Permit (99) ph CITY OF TIGARD MASTER PERMIT
- v Permit#: MST2017-00454
COMMUNITY DEVELOPMENT
Date Issued: 12/26/2017
-F-(GAR y 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439
Parcel: 2S103AA01702
Jurisdiction: Tigard
Site address: 10770 SW WALNUT ST
Subdivision: ECHO HEIGHTS Lot: 2
Project: BRADEA
Project Description: Adding single story addition of great room, (5)bedrooms, and(6)bathrooms for a residential adult
care facility. STRUCTURAL ONLY-ALL TRADE WORK UNDER SEPARATE PERMITS.
BUILDING
Floor Areas Required Setbacks Required
Stories: 1 Bedrooms: 5 First: 2300 sf Basement: sf Left: 5 Parking Spaces:
Height: 20 Bathrooms: 6 Second: sf Garage: sf Front: 0 Smoke Yes
Dwelling Units: 1 Third: sf Right: 5 Detectors:
Total: 2300 sf Value: $262,418.75 Rear: 15
PLUMBING
Sinks: Water Closets: Washing Mach: Laundry Trays: Rain Drain: Urinals:
Lavatories: Dishwashers: Floor Drains: Sewer Lines: SF Rain Storm Sewer:
Tubs/Showers: Garbage Disp: Water Heaters: Water Lines: Drains: Catch Basins:
Bckflw Prevntr:
Footing Drain: Ice Maker: Hose Bib: Backwater Value:
Other Fixtures:
Drywell-Trench Drain:
Other Fixture Units:
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: 201-400 amp: 201-400 amp: W/O Svc/Fdr:
Mfd Home/Feeder/Svc: 401-600 amp: 401-600 amp:
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 N
Ecompasing:
Other: N Other Description:
BUILDING INFO
Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet:
ADD SF VB R-3 2300
Owner: Contractor:
BENJAMIN BRADEA OWNER Required Items and Reports(Conditions)
10770 SW WALNUT ST BENJAMIN BRADEA 1 Residential Adult Care
TIGARD,OR 97223 10770 SW WALNUT STREET Facility Maximum of 5
TIGARD,OR 97223 2 Ersn Cntrl 503-639-4175
PHONE PHONE:
FAX:
Total Fees: $7,031.54
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. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. ose rules are set forth in OAR
952-001-0010 through OAR 952-001-0090. You ma obtai. ==-• • - - or direct questions to OUNC by calling 5 32 7 .8332.2344.
))
____.----
Issued By:�-�f.,l/rl+lG-^---'� '..3'''-'''' . � '- mittee Signature:
Call 503.639.4175 by 7:00 a.m.for the next available inspection date.
This permit card shall be kept in a conspicuous place on the job site until completion of the project.
Approved plans are required on the job site at the time of each inspection.
Building Permit Applicatia 'int' 5 °_
Residential
City Of Tigard riv $ f ,-“,y,-,7 Dateived /_ _L�' —7 �y�
g Y /7 /7& /7 Permit No.:�/�S�a,v// ... t
• 13125 SW Hall Blvd.,Tigard,OR 97223 ��'�r ���, [
I ■. a;' Plan Review Other PernV� ° � ,
,��!! Phone: 503.718.2439 Fax 503 1 6 t, I J= Date/By: 1a_0161 .f ,402 7— /
TIGARD Inspection Line: 503.639.4175 z ( I , ., ,-- n Date Ready/By
: JurisFII See Page 2 for
Internet: www.tigard-or.gov js1 ) ,1,, fi; 4.,. z ) Niied/Metho
„i � /� Supplemental Information
, ;;.. .,,- z TYPE OF WORK ' rii b BAT, 1 2 ,, E t 0Cg:.
❑New construction 0 Demolition Permit fees*are based on the value of the work performed.
Indicate the value(rounded to the nearest dollar)of all
®Addition/alteration/replacement 0 Other: equipment,materials,labor,overhead,and the profit for the
CATEGUOY civ•CONSTRiICT101ti1 . x
work indicated on this application.
g 1-and 2-family dwelling 0 Commercial/industrial Valuation: '1 `$226e04)..., a[ '1 `Lf l 9
0 Accessory building 0 Multi-family Number of bedrooms: 5 Vol J
❑Master builder 0 Other: Number of bathrooms`-1—? .. 1—Lc 6.
JOB Sttk. CNT'C't'a'uMAT10ANS I.00 'r+(?N f .
Total number of floors: 1
Job site address:10770 SW Walnut Street New dwelling area: 2300 square feet
City/State/ZIP:Tigard,OR 97223 Garage/carport area: square feet
Suite/bldg./apt.no.: Project name:Bradea Residence Covered porch area: 25 square feet
Cross street/directions to job site:Walnut street and Tiedman Avenue Deck area: square feet
Other structure area: square feet
*I Q hitt)DATA:COiii*S 1AL-USE OH CKLIS`C .;'
Subdivision:Echo Heights Lot no.:1&2 Permit fees*are based on the value of the work performed.
Tax map/parcel no.:2S103AA01702 Indicate the value(rounded to the nearest dollar)of all
equipment,materials,labor,overhead,and the profit for the
• & x' D SCRIPTION t WO
�A� work indicated on this application.
