"
eta ...11 ,3.- A i x ie. ! I
1K 1 m NTO ENDGRAN.
<I t PRE-ORLI_ AS f
1
REM:, TO AVOID
1
i
2 X 4 'n
I '-.'2. i \ SPUT11NG
.-. J` i i P 4 : 1 ! •
\ .
. \
••.• ! i \ I •I ! ,,,'" ' . 04004 la '
•:,--1-- 1 i \ -- ,,.;-- -.... TOP RAL •
7 ,
..0 \ ,
,.
\ ,
, • " i
'V",..L..., CI , 1 10 1 ,, - • - „.'" . '
'''s. .....,
- .... ,
-• __ __
I , i
i .,..-_- , ■... . .-. s
AMC b
t
r ---“----f .
.\ filih,
f... ..-....) l• t
2X 13LKG _ it
-..„. . ...
AS REGZIL) .a.
i
I
1 i \ " ADJUST LOCATION
AS REQD TO ALGN
i
2.
/ +1- I-ID2A 2.U/ BLOCNG KI
2 c
I
1 i
h
I
/
1
I
0 . Illit
i • 0'; il: . 1-2 g 17 tl i dji; 7 ....' 1 , '... '.; .' ! ' ..'",,,, T ii.....#0'
1
. C. , •••.... '''' . A ii k A 6
■ it '-'
a.• *.trilmteus....4..,.-vranf .rnev4f.trew...v...-1.1_,Aamr..4".......v..s.:i.V.js,... .I.2.....i3II,..WAY:14,,ZI,ria::,:rM=2:1-41,`:■ailliW1IiiaZtkle,..e,tt:'..ItZtAl.61.011,1-1,z.V.IffillefithIetzl,:titi-le.
i
"
i
1 i
' 31.4 '
, It=
I I
NS '
i . t
... .
.f.; -... , .. v,•,,,,
O-02 1 EC 1
I '> AtiV '..-:'• b ' kciiMPP4 1 i 1
I 425s'f,rtri:izi:b .t
i I
i ' ti ig, Nemixiv oLTA 0 440 , ,
' ''.:'. ,-'' *k.jsal ‘...;,14.e I Quail I-lollow West I April 1&, 2ooe
, 1 ■
WESTERN ARCHITECTURAL 1 t
1 1
3 V.4 !
BUILDING SCIENCE CONSULTANTS PORCH FRAMINC PLAN i
I i
E TREATED OUTDOOR 1-I-F
Rim
2X6 TOP RAIL
iii w/ 0 IO X 4 "SCREWS '
® a EA. 4X$ POST
MITER 4S a CORNERS 1
{ i
TREATED OUTDOOR 1--F
1 2X4 w/ (3) 01O X 4
SCREWS e EA. 4X4 POST I
a_
l .
I
I TREATED OUTDOOR N-=
F' T. 4X4 2X2 BALUSTRADES
GUARD - s 5 o.c. USE 0+8 SCREW
RAIL X 2 -1/2 LONG TOF t BTM.
cn POST (SCREWS NOT SHOWN)
I
1
r
1
1
f TREATED OUTDOOR «-4-F
I 2X6o w/ (3) 01O X 4" f
1
SCREWS e EA. 4X4 POST {
11- 1
1
5 -3/4' SI` F'SON -1D2A
I
I j i'"AX I
i
�-
i 4 -I /4 / 1 , j I !
MIN.(
; d
/ 1
wiz,. ' D { 1
I
f i 1/2 DIA BOLTS P.T. 2X JOIST
E OR ALL - THREAD OR BLOCKING. 1
'I SCREW DECKING
1 TO ALL BLK G. i
I'�' Q�L�] A n p e 1
YYl1 y eRA '' T4JI
\ 52JJ
1
.�': R ,t' 7"F a'6gY+ t t E, 'r `-yr i r I
i 1 9 , ; . , 7 , � � �A - � � 5. = 09 -0`32
� p`� wS Yln° y Yx ,S+ ^ Cx ' � j ' • { i�' i r , ? i I
1 Yfi?4 ,, 1 n_ . ; ' ! Quail Hollow West April 1(0, 200
I
1 WESTERN ARCHITECTURAL ( 1
BUILDING SCIENCE CONSULTANTS GUARDRAIL DETAIL 52.1
L
_ TREATED OUTDOOR. 14-F 4
j . • .. .
