Permit C @TY OF TIGARD MASTER PERMIT
:§1,i7,,,i'-' a =: COMMUNITY DEVELOPMENT Permit #: MST2010 -00032
r T GARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171
Date Issued: 03/11/2010
[
Parcel: 1 S 134AD04400
Jurisdiction: Tigard
Site address: 10670 SW BLACK DIAMOND WAY
Subdivision: BLACK BULL PARK Lot: 2
Project: Audette
Project Description: Construct non - heated sunroom, approximately 215 sq ft. Electrical work done under
ELC2010- 00110.
BUILDING
Floor Areas Required Setbacks Required
Stories: 0 Bedrooms. 0 First 215 sf Basement: 0 sf Left: 0 Parking Spaces: 0
Height: 11 Bathrooms: 0 Second: 0 sf Garage: 0 sf Front: 0 Smoke
Dwelling Units: 0 Third: 0 sf Right: 0 Detectors. Yes
Total: sf Value: $8,516.15 Rear 0
PLUMBING
Sinks: 0 Water Closets: 0 Washing Math: 0 Laundry Trays: 0 Rain Drain: 0 Catch Basins: 0
Lavatories: 0 Dishwashers: 0 Floor Drains: 0 Sewer Lines: 0 SF Rain Other Fixtures: 0
Tubs /Showers: 0 Garbage Disp: 0 Water Heaters: 0 Water Lines: 0
Drains: 0
Bckflw Prevntr: 0
MECHANICAL
Fuel Types Air Conditioning: N Vent Fans: 0 Clothes Dryers: 0
Heat Pump: N Hoods: 0 Other Units: 0
Fum <100K: 0 Vents: 0 Woodstoves: 0 Gas Outlets: 0
Fum > =100K: 0
ELECTRICAL
Residential Unit Service Feeder Temp Srvc!Feeders Branch Circuits
1000 sf or less: 0 0 -200 amp: 0 0 -200 amp: 0 W/ Svc or Fdr: 0
Ea add9 500 sf: 0 20 1 -400 amp: 0 201 -400 amp: 0 1st W/O Svc/Fdr:
Limited Energy: 401 -600 amp: 0 401 -600 amp: 0 Ea add9 Br Cir:
601 -1000 amp: 0 601 +amp- 1000v: 0
1000 +amp /volt: 0
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)
AUDETTE, BONETTA T /DAVID L OWNER
10670 SW BLACK DIAMOND WAY
TIGARD, OR 97223
PHONE: 503 - 639 -8901 PHONE:
FAX:
Total Fees: $372.74
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 suspended for more the 180
days. ATT • e • •regon law requires you to follow the rules adopted by the Oregon Utility Notification :titer. Those rules are set forth in O
952 -001 • r 10 through 0. - 95 : • -0 i0. You may obtain a copy of the rules or direct questions to OUNC by calling 503. • • 699 or 1.800.332.2344.
0.332.2344.
EA. 4
Issue. By: ! / 1 _ Permittee Signature: ' /
L i . 11 • P ' a i
_
I -
Building Permit Application }C! "� !_
Residential RECEIVED , 'MO � i V IZ�c,t I Icl u ti 1 �� 4-i
DateB : = City of Tigard
Received �y y�
I Permit No.: 0t0 . 3
1 1114 4 13125 SW Hall Blvd., Tigard, OR 972 AR 0 9 '2 E ( D �
, y am'
g Pla Revi
r. ` ti Phone: 503.639.4171. Fax: 503.598.1960 DateB : dim Li 0 Other Permit: C i'LC a0/6.4)
I I r �- It D Inspection Line: 503.639.4175 CITY OF TIGARD Date Ready Juris El See Page 2 for
Internet: www.tigard- or.gov BtIILDING DIVISION o d: \ 1 Supplemental Information
3 !I to 6_p . / .fi% ,
TYPE OF .WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING
❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed.
Indicate the value (rounded to the nearest dollar) of all
J Addition /alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the
CATEGORY OF CONSTRUCTION work indicated on this application.
