Permit (2) CITY OF TIGARD BUILDING PERMIT
1 COMMUNITY DEVELOPMENT Permit#: BUP2019-00340
T I G A R f7 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 12/31/2019
Parcel: 2S 101 AC01900
Jurisdiction: Tigard
Site address: 12615 SW 72ND AVE
Project: Lowes Home Improvement Subdivision: None Lot: None
Project Description: Installing 8 ft chain link fence.
Contractor: BEN FACKLER CONSTRUCTION INC Owner: EAGLE HARDWARE&GARDEN, INC
PO BOX 194 ATTN: TAX DEPT(TA3)
97128, OR 97128 1000 LOWE'S BLVD
MOORESVILLE, NC 28117
PHONE: 503-472-7767 PHONE:
FAX:
Specifics: FEES
Description Date Amount
Type of Use: COM
Class of Work: ALT Type of Const: Permit Fee-Additions,Alterations, 12/31/2019 $887.58
Demolition
Occupancy Grp: U Occupancy Load: 0 12%State Surcharge-Building 12/31/2019 $106.51
Dwelling Units: Plan Review 12/17/2019 $576.93
Stories: Height: ft Info Process/Archiving-Lg$2.00(over 12/31/2019 $2.00
Bedrooms: Bathrooms: 11x17)
Value: $70,208 Info Process/Archiving-Sm$0.50(up to 12/31/2019 $10.00
11x17)
Floor Areas:
Total Area:
Accessory Struct:
Basement:
Carport:
Covered Porch:
Deck:
Garage:
Mezzanine:
Total $1,583.02
Required: Required Items and Reports(Conditions)
Fire Sprinkler: Parapet:
Fire Alarm: Protected Corridors:
Smoke Detectors: Manual Pull Stations:
Accessible Parking:
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 r es adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR
952-001-0010 through OAR 952 $01-0090. You may btain a copy ;the r or direct questions to OUNC by calling 503.232. 987 or 1.800.332.2344.
Issued By: Permittee Signature:
�l 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 Application
Commercial FOR OFFICE LSE ONLY
City of Tigard RECEIVE® Received /� j�� /' P i/I�iOfa7l)l) j it
13125 SW Hall Blvd.,TigardIII
,OR 97223 Plan Revie`� f/
Phone: 503-718-2439 Fax: 503-59Ei 7 2019 Date Re Ya J Related Permit:
TI G A R D Inspection Line: 503-639-4175 Date Ready/By: Jur s: Ea See Page 2 for
Internet: www.tigard-or.gov ^#TV�1F TIGARD Notifie d: /� O I Supplemental Information
DIVISIOr
TYPE OF WORK REQUIRED DATA:1-AND 2-FAMILY DWELLING
kjaNew construction El 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
CATEGORY OF CONSTRUCTION work indicated on this application.
El1-and 2-family dwelling Commercial/industrial Valuation: $
0 Accessory building ❑Multi-family Number of bedrooms:
ElMaster builder ❑Other: Number of bathrooms:
JOB SITE INFORMATION AND LOCATION Total number of floors:
Job site address: c,,,O c(4.) /2 ►`fir
Ali" New dwelling area: square feet
City/State/ZIP: 671 J 0 11t ��" qi 7a2 3 Garage/carport area: square feet
Suite/bldg./apt.#: ProjeA name: .�- t , Covered porch area: square feet
Cross street/directions to job site: l�r%
+ LC
k, , I y,, 'l ,_i, V -T Deck area: square feet
/ Other structure area: square feet
REQUIRED DATA:COMMERCIAL-USE CHECKLIST
Subdivision: Lot 4: Permit fees*are based on the value of the work performed.
Tax map/parcel#: Indicate the value(rounded to the nearest dollar)of all
equipment,materials,labor,overhead,and the profit for the
DESCRIPTION OF WORK work indicated on this application.