, .
II MN
.
• r
2X6 TOF RAIL
1
uil (2) MO X 4 SCREWS
a •,,.. e EA. 4X4 °O5T.
. - . MITER 4S e CORNERS
. •
TREATED OUTDOOR 14-F
2X4 w/ (3) 010 X 4'
• SCREWS e EA. 4X4 POST
e.,..
• ,
.
'
• - • TREATED OUTDOOR I-1-F
P.T. 4X4 2X2 !BALUSTRADES
GUARD- e a' cc. USE 41 SCREW)
RAIL X 2-1/2 LONG TOP 4 BIM.
crl POST (5CREUJ5 NOT 61400.1)
• • .
. ,
..,
•
•
TREATED OUTDOOR I4-F
.. 2X6 w/ (3) 010 X 4'
IIIE 4-.- - ---- • SCREWS e EA. 4X4 POST
. N'
111
I
-6-3/4- 51"11PSON 1-1D2A
MAX. ..
/ •
N ,
/
/
I-1/2 • I
—\ • i... 1., ,.....; c . ) /
4-I/4i .
,
MIN ! ,•• 11 ,
I-1/ • ., - •EM111•11
'. I
. •
. . ..
i..
. •
V2' DIA BOLTS PT_ 2X JOIST
OR ALL-TI-IREAD OR !BLOCKING.
NAIL PLYUJOOD
TO ALL IBLKG
. F
; '..k.
,,, ,.—.......,..,,,.......,..,......,...,,,,,,—....i.„....._,... . ..... .......,...........q.t..A..Z....W............7....5,41..E.2.....aa.4....3:44.13,1,,,,,
NEOFF
C=1
,....
7,17-a APPZ44. , 4.14% ' .:441,4,
0e-092 I EC
.. .v - , 0-10. ,e70.34 ,4*, . ftraPt. i
-.. ... T.%, - '''AX 4 8
9 :1 1 ri..,..ilir. 4■7W1g.' . .4 - Ahi ,.
I 1
.t . 4..k ,p c 4:.. ,..;i1 P ,,, - ,,,,, ■ ,,,,, . 1,7 ., i Quail I-Iollow West I April 1& 200e
.fiz.: -•- - :_t-...:,i... , vuor".,---v.g• i •
WESTERN ARCHITECTURAL
i I
1
BUILDING SCIENCE CONSULTANTS i GUARDRAIL DETAIL 52.2 1
............________ . ____ _....L....
c _
F i
IOd -El 6 "o.c
FLOOR PANEL
EDGE NAILING .
•
2X LEDGER w/ (3 )16d g 16' o.c.
2X OR I -3/4' L5L AND (1)1 /2` DIA. X 4 -V2" LONG LAG
RIM JOIST
SCREW 'a i6" o.c
I t I- - - I
, r iv i
f! ��i JAI 1
1 + I I
SIMPSON LU526
JOIST HANGERS
REMOVE SIDING FOR LEDGER
ATTAGNMENT. DO NOT AFFLY
LEDGER OVER SIDING y�
EXTERIOR WALL 51T'G-
I I
� t
I 4
txxur�a_. . -fag's vas-- -N ••• , yn , +-_• _•
,ac � =t' i
I ^�, 41 Oe 092 i EC
-r • ".r,, Quail I- !oilow West • April 10, 2009
WESTERN ARCHITECTURAL { j
i BUILDING SCIENCE CONSULTANTS LEDGER DETAIL � 52.3
I
I -1/2' CLR
TREATED OUTDOOR
2" DIA. CONTINUOUS
u -E 2X62 TOP RAIL (-_±,r1 {
/ (2) x+10 X 4" SCREWS HANDRAIL ONE SIDE
{ a EA. 4X4 POST -
Q,
PT 4X4
GUARD-
PO IS : TREATED OUTDOOR -4-F
2X2 BALUSTRADES
'd '7 o.c. USE #S SCREW
X 2 -1/2" LONG TOP 4 BTM.