0 1- and 2- family dwelling ❑ CommerciaUindustrial Valuation: $ , 5/4) ❑ Accessory building ❑ Multi- family Number of bedrooms: (v - q `�'
❑ Master builder ❑ Other: Number of bathrooms: N'A
JOB SITE INFORMATION AND LOCATION Total number of foorrss::�`
Job site address: / o 7 C) S In ) 1 R e1: �k I A M 0 AA (,t� RA) New dwelling area: �T-- square feet
City /State /ZIP: TI A R� ci R q o� -�j Garage /carport area: square feet
Suite/bldg. /apt. no.: Project name: Covered porch area: 2, (,� s feet
Cross street/directions to job site: $ 1 V G TK 4 vt , Deck area: square feet
Stn/ tt\Jo k? I i- vAt<O 1 A re, so 1 O (o T" Other structure area: square feet
L, E'fr ON S( 13i.Act DI A M&A/D 1 /\ 41 (/ / REQUIRED DATA: COMMERCIAL =USE CHECKLIST
Subdivision: IS' 1,A 2 4 13 0L_L- (7'l /\K 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.
�/v rl' 1 C /UQ [0 -A72l C � x 0(v r i / Valuation: $
3 - .c 4 /V i / ?( PPA',0) / / x / 5 / Existing building area: square feet
New building area: square feet
pz'PROPERTY OWNER ❑ TENANT Number of stories:
Name: /DA U ir) At I Ac i .. Type of construction:
Address: 1 06 in s sIhci, lJtR MUNa Virsoi Occupancy groups:
City /State /ZIP: TIe A 2c 6 ir.{ [ 7 2 /3 Existing:
• Phone: (503 ) 6 3 ci_ R7Qi Fax: ( ) New:
❑ ,APPLICANT - �❑ CONTACT PERSON NOTICE
Business name: All contractors and subcontractors are required to be
Contact name: licensed with the Oregon Construction Contractors Board
under ORS 701 and may be required to be licensed in the
Address: jurisdiction in which work is being performed. If the
City /State /`ZIP: applicant is exempt from licensing, the following reasons
apply:
Phone: ( ) Fax::( )
E -mail:
CONTRACTOR -
Business name: (O t,J N ` \ ) BUILDING PERMIT FEES *. .
Address: \ (Please refer. to fee schedule) -
Structural plan review fee (or deposit):
City /State /ZIP:
Phone: ( ) Fax: ( ) FLS plan review fee (if applicable):
CCB lie.: Total fees due upon application:
•
( Amount received:
Authorized signature: ,-- la / ce �/7 This permit application expires if a permit is not obtained
within 180 days after it has been accepted as complete.
Print name:? �,I V l° 4 iip r-rE Date: 3 '/ / 0 * Fee methodology set by Tri -County Building Industry
Service Board.
I: \Building\Permits\BUP -RES PermitApp.doc 10/01/09 440- 4613T(11 /02 /COM/WEB)
Building Permit Application Checklist
4 } tr t a / g. I ts
One- and Two - Family Dwelling s,* � IC1R�oHI lc� vst O
City of Tigard Received
Permit No.:
Y
V 13125 SW Hall Blvd., Tigard, OR 97223
Date/By.
Bated permits:
1 Phone: 503.639.4171 Fax: 503.598.1960
24- Hour Inspection Line: 503.639.4175 ❑Electrical 0 Plumbing 0 Mechanical
Internet: www.tigard - or.gov ❑ Other:
3 7`IIC FQLI xU�V[ivG f CMSrf�RF RF ,•
1 Land use actions completed. See jurisdiction criteria for concurrent reviews. ❑ ❑ ❑
2 Zoning. Flood plain, solar balance points, seismic soils designation, historic district, etc. ❑ ❑ ❑
3 Verification of approved plat/lot. ❑ ❑ ❑
4 Fire district approval required. Name of district: . ❑ ❑ ❑
5 Septic system permit or authorization for remodel. Existing system capacity ❑ ❑ ❑
6 Sewer permit. ❑ ❑ ❑
7 Water district approval. ❑ ❑ ❑
8 Soils report. Must carry original applicable stamp and signature on file or with application. ❑ ❑ ❑
9 Erosion control ❑ plan ❑ permit required. Include drainage -way protection, silt fence design and location of catch- ❑ ❑ ❑
basin protection, etc.