I
1 Valuation: $ 7O 2,0 ..c,'""4.-.Llys It (h. ', 1 l4 .~��
Existing building area: square feet
New building area: square feet
❑ PROPERTY OWNER 0 TENANT Number of stories:
Name: U`C)1 's (� ,1 ti 4- Type of construction:
Address: 47, v,,,. 7 Occupancy groups:
City/State/MI: C ty. q79,25
(`y2 5 Existing:
I
Phone:( ) Fax:( ) New:
0 APPLICANT 0 CONTACT PERSON BUILDING PERMIT FEES*
(Please refer to fee schedule)
Business name: /-03--t ,er-, C 4. w A r1 l c ntd>ty
1.4 r Str
uctural plan review fee(or deposit):
Contact name: "'.�`�� 1 FLS plan review fee(if applicable):
Address: V 'L1.1 m I
ty 'iili��/ //422( Total fees due upon application:
Ci /State/ZII': 6 `1
7_
Phone:(� ) L/ cv Fax::( )
Amount received:
E-mail: PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES*
62.(ert-e/trlyZiete 46-. i 61-1-1
Commercial and residential prescriptive installation of
CONTRACTOR roof-top mounted PhotoVoltaic Solar Panel System.
Business name: M LLLr__ 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.: fetaffb17 Total fee due upon application: $201.60
Authorized Signa u. : This permit application expires if a permit is not obtained
rwithin 180 days after it has been accepted as complete.
Print name:' Date: !
* Fee methodology set by Tri-County Building Industry
i_ Service Board.
I:\Building\Pemuts\BUP_COM_PennitApp.doc Rev.04/21/2014 440-4613T(11/02/COM/WEB)
i
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
N Accessibility: Barrier Removal Improvement Plan
Commercial & Multi-Family - Additions or Alterations
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
REQUIREMENT: OREGON REVISED STATUTE (ORS) 447.241.
(1) Every project for renovation,alteration or modification to affected buildings and related
facilities shall be made to insure that the path of travel to the altered area and the restroom,
telephones and drinking fountains are readily accessible to individuals with disabilities unless
such alterations are disproportionate to the overall alterations in terms of cost and scope.
(2) Alterations made to the path of travel to an altered area may be deemed disproportionate to
the overall alteration when the cost exceeds twenty-five percent(25%).
VALUATION: Total of all renovation,alteration or modification being done,
excluding painting and wallpapering: [1] $
MULTIPLIER(25%barrier removal requirement): x .25
TOTAL BUDGET FOR BARRIER REMOVAL: [2] $
ELEMENTS: In choosing which accessible elements to provide under this section,priority shall be given
to those elements that will provide the greatest access. Elements shall be provided in the
following order:
(a) Parking $
(b) An accessible entrance: $
(c) An accessible route to the altered area: $
(d) At least one accessible restroom for each sex or a single unisex
restroom: $
(e) Accessible telephones: $
(f) Accessible drinking fountains:and, $
(g) When possible,additional accessible elements such as storage and
alarms: $
TOTAL(shall equal line [2] of Valuation Computation): $
I:ABuilding\Permits\BUP_COM_PermitApp.doc Rev.03/05/2019
I
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
111 I' Plan Submittal Requirements
Commercial & Multi-Family - New, Additions or Alterations
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
1. SITE PLAN (3) copies - fully dimensional, drawn to scale and labeled with:
A. ❑ map&tax lot# El project name ❑ site address ❑ suite number
❑ zoning ❑ applicant name ❑ phone number
B. North arrow.
C. Scale (architectural or engineering only).
D. Street names.
E. Setbacks.
F. Parking,including disabled access.
G. Finished floor elevations.
2. EROSION CONTROL PLANS AND DETAILS.
3. BUILDING PLANS: See the "Plan Submittal Requirement Matrix" for the number of
plans required based on submittal type (no redlines or tape-ons accepted).
All details listed below shall be incorporated into the plans:
A. Scale (architectural or engineering only).
B. Foundation plan.
C. Floor plan(s).
D. Cross sections.
E. Reflective ceiling plan.
F. Seismic bracing detail for suspended ceiling.
G. Roof plan.
H. Exterior elevations.
I. Structural calculations,plans, details and specifications.
J. Accessibility barrier removal worksheet.
K. Deposit-based on valuation of project.
I:ABuilding\Permits\BUP_COM_PermitApp.doc Rev.03/05/2019
A
•
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
" Plan Submittal Requirements Matrix
Commercial & Multi-Family - New, Additions or Alterations
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
Type of Submittal # of Plans
(Includes new,additions and alterations.) Required at
Submittal
Demolition Permit 2
(site plan is required showing location and square footage
of all buildings to be demolished,erosion control plan and
tree protection,if applicable)
Site Work 3
(must include location of all accessible parking)
Plumbing (site utilities) 2
Building 3
Fire Protection System 3
Mechanical 2
Plumbing (building fixtures) 2
Electrical 2
Solar Photovoltaic 2
(Requires check list for prescriptive installation. If not
prescriptive installation,engineering is required.)
Plan review is dependent upon submittal of a completed application and plans.
After plan review approval, the Plans Examiner will contact the applicant to request
additional sets of plans for distribution purposes (for contractor, City of Tigard,Washington
County, and Tualatin Valley Fire & Rescue),if applicable.
I:ABuilding\Permits\BUP_COM_PermitApp.doc Rev.03/05/2019
City of Tigard
COMMUNITY DEVELOPMENT DEPARTMENT
I
i
TIGARD Building Permit Review — Commercial - 7\o Land Use
Building Permit #: 6UI )O1 7G6
'1a
Site Address: /3&/c C)/t ) WJ 19y-eSuite/Bldg#:
Project Name: doe ICS a
(Name of commercial business occupying the space. If vacant,enter Spec Space.)
Planning Review
Proposal: Ai2,a,u ,4 a
Existing Business Activity: -....c21/./4— Dri,P9 , rp S /
Pro.:sed Business Activity: /( /( //
V-rify site address/suite# exists and active in permit syste
al# Over Terrace Nei hborhood: ❑ Yes No
Wig: q t_ d�/ c.,c._
, rmitted Use: PI Yes CI CISpec Space
C firm no land use required.
Business License:
Exists: Yes Cl No,applicant was provided a business license application
Notes:
Approved by Planning: , 47 Date: id7-2 7
Revisions (after Building Submittal only) Reviewer Date
Revision 1: El Approved ❑ Not Approved
Revision 2: ❑ Approved ❑ Not Approved
Revision 3: ❑ Approved ❑ Not Approved
Building Permit Submittal /
Original Submittal Date: 1,1_1(2 ! !/
y
Site Plans: # 3
Building Plans: # 3
Building Permit#: nter building permit#above.
Workflow Routing: Planning 1SPermit Coordinator Building
Workflow Sign-off: Sign-off for Planning(include notes fro planning review)
Route Application Documents: "Building: original permit application, site plans,building plans,engineer and
beam calculations and trust details,if applicable,etc.
Notes: 0
By Permit Technician: ��� „ i`I ,// •%, Date: / /O //7
I:\Building\Forms\BldgPermitRvw_COM_NoLandUse_111819.docx
Permit Coordinator Review
❑ Conditions "Met"prior to issuance of building permit
❑ Approved, NOT Released: Date:
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:
l2 S/DC Fees,Entered: Wash Co Trans Dev Tax: ❑ Yes 1A
Tigard Trans SDC: ❑ YesA
Parks SDC: 0 Yes N/A
OK to Issue Permit
Approved4(
by Permit Coordinator: Da '/ -te: / 2S/"
I:�Building\Forms\BldgPennit Rvw_COM_NoLandUse 111819.docx
SOILS AND FOUNDATIONS
loads, the calculations shall be in accordance with Sections 1807.1.1 Design lateral soil loads. Foundation walls shall
1806.3.1 through 1806.3.4. be designed for the lateral soil loads set forth in Section
1610.
1806.3.1 Combined resistance. The total resistance to lat-
eralloads shall be permitted to be determined by combining 1807.1.2 Unbalanced backfill height. Unbalanced backfill
the values derived from the lateral bearing pressure and the height is the difference in height between the exterior finish
lateral sliding resistance specified in Table 1806.2. ground level and the lower of the top of the concrete footing
that supports the foundation wall or the interior finish
1806.3.2 Lateral sliding resistance limit. For clay, sandy ground level. Where an interior concrete slab on grade is
clay,silty clay,clayey silt,silt and sandy silt,in no case shall provided and is in contact with the interior surface of the
the lateral sliding resistance exceed one-half the dead load. foundation wall,the unbalanced backfill height shall be per-
mitted to be measured from the exterior finish ground level
1806.3.3 Increase for depth. The lateral bearing pressures to the top of the interior concrete slab.
specified in Table 1806.2 shall be permitted to be increased
by the tabular value for each additional foot (305 mm) of 1807.1.3 Rubble stone foundation walls. Foundation
depth to a maximum of 15 times the tabular value. walls of rough or random rubble stone shall not be less than
16 inches(406 mm)thick. Rubble stone shall not be used for
1806.3.4 Increase for poles. Isolated poles for uses such as foundation walls of structures assigned to Seismic Design
flagpoles or signs and poles used to support buildings that CategoryC, D, E or F.
are not adversely affected by a 1/2 inch (12.7 mm) motion at 1807.1.4 Permanent wood foundation systems. Perma-
the ground surface due to short-term lateral loads shall be nent wood foundation systems shall be designed and
permitted to be designed using lateral bearing pressures installed in accordance with AF&PA PWF. Lumber and ply-
equal to two times the tabular values. wood shall be treated in accordance with AWPA UI (Com-
modity Specification A, Use Category 4B and Section 5.2)
and shall be identified in accordance with Section
SECTION 1807 2303.1.8.1.
FOUNDATION WALLS, RETAINING WALLS AND 1807.1.5 Concrete and masonry foundation walls. Con-
EMBEDDED POSTS AND POLES crete and masonry foundation walls shall be designed in
1807.1 Foundation walls. Foundation walls shall be designed accordance with Chapter 19 or 21, as applicable.
and constructed in accordance with Sections 1807.1.1 through Exception: Concrete and masonry foundation walls shall
1807.1.6. Foundation walls shall be supported by foundations be permitted to be designed and constructed in accordance
designed in accordance with Section 1808. with Section 1807.1.6.
TABLE 1806.2
PRESUMPTIVE LOAD-BEARING VALUES
LATERAL BEARING f LATERAL SLIDING RESISTANCE
VERTICAL FOUNDATION PRESSURE
CLASS OF MATERIALS PRESSURE(psf) (psf/f below natural grade) Coefficient of frictions Cohesion(psf)b
1. Crystalline bedrock 12,000 1,200 0.70
2. Sedimentary and foli- 4,000 400 0.35
ated rock
C I
3. Sandy gravel and/or
gravel (GW and GP) 3,000 200 0.35
4. Sand, silty sand,clayey
sand, silty gravel and 2,000 150 0.25 -
clayey gravel (SW,SP,
SM, SC, GM and GC)
5. Clay, sandy clay, silty
clay, clayey silt, silt and 1,500 100 130
sandy silt(CL, ML,
MH and CH)
For SI: 1 pound per square foot=0.0479 kPa, 1 pound per square foot per foot=0.157 kPa/m.
a. Coefficient to be multiplied by the dead load.
b. Cohesion value to be multiplied by the contact area,as limited by Section 1806.3.2.
392 (32) 2009 INTERNATIONAL BUILDING CODE®