(SCREWS NOT 5I -IOWN) 4
TREATED OUTDOOR ■-=
2X4 TOP 4 BTM
4 gal HANDRAIL BRKTS,
w/ (2) 010 X 4" SCREWS j
6 EA. 4X4 PO5T
J
lre
i•
3 -3/4"
GONGR.
MAX. + READ
f —T _ ° .
{ 1/2 DIA. $OLTS,' r, . r,' - 1
NUTS, WASHERS \ I
,,,. I
\
-�-__- 4X STAIR
I -1/2 "d / STRINGER
f �
♦ ', 1111,'= ♦, I 0p, 4
�� gut. - .e.tt. axr: �.:a,wd.eaux �yrYr -:,rc.art-x;ss.u4.; lea. -.. ohs_- m =4...M:: 4 ixis :s.ax- rzxv :KmYa::nrx �
kr .
I t �....1'W 1 O -Q 2 1
EC I
rr 1
,..� ` = y Quail Hollow West 1 April 1(0, 2OO
WESTERN ARCHITECTURAL 1 ;
1 BUILDING SCIENCE CONSULTANTS i HANDRAIL DETAIL 1 S2.4
I I
•
2X LEDGER w!
f 2) IC)d'' EA. STUD.
i I�
SIMPSON LUS26
JOIST HANGERS
REMOVE SIDING FOR LEDGER
ATTACHMENT. DO NOT APPL7
LEDGER OVER SIDING
EXTERIOR WALL SHTG
•
/
I f
I '
w
vaxs »a. : ✓JtiSm2' -' .� =Y? sue 1�4. �.�.e,. - r,.. - , +-.
L � I
"� q 31 ,(0,>, f 09 -092 EC
W
4:0 • Quail .- Quail Hollow West j April 1 2009
I '
WESTERN ARCHITECTURAL
BUILDING SCIENCE CONSULTANTS ; LEDGER DETAIL I 52.5
sf: sr,NOl i °i Kr. 1
4:11 -„wii 2C 200
1
CONT. BEAD OF
SEALANT AT BACK
DEMO EXIST. CONC. 4 LIP OF SILL PAN
SLAB REPLACE
WATERPROOFING - �
MEMBRANE 'a SILL PAN W/ 2" LIP,
3" JAMB RETURNS
NEW CONC. TOPPING FULLY SOLDERED
SLAB / MIN. 3000 PSI, BED IN SEALANT
SELF AHERED
MEMBRANE (SAM)
TREMDRAIN 2000 W/
PROTECTION MAT CONT. T 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
F.T. PLYWOOD STAINLESS STEEL
SEALANT; TREMCO
DYMONIC FC
SAM: FORTIFLASH
FRONT DOOR TWRE LP DETAIL
10:'.L T
WESTERN JOB NO. 09 -092 DRAWING NO.
ARCHITECTURAL DATE: MAR 30, 2009
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 91223 503 / 291-06,&5 FAX 503 / 291 -0151
HARDIE PLANK
SIDING
1 FORTIFIBER
SUPER JUMBOTEX
WRB
FORTIFLASH 1 ' .
SELF AHERED
MEMB. (SAM) i
PRECOATED 24 GA 1
GALVANIZED SI-IT 3 I
MTL PROTECTION 1 .