Single story addition of great room,bedrooms and bathrooms _cj' el71.4-iValuation: $
`5> ,-1--( (,) ®A/C/v( 41....-L--Existing building area: square feet
% /1-6.�ILS T/,tc.��(1%7Z E - G/- /G/7)1 . / e..9r bui ding area: square feet
it .I.ROI~*TY ii*illE (A/E�" i4tber e3'f/ -/��i -ZY
Name:Benjamin Bradea /V/ ) (0/V/A/67 r7OAj 77) 4„` L Type of construction:
Address:10770 SW Walnut Street /?—&L /// /443 2-- 61 ref rou s:..._..- f"jAf 'y'''
City/State/ZIP:Tigard OR 97223 ',4 /�S'" '�1�=II'- _._ r
Phone:(971)5065592 Fax:( ) New:
®APPLICANT k C( CONI ACT PER Ql l
B`=f��;I7kING,'ltItIT + �ES
Business name: �,o' 1'lzsgerefer.Yti esrrr uI) i
Structural plan review fee(or deposit):
Contact name:Benjamin Bradea
FLS plan review fee(if applicable):
Address: 10770 SW Walnut Street
Total fees due upon application:
City/State/ZIP:Tigard OR 97223
Phone:(971)5065592 Fax::( ) Amount received:
E-mail:djbready@gmail.com PIOTOVOLTAIC SpLAR IVO.,SYSTEM
,:,4,,,,, ,,.,
` CON�T-tACTIt . .. mounted and
re• sidential prescriptive installation of
.• .�, 4„, roof-top PhotoVoltaic
Solar Panel System.
Business name:�� -- �t/ � Submit two(2)sets of roof plan with connection details
and fire department access,along with the 2010 Oregon
Address: Solar Installation Specialty Code checklist.
City/State/ZIP: Permit Fee(includes plan review $180.00
and administrative fees):
Phone:( ) Fax:( ) State surcharge(12%of permit fee): $21.60
CCB lic.:
Total fee due upon application: $201.60
Authorized signatures This permit application expires if a permit is not obtain
� within 180 days after it has been accepted as comp
int name: Date: ////62//.7 *Fee methodology set by Tri-County Building Indue
14Tffl�N I Et_ J�67T, Service Board.
'ding\Pennits'BUP-RESPermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB)
Building Permit Application Checklist
One- and Two-Family Dwelling FOR OFFICE USE ONLY
City of Tigard Ree
d Permit No.:
q 13125 SW Hall Blvd.,Tigard,OR 97223 Date/13y:
Associated
permits:
Z Phone: 503.718.2439 Fax: 503.598.1960
24-Hour Inspection Line: 503.639.4175 0 Electrical 0 Plumbing ❑ Mechanical
T 1 G A R U Internet: www.tigard-or.gov ❑ Other:
THE FOLLOWING ITEMS ARE REQUIRED FOR PLAN REVIEW Yes No N/A
1 Land use actions completed. See jurisdiction criteria for concurrent reviews. 0 0 ❑
2 Zoning. Flood plain,solar balance points,seismic soils designation,historic district,etc. 0 0 0
3 Verification of'approved plat/lot. 0 0 0
4 Fire district approval required. Name of district: 0 0 0
5 Septic system permit or authorization for remodel. Existing system capacity 0 0 0
6 Sew,ei perihit. 0 0 , 0
7 Water district approval. 0 0 0
8 Soils'report. Must carry original applicable stamp and signature on file or with application. 0 0 0
9 Erosion control 0 plan 0 permit required. Include drainage-way protection,silt fence design and location of catch- 0 0 0
basin protection,etc.
10 3 Complete sets of legible plans. Must be drawn to scale,showing conformance to applicable local and state 0 0 0
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.
11 Site/plot plan drawn to scale. The plan must show lot and building setback dimensions;property corner elevations(if 0 0 0
there is more than a 4-ft.elevation differential,plan must show contour lines at 2-ft.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 0 0 0
and location.
13 Floor plans. Show all dimensions,room identification,window size,location of smoke detectors,water heater, 0 0 0
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- 0 0 0
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. 0 0 0
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- 0 0 0
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 0 0 0
locations. Show attic ventilation.
18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered 0 0 0
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 0 0 0
over 10 feet long and/or any beam/joist carrying a non-uniform load.
20 Manufactured floor/roof truss design details. 0 0 0
21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas-piping schematic is required 0 0 0
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 0 0 0
architect licensed in Oreton and shall be shown to be a..licable to the .ro'ect under review.
JURISDICTIONAL SPECIFICS
23 Three(3)site plans are required for Item 11 above. Site plans must be 8-1/2"x 11"or 11"x 17". 0 0 0
24 Two(2)sets each are required for Items 16, 19,20 and 22 above. 0 0 0
25 Building plans shall not contain red lines or tape-ons. "Mirrored"building plans will not be accepted. 0 0 0
26 "Reversed"building plans must meet criteria outlined in the Permit&System Development Fees document. 0 0 0
27 "Drawn to scale"indicates standard architect or engineer scale. 0 0 0
28 Site plan to include tree size,type and location per approved project street tree plan(if applicable),and City of Tigard 0 0 0
Street Tree List.