10 3 Complete sets of legible plans. Must be drawn to scale, showing conformance to applicable local and state ❑ ❑ ❑
building codes. Lateral design details and connections must be incorporated into the plans or on a separate full -size
sheet attached to the plans with cross references between plan location and details. Plan review cannot be completed if
copyright violations exist.
1 I Site /plot plan drawn to scale. The plan must show lot and building setback dimensions; property corner elevations (if ❑ ❑ ❑
there is more than a 4 -ft. elevation differential, plan must show contour lines at 2 -11 intervals); location of easements
and driveway; footprint of structure (including decks); location of wells /septic systems; utility locations; direction
indicator; lot area; building coverage area; percentage of coverage; impervious area; existing structures on site; and
surface drainage.
12 Foundation plan. Show dimensions, anchor bolts, any hold -downs and reinforcing pads, connection details, vent size ❑ ❑ ❑
and location.
13 Floor plans. Show all dimensions, room identification, window size, location of smoke detectors, water heater, ❑ ❑ ❑
furnace, ventilation fans, plumbing fixtures, balconies and decks 30 inches above grade, etc.
14 Cross section(s) and details. Show all framing- member sizes and spacing such as floor beams, headers. joists, sub- ❑ ❑ ❑
floor, wall construction, roof construction. More than one cross section may be required to clearly portray
construction. Show details of all wall and roof sheathing, roofing, roof slope, ceiling height, siding material, footings
and foundation, stairs, fireplace construction, thermal insulation, etc.
15 Elevation views. Provide elevations for new construction; minimum of two elevations for additions and remodels. ❑ ❑ ❑
Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope.
Full -size sheet addendums showing foundation elevations with cross references are acceptable.
16 Wall bracing (prescriptive path) and /or lateral analysis plans. Must indicate details and locations; for non- ❑ ❑ ❑
prescriptive path analysis provide specifications and calculations to engineering standards.
17 Floor /roof framing. Provide plans for all floors /roof assemblies, indicating member sizing, spacing, and bearing ❑ ❑ ❑
locations. Show attic ventilation.
18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered ❑ ❑ ❑
systems, see item 22, "Engineer's calculations."
19 Beam calculations. Provide two sets of calculations using current code design values for all beams and multiple joists ❑ ❑ ❑
over 10 feet long and /or any beam/joist carrying a non - uniform load.
20 Manufactured floor /roof truss design details. ❑ ❑ ❑
21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas - piping schematic is required ❑ ❑ ❑
for four or more appliances.
22 Engineer's calculations. When required or provided, (i.e., shear wall, roof truss) shall be stamped by an engineer or ❑ ❑ ❑
architect licensed in Ore.on and shall be shown to be a. to the .ro'ect under review.
ti ate' It r i s. �� ., s,.�:- r! d n 'r 1 d t fit
-
4:R-,15,7t [U RISDIC 1 IO R1 ci 11 IC5 "
23 Three (3) site plans are required for Item 11 above. Site plans must be 8 -1/2" x 11" or 11" x 17 ". ❑ ❑ ❑
24 Two (2) sets each are required for Items 16, 19, 20 and 22 above. ❑ ❑ ❑
25 Building plans shall not contain red lines or tape -ons. "Mirrored" building plans will not be accepted. ❑ ❑ ❑
26 "Reversed" building plans must meet criteria outlined in the Permit & System Development Fees document. ❑ ❑ ❑
27 "Drawn to scale" indicates standard architect or engineer scale. ❑ ❑ ❑
28 Site plan to include tree size, type and location per approved project street tree plan (if applicable), and City of Tigard ❑ ❑ ❑
Street Tree List.
