Report (4) COMcheck Software Version 3.9.4
Mechanical Compliance Certificate
2014 Oregon Energy Efficiency Specialty Code
Section 1: Project Information
Project Type: Addition
Project Title : Build a Bear
Construction Site: Owner/Agent: Designer/Contractor:
Washington Square Mall Gregory R.Schnackel P.E.
9585 SW Washington Square Rd Schnackel Engineers,Inc.
Portland,OR 97223 3035 South 72nd Street
Omaha,NE 68124
402.391.7680
Section 2: General Information
Building Location(for weather data): Portland,Oregon
Climate Zone: 4c
Section 3: Mechanical Systems List
Quantity System Type&Description
2 VAV-1,2(Single Zone):
Heating: 1 each-Duct Furnace,Electric,Capacity=31 kBtu/h
No minimum efficiency requirement applies
Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method): Passes
Fans:
FAN 1 Supply,Constant Volume,2325 CFM, 1.0 motor nameplate hp
1 HWH-1:
Electric Storage Water Heater,Capacity: 10 gallons
No minimum efficiency requirement applies
Section 4: Requirements Checklist
In the following requirements,blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks
identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference page/section'identifies where in
the plans/specs the requirement can be verified as being satisfied.
Requirements Specific To: VAV-1,2 :
• 1. Energy recovery ventilation systems.Individual fan systems that have both a design supply air capacity of 5,000 cfm or greater and a
minimum outside air supply of 70 percent or greater of the design supply air quantity have an energy recovery system.
Plans reference page/section:
Requirements Specific To: HWH-1 :
• 1. Newly purchased equipment meets the efficiency requirements. No efficiency requirements for water heater with storage capacity less
than 20 gallons.
• 2. Service water-heating equipment performance efficiency.Water heating equipment efficiency has been verified through data furnished
by the manufacturer or through certification under an approved certification program.
ti 3. Temperature controls.Service water-heating equipment have controls to allow a setpoint of 110°F for equipment serving dwelling units
and 90°F for equipment serving other occupancies.The outlet temperature of lavatories in public facility rest rooms is limited to 110°F.
Plans reference page/section:
Project Title: Build a Bear Report date: 05/08/15
Data filename:V:\Energy_Calculation Data Files\Comcheck v3.9.4.1\150292.cck Page 4 of 7
✓ 4. Heat traps.Water-heating equipment not supplied with integral heat traps and serving noncirculating systems have heat traps on the
supply and discharge piping associated with the equipment.
•
Plans reference page/section:
✓ 5. Pipe Insulation.For automatic-circulating hot water and externally heated(such as heat trace or impedance heating)systems,piping is
insulated in accordance with the specifications of this section.
• 6. Hot Water System Controls.Systems designed to maintain usage temperatures in hot water pipes is turned off automatically when
the hot water system is not in operation and has demand sensing controls that turn off the system when there is no demand when the
system is operational.A check valve or similar device is installed per requirement details.
Plans reference page/section:
Generic Requirements: Must be met by all systems to which the requirement is applicable:
• 1. Calculation of heating and cooling loads.Design loads are determined in accordance with the procedures described in the
ASH RAE/ACCA Standard 183.Alternatively,design loads have been determined by an approved equivalent computation procedure.
• 2. Packaged Electric Equipment.Specified packaged electrical equipment has a heat pump as the primary heating source.
Plans reference page/section:
• 3. Equipment and system sizing.Heating and cooling equipment and systems capacity do not exceed the loads calculated in accordance
with Section 503.2.1.
Plans reference page/section:
✓ 4. HVAC Equipment Performance Requirements. Reported efficiencies have been tested and rated in accordance with the applicable test
procedure.The efficiency has been verified through certification under an approved certification program or,if no certification program
exists,the equipment efficiency ratings are supported by data furnished by the manufacturer.
• 5. Thermostatic Controls.The supply of heating and cooling energy to each zone is controlled by individual thermostatic controls that
respond to temperature within the zone.
Plans reference page/section:
✓ 6. Set point overlap restriction.Where used to control both heating and cooling,zone thermostatic controls provide a temperature range
or deadband of at least 5°F(2.8°C)within which the supply of heating and cooling energy to the zone is capable of being shut off or
reduced to a minimum.