CONT. STAINLESS
STL. "L" FLASHING
DEMO (E) CONC. )' 1 ACGROSS WIDTH
SLAB MEMBRANE Q OF ENTRY SLAB
jr. 1 " j
NOTES:
1 FLASHING:
® m f___ 1 24 GAUGE STAINLESS
14 i STEEL
TREMDRAIN 2000 w/ 1 SEALANT; TREMCO
PROTECTION MAT 1 DYMONIC FC
TREMPROOF 250 GC 1 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
n tom R' F 'K-2
ENTRY STOP WALL FLASHING DETAIL
'0-' 1.-4 IL HOLLOW WEST
WESTERN JOB NO. 09 -092 DRAWING NO.
4R CTURAL DATE: MAR 30, 2009 .,-$-,"
10220 S.W. GREENBURG ROAD 0125 s
PORTLAND, OREGON 91223 503 / 291-0&&5 FAX 503 / 291 -0151 ` , .r.` "x
, .
V 1/2" SHEATHING
SIDING: NARDIE PLANK
"Z" FLASHING -
(E) WALL REMOVE NARDIE
PLANK SIDING TO
SUPER JUMBOTEX ORB I INSTALL e BACK
LEG FLASHING
8" SAM OVER FLASH'G I, BED IN SEALANT
UP UNDER ORB
ABOVE
HOLD NARDIEPLANK . 1 1
SIDING 2" FROM DECK 1 i j,
I
SNORE DECK @ REMOVE �- r -- FORTIFLASH (SAM)
DECK LEDGER; INSTALL ', : 01///////////////////1
NEW "Z" METAL FLASHING
ABOVE SIDING LAP NEW
SAM AND INSTALL NEW 0 1 ; r
LEDGER
a1
j I 1 I 2" LAP
\ I
2 x 12 LEDGER SEE s\I_____
STRUCTURAL DETAILS `
SIMPSON JOIST HANGER
SUPER JUMBOTEX
SEE STRUCTURAL DTLS WRB
"Z" METAL
"Z" METAL FLASHING FLASHING
NOTE
ALL FLASHING SHALL
BE 24 GAUGE STAINLESS
STEEL SHT. MET.
/".C: 71';'. 2 = SEALANT; TREMCO
DYMONIC FC
SAM: FORTIFLASH
rrricAL DECK LEDGER FLASHING .
-' 9L LL • u T
uJESTERN JOB NO. 05-052 DRALUINC1 NO.
ARCHITECIURAL DATE: MAR 30, 2009
10220 S.W. GREENBURG ROAD 0125
PORTLAND, OREGON 97223 503 / 291- 0e0(05 FAX 503 / 291 -0151 ®' = k
- " a
,,,,, ,L ri_ ,g;‘i ' • 1
,,, ' • - `- ;- 0, .%_!. z_
i \li CONT. BE,AD OF
DOUJ - leo SILICONE
FORTIFLASH
SELF ADHERED SEALANT BACK OF
SILL FAN
E1 (sAn
"Z FLASHING, INTEGRATE
WITH FEAR SLIDING SILL PAN W/ 2' LIP,
DOOR FAN FLASHING __ ING _A P , - 3" JAM E3 RETURNS
'-• fa ...,
AS SHOWN
lilf. FULLY SOLDERED
BED IN SEALANT
w
1 11111.1111■1, !I ,
y
CONT. BEAD OF
DOW 190 SILICONE
SEALANT
1 .
,.,
DECK LEDGER
SEE STRUC
FORTIFLASH NOTE
SELF AHERED 4LL FLASHING SHALL
NEIMIS (s4n BE 24 GAUGE STAINLESS
STEEL
EXIST WRE3 W/
SEALANT, TRENCO
MIN. 2" OVERLAID SAN
DYIMONIC FC
sAri FORTIFLASH
REAR DOOR TI4RE51401-P PETAL
QUAIL 14OLLOW LJET
UJESTERN JOB NO 0e-0e2 DRAWING NO
ARCHITECTURAL DATE. MAR 32 2009
_ _ i
_ ii -
10220 S.W. GREENE3URG ROAD *125
PORTLAND, OREGON 91223 503 / 291-0&e FAX 503 / 291-0151 •