29 Site plan to include trees and tree protection measures as required by conditions of approval. Tree locations,driplines, ❑ 0 0
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, 0 0 0
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.
uilding\Permits\BUP-RESPermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB)
FOR OFFICE USE ONLY-SITE ADDRESS: 0 720 0 $ t/ A}GL/ha
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
,,7
City of Tigard ' COMMUNITY DEVELOPMENT DEPARTMENT
Transmittal Letter
T l up,P.r) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: Tom Hochstatter DATE RECEIVEED:
DEPT: BUILDING DIVISION RECEIVED
DEC 19 2017
FROM: Nathaniel Rotta err: ' -.'-75f
COMPANY: WC Design and Graphics
PHONE: 5038054339 By:
0
RE: 10770 SW Walnut St, Tigard OR MST2017-00454
(Site Address) (Permit Number)
Bradea Residence
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copt- ".Description: Copies: Description*
Additional set(s) of plans. 3 Revisions: Sheet A1.0, A1.1, A1.2, A3.0
Cross section(s)and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other(explain):
REMARKS: Revised and added structural details, revised construction details, and
added smoke detectors and carbon monoxide detectors.
FOR OFFICE USE ONLY
Routed to Permit Technicianate: j cl,...-c).,( 1) Initials:
Fees Due: ❑ Yes EN N Fee Description: Duet Amount
$
$
$
$
Special
Instructions: /
Reprint Permit(per PE): ❑Yes No/ ❑Done
Applicant Notified: /-e, Date: /,L,/ >7d Initials: (J,—
I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012
City of Tigard
i COMMUNITY DEVELOPMENT DEPARTMENT
III
T I G A R D Building Permit Review — Residential
Building Permit #: — /0
Site Address: /0 �cj ) idVn Z l -eco
Project Name: ..,rp(7 cQC,l` -Y -_ Lot #:
(New dwelling=subdivision name;Addition or Alteration=last name of owner)
Planning Review/l/
Proposal: 6<f�'e "'i?n ort—�"-PL c-', 6 c ��Ci t 7 Ai)72A.� '
Verify site address/suite# exists and activ in permit system.
.
ARCiver Terrace Neighborhood: LI No ❑ Yes,See River Terrace Review Addendum Attached
VSi Plan Elements:
ree(3) copies of site plan ALJ xisting structures on site
ite plan must be on 8-1/2"x 11"or 11 x 17"paper KlFootprint of new structure(including decks)with finished
raven to scale(standard architect or engineer scale) oor elevations
oryOrth arrow tility locations&easements(required for new and additions)
'Vlte address,project or subdivision name and lot number L�CJ is ewalk/driveway approach
pplicant information(name and phone number) 0 cation of wells/septic systems
Y4 t dimensions and building setback dimensions 1V,Existing trees to be retained with drip line,and tree
0 It are footage of buildings to be demolished ,protection measures
aJ 1 .t area,building coverage area,percentage of coverage and '•: eet tree size,type and location
/impervious area(applicable if R-7,R-12,R-25&R-40) n Street names
Property corner elevations(2 foot contour lines if more than >1,000 sf of impervious area created or replaced? s ❑No
oot differential)
4 iIf yes,is a storm water quality facility shown? es El No
Clean Water rvices—Service Provider Letterplatted
(lotprior to
9/10/1995):
Required: Yes,applicant was notified ❑ No Received: Yes
ublic Facilities Improvement (PFI) Permit::,/
Required: El Yes,applicant was notified �,[� No Applied For: ❑ Yes ❑ No,stop intake
0 bti,nd Use Case#:
1VA oning: P-21, _
TI CJ Required Setbacks: Front 9 _-' Rear lc Side C Street Side ,.f Garage
kandscape Requirement: 0/0
IR 1" of Coverage Maximum: %
{{Building Height: Maximum Height Actual Height 4-5 'I/
\fvisual Clearance
'O ensitive Lands: ❑ Yes ❑ No Type
7rban Forestry Plan
0 !onditions "Met"prior to issuance of building permit
Notes:
Approved By Planning: ---;; i Date: //r
Revisions (after Building Submittal only) Reviewer Date
Revision 1: ❑ Approved ❑ Not Approved
Revision 2: ❑ Approved ❑ Not Approved.
Revision 3: ❑ Approved ❑ Not Approved
I:\Building\Forms\BldgPermitRvw RES 061417.docx
Building Permit Submittal
Original Submittal Date: _ 6'
Site Plans: #
Building Plans: # _ a
Building Permit#: nter building permit#above.
Workflow Routing: lanning ►Engineering 7-Permit Coordinator )Building
Workflow Sign-off: Sign-off for Planning(include notes from planning review)
Route Application Documents: '"Engineering: (1) copy of permit application, (1) site plan, (1) building plan and
original plan review routing form.
Building: original permit application,site plans,building plans, engineer and
beam calculations and trust details,if applicable, etc.
Notes: J
By Permit Technician: ,i/ �I L /L //_„ Date:
Enflifieering Review
—r G
L`�' S pe at building pad: 2,9 /�
nditions "Met"prior to issuance of building permit
LU' sements (encroachments)per engineering conditions of approval and plat
Water Quality/Quantity Facility:
Assess Water Quality Fee in-lieu: ❑ Yes ❑ No
Assess Water Quantity Fee in-lieu: ❑ des ❑ No /�K6G1C
LIDA Facility on lot: Yes ❑ No A p PANT /405f CoAi L/ y TO T
‘70,em 5v576-7-1OA) 54^) UAL iUdA-T 5
ANOT Approved by Engineering: P71 REQet,etp Date: /,/,zJ�'
Notes: Ob¢,,,r„ PPF/ S.orr., 5a - COIowtc b‘..
