Permit III CITY OF TIGARD MASTER PERMIT
•.• COMMUNITY DEVELOPMENT Permit#: MST2014-00178
TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 10/22/2014
Parcel: 2S 105 DD05600
Jurisdiction: Tigard
Site address: 13685 SW SANDRIDGE DR
Subdivision: PACIFIC CREST Lot: 32
Project: SOON
Project Description: New suspended ceiling in basement.
BUILDING
Floor Areas Required Setbacks Required_
Stories: 0 Bedrooms: 0 First: 0 sf Basement 0 sf Left: 0 Parking Spaces: 0
Height: 0 Bathrooms: 0 Second: 0 sf Garage: 0 sf Front: 0 Smoke
Dwelling Units: 0 Third: 0 sf Right: 0 Detectors:
Total: 0 sf Value: $3,000.00 Rear: 0
PLUMBING
Sinks: 0 Water Closets: 0 Washing Mach: 0 Laundry Trays: 0 Rain Drain: 0 Urinals: 0
Lavatories: 0 Dishwashers: 0 Floor Drains: 0 Sewer Lines: 0 SF Rain Storm Sewer 0
Drains: 0
Tubs/Showers: 0 Garbage Disp: 0 Water Heaters: 0 Water Lines: 0 Catch Basins: 0
Bckflw Prevntr: 0
Footing Drain: 0 Ice Maker: 0 Hose Bib: 0 Backwater Value: 0
Drywell-Trench Drain: 0 Other Fixtures: 0
Other Fixture Units:
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 add!500 sf: 0 201-400 amp: 0 201-400 amp: 0 W/O Svc/Fdr: 0
Mfd Home/Feeder/Svc: 0 401-600 amp: 0 401-600 amp: 0
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:
ALT SF VB R-3 0
Owner: Contractor:
WINATA,SUSAN& BORLAUG CONTRACTING INC Required Items and Reports(Conditions)
SOON,STEPHEN K H 3155 SW 234TH AVE#F
13685 SW SANDRIDGE DR HILLSBORO,OR 97123
TIGARD,OR 97223
PHONE: PHONE: 503-533-4464
FAX: 503-533-9770
Total Fees: $218.71
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. Those rules are set forth in OAR
952-001-0010 through OAR 952-001-0090. You may obtain a•• • • - • - or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344.
Issued By: ���. Perm! • '.nature: _
C 11l••�'°I .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
Residential It,ll OI I It I I sl OvI 1
City of Tigard Received:IN '1
SW Hall Blvd.,Tigard,OR 97223 OCT 16 2014 • 11� ° " ,�� 1,
■ Phone: 503.718.2439 Fax: 503.598.1960 1'�/(�.r�(��Q� pateB ' :b'' ' (01110 other Permit:
T .��t[� Inspection Line: 503.639.4175 C{{ 1 O 1 IC ^ Date ReadyBy: �� /�, 0 See Page 2 for
Internet: www.tigard-or.gov MOW((��ft i1 nglOt` notified/Method: /'d/� i f ( -K✓ -iii Supplemental Information
pVILUItv�� b�F _Cvt.ff
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
®Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the
CATEGORY OF CONSTRUCTION work indicated on this application.
® 1-and 2-family dwelling ❑Commercial/industrial Valuation: $3,000.00
❑Accessory building ❑Multi-family Number of bedrooms:
El Master builder ❑Other: Number of bathrooms:
JOB SITE INFORMATION AND LOCATION Total number of floors: 3
Job site address:13685 SW Sandridge Dr New dwelling area: square feet
City/State/ZIP:97223 Garage/carport area: square feet
Suite/bldg./apt.no.: Project name:Stephen Soon Covered porch area: square feet
Cross street/directions to job site:Mistletoe Dr turns into Sandridge Dr Deck area: square feet
5 /9 Other structure area: square feet
5 Y REQUIRED DATA:COMMERCIAL-USE CHECKLIST
Subdivision: Lot no.: Permit fees°are based on the value of the work performed.
Tax map/parcel no.: 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.
New Suspended Ceiling In Basement Valuation: $3000
Existing building area: square feet
New building area: square feet
® PROPERTY OWNER ❑ TENANT Number of stories: 3
Name:Stepehen Soon Type of construction: Interior
Address:13685 SW Sandridge Dr Occupancy groups:
City/State/ZIP:97223 Existing:
Phone:(503)880-8269 Fax:( ) New:
® APPLICANT ® CONTACT PERSON BUILDING PERMIT FEES'
(Please r
Business name:Borlaug Contracting Inc Witte �
Structural plan review fee(or deposit):
Contact name:Don Borlaug
FLS plan review fee(if applicable):
Address:3155 SW 234`11 Ave#F -
City/State/ZIP:97123 Total fees due upon application: 177, 5Zj
Amount received:
Phone:(503)810-7106 Fax::(503)533-9770
E-mail:donbciinc @gmaiLcom _
PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES*
Commercial and residential prescriptive installation of
CONTRACTOR r o o f-t o p m o u n t e d . : 'Voltaic Solar Panel System.