Plans reference page/section:
• 7. Optimum Start Controls.Each HVAC system has controls that vary the start-up time of the system to just meet the temperature set
point at time of occupancy.
Plans reference page/section:
✓ 8. Off-hour controls.Each zone is provided with thermostatic setback controls that are controlled by either an automatic time clock or
programmable control system.
Plans reference page/section:
• 9. Shutoff damper controls.Both outdoor air supply and exhaust are equipped with not less than Class I motorized dampers.
Plans reference page/section:
• 10.Freeze Protection and Snow melt system controls.Freeze protection systems,such as heat tracing of outdoor piping and heat
exchangers,including self-regulating heat tracing,include automatic controls capable of shutting off the systems when outdoor air
temperatures meet code criteria.
Plans reference page/section:
• 11.Separate air distribution systems.Zones with special process temperature requirements and/or humidity requirements are served by
separate air distribution systems from those serving zones requiring only comfort conditions;or shall include supplementary control
provisions so that the primary systems may be specifically controlled for comfort purposes only.
Plans reference page/section:
• 12.Humidity control.If a system is equipped with a means to add or remove moisture to maintain specific humidity levels in a zone or
zones,a humidity control device is provided.
Plans reference page/section:
• 13.Humidity control.Where a humidity control device exists it is set to prevent the use of fossil fuel or electricity to produce relative
humidity in excess of 30 percent.Where a humidity control device is used for dehumidification,it is set to prevent the use of fossil fuel
or electricity to reduce relative humidity below 60 percent.
Plans reference page/section:
Project Title: Build a Bear Report date: 05/08/15
Data filename:V:\Energy_Calculation Data Files\Comcheck v3.9.4.1\150292.cck Page 5 of 7
14.Humidity control.Where a humidity control device exists it is set to maintain a deadband of at least 10%relative humidity where no
active humidification or dehumidification takes place.
Plans reference page/section:
✓ 15.Ventilation.Ventilation,either natural or mechanical,is provided in accordance with Chapter 4 of the International Mechanical Code.
Where mechanical ventilation is provided,the system has the capability to reduce the outdoor air supply to the minimum required by
Chapter 4 of the International Mechanical Code.
Plans reference page/section:
• 16.Demand controlled ventilation(DCV).DCV is required for spaces larger than 500 ft2 for simple systems and spaces larger than 150 ft2
for multiple zone systems.
Plans reference page/section:
• 17.Kitchen hoods.Kitchen makeup is provided as required by the Oregon Mechanical Specialty Code.
Plans reference page/section:
• 18.Enclosed parking garage ventilation controls. In Group S-2,enclosed parking garages used for storing or handling automobiles employs
automatic carbon monoxide sensing devices.
Plans reference page/section:
• 19.Duct and plenum insulation and sealing.All supply and return air ducts and plenums are insulated with the specified insulation.When
located within a building envelope assembly,the duct or plenum is separated from the building exterior or unconditioned or exempt
spaces by a minimum of R-8 insulation.All ducts,air handlers and filter boxes are sealed.Joints and seams comply with Section 603.9
of the International Mechanical Code.
• 20.Low-pressure duct systems.All longitudinal and transverse joints,seams and connections of low-pressure supply and return ducts are
securely fastened and sealed with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric systems or tapes installed in
accordance with the manufacturer's installation instructions.
Plans reference page/section:
• 21.Medium-pressure duct systems.All ducts and plenums designed to operate medium-pressure are insulated and sealed in accordance
with Section 503.2.7.Pressure classifications specific to the duct system are clearly indicated on the construction documents.
Plans reference page/section:
• 22.High-pressure duct systems.Ducts designed to operate at high-pressure are insulated and sealed in accordance with Section 503.2.7.
In addition,ducts and plenums are leak-tested in accordance with the SMACNA HVAC Air Duct Leakage Test Manual.
Plans reference page/section:
• 23.Air system balancing.Each supply air outlet and zone terminal device is equipped with means for air balancing in accordance with the
requirements of IMC 603.17.Discharge dampers intended to modulate airflow are prohibited on constant volume fans and variable
volume fans with motors 10 horsepower.
Plans reference page/section:
• 24.Manuals.The construction documents require that an operating and maintenance manual be provided to the building owner by the
mechanical contractor.See long description for specifications.
Plans reference page/section:
• 25.Air System Design and Control. Each HVAC system having a total fan system motor nameplate hp exceeding 5 hp meets the provisions
of Sections 503.2.10.1 through 503.2.10.2.
Plans reference page/section:
• 26.Allowable fan floor horsepower.Each HVAC system at fan system design conditions does not exceed the allowable fan system motor
nameplate hp(Option 1)or fan system bhp(Option 2)as shown and calulated in requirement details.
Plans reference page/section:
• 27.Motor nameplate horsepower. For each fan,the selected fan motor is no larger than the first available motor size greater than the brake
horsepower(bhp).
Plans reference page/section:
• 28.Large Volume Fan Systems.Fan systems over 8,000(7 m3/s)cfm without direct expansion cooling coils that serve single zones reduce
airflow based on space thermostat heating and cooling demand.A two-speed motor or variable frequency drive reduces airflow to a
maximum 60 percent of peak airflow or minimum ventilation air requirement as required by Chapter 4 of the International Mechanical
Code,whichever is greater.
Plans reference page/section:
29.AII air-conditioning equipment and air-handling units with direct expansion cooling and a cooling capacity at ARI conditions greater than
or equal to 110,000 Btu/h that serve single zones have their supply fan operation controlled according to code specific requirements.
Project Title: Build a Bear Report date: 05/08/15
Data filename:V:\Energy_Calculation Data Files\Comcheck v3.9.4.1\150292.cck Page 6 of 7
• Plans reference page/section:
30.All service water heating requirements are listed in requirements section specific to the system.
Section 5: Compliance Statement
Compliance Statement: The proposed mechanical design represented in this • eptg •• istent with the building plans,specifications
and other calculations submitted with this permit application.The propose• rt��R+VV e► e been designed to meet the 2014
Oregon Energy Efficiency Specialty Code requirements in COMcheck V . • 93 aandio�o• .f",i 4 the mandatory requirements in the
Requirements Checklist.
l 9 ;
Gregory R.Schnackel P.E. - President 7 _ �/ May 8,2015
Name-Title Sig atur. OREGON Date
Section 6: Post Construction Complia `'%= • •.t�1;•
ORy Ro SO*
HVAC record drawings of the actual installation,system capacities,calib . •• on,and performance data for each equipment
provided to the owner.
D HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor.
Written HVAC balancing and operations report provided to the owner.
The above post construction requirements have been completed.
Principal Mechanical Designer-Name Signature Date
Project Title: Build a Bear Report date: 05/08/15
Data filename:V:\Energy Calculation Data Files\Comcheck v3.9.4.1\150292.cck Page 7 of 7
FOR OFFICE USE ONLY–SITE ADDRESS:
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.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
pia
Transmittal Letter
T &J A►R 1 I 3125 SW Ha :lvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: 1;\...___ \--- DATE litNEWEP
DEPT: :U DING DIVISION
JUL 6 2015
—
FROM: IL„ c.oc -- CITY OFTIGARD
COMPANY: f'. 1÷ BUILDING DIVISION
PHONE: 51 "' qi _ ? By
OCO RE: (Site 5{.� [ S–C)Ui /
( ) (Permit umber
ojail- 4- fr2-46.A
sect name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s) of plans. Revisions:
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: + 6,,\ e...,,� ..�.Q., ....
FOR OFFICE USE ONLY - .
Routed to Permit Technician: Date: Initials:
Fees Due: • Yes • No Fee Description: Amount Due:
$
$
$
$
Special
Instructions:
Reprint Permit(per PE): El Yes I ❑No ❑ Done
Applicant Notified: _ Date: Initials:
l:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012
RE: TENANT IMPROVEMENT
Project Information
Building Permit: BUP2015-00139 Construction Type: 2-B
Address: 9485 SW Washington Sq. Occupancy Type: M
Area: 2790 Sq. Ft. Stories: 1
Name: Build-A-Bear Sprinklers: Yes
The plan review was performed under the State of Oregon Structural Specialty Code
(OSSC) 2010 edition; 2010 Oregon Fire Code. Please respond to conditions below.
1) Construction requirements for suspended ceiling systems are found in the
Oregon Building Codes Division website under Statewide Code
Interpretations dated 4/20/2007. (see interpretations{structural} at
www.bcd.oregon.gov)
2) Provide calculations and construction details (including seismic bracing
details for non full height partitions) for all walls. Note: The roof structure
may be approximately 30' above the finished floor. Please note roof
structure height at wall details on plans. OSSC 106.1
3) Please provide calculations and construction details for the soffits and
storefront construction. Every structure, and portion thereof, including non
structural components that are permanently attached to structures and their
supports and attachments, shall be designed and constructed to resist the
effects of earthquake motions in accordance with ASCE 7 as modified by
Section 1613.7. The seismic design category for a structure is permitted to be
determined in accordance with Section 1613 or ASCE 7. OSSC 1613.1
4) Please submit plans and calculations for steel storage racks that comply with
the design requirements of ASCE7 (15.5.3).
When responding, provide an itemized letter stating in what way each numbered
issue has been addressed in the revision.
When submitting revised drawings or additional information, please attach a copy of the
enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City
of Tigard in tracking and processing the documents.
Respectfully,
Dan Nelson
Senior Plans Examiner
(503) 718-2436
dann@tigard-or.gov
• i
I Statewide Code Interpretation
July 2014
State of Oregon
Building Codes Division No. 10-01
Construction Requirements for Suspended
Better Buildings for Oregon
Ceiling Systems
Code Edition: 2014 Oregon Structural Specialty Code (OSSC) RECEIVED
ASCE 7-10
Code Section: OSSC Section 1613.1 JUL 6 2015
ASCE 7-10 Section 13.5.6
CITY OFTIGARD
Date: July 1, 2010 (Issued) BUILDING DIVISION
July 1,2014 (Updated)
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 Risk category III or N:
1. in Seismic Design Category C, construction in accordance with CISCA standards for
seismic zones 0-2.
(All of the notes in section N of this interpretation shall be applicable in addition to the
CISCA requirements.)
2. in Seismic Design Categories D through F, construction in accordance with CISCA
standard for seismic zones 3 and 4 with modifications as noted in ASCE 7-10 standard.
(All of the notes in sections N and V of this interpretation shall be applicable in
addition to the requirements contained in ASCE 7-10 and the CISCA standards for
Seismic Design Categories D through F.)
c. Two additional compliance options are available based upon ASCE 7-10 Sections 13.2.5 and
13.2.6:
1. 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
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.
Building Codes Division • Department of Consumer and Business Services • State of Oregon
1535 Edgewater St. NW, Salem, OR 97304 • P.O. Box 14470, Salem, OR 97309-0404 7`• ` '
503-378-4133 • Fax: 503-378-2322 • bcd.oregon.gov
•
ASCE 7-10.}, or
2. Seismic qualification by experience data based on nationally recognized procedures.
{Section 13.2.6 of the ASCE 7-10.}
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 2009,ASTM Standard C635,ASTM E 580 and CISCA and is
available at the following internet address:
https://www.nwcb.org/sites/default/files/resources/401%20Suspension%20Systems%20for%2
OAcoustical%20Lay-in%20Ceilings(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 Risk 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:
1. Incorporating arched ceilings, curved or curvilinear ceilings or sloped ceilings; or 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.
1. Wire ties are deemed equivalent to spreader bars
2. Spreader bars are not required if a 90 degree intersecting cross or main is within 8
inches of the perimeter wall.
3. 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
Page 2 of 4
upon and be free to slide on a closure angle.
d. SEISMIC JOINTS
1. 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.
2. 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.
a) 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.
b) 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.
3. Other than partitions and soffits, seismic joints may not be used as part of a fire rated
ceiling assembly unless substantiating documentation is provided.
4. The minimum movement that must be accommodated at 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:
1. 2 inch closure angle
2. 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 not less than
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;
Page 3 of 4
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 ceiling system is removed.
Substantial Compliance means installation of the following items where required in new
construction;
1. lateral force bracing(splayed wires)
2. compression struts
3. slack wires on all light fixtures and air terminals.
This requirement does not trigger the need for;
1. 2 inch closure angle as specified in section II
2. Seismic separation joints
3. 1 inch movement in all directions around sprinkler pendants
These upgrades are not required when:
1. removing portions of tiles or panels and/or grid to alter ductwork, sprinkler pipe, etc.
2. 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-
10.
Contact:
Steven W. Judson P.E. Rex L. Turner
Facilities Engineer Structural Program Chief
503-378-4635 503-373-7755
Steven.W.Judson(&,,oregon.gov Rex.L.Turnerga,oregon.gov
Tony Rocco
Building Code Specialist
503-373-7529
Anthony.J.RoccoC oregon.gov
Page 4 of 4
1
,,F &PAU L J. FORD WtiCOMPANY 7
June 30, 2015 i/j4 620/5
ntit n
City of Tigard, OR NC.1r ��
Dan Nelson h
Senior Plans Examiner
503-718-2436
Attn: Senior Plans Examiner—Dan Nelson
Re: Permit — Washington Square Mall — Build-A-Bear at 9585 SW Washington Square Rd.,
Space AO6A, Portland, OR 97223
(PJF Job No. A48015-0010)
Dear Mr. Nelson:
We have reviewed the attached comments for the City of Tigard, OR, Structural Comments, and
offer the following response (Response to other comments is by others):
Item 1. By others.
Item 2. By others.
Response to Item 3. Will comply. Refer to signed and sealed structural calculations and revised
structural drawings. , <.) PRU/\
Item 4. By others. 62 pk,Q
D?
O!cP
�, OREGON �'
Sincerely, ,4 �
Paul J. Ford and Company `U,� P. ,P� �,
►
(' rAP1W1T1U✓V •A
RI
Joy s P. Jacobs, P.E.
Paul R. Cavote, P.E. p
Project Engineer
Columbus . Orlando
250 E Broad St,Suite 600 r (V/ 3670 Maguire Blvd,Suite 250
Columbus,OH 43215 °'s Orlando, FL 32803
Phone 614.221.6679 1965 zags Phone 407.898.9039
T
Founded In 1965 www.PauliFord.com 100%Employee Owned
RE: TENANT IMPROVEMENT
Project Information
Building Permit: BUP2015-00139 Construction Type: 2-B
Address: 9485 SW Washington Sq. Occupancy Type: M
Area: 2790 Sq. Ft. Stories: 1
Name: Build-A-Bear Sprinklers: Yes
The plan review was performed under the State of Oregon Structural Specialty Code
(OSSC) 2014 edition; 2014 Oregon Fire Code. Please respond to conditions below.
1) Construction requirements for suspended ceiling systems are found in the
Oregon Building Codes Division website under Statewide Code
Interpretations dated 4/20/2007. (see interpretations{structural} at
www.bcd.oregon.gov)
2) Provide calculations and construction details (including seismic bracing
details for non full height partitions) for all walls. Note: The roof structure
may be approximately 30' above the finished floor. Please note roof
structure height at wall details on plans. OSSC 106.1
3) Please provide calculations and construction details for the soffits and
storefront construction. Every structure, and portion thereof, including non
structural components that are permanently attached to structures and their
supports and attachments, shall be designed and constructed to resist the
effects of earthquake motions in accordance with ASCE 7 as modified by
Section 1613.7. The seismic design category for a structure is permitted to be
determined in accordance with Section 1613 or ASCE 7. OSSC 1613.1
4) Please submit plans and calculations for steel storage racks that comply with
the design requirements of ASCE7 (15.5.3).
When responding, provide an itemized letter stating in what way each numbered
issue has been addressed in the revision.
When submitting revised drawings or additional information, please attach a copy of the
enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City
of Tigard in tracking and processing the documents.
Respectfully,
Dan Nelson
Senior Plans Examiner
(503) 718-2436
dann @tigard-or.gov