29 Site plan to include trees and tree protection measures as required by conditions of approval. Tree locations, driplines, ❑ ❑ ❑
and protection measures must be drawn to scale and must include the project arborist's signature of approval.
30 A Clean Water Services' Sensitive Area Pre- Screening Site Assessment form is required for all building additions, ❑ ❑ ❑
including decks, patio covers (over non - impervious surface) and accessory structures to existing residential dwellings
on a lot of record approved prior to September 9, 1995.
I: \ Building 'Permits\BUP- RES- PermitApp.doc 03/21/06 440- 4613T(11/02 /COM/WEB)
Property Owner Statement
Regarding Construction Responsibilities
Oregon Law requires residential construction permit applicants who are not licensed with the
Construction Contractors Board to sign the following statement before a building permit can be
issued. (ORS 701.055 (4))
This statement is required for residential building, electrical, mechanical, and plumbing permits.
Licensed architect and engineer applicants, exempt from licensing under ORS 701.010 (7), need not
submit this statement. This statement will be filed with the permit.
Please check the appropriate box:
I own, reside in, or will reside in the completed structure and my general contractor is:
Name CCB# Expiration Date
�I i I will inform my general contractor that all subcontractors who work on the structure must be
licensed with the Construction Contractors Board.
or
A li I will be performing work on property I own, a residence that I reside in, or a residence that I will
reside in. If I hire subcontractors, I will hire only subcontractors licensed with the Construction
Contractors Board. If I change my mind and hire a general contractor, I will select a contractor
who is licensed with the CCB and will immediately give the name of the contractor to the office
issuing this Building Permit.
I have read and understand the Information Notice to Homeowners About Construction Responsibilities,
and I hereby certify that the information on this homeowner statement is true and accurate.
PAN? D A U.s7 E7`T ET
Print N. e of Permit Applicant
I idL
Signature of Permit Appli . t Date
Permit #: at910 — (VD 3 .2--
Address: /0&70 o O bi- ,le1.f4if0�1D WAY ., =r
�6 e q7aa , _ir , •-4 •
Issued Date: � /i0� /t�
1
This Copy for Permit Offices
} °r NicoIi Engineering Inc. RECEIVED
PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 ®F 684 -3636
CITY OF TIGARD
BUILDING DIVISION
STRUCTURAL CALCULATIONS & DRAWINGS
PROJECT
EXISTING ROOM ADDITION
DAVID AUDETTE RESIDENCE
10670 SW BLACK DIAMOND WAY
TIGARD, OREGON 97223
CLIENT
CITY OF T IG 1,
DAVID AUDETTE App„ r 2," 9
Conditionally ApproN ed.... .......... j
10670 SW BLACK DIAMOND WAYSee Letter to: Follow .............
TIGARD, OREGON 97223 A.........
Permit N l c -
Add 10 1 2►, . leFOL
By: 10:111 - - G
_ PROF
CD L NG 1 N
• 16507PE
...,A OFFICE COPY
IV
18,
AlR N. KE
EXPIRES : 6 / 30 / 11
Note: Nicoli Engineering's design responsibility is limited to only those
specific areas of the structure and /or project as presented herein. The
attached calculations and /or construction details have been prepared
for the above referenced project for the one - time -use at the noted site.
JOB NO.: 10 -0303
PREPARED BY: ENK
CHECKED BY: JA
DATE: 3 -8 -10 PAGE 1 OF 9
1,f ° ® Project: . 1 M Page:' 0 2
:103 ' •j Client: By ENK
ENGINEERING, INC. Job No.: . i t/•. 0 Date: ilf; I D
K
1.
=\\ - --
s � I
k3,
Q I \r- `13
(5
ie
-a _ s
S G:
1\—
9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636
,z ® ® P roject: i,,,4 -re AL. Page:
r ; a,. '" � ` ' Client: ALI 0 6 - r-re By.. ENK
r .,
_ ENGINEERING, INC. Job No.: ( # e-ra [7 Z Date: �7 fn
A
, i -* ‘-i5A V-64 (A e i, '
,. /
_ J
.., Y Ztt 4 ...)