Business name:Borlaug Contracting Inc Submit two(2)sets • .roo with connection :ils
and fire department access,along , • • e 21 r Oregon
Address:3155 SW 234te Ave#F Solar Installation Specialty Code chec .
City/State/ZIP:97123 p/�5/54,44+ DA- Permit Fee(includes plan w $ ,1.00
and adminis• .:•e fees):
Phone:(503)533-4464 t Fax:(503)533-9770 State surcharge(12°.of permit fee): $21.60
CCB lie.:117340 /0/9�/ Total f, due upon application: $201.60
Authorized signature:, This permit application expires if a permit is not obtained
within 180 days after it has been accepted as complete.
Print name:Donald Borlaug Date:10/16/14 *Fee methodology set by Tri-County Building Industry
Service Board.
1:1Building\Permits\BUP-RESPermitApp.doc 02/24/2011 440-4613T(11/02/COM/WEB)
•
Category C
Alternate Seismic Application
OCT 16 2014
Intermediate Duty DXL-I-C Systeetryorr (IUAfIU
7/8" Molding 11810f�l( �?
Systems Summary Suspension System Duty Rating Intermediate
Wag Molding 7/B
Seismic Clip ACM7
Roaring Sides—3/r Gap ACM7 seismic clip with fastener attachment to tee through slot(optional),and
one fastener through wall molding(optional).
Perimeter Hanger Wires None
Stabilizer Bars None
Construction Details Q
v
Floating Wall
X 12-gauge hanger wire
•
Cross Tee T ACM7 seismic clip
d \Cross Tee X
3
f
•
All main Dcnn suspension systems—DX/DXL, ! f
RNEUNE DXF,FI«EUw 1/8 DXFF,CemilOTEE DXT/DXLT,
CE,DXW,DXLA,and ZXLA—include the code- 1 \
compliant intermediate-duty main tees for Seismic
Design Categories A,B and C. ._..,. _Y _._..
The performance of Donn seismic systems is s t
based on the specific combination of superior
components,and design and installation methods
shown.Components from other manufacturers
were not evaluated,and their use or any mixed use
is not recommended.
Convenience holes located in the tee bulb may be
used for any and all hanger wires.
10
ACM 7 Clip,Floating Watts
E—)1
ACM7 seismic clip
screw attached(optional) 4.06.
'/a"x'/a"wall molding �,'1 jN
tee
I
11
ACM7 Clip,light Wall
dk .
. Ark
8"max.
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a"max.-1---, ,--
l perimeter ./!!
hanger wire ACM7 seismic clip
7( I
perimeter
screw attached(optional) irkl. hanger wire
attach screw ' 7/s"x 718 wall molding 0, .e„. tee
throteingehreiotherintogp_
attach screw optional) V, '"•)--'.,' -' -' -
through 7/8"-<.,
either side i • 'I .
(optional) ! '1E1 o :e
\,'------ '
L ACW waM
• 7h" attachment clip
Tee Rivet,light Wall
Ark •;„ i .
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8"max.____
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• 8"max.
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\\ +•IP'';', perimeter , -•-'-'---
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6 hanger wire
i 1
------ perimeter
1
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7 " molding .„---- - hanger wire
J tee
-----
111.11111111111.1Fa'a •
• pop rivet
ACM7 Clip,Floating Wall
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8"max.
8"max.—=i---1
perimeter
hanger wire
ACM7 seismic clip --'
ir'-----1,---'' perimeter
CM7
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gm hanger wire wall molding
\ ' ■c=ti. °0' 1.1% %\,.
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A wall
. 7/,.L attachment dip
7
Building Codes Division Statewide Code Interpretation
N Working with Oregonians
� � to ensure safe building
ot, construction while 2010 OSSC (effective July 1, 2010)
supporting a positive
business climate. Section 1613.1.
REVISED: July 1, 2010
2010 OSSC Section 1613.1,
Code Section:
ASCE 7-05 Section 13.5.6
2010 OSSC
Code Edition:
ASCE Standard 7-2005.
• Update code/standard editions.