Approved by Engineering: Date:
Revisions (after Bung Submittal only) Reviewer Date -7
Revision 1: Approved ❑ Not Approved -..-----J�_�a r,wJ C.31._ U 1 2 "7/i /
Revision 2: ❑ Approved ❑ Not Approved
Revision 3: ❑ Approved ❑ Not Approved
Permit Coordinator Review
❑ Conditions "Met"prior to issuance of building permit
►' Approved,NOT Released: •6 r l rMvi -ic4 . t ii Alt4- Date: 111'2,7 I t7
Notes:
Revisions (after Building Submittal only)
Revision Notice 1: Date Sent to Applicant:
Revision Notice 2: Date Sent to Applicant:
Revision Notice 3: Date Sent to Applicant:
1-SDC Fees Entered: Wash Co Trans Dev Tax: ❑ Yes a N/A
Tigard Trans SDC: ❑ Yes 11 N/A
Parks SDC: ❑ Yes • N/A
LIDA ❑ Yes E /A
Xr OK to Issue Permit -W2 ,3 1 t1oM l --
Approved by Permit Coordinator: Date: 1,1/2.1i 1--7
I:\Building\Forms\BldgPermitRvw_RES 061417.docx
�
C�anV��rBe��eoFihm�mnher
CleanWaterl7- � ��~
..�. . .��. Services ����� �� � � �
="
Sensitive Area Pre-Screening Site Assessment
1. Jurisdiction: Tigard �0V � � ;101/
2. Property Infoati1S234AB01400) 3. Owner Information
Tax lot|D(s): 2S103zl801702 Name: Benjamin Bradea BVILXTIN6' ����J�����u
Company: N/A
Address: 10770 SW Walnut St
Site Address: 10770 SW Walnut St City, State,Zip: Tigard,Oregon,97223
City, Gte0e,Zip: Tigard,Oregon,97223 Phone/Fax: yrz.so*.ssya
Nearest Cross Street: Tiedeman Ave and Fonner St
E'K�oi/� djhr*udv@gmaiicnm
4. Development Activity(check all that apply) 5. Applicant Information •
g& Addition to Single Family Residence(rooms,deck,garage) Name: Benjamin Bradea
D Lot Line Adjustment Minor Land Partition
Company:
fj Residential Condominium Commercial Condominium
Address: 10770 SW Walnut St
Residential Subdivision [] Commercial Subdivision
[� Single Lot Commercial LJ K8u|dLot Commercial
CitKS��e.Zip� T/o�rd.omonn'y7z2»
Other Phone/Fax: 971.506.e92
E'KUai|� djb,eadv@/mmaiicvm
6. Will the project involve any off-site work? fjYeo ($1 No ljVnknnwn
Location and description of off-site work •
7. Additional comments or information that may be needed to understand your project
adding an addition for an Adult Foster Home
This application does NOT replace Grading and Erosion Control Permits,Connection Permits,Building Permits,Site Development Permits,DEQ
1200-C Permit or other permits as issued by the Department of Environmental Quality,Department of State Lands and/or Department of the Army
COE. AUrequ|redponnUmondappmwm|mmuothoubtainodendmnmpletedundoropp|icoh|e|ocmi.otatefederal
By signing this form,the Owner or Owner's authorized agent or representative,acknowledges and agrees that employees of Clean Water Services have authority
to enter the project site at all reasonable times for the purposof inspecting project site conditions and gathering information related to the project oho |oe��y
��|am�mi/�r���oim�nn��nnun�nodin��domman informationand��obmg�myknm�mgoand b�ioCth� is
tucomplete,
Print/Type Name Benjamin Bradea Print/Type Title N/A
ONLINE SUBMITTAL Date 9/25/2017
FOR DISTRICT USE ONLY
LI
Sensitive areas potentially exist on site or within 200'of the site. THE APPLICANT MUST PERFORM A SITE ASSESSMENT PRIOR TO ISSUANCE OF A
SERVICE PROVIDER LETTER. If Sensitive Areaexist on the site or within 200 feet on adjacent properties,a Natural Resources Assessment Report
may also be required.
Based on review of the submitted materials and best available information Sensitive areas do not appear to exist on site or within 200'of the site.This is8onniUvuAmoPn+SomoniogSkeAsmmmmnntd000NOTn|iminate the need to evaluate and protect water quaty sensitive areas if they are subseque
oUydisoovomd.This document will ommoaoyou Service Pmvidor letter required by ResolutionondO�nr17�5. Section3�02All required permits
approvals must be obtained and completed under applicable local,State,and federal law.
Lj Based on review of the submitted materials and best available information the above referenced project will not significantly impact the existing or potentially
sensitive area(s)found near the site.This Sensitive Area Pre-Screening Site Assessment does NOT eliminate the need to evaluate and protect additional water
quality sensitve areasif they are subsequently discovered.This docmontw1Uoorv000yuur8orviooPmvidor|etterooequimdbyRemo|uhonond0rdor
07-20,Section 3.02.1. All required permits and approvals must be obtained and completed under applicable local,state and federal law.
U This Service Provider Letter is not valid unless CWS approved site plan(s)are aftached.