6 a .ux.A. 1 1
3
- : , r_ •
. , = Y i, '1'.
12),t76-,N, 1
A-C2C71'11 Ll
46 ' . ( - - ,
,.__,
, _
\ , -- - -- -T.
V( t-ii, 1 D E>0.
t , /" I 4 rn A-eA 1,41 v4A-LA-
0 b �� 141.1 r.d i 1 ► pu.( l 0O b W yYvi
bra agq.■/AN lUT7 (p p( - ,
0)0tri, 4 ■?)'10 lgieGI,
9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636
i ° Project: V� Pa 41 L: e" � ± ` 1 k C lient: 4`J6/''(, By: ENK
_ ENGINEERING, INC. Job No.: . ( (`7., p 3 0' Date: 2 ,. p
Vt te7 L i &7(f
1:., -r ir ______ ,t: e7 r-ii ik
1 K x i ..,,,,,,
1
,x, z,„„
F.,rrii, 1 244
ciFiL --- iii , N
C_2 2 x
vier
( •V( dr --------. t2e cil 0 Ki A
a (-2 17‹i,e0._
l(
:1-, --,,,..________ ,r -Il Ie.-- ,,..l \pl(c 07 *.
LlekteeP .. . IV/
Vte t
7
4 /5 Vvy Le 4 - 2 .
1 (? ? &AA Li_
IA . . '2.1k Cv t Z, Z � � C'gT ' P'1' (A vi/ v ....____,, ( 4- 6,wc-,
CP i ,..2 G 1, 4 0 1
9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636
117, Ei‘ Project: .;� �; Client: Page: By. ENK
ENGINEERING, INC. Job No.: . p 0 -7 7 [77 7 Date: //15/n2
qic4D A-a/A. i.-rt7i fr;
?v.._ ‚—
JA?A (se?. V says, pee``
12y 4-
U 6' /(Z) P.( , P 9
1N /�p*
a ■79x7. 11 ( 1/19( 11 0
Ho J /z`' \N/ 2x 4 vr`%
v'mA. ri W VcV
‘ 1/22 A 1!--.x f Cc-
9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax (503) 684 -3636
® ® Project: Page: 6
V 1E1 Client: AUDS1Tei By. ENK
ENGINEERING, INC. Job No.: . - v 3 n Date: $./
54, WA L- 'i
`"/..se drie,
4\ LZ1 (f2 Z1/4A 4 - r -- rp .
nom.,
M W#\
A
tr. 0 1C21
17-'7 kitild‘n
Ci .1 f 4 f --2
(gcm 014 556
P . k t r (AS r ? //AL. c . 4 r 1- L 5 T
r2x
9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636
® Project: . ) Fl /� P 7
4`4 Client: �U e 11-5 By ENK
ENGINEERING, INC. Job No.: . - Date: $J( p
z(
4 - 1 1 -
6 -
1 a� 4� (,I 2 C/o?
il,17
t2 c7c,c7
9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636
•
COMPANY PROJECT
#rr o 41- 1 Works
SOFIWAMFHOk urstcn
Mar. 8, 2010 15:19 C -1
Design Check Calculation Sheet
Sizer 2004a
LOADS ( lbs, psf, or plf )
Load Type Distribution Magnitude Location (ft] Pat -
Start End Start End tern
Loadl, Wind Point 191 0.00 No
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) :
0 . 5 , -9 " T -9 "
Dead 86
Live 740
Uplift 591
Total 826
Bearing:
LC number 0 2 0
Length 0.00 1.00 0.00
Lumber n -ply, D.Fir -L, No.2, 4x2 ", 3 -Plys
Self Weight of 5.7 plf automatically included in loads;
Lateral support: top= at supports, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations:
ICC -IBC;
WARNING: this CUSTOM SIZE is not in the database. Refer to online help.
Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 :
Criterion Analysis Value Design Value Analysis /Design
Shear fv = 38 Fv' = 288 fv /Fv' = 0.13
Bending( -) fb = 1789 Fb' = 2484 fb /Fb' = 0.72
Deflection:
Interior Live 0.04 = L/647 0.07 = L/360 0.56
Total 0.04 = L/576 0.10 = L/240 0.42
Cantil. Live 2.20 = L /31 0.38 = L /180 5.75
Total 2.43 = L/28 0.58 = L /120 4.23
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb'- 900 1.60 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 2
Fv' 180 1.60 1.00 1.00 - - - - 1.00 1.00 1.00 2
Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - -
E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2
Bending( -): LC# 2 = .6D +W, M = 1192 lbs -ft
Shear : LC# 2 = .6D +W, V = 602, V design = 601 lbs
Deflection: LC# 2 = .6D +W EI= 13e06 lb -in2 /ply
Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection.
(D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span
beams and to the full length of cantilevers and other spans.
3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
4. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely
at intervals not exceeding 4 times the depth and that
each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required.
5. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design.
•
:} t 10 ® Project: JZ`z4 - � Page:
6 1: 4 -' "; ti.F . Client: - 4 (2i / BY ,0tiK
ENGINEERING, INC. Job No.: . /0 _ D 3 03 Date: 3 /
SHE.ARWAU SCHEDULE
SEISMIC NAND FASTENERS/SPACING SILL CONNECTIONS
MARK CAP. (P CAP. (PLF) SHEATHING NAILS EN. F.N. WOOD FLOOR A.B.'s
e 75 75 1/2" GYP. BD. 5d 7" 7" 16d ® 12" 1/2"x12" ®6"
UNBLOCKED COOLER /
• 125 125 1/2" GYP. BD. 5d
UNBLOCKED COOLER 4" 4" 16d 0 9" 1/2 "x12" ® 5' -0"
e 145 145 5/8" GYP. BD 6d 4" 4" 16d 0 7" 1 / 2" x12" 0 4 -0"
UNBLOCKED COOLER
e 260 365 15/32" CDX
PLYWOOD 8d 6" 12" 16d 0 5" 1/2 "x12" 0 24"
e 380 530 15 / /WOOD DX 8d 4" 12" (2) 16d 0 6" 1/2 "x12" 0 16"
e 490 685 15/32" CDX 8d 3" 12" (2) 16d 0 5" 5/8 "x12" 0 16
PLYWOOD
• 310 435 15/32" CDX 10d 6" 12" 16d 0 4" 5/8 "x12" 0 24"
PLYWOOD
• 460 645 PLYWOOD CDX 10d 4" 12" (2) 16d 0 5" 5/8 "x12" 0 16"
<1> 600 840 PLYWOOD DX 10d 3" 12" (2) 16d 0 4" 3/4 "x12" 0 16"
e 340 475 19/32" CDX 10d 6" 12" 16d 0 3" 5/8 "x12" 0 24"
PLYWOOD
e 510 715 19/ WOOD DX 10d 4" 12" (2) 16d 0 5" 3/4 "x12" 0 24"
19/32` CDX
665 1030 PLYWOOD 10d 3" 12" (2) 16d 0 4" 3/4 "x12" 0 16"
*3" WIDE STUD R FOR THESE SHEAR WALL POSTS
SEE SILL PLATE NOTES BELOW FORM SIZE REQUIREh1E1NT8
SEE 54-IEAR WALL NOTE 12 6ELOW FOR STUD SIZE REQUIREMENNTS AT PANEL EDGES.
9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620-2088 Fax (503) 684 -3636
SVicl/3 6 )X7` 7) ..4k.-/..,7,/v14 iv o : ° 1 J c / 2' 9 / / i V ( 1 1
[ I I 1
..._T_ - -1- ' • . ...I_ .1 .._ I .....1____L.. 1 \ ___I___J___1_1_1__i___L___L___1 _1.. __L__I__J 1 1 I I .1 I 1 I I I 1 1 I_ .1 I. 1 I.. -
=3 .10 : • H
--I -r- ...