• Update reference to NWCB Technical Bulletin (TB) 401. The
previously referenced version; "TB 401-Oregon"is no longer
available.
Revision Synopsis: • Update note V a: The threshold for lateral force bracing of
suspended ceilings has increased from 144 square feet to 1000 square
feet in the 2010 OSSC.
• Removal of text regarding grace period for adhesive, screw and
expansion anchors as complying product is available.
Subject: Construction requirements for Suspended Ceiling Systems.
Question: What are the minimum requirements of the Oregon Structural Specialty Code
for the construction of suspended ceiling systems?
Answer: I. The following options are available:
a. An engineered ceiling system designed for appropriate forces,
b. Prescriptive ceiling systems per CISCA standards as provided
below, except for ceiling systems in structures classified as
Occupancy category III or IV:
i. in Seismic Design Category C, construction in accordance
with CISCA standards for seismic zones 0-2.
All of the notes in section IV of this interpretation shall be
applicable in addition to the CISCA requirements
ii. in Seismic Design Categories D through F, construction
in accordance with CISCA standard for seismic zones 3
Building Codes Division•Department of Consumer and Business Services •State of Oregon 1
f'fir
1535 Edgewater NW Salem,Oregon•PO Box 14470 Salem,OR 97309-0404
503-378-4133 ♦TTY 503-373-1358 •Fax 503-378-2322 1 bcd.oregon.gov : .
In accordance with OAR 918-008-0110,the information contained in this statewide code interpretation is `}
legally binding on any party involved in activities regulated by applicable Oregon law,applicable Oregon regulations
or the state building code.If the information contained in this statewide code interpretation is cited as a basis
for a civil infraction,a representative of the jurisdiction must cite the interpretation number found in this document.
and 4 with modifications as noted in ASCE 7-05
standard.
All of the notes in sections IV and V of this interpretation
shall be applicable in addition to the requirements contained
• in ASCE 7-05 and the CISCA standards for Seismic Design
Categories D through F.
c. Two additional compliance options are available based upon
ASCE 7-05 Sections 13.2.5 and 13.2.6:
i. Shake table testing of components and their supports, to
determine their seismic capacities, in accordance with
ICC Acceptance criteria 156. {Section 13.2.5 of the
ASCE 7-05.}, or
ii. Seismic qualification by experience data based on
nationally recognized procedures. {Section 13.2.6 of
the ASCE 7-05.}
II. Northwest Wall& Ceiling Bureau- Technical Bulletin 401: In
structures other than those classified as occupancy category III or IV,
suspended ceilings installed in accordance with the prescriptive
provisions of NWCB TB 401 are deemed to comply with this
interpretation.
NWCB TB 401 contains information compiled from the different
applicable documents such as ASCE Standard 7-05, IBC 2010, ASTM
Standard C635 and CISCA and is available at the following Internet
address:
http://www.nwcb.om images/resource files/401°o20Suspension%20Sy
stems°"n20for%20Acoustical°020Lav-in"%o20Ceilinas(2009)pdf
All of the notes in sections IV and V of this interpretation shall be
applicable in addition to the requirements contained in NWCB TB
401.
III. The Seismic restraint for suspended ceiling systems in structures
classified as Occupancy Category III and IV, are required to be
designed for the specific project and the anchorage of the ceiling
system is required to be periodically special inspected in Seismic
Design Categories D, E, and F in accordance with the provisions of the
current edition of the Oregon Structural Specialty Code.
IV. GENERAL NOTES. The following notes are applicable to sections I
and II:
a. SPECIALTY CEILINGS. Specialty ceilings, must be installed
using an engineered design and may not use the provisions of
this interpretation. Specialty ceilings include but are not
limited to those:
i. Incorporating arched ceilings, curved or curvilinear
ceilings or sloped ceilings; or
-2-
ii. Having no direct connection to the surrounding walls or
supports, such as "free floating"or"cloud"ceiling
elements.
b. TILES. Suspended ceilings installed to this interpretation may
use either standard acoustical lay-in ceiling panels,tegular or
kerfed ceiling panels.
c. SPREADER BARS.
i. Wire ties are deemed equivalent to spreader bars
ii. Spreader bars are not required if a 90 degree intersecting
cross or main is within 8 inches of the perimeter wall.
iii. Spreader bars are not required at perimeters where
ceiling grid ends are attached to closure angles.
d. WIRE GAUGE: The minimum wire size shall be US Steel Wire
Gage#12 (0.1055 inch).