The proposed activity does not meet the definition of development or the lot waplatted after 9/9/95 ORS 92.040(2). NO SITE ASSESSMENT OR
SERVICE PROVIDER LETTER IS REQUIRED.
Reviewedbye-44-46Date 9/28/17
2550 SW Hilisboro Highway ` Hillsboro,Oregon n71zo • Phone:(503)681'5100 ' Fax:(503)681-4439 ^ wvw°c|cm^watersem'oenm0
I
mi City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENTPrescriptive ,,
AI I '1 Wall Bracing f
worksheet
?p,17?p,1717
TIGARD
13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gn
See Residential Vali Bracing Guide for step-by-step instructions on how to use this worksheet
WIND ADJUSTMENT FACTORS
ed
Table R602.10.1.2(1)assumes wind exposure category B, 30 ft mean roof height, 10 ft cave to Numbered all Lines
ridge height. 10 ft wall height,and 2 braced wall lines sharingload in agivenplan direction on a Wall C 3rd 1st �
1st dna 3rd . 1sc2nd__ Sed
given story level. For any other conditions,apply the appropriate adjustment factors. Story Story Story' Story` Story l Story
EXPOSURE FACTOR -select adjustment factor based on exposure and story height:
(Exposure B is typical. Exposure C only occurs where exposed to open terrain such as shorelines) 1.0 1.0 1.0 1.0
Exposure B -1 story=1.0 -2 story=1.0 -3 story=1.0
Exposure C - 1 story=1.2 -2 story=1.3 -3 story=1.4
EAVE HEIGHT FACTOR-select support condition&height to determine adjustment factor: 1.0 1.3 1.0 1.3
Support Condition Roof Eave To Ridge Height
<5 ft <lO ft <15 ft <20 ft
1 Story or Top Story of 2 or 3 Story 0.7 1.0 1.3 1.6
10 Story of 2 Story or 2"d Story of 3 Story 0.85 1.0 1.15 1.3
1 s`Story of 3 Story 0.9 1.0 1.1 NP
WALL HEIGHT FACTOR-select adjustment factor based on ceiling height: .95 1.1 .95 r 1.1
- 8 Ft Ceiling = 0.90 -9 Ft Ceiling = 0.95 - 10 Ft Ceiling= 1.0
- 11 Ft Ceiling= 1.05 - 12 Ft Ceiling= 1.10
NO.OF BRACED WALL LINES FACTOR
-select adjustment factor based on number of braced wall lines: 1 0 1 0 1,0 1.0
-2 Wall Lines: 1.0 - 3 Wall Lines: 1.30 - 4 Wall Lines: 1.45 -5 Wall Lines: 1.60
TOTAL GENERAL WIND ADJUSTMENT FACTORS
Multiply all of the above adjustment factors for each story: 05 1 •05 1•43
'
SPECIFIC WIND ADJUSTMENT FACTORS -Specific to certain types of bracing methods or building conditions:
GYPSUM WALL BOARD FACTOR-Apply 1.4 adjustment factor if all the following conditions occur:
-Bracing method is either DWB,WSP,FSB,PBS,PCP or HPS and
-Gypsum board is not applied to inside face of braced wall panels. @ Braced Wall Lines
@ Story
GYPSUM WALL BOARD BRACING METHOD-Apply 0.7 adjustment factor if all of the following conditions are met:
-Bracing method is GB and
-Gypsum board is attached with 4"spacing at panel edges,including top and bottom plates and
-Blocking is provided at all horizontal joints. @ Braced Wall Lines
@ Story
ONE SIDED GYPSUM WALL BOARD FACTOR-Apply 2.0 adjustment factor if all of the following conditions are met:
-Bracing method is GB and
-Gypsum board is only attached to one side. @ Braced Wall Lines
@ Story
HOLD DOWN FACTOR-Apply 0.8 adjustment factor if all of the following conditions are met:
-Bracing method is DWB,WSP,SFB,PBS,PCP and HPS methods and
-Limited to 1 story buildings or top story of 2 or 3 story buildings and
-80011 hold down installed at each end of braced wall panels along the braced wall line.
@ Braced.Wall Lines •
@ Story
CRIPPLE WALL BRACING-Apply 1.15 adjustment factor if cripple walls occur
Wall panel spacing shall be decreased to 18 ft.See additional requirements in Section 602.10.9.1
@ Braced Wall Lines
All information in this document is subject to change. Prescriptive Wall Bracing Worksheet Rev. 1/2012 Page 1
iiti City Of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
"
Prescriptive Wall Bracing Worksheet
T I GARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
(uJ X" ,..m Ysc�N's,• /mti's2N:fr&&&;'• ;:'=.s,:zAA:'::;; ✓. NsfYic O-G fi 9, *cV".viii"i iii. ! ;. � H3H.kiti/ 'f.' /�'x"vds.✓dX C.AH3b.:.L% iyi/MN.6WG'. :^'
SEISMIC ADJUSTMENT FACTORS
STORY HEIGHT FACTOR-Select the adjustment factor based on story height All Wall Lines
< 10ft= 1.0 < 11ft= 1.1
< 12ft= 1.2 1.2
BRACED WALL LINE SPACING FACTOR- Select the adjustment factor if braced wall line spacing is greater than
t 25 ft. The spacing can only exceed 25 ft once in each direction. When a braced wall line has a parallel braced wall line on both sides,
the larger adjustment factor shall be used. See additional requirements in Section 602.10.1.5
<25ft = 1.0 < 30 ft = 1.2 <35ft = 1.4
1.0 @ Braced Wall Lines
@ Story
@ Braced Wall Lines
@ Story
WALL DEAD LOAD FACTOR-Apply 0.85 adjustment factor if wall dead load is less than or
equal to 8 psf. (This applies only to interior walls with gypsum board on each side.)