---;;•—; : : I ; I
, 1 , ,
i . III i 1 • I I ; • : • 1 ; I 1 ; I
I 1 • I 1 I ' : : : 1 ' 1 I I ' I
• i I I 1 I I i '
i
T____:_i
I I I ; ; I • I . , ,
I ' I
, : t
i i I 1 I I , ' 1 •
/0 . ---:._`• . [ I t ' i ' ,i I I ' ; ' I , I
I I
. ' ! : •
I Hi 1 i
----,
-- — ,
,
c „,
;T4 ` >''' E 1 , 1 1
I !I
1:C1
1 1 1 1 1
. ; !
. ; !
1 1 11 ! • 1
1 ,
,
„, .
■ i , , 1
1 ‘ 1
i .
,
, 1 .
n
z/ 1\
.- 31 C.Qc1V ii N t 7 ) ' 1 ; t 1 1 i
11
.--t-. -
, I
-- - : ___-----
— i
I
,,-, „---71., j .' •
z 1-9 1
.., •
,/•-•
. . ,
t.)_.!---- - ,
. ti) ,
,_ ._ _
- 7
I ; 1 . - A! - ; r ' - -
4 1 L
L I
, i —
1_ _L. . ,_ 2 1__ _
, • i .
,
. ____...... ;_—. _ .... _ _ _ _ • _ .
I I
* •
,... .
. . .
, .
. .c"., a t .I. -") \ - "IC:T . ' - t7> ( i ..!„,!_. 1: .,-; - . 7 . ::. - .: ; .!'
• :-..1'1.-.
. . . , . • i ,---. .-, ./ -21-1.
;,/ ) A L .1_...
._ . _,..`
-,-,3
r ‘
n d
_
• A ,
,,-
..
. .,... , .
. 7 .
../ 7/
.7.. ____•_____
,
,„z .....-,,,..,...,/,.e. T_,,..._ \\,,..,. .
_
7.,. , /.... .,.,,,,,
./. ,4,,,,,,.../.. ,....,.: .2,,,,,,_ , __._, ..\.„,. \\
..,,,,..„.,/ i ,
. ,.._.c.,. _,. \,_ •
/
,.. \
. i,:,....
,/, +,.., ,,.., "..,.
./ q.,,,,,/ .._ ___...., ...„7
„,,.,„:„._,
,
,/'
/
/ r‘
:
1 . ,:, s'.,
.,
_ .; Z .1 N
/
/ 2 F I i -•-,- \\
/ inifts-k-fra2 ...,
/
,. .
,
.
,
, •
RA. . --7-7 1. _S
1 i ,
• r: . ..%,'
/ / ,..
2_>‘g t':.—it•IA3— kD / .=."1
---- -- - •.,
o= ..
/ 1 1
-
I 1
- -
I . 1
I
. I
1 • ; 1
; -• 1
i , . •
: c /
7 // / 1 , I 1 ( 1
( 1,...
1) /0 7 O
1 ,
1
,, , , / f • . 1 I 1 i i
2 q t
20 _
• 1 i : 1
I ,
' 11
Y
1 ,
r ---- T — ; • - , i 1 , , ,
1
, •
, . , , I • : 1 ,, , . ,
. , • .
L. ;
__,- Y
, 1 ..___, i 1 • , I
z
/F A, - - / C % 2_
i.,:'. '7•:-. i '5 fr
t _ . ...._ .
_ H
1 I , • b. f._---rE- `",.2 H--
-I-- C. /4 c • _L. 1 L
/,..,. ,
(. ,,--- :''' 1
, ro 9 - 7 - 7,,y 6 i.
; ..
Fi.:.. Coif( . :ff c #,'S. ''./ 4: _3;4( •
P C J 1'0 M (, :I (v 1 3 .1 3 P . tf\ :4 I A ii 7,4
. .2 .
. 7 *
Id
-- ri
a VIII — • 0 -- ---- " .17--t•i
.:, - , •
. .;\ .
1\1 .
. S
- FJ '::.,; { ( )11 •
. .
72, .