V. Notes Specific to Design Categories D through F
a. Lateral force bracing is required for ceilings over 1000 square
feet.
b. Ceilings with interstitial spaces less than 12 inches to framing
are not required to have lateral force bracing.
c. GRID ATTACHMENT: The suspended ceiling grid shall be
attached to two adjacent walls. Soffits complying D(ii)(2)are
deemed to be equivalent to walls. The other end of the grid in
each horizontal direction shall have a 0.75 in(19 mm)clearance
from the wall and shall rest upon and be free to slide on a
closure angle.
d. SEISMIC JOINTS
i. For ceiling areas exceeding 2,500 square feet,a seismic
separation joint shall be provided. The layout and
location of seismic separation joints shall be per the
designer of record and noted on the plans.
ii. In lieu of seismic separation joints, the ceiling may be
divided into areas less than 2,500 square feet by the use
of partitions or soffits as described below.
1. Partitions. Where used,partitions shall extend a
minimum of 6 inches above the level of the
plane of the grid and shall be independently
braced to the structure above.
2. Soffits. Where used, soffits shall extend to a
point at least level with the bottom plane of the
grid and shall be independently supported and
laterally braced to the structure above.
iii. Other than partitions and soffits, seismic joints may not
be used as part of a fire rated ceiling assembly unless
substantiating documentation is provided.
iv. The minimum movement that must be accommodated at
-3-
seismic joints is 3/4 of an inch.
e. PERIMETER CLIPS: Where substantiating documentation is
provided,perimeter clips may be used to satisfy the following
requirements:
i. 2 inch closure angle
ii. Spreader bar requirements
f. Sprinkler Heads: Flexible head design that can accommodate 1
inch free movement in any direction shall be permitted as an
alternate to the requirement for 2 inch oversize rings, sleeves or
adapters through the ceiling tile.
Powder driven shot-in-anchors" when used for seismic
application as part of the prescriptive path in Seismic Design
Categories D,E, &F shall have an ICC-ES approval for
seismic applications and shall require "special inspection"
irrespective of the type of"occupancy category"the structure is
in.Anchors for kicker wires (splayed wires installed for
purposes other than seismic restraint)are exempt from this
requirement.
As of the issuance of this interpretation,approved load testing
values for the use of"powder driven shot-in-anchors"in
normal-weight concrete over a metal pan deck have not been
established. Until such time as approved load testing values are
established, an on-site pull-test of such assemblies is required.
The test shall demonstrate that the anchor can support a
minimum 250 lbs for not less than 10 seconds and be conducted
by an approved testing agency. At a minimum, such testing
shall be performed on 5%of the total number of wires but no
less 5. Test samples shall be selected from dispersed locations.
On Site Test Failures.
In case of pull test failures,the testing agency shall notify the
local jurisdiction. An increased level of testing,as described
below, shall be conducted. All failed anchors shall be replaced.
Increased testing requirements.
1. A minimum of 6 anchors in the immediate vicinity of the
failed anchor shall be tested.
2. In the event of any additional failure, all anchors placed on
the same day shall be tested.
Load testing results are required to be submitted to the local
jurisdiction for approval prior to the ceiling grid inspections.
VI. Upgrading of Existing Ceilings;
a. Ceilings without Seismic Bracing. Where existing ceilings are
without seismic bracing, the ceiling system shall be brought
into substantial compliance with current code requirements
when 50%or more of the ceiling tile is altered,repaired or
replaced as part of a general space alteration, or if all of the
-4-
ceiling system is removed.
Substantial Compliance means installation of the following
items where required in new construction;
i. lateral force bracing(splayed wires)
ii. compression struts
• iii. slack wires on all light fixtures and air terminals.
• This requirement does not trigger the need for;
i. 2 inch closure angle as specified in section II
ii. Seismic separation joints
iii. 1 inch movement in all directions around sprinkler
pendants
These upgrades are not required when:
i. removing portions of tiles or panels and/or grid to alter
ductwork, sprinkler pipe, etc.
ii. portions of a ceiling are removed only to facilitate the
installation of sprinkler piping.
b. Ceilings without Compression Struts. Where existing ceilings
have seismic bracing but do not have compression struts at the
center of the splayed wires, the addition of compression struts
will only be required when and where the grid is replaced,
altered,raised or lowered.
Analysis: Building Codes Division staff has obtained clarifications from both the ASCE
and CISCA staff regarding the intent of provisions in their respective
documents. Both documents intended to allow the prescriptive construction of
suspended ceilings in accordance with the methodology provided in the
appropriate CISCA standard along-with the modifications listed in ASCE 7-
05.
Richard S. Rogers, Structural Program Chief
Contact. richard.rogers @state.or.us (503) 378-4472
-5-
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