1.0 @ Braced Wall Lines
@ Story
ROOF/CEILING DEAD LOAD FACTOR FOR WALL SUPPORTING-Select adjustment factor based on the roof/ceiling dead
load and wall support condition. (Typical composition or metal roof covering will have a roof dead load< 15psf if no ceiling finish is
installed. The addition of a finished ceiling will increase the dead load to> 15 psf.
Wall Supporting Roof/Ceiling Dead Load Adj. Factor
Roof Only < 15 psf 1.0
Roof Only >15 psf<25 psf 1.1
Roof plus Occupied Attic > 15 psf<25 psf 1.2
1.0 @ Braced Wall Lines
@ Story
CRIPPLE WALL BRACING-Apply 1.15 adjustment factor if cripple walls occur.
Wall panel spacing shall be decreased to 18 ft. See additional requirements in Section 602.10.9.1
@ Braced Wall Lines
@ Story
WALLS WITH STONE OR MASONRY VENEER
See Section 602.12 and 703.7. Braced wall length shall not be less than required by Table 602.12(2)
All information in this document is subject to change. Prescriptive Wall.Bracing Worksheet Rev. 1/2012 Page 2
{,g § ..§
li , 1 t 7 d t%
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT �� '
111 q Residential Wall Bracing
Guide
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • wwwti atil=p g v i
This step-by-step guide and worksheet is intended to assist designers in applying the prescriptive lateral wall bracing provisions of
the 2011 Oregon Residential Specialty Code,in lieu of a design and calculations by a licensed engineer.The Code must be
consulted while using this guide,and in the case of a conflict between the two,the Code takes precedence.
1. Determine braced wall lines. A braced wall line is an imaginary line which might not occur where actual braced panels are
located. Identify braced wall lines and braced wall panels on a separate schematic floor plan with braced wall lines identified
by numbers in one direction and letters in the opposite direction. Dimension the length of each braced wall line and the distance
between braced wall lines. See Sections R602,10.1.4 and 8602.1.0.1.5.
• Braced wall panels may be offset up to 4 ft from the braced wall line.
• The total out-to-out offset of braced wall panels in a braced wall line may not exceed 8 ft.
• The spacing between braced wall lines may not exceed 25 ft except as noted below.
• In 1 &2 story homes,the bracing may increase to 35 ft to accommodate one room not larger than 900 SF.
2. Determine general adjustment factors for wind. These factors may vary in each direction and for each story.
• Exposure Factor-No adjustment is required for Exposure B,the typical condition in Portland.
See Section R301.2.1.4 in Chapter 3 and Footnote b in Table R602.10.1.2(1).
• Eave Height Factor-No adjustment is required if the cave to ridge height is>5 ft and< 10 ft. See Footnote c in Table
R602.10.1.2(1). If an adjustment is required,the adjustment will vary with each story.
• Wall Height Factor-See Footnoted in.Table R602.10.1.2(1).
• Number of Braced Wall Lines Factor-See Footnote e in Table R602.1.0.1.2 (1).There is no adjustment if there are
only 2 braced wall lines.
Multiply the above factors together to determine the Total General Wind Adjustment Factor. This must be calculated
for each story and in each direction. Complete top half of Page 1 of the Worksheet.
3. Determine specific adjustment factors for wind. These factors only apply to certain braced wall lines,under certain
conditions,and may or may not apply to any of the braced wall lines. See Worksheet.
• Gypsum Wall Board Factor-If gypsum wall board is not applied to the interior side of an exterior braced wall line,this
factor will occur. See Footnote fin Table R602.10.1.2(1).
• Gypsum Wall Board Bracing Method Factor-If special attachment methods are followed at interior braced wall lines,
the required bracing length can be reduced. See Footnote g in Table R602.10.1.2(1).
• One Sided Gypsum Wall Board Factor-If gypsum board is only attached to one side of an interior braced wall line,
this adjustment factor will apply. See Footnote g in Table R602.10.1.2(1).
• Hold Down Factor-This only applies to one story houses or the top story of multi-story houses. Hold downs must be
installed at each braced panel. See Footnote i in Table R602.10.1.2(1).
• Cripple Wall Bracing Factor-This factor applies if there is a cripple wall.Alternatively,cripple walls may be treated
as an additional story instead of applying this adjustment factor. See Section R602.10.9 and R602.10.9.1.
Calculate each Braced Wall Line separately. Complete the bottom half of Page 1 of the Worksheet.
4. Determine the adjustment factors for seismic. Except for the Story Height Factor,these factors only apply to certain
braced wall lines,under certain conditions.
• Story Height Factor-If the story height is greater than 10 feet,see Table 602.10.1.2(3).
• Braced Wall Line Spacing Factor-If the spacing between braced wall lines is greater than 25 ft,the adjustment factor
increases. See Section 602.10.1.5 &Table 602.10.1.5.
• Wall Dead Load Factor-If the wall dead load is less than or equal to 8 psf,(this is typical for interior walls),the
•
adjustment factor decreases. See Table 602.10.1.2(3).
• Roof/Ceiling Dead Load Factor-If the roof dead load is large(such as a concrete tile roof)or there is habitable space
in the attic,this adjustment factor is applied. See Table 602.10.1.2(3).
• Cripple Wall Bracing Factor-This factor applies if there is a cripple wall. Alternatively,cripple walls may be treated
as an additional story instead of applying this adjustment factor. See Section R602.10.9 and R602.10.9.1.
• Stone or Masonry Veneer Factor-This factor applies if there is a stone or masonry veneer. See Section 602.12,Table.
602.12(2)and Section R703.7 in Chapter 7
Each braced wall line must be calculated separately. Complete Page 2 of the Worksheet.
All information in this document is subject to change. Residential Wall Bracing Guide Rev. 1/2012 Page 1
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
111 Residential Wall Bracing Guide
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
"' 'if ifel M�,e 9A lfr;=K",.3as"F,r' F/'Y. ,s Y.?t iiiF:A "Y:m".f"s,'.✓i...'Y, ',s`f'P,,eS dry...' §":Y�X,.PN..SYF'... 3' :Y "Y' 'br!/9Y4b%,� n✓i.'�'.en
5. Complete the wind calculation for braced wall length- Refer to top half of Page 3 of the Worksheet.
• Identify bracing method. If Intermittent Sheathing is proposed-the most common options are WSP(Wood Structural
Panel)for exterior walls and GB(Gypsum Board)for interior walls. If Continuous Sheathing is proposed,it is
sufficient to note CS (Continuous Sheathing). See Table R602.10.2 for Intermittent Bracing Methods and Table
R602.10.4.1 for Continuous Sheathing.Methods.
• Identify the braced wall line spacing. This is the distance between the braced wall lines,not braced wall panels(see
Step 1.)For interior braced walls the largest dimension must be selected.
• Indicate the Required Bracing Length based on Table R602.10.1.2(1). The Basic Wind Speed for Portland is< 95
mph. Select the appropriate story location. The Required Bracing Length can be interpolated. For example,if the
table requires 2.5 ft of bracing for 10 ft wall line spacing and 5 ft of bracing for 20 ft wall line spacing,the actual
required length of bracing for 15 ft wall line spacing would be 3.75.
• Multiple the Required Bracing Length by the General Wind Adjustment Factor and the Specific Wind Adjustment
Factors and enter the result in Total Adjusted Bracing Length.
6. Complete the seismic calculation for braced wall length-Refer to bottom half of Page 3.
• Identify bracing method. For intermittent sheathing,the most common options are WSP(Wood Structural Panel)for
exterior walls and GB(Gypsum Board)for interior walls. If continuous sheathing is proposed,it is sufficient to note
CS(Continuous Sheathing). For intermittent bracing methods,see Section R602.10.2 and Table R602.10.2 For
continuous sheathing methods,see Section 8602.10.4 and Table 8602.10.4.1.
• Determine the Braced Wall Line Length-See Figure R602.10.1.3.
• Indicate the Required Bracing Length based on Table R602.10.1.2(2). The Seismic Design Category for Portland is
DI. Select the appropriate story location. The Required Bracing Length cannot be interpolated.
• Multiple the Required Bracing Length by the Seismic Adjustment Factors to determine the Total Adjusted Bracing
Length. If there are multiple adjustments for one braced wall line,multiply these factors together.
7.Compare the Total Adjusted Bracing Lengths for Wind and for Seismic. Use the greater of the two.
8. Identify Braced Wall Panels on floor plan. Indicate the type of each panel,its location and length.
• For intermittent bracing methods DWB,WSP,SFB,PBS,PCP,HPS,and GB the minimum panel length is 48". See
Section R602.10.3. The effective length of the panel shall be equal to the actual length of the panel. Method ABW is
limited to the lS story of 1 or 2 story houses and a maximum wall height of 10 ft.and the minimum required length and
hold down varies based on wall height and number of stories. See Section R602.10.3.2,Table R602.10.3.2 and Figure
R602.10.3.2. Method ABW is the equivalent of 48" of braced wall panel. Method PFH is limited to the 1``story of 1
or 2 story houses and a maximum wall height of 10 ft. The minimum required length varies based on wall height and
number of stories. See Section R602.10.3 and Figure R602.10.3.3. Method PFH is the equivalent of 48"of braced
wall panel.
• For all continuous bracing methods the minimum panel length varies,based on wall height and adjacent clear opening
height. See Section 602.10.4.3 and Table 602.10.4.2. Method CS-PF requires a tension strap. See Section
R602.10.4.1.1,Figure 602.10.4.1.1 and Table R602.10.4.1.1.
• A Braced Wall Panel shall be located at each end of the braced wall line and the distance between braced wall panels
shall not exceed 25 feet. The Braced Wall Panel shall be permitted to begin no more than 8 ft from each end of the
braced wall line provided the following occurs:
For the Intermittent braced wall method WSP. Either 1)a minimum 24"wide panel is applied to each side of the
building corner and the two 24"panels at the corner are attached to framing in accordance with Figure R602.10.4.4(1)
or 2)the end of each Braced Wall Panel closest to the corner shall have an 1800 lb hold-down device fastened to the
stud at the edge of the Braced Wall Panel closest to the corner and to the foundation or framing below. See Figure
R602.10.1.4.1.
For the Continuous Sheathing method. Either 1)a minimum 24"wide panel is applied to each side of the building corner
in accordance with Figures R602.10.4.4(1)and R602.10.4.4(5)or 2)the braced wall panel closest to the corner shall have
an 800 lb hold-down device fastened to the stud at the edge of the braced wall panel closest to the corner and to the
foundation or framing below. See Figure R602.10.4.4(5).
All information in this document is subject to change. Residential Wall Bracing Guide Rev. 1/2012 Page 2
I
' 4
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
iiii N IM
I ill q Prescriptive Wall Bracing Worksheet ..
TIGARI) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718 2439 • wwwtigafx or ova 7 ., ,
CALCULATIONS FOR LENGTH OF BRACED WALL PANELS STORY
Multiply all adjustment factors and the required wall bracing lengths to determine the total adjusted wall bracing length for each wall line for wind
and for seismic.The bracing length provided shall be equal to or greater than the higher of the two. Provide a separate calculation for each story.
WIND CALCULATION Refer to Table R602.10.1.2(1)
Braced Bracing Braced Required General Wind Specific Wind Total Adjusted Bracing Length Bracing
Wall Line Method Wall Line Bracing Adjustment Adjustment (Required Bracing Length Length
Spacing Length Factor Factor(s)* X All Adjustment Factors) Provided
1 CS 17'-0" 4.0' 1.43 1.0 5'-9" 8'-6"
2 CS 14'-6" 4.0' .95 1.0 3'-8" 6'-0"
3 CS 36'-2" 7.5' .95 1.0 7'-2" 21 '-2"
4 CS 67'-6" 11.0' .95 1.0 10'-5" 39'-5"
5
A CS 42'-0" 9.5' 1.43 1.0 13'-7" 34'-11"
B CS 24'-10" 6' 1.43 1.0 8'-7" 18'-10"
c CS 4'-6" 2.5' .95 1.0 2'-5" 4'-6"
D CS 10'-0" 2.5' .95 1.0 2'-5" 10'-0"
E CS 29'-0" 6.0' .95 1.0 5'-9" 20'-0"
*A braced wall line may have more than one specific wind adjustment factor.
SEISMIC CALCULATION Refer to Table R602.10.1.2(2)
Braced Bracing Braced Required Seismic Total Adjusted Bracing Length Bracing
Wall Line Method Wall Line Bracing Adjustment (Required Bracing Length Length
Length Length Factor(s)* X All Adjustment Factors) Provided
1 CS 17'-0" 4.1' 1.2 5'-2" 8'-6"
2 CS 14'-6" 4.1' 1.2 5'-2" 6'-0"
3 CS 36'-2" 8.5' 1.2 10'-2" 21 '-2"
4 CS 67'-6" 10.6' 1 .2 12'-9" 39'-5"
5
A CS 42'-0" 9.5' 1.2 12'-9" 34'-11"
B CS 24'-10" 6' 1.2 7'-8" 18'-10"
c CS 4'-6" 2.5' 1.2 2'-7" 4'-6"
D CS 10'-0" 2.5' 1.2 2'-7" 10'-0"
E CS 29'-0" 6.0' 1.2 7'-8" 20'-0"
*A braced wall line will be likely to have more than one seismic adjustment factor. Show all adjustment factors.
All information in this document is subject to change. Prescriptive Wall Bracing Worksheet Rev. 1/2012 Page 3
Agnes Lindor
From: Agnes Lindor
Sent: Wednesday, November 22, 2017 10:00 AM
To: 'djbready@gmail.com'
Cc: Jonny Gish;#Building Permit Technicians
Subject: MST2017-00454
Hi Benjamin-
Engineering is requesting a PFI permit be submitted for the LIDA facility and stormwater connection prior to issuance of
your building permit.Also, you may be required to connect to sewer since you are adding a bedroom. Your permit is on
hold until we received the required information. Please contact Jonny Gish in our engineering department for more
information 503-718-2467.Thanks,
Agnes Lindor I Associate Planner
City of Tigard I Community Development
13125 SW Hall Boulevard
Tigard, Oregon 97223
Phone: 503.718.2429
Email:AgnesL@tigard-or.gov
i
City of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223 Tel: 503.718.2439
Location: Inspection Date:
10770 SW WALNUT ST, TIGARD, OR, 97223 July 16, 2018 at 8:28:20 AM
Record Type: Record ID:
Residential - Master Permit MST2017-00454
Inspection Type: Inspector:
299 Final inspection David Young
Result:
FA I L
Comments:
Provide approved final inspection for open PFI permit(PFI2018-00088) as noted on
approved plumbing final inspection prior to building final inspection.
No inspection done at this time.
Violation Summary:
Inspector Contractor
City of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223 Tel: 503.718.2439
Location: Inspection Date:
10770 SW WALNUT ST, TIGARD, OR, 97223 July 18, 2018 at 9:48:37 AM
Record Type: Record ID:
Residential - Master Permit MST2017-00454
Inspection Type: Inspector:
299 Final inspection David Young
Result:
PASS - NoCofO
Comments:
All trade permits finals approved.
Final building inspection ok.
Note: no range in kitchen/ wet bar location, not for permanent cooking facilities.
Violation Summary:
Inspector Contractor