, 1 • x_
1 . ,
(•1 _
. ,
_ ..‘
.. • .
..... . •
- ... ,-/•_if‘›•,-.3, ,,,.,V,:-."1?-3,-) 9 -,< 3- - ....,,, . ,_ .
7 .
__.:.„....,._.,:.
. . .
. ,
•
.---...
■ t
- i . r(.-4 i i^
,....- - .:-
1 ,
0 0
, 1
1 P 'w
•
1 1 ..i ; '7
( II: ' 17 4 1:11, ,
,
7 .--- ,111
r . 1 i,,i1
\ .,, ) .5. I iq- -- {717 ___. -7-7--,
:,■_,•________
I 5 N 11ki v'A _4 -10
o 1 --1 - •
! 1 .11 ,...„
t
_,..._..,
., _......._
-... __________
d .7 ( ': ' ,I. 7. ".; ..1 —.—_____—
, t
P 1
X -- C I J -- --- -' ' 1—
r • - 1-
, _
. .,
--_
1 , 1 ----L
I I . _...1 ,
,
. , i
f
1 1 1
1 I 1 1
/ 1 ..
, .
CJ- j* I
--- '0 i )
, . s
ir COJ '-7 :,A -''. - -.
( 0 c L
I -- 1
s
. ,
„..
/1 ( 1 i
/ . ;S gc . (
1
4 ( . 1 1 1 ' • I
i I 1
, / ; ,.. • ( 1 _....
r---(. . (----
1_ _..
N ; I '
, •,, .
- - 1 i i
- 1_1
— 1
1
4 1 '
S)1\V-PlvvYi 1 1 !
1 4 \
' ' D ' 0 ,, 47 1 i , ,• - ,,
1 l. 1 i
, i 1 7 ___ i . ( ,
• . 1 ,
, 1 , ., 1.,,
.
••..,_ ■ , -
- -I- -
„
I ,.•,
. I . ■
— - -
i ■ ---,', .- 1 0 -__
Li
. ii.
"7 _____ .7 i5 8 ,„ 7 • , p ,, _. ..
__. _____. ___
t7—__ ---
. . . . 1 • . . ,
:
1 A -
„ECE
( %
M "
, ...:..
• .,
i -. Cl °' n1\1'610
\ k ' ‘I/L. ..,-,
13 --,
rq
f r
.. . ,
/ .7".
. ,
■ ,
,..
\\X /
, / . • . .
',......,...,)
. .
1
, 411
/
• ,
Cr 2
--• .
. ,,,"' A ■
\ _
Is--1 ,/ , -. 1 I ' ■
/ /4 .'----,.
q
/ .
'-/
..,
7,
..•
o
rA
. ..... .. .... . .
.'
. . .
.....
. :
. -.,
. .
• .
..., ..
,
.,,.....
• ,, .
. . ...,..._. .. . .
..„...: ,,
' 6
1
. r -
e .-••• , '•
I
..... .
.,,.
.., ,
. .
• ....-.., .
,.•
1
CITY OF TIGARD - SITE PLAN REVIEW �
BUILDING PERMIT NO.: `� .O/0 — r40
PLANNING DIVISION: Not Approved
Required Setbacks: Approved pp
❑
Side: Street Side: ��
Front. .._ Ga age: _ Rear:
/ Visual Clearance: ' ' ` •�
roved ❑ Not Approved
Maximum Ci,;•ld nr t. Qli:et
! o
('WS Service P‘uvE.:_ ;.;iui r.;_,,:;.
i-' Yes' 146
0
R eceived A1-
310111
ENGINEERING DEPARTMENT: d ❑Not Approved
Actual Slope: ° �0 � App roved of pproved
Site Pia App
Date: /D /0
N otes: 4'n-C- nit.ee. t"bet e-t-
CITY Of TIGARD - SITE ?LAN RIVIEW
BUILDING PERMIT NO:
Street Trees: LPpproved : ❑ Not Approved
Protected TTe :: ; ® Apyoved Not pr°v
By: _ J 6 YI �f Date: 'S /C)
Notes: