HomeMy WebLinkAboutLT Agreement Cle Elum2018-2019 LODGING TAX SERVICES AGREEMENT
BETWEEN KITTITAS COUNTY AND THE CITY OF CLE ELUM
FOR THE LARGE-SCALE MUNICIPALITY-OWNEDCAPITAL PROJECT
This Contract,dated 2nd day of January,2019 is made and entered into by and between -
KITTITAS COUNTY ("County")and the Cityof Cle Elum ("Contractor").
WHEREAS,the purpose of this Agreement is to provide for Tourism-Related,Large-Scale
Municipality Owned Capital Projects relating to activities and expenditures designed to increase
tourism.
NOW THEREFORE,in consideration of the terms and conditions contained herein,or
attached and incorporated and made a part hereof,the County and the Contractor mutually agree
as follows:
Section 1.Scope of Work.
a.Contractor shall provide the services described in the Grant Application submitted to the
Lodging Tax Advisory Committee,attached hereto as Exhibit "A"incorporated herein by
reference,
b.Except as otherwise specifically provided in this Agreement,Contractor shall furnish the
following as required to perform the services,described in Paragraph (a)above,in
accordance with this Agreement:Personnel,labor and supervision;technical,professional
and other services.AII such services,property and other items furnished or required to be
furnished,together with all other obligations performed,or required to be performed,by
Contractor under this Agreement are collectively referred to herein as "Services."
c.Contractor warrants that the lodging tax funds shall be used only as allowed for in RCW
67.28.1816 as currently existing or subsequently amended.
d.Contractor shall commence,perform and complete such Services in accordance with any
and all attachments to this Agreement.
Section 2.Payment,
a.As full compensation for satisfactory performance of the Contractor's Services,the County
agrees to pay Contractor the sum of One Million,Five Hundred Thousand dollars
($1,500,000.00)to be used for a capital project-Covered Arena and Associated Build-out for
the Washington State Horse Park based upon the awarded project.
b.Additional payment terms:The County will make payment to the Contractor only on a
reimbursement basis,as detailed receipts for any items are submitted to the County,not to
exceed the sum of One Million Five Hundred Thousand dollars ($1,500,000.00)to be used
for capital project-covered arena and associated build-out for the Washington State Horse
Park.
LT-LS-CP 2019-001 County Lodging Tax Funding Agreement Page 1
c.Requests for reimbursements must be submitted to:
Kittitas County Auditor
Attn:Judy Pless
205 West 5th Ave.,Suite 105
Ellensburg,WA 98926
auditoraccounting@co.kittitas.wa.us
Reporting requirements will be required on prescribed forms from the County Auditor.
Section 3.Perforrnance by contractor.
a.Contractor shall at all times be an independent contractor and not an agent or representa-
tive of the County with regard to performing the Services.Contractor shall not represent
that it is,or hold itself out as,an agent or representativeof the County.In no event shall
Contractor be authorized to enter into any Agreement or undertaking for or on behalf of the
County.It is understood that the Contractor and the Contractor's staff and employees are
not employees of the County and are not,therefore,entitled to any benefits provided
employees of the County.
b.Contractor shall comply with all applicable laws,ordinances,rules,regulations,orders,
licenses,permits,and other requirements,now or hereafter in effect,of any governmental
authority (including,but not limited to,such requirements as may be imposed upon the
County and applicable to Services).Contractor shall furnish such documents as may be
required to effect or evidence such compliance.AII laws,ordinances,rules,and orders
required to be incorporated into agreements of this character are incorporated into this
Agreement by this reference.Contractor agrees to obtain all required licenses and permits,
and further agrees to keep them in full force and effect during the term of this Agreement.
c.The County and the Contractor agree that in fulfilling the terms and conditions of this
Agreement neither shall discriminate on the basis of race,creed,color,national origin,age,
sex,marital status,or the presence of a physical,sensory,or mental handicap.
d.The Services shall at all times be subject to inspection by and approval of the County,but
the County's making (or failure or delay in making)such inspection or approval shall not
relieve Contractor of its responsibility to perform the Services in accord with this
Agreement,notwithstanding the County's knowledge of defective or non-complying
performance,or the substantiality or ease of discovering the same.Contractor shall provide
the County with sufficient,safe,and proper facilities and equipment for such inspection and
free access to such facilities.
e.This contract is subject to review by any Federal or State auditor.Contractor shall promptly
furnish the County or its designee,or such Federal or State auditor with such information
related to the Services as may be requested by the applicable governmental entity.
Contractor shall preserve and maintain all financial records and records relating to
performance of Services under this Agreement for six (6)years after contract termination.
For such duration after the County makes final payment of compensation due hereunder,
Contractor shall provide the County access to (and the County shall have the right to
LT-LS-CP 2019-001 County Lodging Tax Funding Agreement Þage 2
examine,audit and copy,with or without notice)all of Contractor's books,documents,
papers and records related to the Services or this Agreement.
f.Contractor understands and acknowledges that Contractor is solely responsible for its own
reporting and accounting of all state,federal,social security,and local taxes,of every nature,
arising from Contractor's performance of this Agreement.All compensation received by the
Contractor will be reported to the Internal Revenue Service at the end of the calendar year in
accord with the applicable IRS regulations.
Section 4.Release,indemnity,and Hold Harmless.
The County assumes no liability for the Contractor's actions under this Agreement.Contractor
releases and shall defend,indemnify,and hold harmless the County,its officers and employees,
agents,representatives,attorneys and/or volunteers,from and against all claims,costs,liabilities,
damages,and expenses,(including,but not limited to,reasonable attorney fees)which arise or
may arise or be alleged to arise out of or by reason of this Agreement including:
•Any fault,negligence,strict liability or product liability of Contractor in connection with the
Services for this Agreement;
•Any lien asserted upon any property of the County in connection with the Services for this
Agreement;
•Any failure of Contractor,or of the Services,to comply with any applicable law,ordinance,
rule,regulation,order,license,permit and other requirement,now or hereafter in effect,of
any governmentalauthority;or
•Any breach of or default under this Agreement by Contractor.
Section 5.Compliance with Public Records Law.
a.In compliance with Washington's public records law,the County will retain copies of any
documents associated with this Agreement,which may be required by law unless legally
exempt from such retention,for any applicable legally required retention period.
b.In the event a public records request is made to the County for documents created in
relation to this Agreement,should legal uncertainty arise regarding the disclosability of any
documents under federal or state public records laws,the County shall provide notice to
Contractor pursuant to Washington's public records act,chapter 42.56 RCW,to allow
Contractor to seek a court injunction.
c.The County specifically shall not be liable to Contractor for the County's release under public
records laws of any documents not protected by trademark,copyright or other law.
Section 6.Industrial Insurance Waiver.
With respect to performance of this Agreement and as to any claims against the County,its Additional
Insureds,officers,agents and employees,the Contractor expressly waives its immunity under Title 51
LT-LS-CP 2019-001 County Lodging Tax Funding Agreement Page 3
of the Revised Code of Washington,the Industrial Insurance Act,for injuries to Contractor's employees
and agrees that the obligations to indemnify,defend and hold harmless provided in this Agreement
extend to any claim brought by or on behalf of any employee of the Contractor.This waiver is
mutually negotiated by the parties to this Agreement.
Section 7.Insurance and Endorsements.
a.The County may require through a request in writing that the contractor provide the County
with a certificate,binder,or policy of liability insurance,acceptable to the County in an
amount specified by the County.
b.Such liability insurance shall be such as will protect Contractor,its employees,agents and
representatives,from all claims,losses,harm,costs,liabilities,damages and expenses
arising out of personal injury (including death)or property damage that may result from
performance of the Services or this Agreement,whether such performance is by Contractor
or any of its employees,agents or representatives.
c.Should the County require such liability insurance,the Contractor agrees to provide proof of
insurance prior to commencing performance of this Agreement.
d.Copies of the County's written request and the insurance documents provided by Contractor
shall be attached to this Agreement and by this reference will be made part hereof.
e.Where insurance is requested by the county,all liability insurance policies shall be endorsed
to include the County as an Additional Insured and shall stipulate that the insurance
afforded by the policies shall be primary insurance,and that any insurance,self-insured
retention,deductibles,or risk retention trusts maintained or participated in by the Parties
shall be excess and not contributory to any other insurance maintained by the County.
Contractor shall furnish the County a certificate of insurance with Endorsement as evidence
that the required policies are in full force and effect.
Section 8.Termination.
The County may,by written notice thereof to Contractor,terminate this Agreement as to all or any
portion of the Services not yet performed,whether or not Contractor is in breach or default.Upon
receiving such notice of termination,Contractor shall,except as otherwise directed by the County,
immediately stop performing the Services to the extent specified in the notice.In the event the
County terminates the Contractor's Services,the Contractor is obligated and hereby agrees to
refund to the County all monies paid for Services not yet rendered by the Contractor,if any,as of
the date of the notice of termination.
Section 9.Miscellaneous.
a.Contractor shall not (by contract,operation of law or otherwise)assign this Agreement or
any right or interest in this Agreement without the County's prior written consent.
b.This Agreement embodies the entire Agreement between the County and Contractor,and
LT-LS-CP 2019-001 County Lodging Tax Funding Agreement Page 4
supersedes any and all prior oral or written communications,proposals,conditions,promises,
representations,or understandings regarding the Services.No change,amendment or
modification of any provision of this Agreement shall be valid unless set forth in a written
amendment to the Agreement signed by both parties.
c.Notice for any purpose under this Agreement,except service of process,shall be given by
the Contractor to the Kittitas County Commissioners and the Kittitas County Auditor,Attn:
Judy Pless,205 W.5'"Ave.,suite 105,WA 98926.For all purposes under this Agreement,any
notice by the County to the Contractor shall be given to the Contractor's address provided on
the signature page.Notice may be given by delivery or by depositing in the U.S.Mail,first class,
postage prepaid,certified mail,return receipt requested.
d.The section and paragraph headings of this Agreement are for reference convenience only
and are not intended to restrict,affect or be of any weight in interpreting or construing the
provisions of such sections or paragraphs.
e.This Agreement may be executed in one or more counterparts and by facsimile,each of
which will be deemed an original,but all of which together will constitute one and the same
instrument.
f.Contractor warrants to the County that the individual signing on contractor's behalf has the
requisite power and authority to enter into and to perform Contractor's obligations under
this Agreement.Contractor further warrants to the County that Contractor has made no
misrepresentation or misleading statement in connection with this Agreement,and is not in
violation of any applicable law,ordinance,or regulation the consequence of which will or
may materially affect Contractor's ability to perform its obligations under this Agreement.
g.If any term or condition of this Agreement or the application thereof to any person(s)or
circumstances is held invalid,such invalidity shall not affect the other terms,conditions or
applications which can be given effect without the invalid term,condition or application.To
this end,the terms and conditions of this Agreement are declared severable.
KITTITAS COUNTY
BOARD OF CO NYY COMMISSIONERS CITY OF CLE ELUM
[Telephone]
LT-LS-CP 2019-001 County Lodging Tax Funding Agreement Page 5
TTEST .'/7 '(l 7 |
.Ce of the Board
APP Q T(ÚO
Deputy Prosecuting Attorney
LT-LS-CP 2019-001 County Lodging Tax Funding Agreement Page 6
Exhibit A
APPUCATION FOR TOURISM-RELATED,LARGE-SCALE,
MUNICIPALITY-OWNED CIP LISTING
Applicant information:
Name of Municipality:City of Cle Elum,WA
Mailing Address:119 West First Street,Cle Elum,WA 98922
Contact Person and Title:Rob Omans,City Administrator
Phone:(509)674-2262
Email:robert@cityofcleelum.com
Project Title:Washington State Horse Park Covered Arena
and Associated Build-Out
Project Location:1202 Douglas Munro Blvd.,Cle Elum,WA 98922
Application Requirements:
X 1.The project qualifies for lodging tax funds as a capital expenditure of a tourism-
related facility owned or operated by a municipality.
X 2.If this application is not from Kittitas County,the municipality's lodging tax advisory
committee (or equivalent)has been informed of the project and endorsed it.A letter from the
municipality is included.
N/A 3.Lodging tax capital project funds are not being substituted for other funds that are
already secured or applied for (if applicable).
X 4.A completed project budget is included in the application.
X 5.A detailed 8 1/2 X 11vicinity map that clearly shows the location of the project is
included.
Tourism-Related,Large-Scale Municipality-OwnedCapital Project Narrative
1
1.Project Description:Please describe the project in detail.Indicate the major work to be
completed,any milestones that need to be overcome in order for the project to move
forward,and include a comparison of existing and proposed conditions.
The Washington State Horse Park Authority ("the Authority")is a 501(c)3 nonprofit corporation
whose mission is to develop,promote,operate,manage and maintain a first-class horse park
facility in accordance with RCW 79A.30 passed 1995 (recodified 67.18 ).The Authority obtained
land and funding to develop the initial revenue-generating facilities for the Washington State
Horse Park in Cle Elum,Kittitas County,Washington.The Park held its first event in 2010 and
has been self-sustaining since that time.However,its ability to satisfy current customer needs
and host larger and more diverse horse groups is limited because all of its existing riding
facilities are outdoors while many event organizers require protection from the weather.This
project seeks $1.5 million from the Kittitas County Lodging Tax to construct a $4.6 million
Coveret:I Arena and Associated Build-Out (covered arena,not an enclosed arena)at the
Washington State Horse Park for the purpose of equine competitions and training events,
recreational riding and other uses.
Background:In 1995,the State legislature passed RCW 79A.30 (recodified 67.18 )to create the
Washington State Horse Park Authority.The legislation directed the Authority to establish "3)a
first-class horse park facility in Washington to meet the important needs of the state's horse
industry,attract investment,enhance recreational opportunities,and bring new exhibitors and
tourists to the state from throughout the region and beyond;and 4)A unique opportunity
exists to form a partnership between state,county and private interest to create a major horse
park facility that will provide public recreational opportunities and statewide economic and
employment benefits."Upper Kittitas County was selected as the location for the Horse Park
when suitable wooded acreage was donated by Suncadia LLC for the purpose of developing a
horse park.The 112-acre site is conveniently located off I-90 at 1202 Douglas Munro Blvd in the
city of Cle Elum.This location met requirements determined by earlier studies for a horse park
facility,including good highway access and a dry climate.The City took ownership of the
donated property and entered into a 99-year lease with the Authority.
Legislative support continued with appropriation of $3.5 million in the 2007-2009 capital
budget for Phase I construction of the Horse Park.That work included design,development,
permitting and engineering components,as well as site clearing,road grading,utility
improvements and initial arenas and stabling to begin hosting activities and generating
revenues.Ground was broken in March 2010 and the first event took place in August of that
year.In an Oct 12,2009 posting on houserepublicans.wa.gov,then Rep.Judy Warnick (now
Sen.Judy Warnick,13'"Legislative District)included in the list of reasons for her support:"Most
of all,these facilities will help the local economy and provide much-needed jobs."This view by
the legislators was reinforced by Senator Holmquist Newbry on April 22,2013 on the same
website.Speaking to the importance of Senate Bill #5212,which increased the number of
members on the Horse Park Authority from 7 to 11,she said,"This bill is about bringing in more
tourism dollars to benefit the greater community that will lead to further private sector job
creation."The bill passed both the House and Senate unanimously.
Construction of the Horse Park has been divided into three phases.Phase I was completed
when the Park opened for business.Its cost of $3.5 million to develop the initial infrastructure
2
and competition facilities was funded by the state legislature in the 2007-2009 capital budget.
Phase II,which expands upon those basic amenities,has been ongoing since that time and
includes acquisition of equipment,horse stalls,bleacher seating,electricity extensions,cattle
pens,jumps and fencing,etc.as well as development of a fourth arena,cross country courses,
competitive trail obstacle course,etc.The Park is now ready to initiate Phase III which includes
this project (a covered arena)plus eventual expansion of stabling,parking and a final (sixth,
uncovered)arena to attract and host major regional,national and international competitions.
A Covered Arena was identified as a key facility as early as 1991 in the first Washington State
Horse Park feasibility study,which was funded by the Washington State Department of
Community Development.Recreation and Showing/Competition comprise 71%of US horse
usage (source:AHCF 2005).This segment is different from the SCORP segment of equine
activity,which is limited to trail riding.
The Covered Arena itself will comprise the following features:
1.The competition arena is 150 feet x 300 feet.
2.A 25-foot wide "porch"wraps around the arena,resulting in a building that is 200 feet in
width and 350 feet in length.
3.Features of the porch:
•Floor level of the porch is the same as the competition arena,so gates can be placed to
enter the arena at any location.
•Portable seating can be placed at any location in the porch,depending on the needs of
the event.
•Judges stands can be placed at any location in the porch,depending on the needs of the
event.
•The porch can be used for competition warm up and to protect the horse and rider from
adverse weather while waiting to compete.
•The porch protects the competition space from direct sunlight and from rain.
•Roll-down mesh screens can be installed at select locations at the outer wall of the
porch (portions at north and west)to protect from wind.These can be motorized and
controlled from a single location.
•Eave height of the porch is 16 feet,so horses can enter at any location.
•The porch can be used for storage of event equipment.
•Vendors,concessionaries and hospitality areas can be conveniently staged within the
porch area.
4.Lighting the Arena
•The eave height around the entire structure is 16 feet so light arrives evenly from all
sides.
•A translucent panel skylight at the ridge balances the lighting for the arena.
•Lighting would be provided for night events.
5.Gable Ends
•The gable ends above the wraparound porch are solid,providing space on the outside
for the arena logo and name and on the inside for scoreboards and advertising.
•Air vents and/or mechanical circulation may be placed in the end gables if needed.
6.Structure and Materials
3
•The entire structure is prefabricated steel,including the porch.
•Bullding footings are concrete with ties under the arena floor.
•Roofing and siding materials are metal.
Providing shade and weather protectlon for both participants and spectators will not only
enhance the user experience,it will also expand the Horse Park's calendar by affording more
months of operation and attracting more diversified equine activities,especially "A"rated
equestrian competitions,thereby Increasing revenues and visltor volumes.Currently these
activities are hosted at fairgrounds and private venues across the State with covered or indoor
arenas.Many equestrian event organizers have expressed their strong Interest in holding large
shows at more modern and conducive facilities as the Park represents.
Below Is an artist's rendering of the planned covered arena without the screens down.The
arena is intended to be a bright and airy structure that will be inviting for horses and riders,and
preserve the sense of place of the Park's woodland setting.
The land where the covered arena will be built is currently lightly wooded,surrounded by
graveled parking and roadways,and has utilities (water,electric and sewer)adjacent to it.
There are no impediments to moving forward with the project once funding is secured.
2.Kittitas County Tourism Infrastructure Plan:Please explain how the project meets the
Goals and Actions In the Kittitas County Tourism Infrastructure Plan as adopted.Also,
describe the specific county tourism Infrastructure needs the project addresses and how
the project directly increases tourism.Explain how the Improvements will promote
tourism In Kittitas County and Indicate specifically how the Improvements will directly
increase economic activity resulting from tourlsts,
4
Based on input from show organizers,the Authority estimates that approximately 40 new and
expanded medium-to-large size competitions could be hosted at the Horse Park once the
covered arena is available.The chart on page 8 of this application demonstrates how those
events will translate into additional tourism impacts and economic benefits.
The covered arena has always been part of the Horse Park's development master plan,and the
City of Cle Elum Master Plan.The project is cited as a high priority strategic objective of the
Kittitas County Tourism Plan (Action 5:Recreational Tourism)and the Kittitas County Parks and
Recreation Capital Improvement Plan (CIP)2016.
The Washington State Horse Park covered Arena promotes the following goals and priorities of
the Kittitas County Tourism Plan:
•Goal 1:Develop integrity of place--This project will enhance Kittitas County's character by
developing and improving the venue in distinctive ways to differentiate Kittitas County from
other areas and to engender local community pride.In addition to bringing international
caliber competitions to the area,many equestrian event organizers have expressed their
strong interest in moving some of their large shows to a different,more modern and
conducive venue.This market opportunity represents approximately 40 new and expanded
medium-to-large size competitions that potentially could be hosted at the Horse Park.Local
economic impact is estimated at $4.5 to $5.5 million.
•Goal 11:Interpret interactively-The WA State Horse Park Covered Arena and Associated
Build-out will attract and engage a unique segment of visitors,representing some 25-30,000
overnight stays.These visitors will learn about other recreational assets of Kittitas County,
thereby gaining a richer experience and helping residents develop pride in their locale.The
Park's beautiful woodland setting,system of trails,competition facilities and horse-specific
operations make it a unique facility in the county and the state.
3.Real Property:If real property acquisition is a component of the project,please explain.
Include any information of property already secured or evidence of the ability to secure
the real property.
The covered arena will be developed on land currently occupied by the Park's maintenance
facilities,thus forcing them to be related.The covered arena also will attract more spectators
and the need for expanded parking.The Authority has included in its plan the acquisition of up
to 8 additional acres in the northeast corner of the site where it,ideally,can relocate the
maintenance area and provide additional parking.However,if this acreage cannot be obtained,
the project will move forward and alternative provisions for these needs will be made within
the existing footprint.
4.Coordination:Please explain how this project has been coordinated with other
jurisdictions as well as affected stakeholders.Please include letters of support from
stakeholders.
5
The development of a covered arena was included in the Park's original master plan prepared
with input from potential users groups and made publicly available to stakeholders.It was
included in the Environmental Impact Study and Development Agreement approved by the City.
As the Park's landlord,we partner closely with the Authority and have had several recent
discussions about the covered arena project.
Over the past 18 months,the Authority has solicited input from current and prospective user
groups and coordinated with them on project design details.The covered arena project
described in this application has generated much support and enthusiasm from throughout the
horse community thanks to its scope and attent¡on to details that make it highly functional and
attractive.Letters of support from current and prospective user groups,the City,County,and
other stakeholders are attached.
5.Studies.Please attach any feasibility or other studies that demonstrate linkages between
the proposed project and the anticipated tourism impacts.Also please include your
operations/maintenancestrategy and other plans for long-term project sustainability (how
the facility or facilities will be operated and maintained over at least five years following
completion).
Attached is the Financial Feasibility and Economic Impact study conducted by professors at
Central Washington University in 2006.The study is based on other major equine facilities the
vast majority of which have covered and/or indoor competition space.Page 6 of the
Addendum describes The Facility and states "the key_facility on the site will be a 200 x 300 foot
covered arena with a 175 x 300 foot open arena".Our current thinking on the dimensions has
changed slightly,but the need remains central to the Park's operations and strategy.
The Horse Park completed its sixth full season of operations in 2016,and has grown to host 40
events annually in a wide range of activities with up to 300 horses participating in shows
running from one to seven days for English and western disciplines.People are drawn to the
Park's first class facilities,convenient location and beautiful setting.Since its inception,the
Park has sustained itself through operating revenue and an array of private and public support
as summarized in the following chart:
Hisiurkal Novenues
Sourco E009 2010 2011 2012 IDIT :OH Nils 0,6 10TM
The following chart summarizes the user metrics and economic impact of the Horse Park to
date.The measurement process includes gathering zip codes from all Park users,on-site
surveys,the Dean Runyan Report provided by Washington Tourism Alliance,and discussion
6
with event organizers.For Recreational Riders the visitor clays and %non-local data is collected
from day-user registration forms and seasonal passes;number of visitor overnights from stall
rentals;reasonable estimate of number of people camping versus staying in a hotel (these
numbers are conservative).For Events,the number and zip codes for all participants are
supplied by each event organizer;this base data is then multiplied by 1.5 to 3 depending on the
type of group to project total attendees (Central Washington University conducted an
economic study in 2006 of over 40 horse parks across the country.The CWU findings estimate
3 people (including trainers,grooms,family,spectators,staff,volunteers,vendors,etc.)attend
an event for each horse/participant,and that assumption seems reasonable for many groups
based on our experience managing the Park to-date.]
2014 2015 2016
Recreational Riders
Total #visitor days 733 1,470 1,140
Non-local%70%i 67%66%
Non-local #513 985 753
Overnight #150 300 170
-expenditures @ $115/day avg,$17,250 $34,500 $19,550
Other non-local (day use)#363 685 583
-expenditures @ $86/day $31,218 $58,910 $50,138
Estimated economic impact:$48,468 $93,410 $69,688
Events
1-2-day Events:total #visitor days 2,903 1,830 1,695
3-6 day Events:total #visitor days 14,343 22,997 26,668
Total #visitor days 17,246 24,827 28,363
Non-local %93%88%95%
Non-local #16,039 21,848 26,945
Overnight #11,469 13,351 16,193
-expenditures @ $120/day avg.$1,376,280 $1,602,120 $1,943,160 |
Other non-local (day use)#4,570 8,497 10,752
-expenditures @$86/day $393,001 $730,721 $924,659
Estimated economic impact:$1,769,281 $2,332,841 $2,867,819
Total Estimated Economic Impact $1,817,749 $2,426,251 $2,937,507
%Annual growth 33%21%
This chart reflects strong but slowing growth without the Covered Arena,because the Park's
largest shows have reached its capacity until more arena space is added,and inability to attract
more large events without a covered competition arena.
7
The chart below projects the measurable objectives and economic impact of the Park,with
significant increases expected to occur in 2020 and beyond due to completion of the Covered
Arena and Associated Build-Out and the related growth in the number and size of competitions.
2017 2018 2019 2020 2021
Recreational Riders
Total #visitor days 1,300 1,400 1,500 1.800 2,200
Non-local %70%70%70%67%65%
Non-local #9 980 1,050 1,206 1,430
|Overnight #310 330 345L 400 572
-expenditures @ $115/day avg.$35,650 $37,950 $39,675 $46,000 $65,780
Other non-local (day use)#600 650 705 806 858
-expenditures @ $86/day $51,600 $55,900 $60,630 $69,316 $73,780
Estimated economic impact:$87.250 $93,850 $100.305 $115.316 $139,560
Events
1-2-day Events:total #visitor days 1,800 1,900 2,200 2,300 2,600
3-6 day Events:total #visitor days 30,000 32,000 33,500 <0,000 52,000
Total #visitor days ¯11,800 33.900 35.700 42.300 54.600
Non-local%95%95%95%92%90%
Non-local #30,214 32,205 33,915 38,916 49,140
Overnight #_21,147 22,544 23,741 26,852 32,924
-expendllures @ $120/day avg.$2,537,640 $2,705.220 $2,848,860 $3,222,245 $3,950,856
Other non-local (day use)#9,063 9.662 10,175 12,064 16.216
-expenditures @$86/day__$779.418 $830,889 $875,007 $1.037,501 $1.394,593
Estimated economic impact._$3,317,058 53,536,109 $3,723,867 $4,259,745 $5,345.449
Total Estimated Economic impact $3,404,308 $3,629,959 $3,824,172 $4,375,051 $5,485,009
%Annual growth
¯1E 7%5%14%25%
The chart below reflects projected funding sources for ongoing rnaintenance and operations:
Souttes of Ileventies for Orig0htg Maintenance a;1tl Opt•rmloris
Projected Income 2016 2017 2018 2019 2020 I 2021 2022 2023
Ifrevenues from evenr.s and shows ?.315.000 $330.000 i 945.00U $300,000 5400,000 3480,000 90.00g 5400,(mi.!
Prkatetuniltaisttigjt.friperrittons $1/IA,fMM1$1ah,000 50.00 SlV·,tlOli $17.,000 $3115,fliid $1%.000 $705.000
Busmess sponsorships $35.000 $25,000 $35,000 $50.000 $65,01B 590.000 $100,000 5110.000
lin-elnd supporr $25,000 32%000 $30,000 Sis.ûnn 540,000 545.000 _$45.000 .$50.000
Total $495,000 $525,000 $560,000 $600.0006 $(iBO,000 $800.000 $$90.000 $965,000,
6.Project Readiness:Please provide a detailed project schedule,including milestones
necessary for completion as mentioned in question 1 above.On the schedule,indicate
items completed and exactly where in the schedule the project is at this time.Be sure to
include expected completion date.
8
Est.
Milestone Status Completion
Obtain land,develop access for vehicles and Completed 2009-10
utilities
Listed among 2018 Local and
Community Projects,ProposedSecure$2.0MM State capital Budget Grant Jul-17Senate2017-19 Capital Budget,
Senate Ways &Means Comm.
"Unbridled Evening"capital Fundraising Campaign Initiated Nov 2016,raised $60k Jul-18
Secure $1.6MM County Lodge Tax Capital Grant Application submitted Jul-17
Grant awarded for $60k;applySecure$310k County Distressed Sales &Use Tax Jan-18forremaining$250k
Apply for $10k/year set-aside for iSecure$30k City of Cle Elum Lodging Tax Grant Jun-17threeyears
Secure remaining private funding On-going Dec-19
Design and Engineering Preliminary 2016
Construction details Dec-17
.Coordinate with e×istingOwnershipArrangementandIndemnification Dec-17documents
Permitting Feb-18
Secure State Recreation and Conservation Office Application 2018 Jan-19(RCO)Grant
Groundbreaking Mar-18
Comple on Dec-19
Note:construction will need to take place around the Park's activities during its busy April to
October operating season.
7.Applicant Certification:Please sign below in agreement with the statement of certification.
Certification is hereby given that the information provided is accurate and the applicable
attachments are complete and included as part of the application package.
I further certify that the application thresholds are met at the time of application.
City Administrator,city of Cle Elum
Signature of Official Representative Title Date
9
Tourism-Related,Large-Scale Municipality-Owned Capital Project Budget
All applicants must supply a detailed and complete project budget utilizing the following basic
format:
Funding Sources
Coulity Lollgang Tax 1Ltild5 R€QMPil $1,SÏ)O,ÜOU J
*Other Grant Funds (Listed by Source)
Disgessed Salg,and Use Tax (09)Funding ant (seaged)60,000
Disuessed Sales and Use Tax 09)Fynding Grant (proposed 2017)'250,000
WA State 2017-19 Capital Budget (applied,included in Proposed Senate 2017-19
agitgBudggt 12420,17 5 31.lu.Il00
State Recreation and Conservation Office (RCO)Giant,application 2018 $IIII 000
*Other Local Government Funds
City of Cg Elv I udging Tax I unding (prol used)10.000
inrKind (design,engineering,construction semices and materials)S 160,000
*Private Funds
"Unbridled Ejening"/Other Private Donor Designated Capital Funding $315,000
Cornorate sponsorship campaiGn (launchedt _$125,000
Total Available fundinU $4,640,000
Project enses
Real opettyar "ftight 01 Wpy'Acqujsition Cast Capital Asset Cost
Acquisillon of 8-acre parcel from New Suncadia LLC lor parIgny $150,000
Capital_Asset Cost
ConstrLrttlan Cost or "Hard"Costs
Site Preparation and drajage 5 65,000
Metal building (J_hi.hn/si x nu,_000_si)_$!,730,000
Porch at4gabte ends ($24/sf x 9,600 s()$230A00
Foundations $185,000
Mechanical $35,000
Electrical and angmeerk)g i 250,000
Fendna 6 50,000
Arena footing $200,000
Translucent panels jakyli hti S 450,000
Landscaping $40,000
Portable bleBCIIerb $60,000
Weather screens 6 55,000
Restroorns $200,000
Additional palking landminanniand consinschon §75,000
Relocation of maintenance area gitilities,landclearing,site development)i 156,000
Subtotal 5 3,761A00
ContingencyJS%)$188.070
WSST [8%)$_11(,958
Totai _$4,265.428
Soft Cost
%Admlrtistrative Cast un S2.0MM state funding __$60.tK)0
Project Management .200.ubo
Permit Fees 15 000
Architectural and structural Design Fees :I 50,000
Total i 225,000
Total Pro[ect costs S 4,640A28
10
This proJect budget,being submitted as part of this application,will be considered an estimate
As the project progresses through the four-step process,applicants will be required to update
the project budget as more information becomes available and at the time of funding award.*At the time funding awards are being considered (Steps 3 and 4),verifying documentation
shall be required and attaciled to the final project budget.Verifying documentation may
include award letters,letters of commitment,or loan approval documentation,If the funding
source includes applicant funds,proof of available funding in the form of a letter of
commitment from an authorized body or representative of the applicant is adequate.
11
DetailedVicinityMapIFUTUREEXiiTINGt.WASHINGTONSTATEHORSEPARKIuRev.U20!!7CROSSCOUNTRYCOUR5FSTRAlt5/OBSTACLEsLMONUMENTSIGNTOSLATTLE.NTRSTATE9010SPOKAN1LEGENDARENASimsaA.ParkEntrance#lFutureCoveredArena(150ftx300ft)ToaccesstheWestXCCourseexitB.SpectatorParking#2OutdoorArena(150ftx250ft)1-90atBullfrogRoadandturnC.TemporaryShowerBuilding#3OutdoorArena(150ftx250ft)ontoWoodDuckRoadD.MaintenanceandStorageArea#4OntdoorArena(150ftx310ft)E.RV,TrailerParkingwithHook-ups#5OutdoorArena(250ftx250ft)F,Stalls#6OutdoorArena(130ftx250ft)G.WashRacksH.LungingAreasPortableSpectatorSearingLShowOfficeiManureBunkersoste0100500FTK,Loading/ParkingLTentCampitgAreaM.RVSanitationStationN.LivestockHoldingPensO.Restrooms/StiewerBuildingDAWSONASSOCIATESARCHITECTS/PLANNERS
Washington State Horse Park
Covered Arena and Associated Buildout Project
Statement of Work 7-20-18
This proposal is for constructinga covered riding arena on the city-owned property of theWashingtonStateHorsePark,Cle Elum,WA.The structure size is 200 by 350 feet overall with afreespanridingsurfaceof150by300feet.
The Project consist of:
Site and Structure Design -completed by Dawson Associates in May 2016 (submittal copies
included,Exhibits l-lll)
Engineering -this entirely steel structure was been engineered by Faber Construction in
June 2016 (submittal documents of engineered structure included,Exhibit IV and V.)
Permit Reviews -the overall project scope of the Washington State Horse Park (which
includes the proposed covered arena)has been completed and permitted,and is subject tothe"Agreement Relating to the Development of the WA State Horse Park within The CityofCleElum"August,2013.All master development permits relating to the complete buildoutoftheentireMasterPlanforthehorseparkwerecompletedandapprovedpriortothisbindingagreementforfutureconstructionphases.The agreement is a 20 year term.
Remaining permits are limited in scope to include the submittal for the covered building
design to the City of Cle Elum for applicable building code review and construction
permitting.All records are on file with the city of Cle Elum or the Washington State Horse
Park and are available for review on request if needed.
Scope of Work to include:
•Clearing,grading and excavation for the structure;
•Foundation construction;
•Steel building erection;
•Equestrian footing drainage and placement;
•Arena fencing installation;
•Final grading and site restoration;
•Completion and Final approval by the City of Cle Elum Building Department.
Total Project Funding Request:$1,500,000
This funding request will be applied to Phase 1 of this project,which is the arena
construction itself as defined on the attached Exhibit VI.Applicant shall submit monthly
progress reports with related costs,and request disbursement of funds accordingly in
increments as we fulfill the contract scope.
l
WASHING TON S I A I E HORSE PARK ARENA DA3fsoN Assoc1ATES1202DouglasMunraBoulevardARCHITECTS/PLANNER3CleElum,Washington 98922 =.--=--.--=.e-s-
----luinunaRuinalunumninuununRumHuuluuD.uuluu.uluulEBukJ.MW&-NORTHBUILDINGELEVATION3/3‡•=T-0"iII,««filliiiilRimmHilliHINMMiiHHimIii..RETRACYABLEWSCREENSASN£EDEDWESTBUILDINGELEVATIONSOUTHBUILDINGELEVATION3/32"=T-0"METALROOFNGMMiiMMlillfilimiIlulldiragElevallonsEASTBUILDINGELEVATION3/32.=7-0"A2.1
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-¾TAR gogosalReport
BUlLDING SYSTEMS.Lynden,WA98264
AN NCl COMPANY
Jobs ite Oi
Project ID WA State Horse Park Arena Name WashilStarBizInquiryN/A Contact N/A
Project Status Approval Business NIAEstimatorDavidVerretEndUseofBuilding4A COMMUNITY -RECREATIONALEstimateDate6/14/2016 Address 1202 Douglas Munro BlvdCityLimitsOutsideCleElum,WA,98922CommitmentNumberCountyKittitasQuoteNumberQ-2260-16,A LB
Secondary to Primary Conn.Welded Clips ShippingMin.EW Anc.Rod Dia.5/8
SBS Complexity N/A Shipping Point Spokane,WA
Estimated Complexity 8 Shippmg Terms Truck
MBMA Complexity 8 Freight Terms Pre-Paid
Multiplier Authorization N/A Carrier Best
Address 1202 Douglas Munro Blvd Contact David Verret
Cle Elum,WA,98922 Phone 3604106935
County Kittitas Night Phone 3604106935
Truck Tarps No
Using Builder System generated Anchor Rod Plan No Address 1202 Douglas Munro Blvd
(Order must contain Anchor Rod Plan and Design Repoit)Cle Elum,WA,98922
County KittitasPayment
DrawingsContactDavidVerret
Phone 360.354.3500 Licensed Engineering Seal WA,United States
P.O.Number N/A Method Mailed Rolled
Credit Terms Star Established Terms Corp ofEngs,DOD,DOE Fed No
TaxExemptStatus Exempt UFC 4-01-01 Anti-Terrorism No
Tax Exempt Number N/A requirements
Overnight NoSustainabilityandEnergyEfficiencycarrierN/A
Account Number N/ASustainabilityGoalNoneJobsiteSignQuantity1ClimateControlledBuildingNoE-Drawing Size Size D (22"x 34")Energy Efficiency Code N/A E-Drawing Erection Type StandardHasPanelAirInfiltrationRequirementsNo
Qtv g Purpose _S__eg M2AnchorRodPlanFinalSealedSize D (22"x 34")wl Reactions
1 Enhanced Erection Approval ID Note Size D (22"x 34")2 Hard Copy of Final Sealed
Calculations
1 Standard Product Final None Size D (22"x 34")
1 Letter of Cert.Final Sealed'Note -$tar Building Systems wiß automatically provide one (1)set ofFinal EreetionDrawingsandane(1)set of $tandard Product Drawings in the crating accompanying
flie shipment in addition to the quantities speelheil Hbove.
*Note -Approval Drawings will be invoiced at the time of mailing.
Printed.ói2"li2016 2:40:56 PM Q-2260-16.sus Page 2 of26
Project Notes
1.Bldg B:EWB Lean-to
Due to SBS limitations,the overall dimensions of this building need to be adjusted by Estimating;the E.H.=16',3:12 pitch,Height of high side EWD =21'-9"approx.
2.Bldg C:EWD Lean-to
Due to SBS limitations,the overall dimensions of this building need to be adjusted by Estimating;the E.H.=16',3:12 pitch
Height of high side EWB =21'-9"approx.
3.Roof Opening:Large Skylight provided by others,please refer to attached mfgr details.The overall opening dimensions =316'x32'symmetric at ridge.Estimating,
please provide opening and deduct panels.
Modify Ridge Pan Cover equal to 16'-0"on both ends of opening.
4.EW Column Layout
Our Client would prefer to reduce the column count at both endwalls.Estimating please modify endwall column layout.The ideal layout typical at endwalls is:
25',3T,38',38',3T,25'
IF the desired endwall column layout is feasible,please proceed with SBS modifications.
5.Roof Bracing
The Client has proposed to use retractable canvas screens between main frames and EW columns.
The open area is designated as open to wind wl future covering.
Estimating:does this allow for a reduction in continuous rod bracing at the roof(s)?
6.Skylight (by others)
Estimating:please deduct roof panels for a 260'x38'pre-engineered symmetrical ridge skylight,by others.
Estimating Notes 06/27/16
1)Lean-to's have been adjusted to the correct dimensions.high side column and high sidewall bracing will be removed and frames will attach as typical lean-tos to
main building endwall columns.
----->adjusted lean-to frame spacing to 25ft bays and removed 2 bays,but was unable remove enough to match column spacing
requested in notes above due to purlin limitations with high snow.
2)Material added for hip frames and roof structure at each of the 4 corners
3)260'X38'area of panel and purlins deducÏed for skylight at ridge(aprox 19ft at either side of ridge),note there will still be a strut purlin at ridge that will be visible in
skylight area.Beams have been priced to support skylight on either side located aprox 19ft from ridge.
4)See model for bracing locations(can be adjusted to different bays if needed)
5)Per conversation minimum roof snow load was changed to 110psf
6)Material included for suppon of scoreboard at each endwall,weight was assumed at approx 1200lbs or less,actual weight to be confirmed by builder.
7)Support beams on all walls priced to support canvas screens.Note attachment of screens at support beam and floor are not by Star.
8)Due to special hipped configuration of roof design,all roof panels &flashing provided by Star must be field cut,beveled,and fit to be water tight by the erector at the
job site as required by Star Drawings.
9)The builder is responsible to review the accuracy of this quote confirmation as to what materials are being provided and what is or is not included in the pricing.Star
is not responsible for the quote complying with or exceeding any architectural plans and specifications.Compliance is the sole responsibility of the builder.
Codes And Loads
Project Use Category Agricultural Jobsite Address 1202 Douglas IViunro Bivd
Building Code 2015 IBC Cle Elum,WA,98922
County Kittitas
Live/Wind
Live Load 20.000 psf Wind Category NIA
Trib.Area Reduction Allowed Yes Miles From Coastline NIA
Wind Exposure Exposure C Rain Intensity 4.0000 in/hr
Hurricane Coastline No
Ground Snow Load 115.000 psf Snow Exposure Partially Exposed
Min Roof Snow Load 110.000 psf Rain Load NIA
Elevation Above Sea Level N/A
Seismic
Spectral Response(Ss)67.00 %%of Snow Load for Seismic Normal
Spectral Response(Sh)N/A Seismic Zone N/A
Spectral Response(S1)27.00 %Near Source Factor NiA
Spectral Response($2)NIA Design Seismic for Schools N/A
Accelerated Coefficient(Aa)NIA Soil Type (D)Stiff Soil
Velocity Coefficient(Av)NIA
*Note -Snow Exposure could be updated by the application to a per building value based on input entered into this project.
Printed:6/27/2016 2:40:56 PM Q-2260-16.sbs Page 3 of2(
New Building A -350'x200'x16'
Label A Type Stand Alone
Structure New Frame Type Symmetrical
Attachment No Elevation A Sidewall
Geometry
Width 200'-0"Length 300'-0"
Eave Height 16'-0"Eave Height 16'-0"
Roof Slope 3.000000 I 12 Roof Slope 3.000000 /12
Distance To Ridge 100'-0"Distance To Ridge 100'-0"
Girts 8.0"-Exterior Gitts 8.0"-Exterior
EWB EWD
Type Half-Load Frame Type Half-Load Frame
Girts 10.0"-Flush Girts 10.0"-Flush
User Specified Setback System Standard 1'-2"User Specified Setback System Standard 1'-2"
Designed Setback O'-0"Designed Setback O'-0"
Gable Flash Yes Gable Flash Yes
Insulation Trim No Insulation Trim No
Purlins 12.0"Z Pregalvanized Secondary No
LBP Min Depth NIA Hot-Dipped Primary No
LBP Max Depth NIA Seal Welds NIA
Steel Shop Coat Gray Frame Bolt Washers No
Bolt Finish Plated
Spacing
SWA Bay Spacing (EWB-EWD)20'-0",20'-0",20'-0",20'-0",20'-0",20'.0",20'-0",20'-0
20'-0",20'-0",20'4)",20'-0",20'-0",20'-0",20'-0"
Roof Bay Spacing (EWB-EWD)20'-0",20'-0",20'-0",20'-0",20'-0",20'-0",20'-0",20'-0"
20'-0",20'-0",20'-0",20'-0",20'-0",20'-0",20'-0"
SWC Bay Spacing (EWD-EWB)20'-0",20'-0",20'-0",20'-0",20'-0",20'-0",20'-0",20'-0"
20'-0",20'-O",20'-0",20'-0",20'-0",20'-0",20'-0"
SWA Soldier Column Recesses (EWB-EWD)N/A
SWC Soldier Column Recesses (EWD-EWB)N/A
EWB Column Spacing (SWC49WA)25'-0",25'-0",25'-0",25'-0",25'-0",25'-0",25'-0",25'-0"EWD Column Spacing (SWA-sWC)25'-0",25'-0",25'-0",25'-0",25'-0",25'-0",25'-0",25'-0"EWB Column Recesses (SWC-SWA)0.0",0.0",0.0",0.0",0.0",0.0",0.0",0.0",0.0"
EWD Column Recesses (SWA-SWC)0.0",0.0",0.0",0.0",0.0",0.0",0.0",0.0",0.0"
*Note -Negative column recess raises the base of the column above the finished floor.
SWA Girt Spacings (Base to Eave)System Standard
SWC Girt Spacings (Base to Eave)System Standard
EWB Girt Spacings (Base to Peak)System Standard
EWD Girt Spacings (Base to Peak)System Standard
Purlin Spacing (Nominal Horizontal Distance)System Standard NIA
Frame Groups
¾pm 1 (Clearspan)
Frame Lines 1,2,3,4,5,6,7,8,9,10,11,12,13,
14,15,16
SWA SWC
Column Tapered Allowed Column Tapered Allowed
Unbraced To Elevation 16'-0"Unbraced To Elevation 16'-0"
Max Column Web Depth 60.0"Max Column Web Depth 60.0"
Max Rafter Web Depth 60.0"Max Rafter Web Depth 60.0"
Exterior Column Elevation At Finished Floor Exterior Column Elevation At Finished Floor
Loads,Wind Enclosure,Deflections &Sidesway
Building Leads Importance Factors
Roof Snow Load By Design 110.000 psf Snow Is 1.00
Risk Factor II -Normal Wind Iw N/A
Thermal Condition Unheated Seismic Ie 1.00
Seismic Design Category D Designed Snow Exposure Partially ExposedWindSpeed110.00 mph
Printed:6/27/2016 2:40:56 PM Q-2260-16.sbs Page 4 of26
New Building A -350'x200'x16'Continued...
Loads,Wind Enclosure,Deflections &Sidesway Continued..
Wind Enclosure
Enclosure Partially EnclosedAreFramedOpeningsenclosedwithmaterialsthataredesignedtowithstandthewindloadandwindbornedebris(if applicable)?N/A
Are all Open Areas for Other enclosed with materials that are designed to withstand the wind load and wind borne debris (if NIA
applicable)?
Open Building Condition Clear (unobstructed)flow
Uniform Collateral Loads
Ceiling Load 0.000 psf
Ceiling Type N/A
Brittle Wall/Dryvit No
Other 5.000 psf
Deflections
Purlins Roof Panel Rafters
Live L/150 Code Limit Live Ll60 Code Limit Live L/180 Code LimitSnowL/180 Code Limit Snow Ll60 Code Limit Snow L/180 Code LimitWindL/180 Code Limit Wind L/60 Code Limit Wind L/180 Code LimitTotalGravityLli20CodeLimitTotalGravityLi60CodeLimitTotalGravityL/120 Code LimitTotalUpliftNIATotalUpliftLl60CodeLimitTotalUpliftN/A
Girts Ll90 Code Limit
Wall Panel L/60 Code Limit
Endwall Columns L/120 Code Limit
Sidesway
Portal Frame Frame
Serviceability Wind HI60 Code Limit Live HI60 Code LimitSeismicHI40CodeLimitSnowHI60CodeLimit
Serviceability Wind HI60 Code LimitCraneH!100 Code Limit Total Gravity HI60 Code Limit
Total Seismic H/40 Code Limit
*Note -Code deflection limits are based on the applicable building code,user defined loading and the manufacturer's interpretation of what the minimum value should be.
*Note -It is the responsibility of the Builder to interpret all aspects of the End Customer's specifications and incorporate the appropriate speciñcations,design criteria,and design
loads into the Order Documents submitted to Star Building Systems.
*Note -The material supplied by building manufacturer has been designed with the following minimum deflection criteria.The actua!dellection may be less depending upon
actual load and member length.The frame sidesway for wind load is based upon a represenistion of the 10-year Mean Recurrence Interval wind load.
Topography -Escarpments
Does the building lie on the upper half of a hill,ridge,or escarpment?No
Is this hill,ridge or escarpment unobstructed in any direction by another similar topographic feature within a distance of 100 times its height or 2 miles No
(3.21 km),whichever is less?
Is the hill or escarpment at least twice as tall as any other topographic features within 2 miles (3.21km)?No
Does the average slope on the top half of the hill,ridge,or escarpment equal or exceed 20%(11.3")?No
Is the height of the hill,ridge or escarpment equal to or greater than 15 feet (49.21 m)for Exposure C or D,or 60ft (196.8 m)for Exposure B?No
TOPueraphic Effects
Hill Shape N/A
Lh,Horizontal distance of crest to half height of hill or escarpment N/A
H,Height of Hill or Escarpment N!A
X,Distance From the Crest to the Building Site N/A
Bracing
SWA Full Height Portal Frame (EWB to EWD)@ Bays 3,6,10,13
Roof Rod (EWB to EWD)@ Bays 3,6,10,13
LBP Bracing Location N/A
SWC Full Height Portai Frame (EWD to EWB)@ Bays 13,10,6,3EWBNone(SWC to SWA)@ Bays No Bays
EWD None (SWA to SWC)@ Bays No Bays
Purlins Angles
SWA Girts Sag Angles
SWC Girts Sag Angles
EWB Girts Sag Angles
EWD Girts Sag Angles
Rafter Flange Braces Standard
Column Flange Braces Standard
Printed:6/27/2016 2:40:56 PM Q-2260-16.sbs Page 5 of 24
New Building A -350'x200'x16'Continued...
Bracing Continued...
Portal Frames
SWA SWC
Rod Tiers Above N/A Rod Tiers Above NIA
Max Column Web Depth 60.0000"Max Column Web Depth 60.0000"
Max Rafter Web Depth 60.0000"Max Rafter Web Depth 60.0000"
EWB EWD
Rod Tiers Above N/A Rod Tiers Above NIA
Max Column Web Depth N/A Max Column Web Depth N/A
Max Rafter Web Depth N/A Max Rafter Web Depth N/A
Roof Panel (61,953 sqft)
Type SuperLok Options
Gauge 24 SS Clip Type Utility ClipThicknessNIA(No Insulation)Color SIG -200 TBD Thermal Blocks NoneFinishWarrantyYesNon-Handed Erection N/APerforationGuaranteeNIADirectionNIAInteriorPanelN/A FM-4471 Roof Panel Anchorage No
R Value N/A UL90 NoExteriorSkinN/A UL Letter No
Ridge Pan NoFastenerInformationAlignmentStripNIATypeSelf-Drilling Eave Panel Extension NoHeadFinishLong-Life Purchase Hand Crimper to ship with PanelsNoLengthStandard
Vendor Atlas Weathertightness Warranty
Type None
Term N/A
Wall Panel (0 sqft)
Type Not by Star Options
Gauge 0 Reverse Rolled N/AThicknessN/A Washers N/AColorN/A Concrete Notch NIAFinishWarrantyN/A Sealed Wall NoInteriorPanelN/A Eave Closure No
R Value N/A Rake Closure No
Fastener Information Foam Tape (If applicable)No
Type NIA
Head Finish N/A
Length N/A
Vendor N/A
Base Condition
Framing None Closure None
Trim None
Trim
SWA Options SWC Options
Trim Type Gutters and Downspouts Trim Type Gutters and Downspouts
Gutter Type Northern Large Gutter Type Northern LargeGutterTypebyDesignNorthernLargeGutterTypebyDesignNorthernLargeAdditionalGutterSupportsByDesignAdditionalGutterSupportsByDesign
Downspout Drops 5 Downspout Drops 5
Downspout Height 16'-0"Downspout Height 16'-0"Include Elbow Yes Include Elbow Yes
EwB Options EWD Options
Trim Type Gable Trim Trim Type Gable Trim
Gutter Type N/A Gutter Type N/A
Gutter Type by Design N/A Gutter Type by Design NIA
Additional Gutter Supports N/A Additional Gutter Supports NIA
Downspout Drops NIA Downs pout Drops NIA
Downspout Height N/A Downspout Height N/A
Include Elbow N/A Include Elbow N/A
Printed:6/27í2016 2:4û:56 PM Q-2260-16.sbs Page 6 of 26
New Building A -350'x200'x16'Coñtinued...
Trim Continued...
Color Selections
Eave SIG -200 TBD Trim Profile Cascading
Gable SIG -200 TBD Trim is 26 gauge unless noted otherwise.
Corner SIG -200 TBD (*)Denotes Signature 300 color.Base SIG -200 TBD
All Other SIG -200 TBD Trim for roof system with Sig 300 color is 24 gauge.
Gutters SIG -200 TBD *Note -Gutters selected may differ from the Gutters designed.
Downspouts SIG -200 TBD
Roof to Roof NIA
Roof to Wall N/A
Walk Doors SIG -200 TBD
Insulation
Building Has Insulation No
Printed:6/27/2016 2:40:56 PM Q-2260-16.sbs Page 7 of21
New Building A -350'x200'x16'Continued..
Add Lines
List
Description Support beams in all walls for retractable canvas screens
Quantity 1.00
By Star Yes
Quote #Q-2260-16,ALB
Add to Freight Yes
Estimator's Initials ALB
Expires On 7/7/2016
Description Add for all frames in main building
Quantity 1.00
By Star Yes
Quote #Q-2260-16,ALB
Add to Freight Yes
Estimator's Initials ALB
Expires On 7/7/2016
Description add support at each endwall for scoreboard
Quantity 1.00
By Star Yes
Quote #Q-2260-16,A LB
Add to Freight Yes
Estimator's Initials ALB
Expires On 7/7/2016
Description add support beams for skylight at ridge
Quantity 1.00
By Star Yes
Quote #Q-2260-16,ALB
Add to Freight Yes
Estimator's Initials ALB
Expires On 7/7/2016
Description Deduct framing for Skylight at ridge
Quantity 1.00
By Star Yes
Quote #Q-2260-16,ALB
Add to Freight Yes
Estimator's Initials ALB
Expires On 7/7/2016
Printed:Gi27/2ûló 2:4û:56 Pivi Q-2260-16.sbs Page 8 of26
New Building A -350'x200'x16'Continued.
Accessories on Roof/Wall
Open Areas
Type Fuli Height Left Jamb Yes Support Beam
Open For Wind Left Jamb Flash Yes Not by Manufacturer
%Open For Wind 100.00 %Right Jamb Yes
Material Thickness N/A Right Jamb Flash Yes
Material Weight 0.000 psf Header Flash Type N/A
Masonry Type NIA Flash Color SIG -200 TBD
Masonry Reinforcement N/A Height 16'-0"
Shear Wall No Width 300'-0"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation A
Will Area be Sheeted in Future Yes Bay 1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
Type Full Height Left Jamb No Support Beam
Open For Wind Left Jamb Flash No Not by Manufacturer
%Open For Wind 100.00 %Right Jamb No
Material Thickness N/A Right Jamb Flash No
Material Weight 0.000 psf Header Flash Type N/A
Masonry Type N/A Flash Color NIA
Masonrÿ Reinforcement N!A Height î 6'-0"
Shear Wall No Width 23'-10"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation B
Will Area be Sheeted in Future Yes Bay 1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
Type Attachment Height Left Jamb No Sunnort Beam
Open For Wind Left Jamb Flash No Not by Manufacturer
%Open For Wind 100.00 %Right Jamb No
Material Thickness N/A Right Jamb Flash No
Material Weight 0.000 psi Header Flash Type NíA
Masonry Type N/A Flash Color N/A
Masonry Reinforcement N/A Height 22'-3"
Shear Wall No Width 152'-4"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation B
Will Area be Sheeted in Future Yes Bay 1
Distance From Left Column 23'-10"
Distance From Left Steelline 23'-10"
Type Full Height Left Jamb No Support Beam
Open For Wind Left Jamb Flash No Not by Manufacturer
%Open For Wind 100.00 %Right Jamb No
Material Thickness N/A Right Jamb Flash No
Material Weight 0.000 psf Header Flash Type N/A
Masonry Type N/A Flash Color N/A
Masonry Reinforcement N!A Height 16'-0"
Shear Wall No Width 23'-10"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation B
Will Area be Sheeted in Future Yes Bay 8
Distance From Left Column 1'-2"
Distance From Leñ Steelline 176'-2"
Type Full Ñeight Left Jarnb Yes
Open For Wind Left Jamb Flash Yes
%Open For Wind 100.00 %Right Jamb Yes
Material Thickness NIA Right Jamb Flash Yes
Material Weight 0.000 psf Header Flash Type N/A
Masonry Type N/A Flash Color SIG -200 TBD
Masonry Reinforcement N/A Height 16'-0"
Shear Wall No Width 300'-0"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Till-up No Elevation C
Will Area be Sheeted in Future Yes Bay 1
Distance From Left Column O'-O"
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New Building A -350'x200'x16'Continued..
Accessories on Roof/Wall Continued...
Distance From Left Steelline O'-0"
Support Beam
Not by Manufacturer
Type Full Height Left Jamb No Support BeamOpenForWindLeftJambFlashNoNotbyManufacturer
%Open For Wind 100.00 %Right Jamb No
Material Thickness N/A Right Jamb Flash No
Material Weight 0.000 psf Header Flash Type NIA
Masonry Type N/A Flash Color N/A
Masonry Reinforcement N/A Height 16'-0"
Shear Wall No Width 23'-10"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation D
Will Area be Sheeted in Future Yes Bay 1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
Type Attachment Height Left Jamb No Support BeamOpenForWindLeftJambFlashNoNotbyManufacturer%Open For Wind 100.00 %Right Jamb No
Material Thickness N/A Right Jamb Flash No
Material Weight 0.000 psf Header Flash Type N/A
Masonry Type N/A Flash Color NIA
Masom y Reinforcement N/A Height 22'-3"
Shear Wall No Width 152'-4"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation D
Will Area be Sheeted in Future Yes Bay 1
Distance From Left Column 23'-10"
Distance From Left Steelline 23'-10"
Type Full Height Left Jamb No Support BeamOpenForWindLeftJambFlashNoNotbyManufacturer%Open For Wind 100.00 %Right Jamb No
Material Thickness N/A Right Jamb Flash No
Material Weight 0.000 psf Header Flash Type N/A
Masonry Type N/A Flash Color N/A
Masonry Reinforcement N/A Height 16'-0"
Shear Wall No Width 23'-10"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation D
Will Area be Sheeted in Future Yes Bay 8
Distance From Left Column 1'-2"
Distance From Left Steelline 176'-2"
*Note -DedLict Panel Only Open Area constitutes panels provided by others and shall be structurally equal to Manufacturer's PBR panel Panel attachment is NOT byManufacturer.
Gutters
Type Northern Large Elevation A
Quantity 1 Bay 1
Length 300'-0"Distance from Left Column O'-0"
Distance from Left Steelline O'-0"
Type Northern Large Elevation C
Quantity 1 Bay 1
Length 300'-0"Distance from Left Column O'-0"
Distance from Left Steenine O'-0"
Gutters (List)Total
Downspouts
Quantity 5 Elevation A
Length 16'-0"
Elbow Yes
Trim SIG -200 TBD
Quantity 5 Elevation C
Length 16'-0"
Elbow Yes
Trim SIG -200 TBD
Downspouts (List)Total
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New Building A -350'x200'x16'Continued..
Accessories on Roof/Wall Continued...
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New Building B -EWB Lean-to
Label B Type Attachment
Stmeture New Frame Type Single SlopeAttachmentYesElevationAEndwall
Geometry
Width 25'-0"Length 152'-4"
SWD SWB
Eave Height 22'-3"Eave Height 16'-0"Roof Slope 0.000000 I 12 Roof Slope 3.000000 I 12
Distance To Ridge O'-0"Distance To Ridge 25'-0"
Girts 10.0"-Flush Girts 10.0"-Exterior
EWA EWC
Type Expandable Frame Type Expandable Frame
Girts 10.0"-Flush Girts 10.0"-Flush
User Specified Setback System Standard 1'-2"User Specified Setback System Standard 1'-2"Designed Setback 1'-2"Designed Setback 1'-2"
Gable Flash Yes Gable Flash YesInsulationTrimNoInsulationTrimNo
Purlins 12.0"Z Pregalvanized Secondary NoLBPMinDepthN/A Hot-Dipped Primary NoLBPMaxDepthN/A Seal Welds N/A
Steel Shop Coat Gray Frame Bolt Washers NoBoltFinishPlated
Attachment
Attached To Location
Building A -350'x200'x16'Attachment Wall SidewallWallBStartColumnNIA
Offset 176'-2"Stop Column NIA
*Note -The sheeting and secondary is removed on this building (child building)at the attachment area.The sheeting and secondary remain on the building it attaches to (parentbuilding)unless an Open Area is shown in accessories ofthe parent building.
Spacing
SWD Bay Spacing (EWA-EWC)26'2",25'-0",25'-0",25'-0",25'-0",26'-2"Roof Bay Spacing (EWA-EWC)26'-2",25'-D",25'-0",25'-0",25'-0",26'-2"SWB Bay Spacing (EWC-EWA)26'-2",25'-0",25'-0",25'-0",25'-0",26'-2"SWD Soldier Column Recesses (EWA-EWC)N/A
SWB Soldier Column Recesses (EWC-EWA)N/A
EWA Column Spacing (SWB-SWD)25'-0"EWC Column Spacing (SWD-SWB)25'-0"
EWA Column Recesses (SWB-SWD)0.0",0.0"EWC Column Recesses (SWD-SWB)0.0",0.0"
*Note -Negative column recess raises the base ofthe column above the finished floor.
SWD Girt Spacings (Base to Eave)System Standard
SWB Girt Spacings (Base to Eave)System Standard
EWA Gitt Spacings (Base to Peak)System Standard
EWC Girt Spacings (Base to Peak)System Standard
Purlin Spacing (Nominal Horizontal Distance)System Standard N/A
Frame Groups
GmupNumb 1 (Clearspan)
Frame Lines 1,2,3,4,5,6,7
Column Tapered Allowed Column Tapered AllowedUnbracedToElevationN/A Unbraced To Elevation N/AMaxColumnWebDepth60.0"Max Column Web Depth 60.0"Max Rafter Web Depth 60.0"Max Rafter Web Depth 60.0"Exterior Column Elevation At Finished Floor Exterior Column Elevation At Finished Floor
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Loads,Wind Enclosure,Deflections &Sidesway
Ruilding Lands importance Factors
Roof Snow Load By Design 110.000 psf Snow Is 1.00
Risk Factor li -Normal Wind Tw N/A
Thermal Condition Unheated Seismic Ie 1.00
Seismic Design Category D Designed Snow Exposure Partially Exposed
Wind Speed 110.00 mph
Wind Enclosure
Enclosure Partially Enclosed
Are Framed Openings enclosed with materials that are designed to withstand the wind load and wind borne debris (if applicable)?N/A
Are all Open Areas for Other enclosed with materials that are designed to withstand the wind load and wind borne debris (if N/A
applicable)?
Open Building Condition Clear (unobstructed)flow
Uniform Collateral Loads
Ceiling Load 0.000 psf
Ceiling Type N/A
Brittle Wall/Dryvit No
Other 0.500 psf
Deflections
Purlins Roof Panel Rafters
Live L/150 Code Limit Live Ll60 Code Limit Live L/180 Code LimitSnowL/180 Code Limit Snow Ll60 Code Limit Snow L/180 Code LimitWindLI180CodeLimitWindLl60CodeLimitWindL/180 Code LimitTotalGravityL/120 Code Limit Total Gravity LI60 Code Limit Total Gravity L/120 Code LimitTotalUpliftN/A Total Uplift Ll60 Code Limit Total Uplift N/A
Girts Ll90 Code Limit
Wall Panel L/60 Code Limit
Endwall Columns L/120 Code Limit
Sidesway
Portal Frame Frame
Serviceability Wind HI60 Code Limit Live HI60 Code LimitSeismicHI40CodeLimitSnowHI60CodeLimit
..Serviceability Wind HI60 Code LimitCraneHI100CodeLimitTotalGravityHI60CodeLimit
Total Seismic HI40 Code Limit
*Note -Code deflection limits are based on the applicable building code,user defined loading and the manufacturer's interpretation of what the minimum value should be.
*Note -It is the responsibility of the Builder to interpret all aspects of the End Customer's specifications and incorporate the appropriate specifications,design criteria,and design
loads into the Order Documents submitted to Star Building Systems.
*Note -The material supplied by building manufacturer has been designed with the following minimum deflection criteria.The actual deflection may be less depending upon
actual load and member length.The frame sidesway for wind load is based upon a representation of the 10-year Mean Recurrence Interval wind load.
Topography -Escarpments
Does the building lie on the upper halfof a hill,ridge,or escarpment?No
Is this hill,ridge or escarpment unobstructed in any direction by another similar topographic feature within a distance of 100 times its height or 2 miles No
(3.21 km),whichever is less?
Is the hill or escarpment at least twice as tall as any other topographic features within 2 miles (3.21 km)?No
Does the average slope on the top half of the hill,ridge,or escarpment equal or exceed 20%(11.3")?No
Is the height ofthe hill,ridge or escarpment equal to or greater than 15 feet (49.21 m)for Exposure C or D,or 60ñ (196.8 m)for Exposure B?No
Topourapliic Effects
Hill Shape N/A
Lh,Horizontal distance of crest to half height of hill or escarpment N/A
H,Height of Hill or Escarpment N/A
X,Distance From the Crest to the Building Site N/A
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Bracing
SWD 1 Tier Rod (EWA to EWC)@ Bays 5
Roof Rod (EWA to EWC)@ Bays 5
LBP Bracing Location N/A
SWB Full Height Portal Frame (EWC to EWA)@ Bays 2
EWA None (SWB to SWD)@ Bays No BaysEWCNone(SWD to SWB)@ Bays No Bays
Purlins Angles
SWD Girts Sag Angles
SWB Girts Sag Angles
EWA Girts Sag Angles
EWC Girts Sag Angles
Rafter Flange Braces Standard
Column Flange Braces Standard
Portal Frames
SWD SWB
Rod Tiers Above N/A Rod Tiers Above N/A
Max Column Web Depth 60.0000"Max Column Web Depth 60.0000"
Max Rafter Web Depth 60.0000"Max Rafter Web Depth 60.0000"EWA EWC
Rod Tiers Above N/A Rod Tiers Above NIA
Max Column Web Depth NIA Max Column Web Depth N/A
Max Rafter Web Depth N/A Max Rafter Web Depth N/A
Roof Panel (3,953 sqft)
Type SuperLok Options
Gauge 24 SS Clip Type Utility ClipThicknessN/A (No Insulation)Color SIG -200 TBD Thermal Blocks None
Finish Warranty Yes Non-Handed Erection NIAPerforationGuaranteeN/A Direction N/AInteriorPanelN/A FM-4471 Roof Panel Anchorage No
R Value N/A UL90 NoExteriorSkinN/A UL Letter No
Ridge Pan NoFastenerInformationAlignmentStripN/ATypeSelf-Drilling Eave Panel Extension NoHeadFinishLong-Life Purchase Hand Crimper to ship with PanelsNoLengthStandard
Vendor Atlas Wenthertightness Warranty
Type None
Tern N!A
Wall Panel (0 sqft)
Type Not by Star Options
Gauge 0 Reverse Rolled N/AThicknessN/A Washers N/AColorNIAConcreteNotchN/AFinishWarrantyN/A Sealed Wall NoInteriorPanelN/A Eave Closure No
R Value N/A Rake Closure No
Fastener Information Foam Tape (If applicable)No
Type N/A
Head Finish N/A
Length N/A
Vendor N/A
Base Condition
Framing None Closure None
Trim None
Trim
SWD Options SWB Options
Trim Type No Trim Trim Type Gutters and DownspoutsGutterTypeNIAGutterTypeNorthernLarge
Gutter Type by Design N/A Gutter Type by Design Northern Large
Additional Gutter Supports N/A Additional Gutter Supports By Design
Downspout Drops N/A Downspout Drops 3
Downspout Height NIA Downspout Height 10'-0"
Include Elbow NIA Include Elbow Yes
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New Building B -EWB Lean-to Continued...
Trim Continued...
EWA Options EWC Ootions
Trim Type Gable Trim Trim Type Gable Trim
Gutter Type N/A Gutter Type NIA
Gutter Type by Design NIA Gutter Type by Design NIA
Additional Gutter Supports NIA Additional Gutter Supports NIA
Downspout Drops NIA Downspout Drops N/A
Downspout Height NIA Downspout Height N/A
Include Elbow N/A Include Elbow NIA
Color Selections
Eave SIG -200 TBD Trim Profile Cascading
Cable SIG -200 TBD Trim is 26 gauge unless noted otherwise.
Corner SIG -200 TBD (*)Denotes Signature 300 color.Base SIG -200 TBD Trim for roof system with Sig 300 color is 24 gauge.All Other SIG -200 TBD
Gutters SIG -200 TBD *Note -Gutters selected may differ from the Gutters designed.
Downspouts SIG -200 TBD
Roof to Roof N/A
Roof to Wall NIA
Walk Doors SIG -200 TBD
insulation
Building Has Insulation No
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New Building B -EWB Lean-to Continued.
Add Lines
List
Description Add for hip conditions
Quantity 1.00
By Star Yes
Quote #Q-2260-16,ALB
Add to Freight Yes
Estirnator's Initials ALB
Expires On 7/7/2016
Printed:6/27/2ûlé 2:4û:56 PM Q-2260-16.sbs Page 16 of 26
New Building B -EWB Lean-to Continued...
Accessories on Roof/Wall
Open Areas
Type Fuli Height Left Jamb Yes Supcort Beam
Open For Wind Left Jamb Flash Yes Not by Manufacturer
%Open For Wind 100.00 %Right Jamb Yes
Material Thickness N/A Right Jamb Flash Yes
Material Weight 0.000 psf Header Flash Type N/A
Masonry Type NIA Flash Color SIG -200 TBD
Masonry Reinforcement N/A Height 16'-0"
Shear Wall No Width 25'-0"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation AWillAreabeSheetedinFutureYesBay1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
Type Full Height Left Jamb Yes Support Beam
Open For Wind Left Jamb Flash Yes Not bv Manufacturer
%Open For Wind 100.00 %Right Jamb Yes
Material Thickness N/A Right Jamb Flash Yes
Material Weight 0.000 psf Header Flash Type NIA
Masonry Type N/A Flash Color SIG -200 TBD
Masonry Reinforcement N/A Height 16'-0"
Shear Wall No Width 152'-4"
Deduct Liner Panel Yes Distance Steelline to Material O'-O"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation B
Will Area be Sheeted in Future Yes Bay 1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
Type Full Height Left Jamb Yes Suwpori:Beam
Open For Wind Left Jamb Flash Yes Not by Manufacturer
%Open For Wind 100.00 %Right Jamb Yes
Material Thickness N/A Right Jamb Flash Yes
Material Weight 0,000 psf Header Flash Type N!A
Masonry Type N/A Flash Color SIG -200 TBD
Masonry Reinforcernent N/A Height 16'-0"
Shear Wall No Width 25'-0"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation C
Will Area be Sheeted in Future Yes Bay 1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
Type Child Bldg Attachment Left Jamb No Suunort Beam
Open For Other Left Jamb Flash No Not by Manufacturer
%Open For Wind 0.00 %Right Jamb No
Material Thickness NIA Right Jamb Flash No
Material Weight 0.000 psf Header Flash Type N!A
Masonry Type N/A Flash Color N/A
Masonry Reinforcement N!A Height 22'-3"
Shear Wall No Width 152'-4"
Deduct Liner Panel Yes Distance Steelline to Materia!C'-O"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation D
Will Area be Sheeted in Future N/A Bay 1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
*Nole -Deduct Panel Only Open Area constitutes panels provided by others and shall be structurally equal to Manufacturer's PBR panel.Panel attachment is NOT byManufacturer.
*Note -Girts and panels for child building(s)have been removed at common area(s)
Gutters
Type Noithern Large Elevation B
Quantity 1 .Bay 1
Length 152'-4"Distance from Left Column O'-0"
Distance from Left Steelline O'-0"
Gutters (List)Total
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New Building B -EWB Lean-to Continued...
Accessories on Roof/Wall Continued...
Downspouts
Quantity 1 Elevation B
Length 10'-0"
Elbow Yes
Trim SIG -200 TBD
Quantity 1 Elevation B
Length 10'-0"
Elbow Yes
Trim SIG -200 TBD
Quantity 1 Elevation B
Length 10'-0"
Elbow Yes
Trim SIG -200 TBD
Downspouts (List)Total
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New Building C -EWD Lean-to
Label C Type Attachment
Structure New Frame Type Single Slope
Attachment Yes Elevation A Endwali
Geometry
Width 25'-0"Length 152'-4"
SWD SWB
Eave Height 16'-0"Eave Height 22'-3"
Roof Slope 3.000000 /12 Roof Slope 0.000000 I 12
Distance To Ridge 25'-0"Distance To Ridge O'-0"
Girts 10.0"-Exterior Girts 10.0"-Flush
EWA EWC
Type Expandable Frame Type Expandable Frame
Girts 10.0"-Flush Girts 10.0"-Flush
User Specified Setback System Standard 1'-2"User Specified Setback System Standard 1'-2"Designed Setback 1'-2"Designed Setback 1'-2"
Gable Flash Yes Gable Flash Yes
Insulation Trim No Insulation Trim No
Purlins 12.0"Z Pregalvanized Secondary No
LBP Min Depth N!A Hot-Dipped Primary No
LBP Max Depth NIA Seal Welds N/A
Steel Shop Coat Gray Frame Bolt Washers No
Bolt Finish Plated
Attachment
Attached To Location
Building A -350'x200'x16'Attachment Wall Sidewall
Wall D Start Column N/A
Offset 176'-2"Stop Column N/A
*Note -The sheeting and secondary is removed on this building (child building)at the attachment area.The sheeting and secondary remain on the building it attaches to (parent
building)unless an Open Area is shown in accessories ofthe parent building.
Spacing
SWD Bay Spacing (EWA-EWC)26'-2",25'-0",25'-0",25'-0",25'-0",26'-2"
Roof Bay Spacing (EWA-EWC)26'-2",25'-0",25'-0",25'-0",25'-0",26'-2"
SWB Bay Spacing (EWC-EWA)26'-2",25'-0",25'-0",25'-0",25'-0",26'-2"
SWD Soldier Column Recesses (EWA-EWC)N/A
SWB Soldier Column Recesses (EWC-EWA)N/A
EWA Column Spacing (SWB-SWD)25'-0"
EWC Column Spacing (SWD-SWB)25'-0"
EWA Column Recesses (SWB-SWD)0.0",0.0"
EWC Column Recesses (SWD-SWB)0.0",0.0"
*Note -Negative column recess raises the base of the column above the finished floor.
SWD Girt Spacings (Base to Eave)System Standard
SWB Girt Spacings (Base to Eave)System Standard
EWA Girt Spacings (Base to Peak)System Standard
EWC Girt Spacings (Base to Peak)System Standard
Purlin Spacing (Nominal Horizontal Distance)System Standard ly/A
Frame Groups
GoupNambm 1 (Clearspan)
Frame Lines 1,2,3,4,5,6,7
SWD SWB
Column Tapered A!!owed Column Tapered Allowed
Unbraced To Elevation N/A Unbraced To Elevation NIA
Max Colunm Web Deplh 60.0"Max Column Web Depth 60.0"
Max Rafter Web Depth 60.0"Max Rañer Web Depth 60.0"
Exterior Column Elevation At Finished Floor Exterior Column Elevation At Finished Floor
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Loads,Wind Enclosure,Deflections &Sidesway
Building Loads importance Factors
Roof Snow Load By Design 110.000 psf Snow Is 1.00
Risk Factor II -Normal Wind Iw N/AThermalConditionUnheatedSeismicle1.00
Seismic Design Category D Designed Snow Exposure Partially ExposedWindSpeed110.00 mph
Wind Enclosure
Enclosure Partially EnclosedAreFramedOpeningsenclosedwithmaterialsthataredesignedtowithstandthewindloadandwindbornedebris(if applicable)?N/AAreallOpenAreasforOikerenclosedwithmaterialsthataredesignedtowithstandthewindloadandwindbomedebris(if NIAapplicable)?
Open Building Condition Clear (unobstructed)flow
Uniform Collateral Loads
Ceiling Load 0.000 psf
Ceiling Type N/A
Brittle Wall/Dryvit No
Other 0.500 psf
Deflections
Purlins Roof Panel Rafters
Live L/150 Code Limit Live LI60 Code Limit Live L/180 Code LimitSnowL/180 Code Limit Snow Ll60 Code Limit Snow L/180 Code LimitWindLI180CodeLimitWindLI60CodeLimitWindL/180 Code LimitTotalGravityL/120 Code Limit Total Gravity LI60 Code Limit Total Gravity L/120 Code LimitTotalUpliftN/A Total Uplift Ll60 Code Limit Total Uplift N/A
Girts Ll90 Code Limit
Wall Panel L/60 Code Limit
Endwall Columns L/120 Code Limit
Sideswav
Portal Frame Frame
Serviceability Wind H/60 Code Limit Live HI60 Code LimitSeismicHI40CodeLimitSnowHI60CodeLimit
Serviceability Wind HI60 Code LimitCraneHI100CodeLimitTotalGravityHI60CodeLimit
Total Seismic HI40 Code Limit
*Note -Code deflection limits are based on the applicable building code,user defined loading and the manufacturer's interpretation ofwhat the minimum value should be.
*Note -It is the responsibility of the Builder to interpret all aspects of the End Customer's specifications and incorporate the appropriate specifications,design criteria,and designloadsintotheOrderDocumentssubmittedtoStarBuildingSystems.
*Note -The material supplied by building manufacturer has been designed with tlic following minimum deflection criteria The actual deflection may be less depending uponactualloadandmemberIcitgth.The frame sidesway for wind load is based upon a representation ofthe [0-year Meam Recurrenceinterval wind load.
Topography-Escarpments
Does the building lie on the upper half of a hill,ridge,or escarpment?No
Is this hill,ridge or escarpment unobstructed in any direction by another similar topographic feature within a distance of 100 times its height or 2 miles No(3.21 km),whichever is less?
Is the bill or escarpment at least twice as tall as any other topographic features within 2 miles (3.21 km)?NoDoestheaverageslopeonthetophalfofthehill,ridge,or escarpment equal or exceed 20%(11.3")?No
Is the height ofthe hill,ridge or escarpment equal to or greater than 15 feet (49.21 m)for Exposure C or D,or 60ft (196.8 m)for Exposure B?No
Topographie EtTects
Hill Shape N/A
Lh,Horizontal distance of crest to half height of hill or escarpment NIA
H,Height of Hill or Escarpment NIA
X,Distance From the Crestto the Building Site N/A
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Bracing
SWD Full Height Portal Frame (EWA to EWC)@ Bays 5
Roof Rod (EWA to EWC)@ Bays 5
LBP Bracing Location NIA
SWB 1 Tier Rod (EWC to EWA)@ Bays 2
EWA None (SWB to SWD)@ Bays No Bays
EWC None (SWD to SWB)@ Bays No Bays
Purlins Angles
SWD Girts Sag Angles
SWB Girts Sag Angles
EWA Girts Sag Angles
EWC Giits Sag Angles
Rafter Flange Braces Standard
Column Flange Braces Standard
Portal Frames
SWD SWB
Rod Tiers Above NIA Rod Tiers Above N/A
Max Column Web Depth 60.0000"Max Column Web Depth 60.0000"
Max Rafter Web Depth 60.0000"Max Rafter Web Depth 60.0000"
EWA EWC
Rod Tiers Above N/A Rod Tiers Above NIA
Max Column Web Depth N!A Max Column Web Depth N/A
Max Rafter Web Depth N/A Max Rañer Web Depth NiA
Roof Panel (3,953 sqft)
Type SuperLok _Qat_foni
Gauge 24 SS Clip Type Utility ClipThicknessN/A (No Insulation)Color SIG -200 TBD Thermal Blocks NoneFinishWarrantyYesNon-Handed Erection N/APerforationGuaranteeN/A Direction N/AInteriorPanelNIAFM-4471 Roof Panel Anchorage No
R Value N/A UL90 NoExteriorSkinN/A UL Letter No
Fastener Information Ridge Pan No
Type Self-Drilling Alignment Strip NIA
eenadthFinish n
I
ceh
e
aEnd Cnri
per to ship with Panels
Vendor Atlas Weathertightness Warranty
Type None
Term NIA
Wall Panel (0 sqft)
Type Not by Star Options
Gauge O Reverse Rolled N/AThicknessN/A Washers N/AColorNIAConcreteNotchN/AFinishWarrantyNíASealedWallNoInteriorPanelN/A Eave Closure No
R Value N/A Rake Closure No
Fastener Information Foam Tape (If applicable)No
Type NIA
Head Finish NiA
Length NíA
Vendor N/A
Base Condition
Framing None Closure None
Trim None
Trim
SWD Options SWB Options
Trim Type Gutters and Downspouts Trim Type No Trim
Gutter Type Northern Large Gutter Type N/A
Gutter Type by Design Northern Large Gutter Type by Design N/A
Additional Gutter Supports By Design Additional Gutter Supports N/A
Downspout Drops 3 Downspout Drops NIA
Downspout Height 16'-0"Downspout Height N!A
Include Elbow Yes Include Elbow N/A
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New Building C -EWD Lean-to Continued...
Trim Continued...
EWA Options EWC Options
Trim Type Gable Trim Trim Type Gable Trim
Gutter Type N/A Gutter Type N/A
Gutter Type by Design NIA Gutter Type by Design N/AAdditionalGutterSupportsN/A Additional Gutter Supports NIA
Downspout Drops N/A Downspout Drops NIA
Downspout Height NIA Downspout Height NIAIncludeElbowN/A Include Elbow NIA
Color Selections
Eave SIG -200 TBD Trim Profile Cascading
Gable SIG -200 TBD Trim is 26 gauge unless noted otherwise.
Corner SIG -200 TBD (*)Denotes Signature 300 color,Base SIG -200 TBD Trim for roof system with Sig 300 color is 24 gauge.All Other SIG -200 TBD
Gutters SIG -200 TBD *Note -Gutters selected may differ from the Gutters designed.
Downspouts SIG -200 TBD
Roof to Roof N/A
Roofto Wall NIA
Walk Doors SIG -200 TBD
Insulation
Building Has Insulation No
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New Building C -EWD Lean-to Continued...
Add Lines
List
Description Add for hip conditions
Quantity 1.00
By Star Yes
Quote #Q-2260-16,ALB
Add to Freight Yes
Estimator's Initials ALB
Expires On 7/7/2016
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New Building C -EWD Lean-to Continued...
Accessories on Roof/Wall
Open Areas
Type Full Height Left Jamb Yes Support BeamOpenForWindLeftJambFlashYesNotbyManufacturer%Open For Wind 100.00 %Right Jamb Yes
Material Thickness NIA Right Jamb Flash Yes
Material Weight 0.000 psf Header Flash Type NIA
Masonry Type N/A Flash Color SIG -200 TBDMasonyReinforcementN/A Height 16'-0"
Shear Wall No Width 25'-0"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt..up No Elevation AWillAreabeSheetedinFutureYesBay1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
Type Child Bldg Attachment Left Jamb No Support BeamOpenForOtherLeftJambFlashNoNotbyManufacturer%Open For Wind 0.00 %Right Jamb No
Material Thickness N/A Right Jamb Flash No
Material Weight 0.000 psf Header Flash Type N/A
Masonny Type N/A Flash Color N/A
Masonry Reinforcement N/A Height 22'-3"
Shear Wall No Width 152'-4"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation BWillAreabeSheetedinFutureN/A Bay 1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
Type Full Height Left Jamb Yes Support BemuOpenForWindLeftJambFlashYesNotbyManufacturer%Open For Wind 100.00 %Right Jamb Yes
Material Thickness N/A Right Jamb Flash Yes
Material Weight 0.000 psf Header Flash Type N/A
Masonry Type NIA Flash Color SIG -200 TBD
Masonry Reinforcement N/A Height 16'-0"
Shear Wall No Width 25'-0"
Deduct Liner Panel Yes Distance Steelline to Material O'-0"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation CWillAreabeSheetedinFutureYesBay1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
Type Full Height Left Jamb Yes Support BeamOpenForWindLeftJambFlashYesNotbyManufacturer%Open For Wind 100.00 %Right Jamb Yes
Material Thickness N/A Right Jamb Flash Yes
Material Weight 0.000 psf Header Flash Type N/A
Masorry Type N/A Flash Color SIG -200 TBD
Masonry Reinforcement N/A Height 16'-0"
Shear Wall No Width 152'-4"
Deduct Liner Panel Yes Distance Steelline to Material O'-O"
Deduct Insulation Yes Distance Steelline to Beam O'-0"
Cols.Braced by Mas'y/Tilt-up No Elevation DWillAreabeSheetedinFutureYesBay1
Distance From Left Column O'-0"
Distance From Left Steelline O'-0"
*Note -Deduct Panel Only Open Area constitutes panels provided by others and shall be structurally equal to Manufacturer's PBR panel.Panel attachment is NOT byManufacturer.
*Note -Girts and panels for child building(s)have been removed at common area(s)
Gutters
Type Northern Large Elevation D
Quantity 1 Bay 1
Length 152'-4"Distance from Left Column O'-0"
Distance from Left Steelline O'-0"
Gutters (List)Total
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New Building C -EWD Lean-to Continued...
Accessories on Roof/Wall Continued...
Downspouts
Quantity 3 Elevation D
Length 16'-0"
Elbow Yes
Trim SIG -200 TBD
Downspouts (List)Total
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Notes
Note:Star Building Systems carries Conunercial General Liability insurance which faciudes Products Liability and Completed Opemtions coverage.Star BuildingSystemsisamamifacturerofmetalbuildingsandcomponents.We rnanufacture a inngible product for sale in the market.As such,we do not peribrm or tender
professional services to outside parties as that term is used and is understood to mean in Professional Liability insurance policies.Professional Liability Insurance.if retiuited,will be an add to the contmet amourtt.
Note:Excluding Applicable tax and freight.
Note:Pricing does not include any export overages or containerization,unless otherwise noted.
Note:Unless prior agreement is reached with Star Building Systems,any in-plant inspections required by the Building Owner will be at the Building Owner's expense.
Note:Commtinication to Star Building Systems with the need to hold to any preliminary design information provided by SBS is the responsibility of the buyer.StarBuildingSystemswißnotbeliableforanychangesinfinaldesignifthebuyerdoesnotcommunicatetoStarBuildingSystems.
Note:Standard Star Building Systems'Specifications,including welding standards nud specifications,are applicable tittless specifically describrd otherwise on thisdocument.If plans and/or specifications and/or Ownefs Purchase Order accompanies 1his document,and there is a deviation from Star Building Systems standardspecifications,that deviation is not applicable unless referenced on this document.The words "See Attached"do not fulfill this reference requirement.AnydeviationfromstandardmustbelistedonthisdoeurnentorinProjectNotes.
Note:All materials not supplied by Star Building Systems and the tie-in of Star Building Systems materials to materials Not By Star (NBS)i.e.masomy wall otherexistingstructures,is the responsibility of the purchaser as relates the aesthetics,weatherlighiness and perlbrmance of same.
Note:The buyer is solely responsible for review and accuracy of all information contained within this order,and it's compliance with any plans,specifications,andbuildingcodes.Materîais and engineering shall be supplied in strict accordance with this order,and not necessarity in accordance.with plans,specifientions,building codes,or other contracts.Plans and/or specifications shall be considered ns reference materiat only.Star will not participale in any penshies,liquidated
damages,or retainage for any tenson.
Note:The complexity rating is derived from the geometry and accessories input into SBS.The use of Addlines or any other modifications can influence this rating.StarBuildingSystemsreservestherighttochangethisratingatanytimewithoutnotincation.
Note:Anchor Rods,leveling plates,shim plates,sill plates,embedded items and other miscellaneous metals are not supplied by Star.
Note:If project contains screw-down roof or wall panels,they may be up to 45'-0"in length (at Star's discretion)unless otherwise noted.If project contains standingseampanels,they may be up to 53'-0"in length (at Star's discretion)unless otherwise noted.
Note:NOTICE:Uniform visual appearance of Galvatume®Plus coaled panels cannot be guaranteed.The Galvaleme®Plus conting is subject to variances in spanglefromcoiltocoilwllichmayresultinanoticeableshadevariationininstalledpanels,The Galvalume®Plus conting is uiso subject to difTerernial weathering afterpanelinstallation.Panels may appear to be different shades due to this weathering characteristic.lf unifomt visual appearance is required,Star recommends diatourprepaintedSignature®200 or Signature®300 panels be used in lica of Galvahimc®Plus.Shade variations in panels manufactured from Galva1ume®Plus
coated malerial do not diminish tiie structural finegrity of the product.Tliese shade variations should be anticipated and are not a cause for rejection.
Note:If soil profile other than (D),(4),(SD),(S4)is to be used,Star requires a sealed letter or copy of a soils report from a registered design professional stating the soiltypetobeusedinthedesignofthemetalbuilding.
Note:Buÿer acknowledges Ilial.allhough mirtimum loads may be supplied automntically,it is Buyer's responsibility lo determine the intended use of the Metal BiúldingSystemordered,its appropriateness for u1l loads to be encountered,including but not limited to,live load,Wind lead,snow/ice load,wat¢r load,collateral andauxiliaryloads,as well as ils appropriaten¢ss for drainage systems and compliance with Ihe reqtticements of all goveming code bodies,statutory and regulatoryugencies.
Note:All design information provided is preliminary,including but not [imited to "Designed","System Standard"and "IMault"design criteria.Star will not beresponsibleforconditionsresultingfromchangesinthefinaldesignulilussthatspecificrequirementisnotedonthePurchaseOrder.
Note:Anchor Rods are not supplied by Star unless noted specifically on this document.Embedment length is not designed by Star.
Note:All SBS Support Beams are designed and priced with the assumption that the beam is located at or within 2'-0"of the top of the open area material and that the openareadoesnotextendabovetheeavelineand/or roofline.
Note:Structural paint is intended as a primer.The primers supplied by Star are not irttended to provide the uniformity of appearance of a finish coat nor lo provideextendedprotectionifsubjectedtoprolongedexposure.If immediate erection of steel is not possible,it mesi be protected from exposure lo atmospheric and/orenvironmentalconditionsthatmaybedetrimentaltoprimerperformance.These conditions would include,bin not be limited to..prolonged exposure to ultra-violetlightresultinginpossiblefadingandorspottingorstandingwaterresultinginsperfing,peeling,or localized surfac¢Oxidation.Gray Primer in parlicular will showrustspots/streaks due to imperfections in the application process and the properties associated wit|1 Gray Primers.Primer touch-up due to transit abrasions and/orscratchingduringloadingandunloadinganderectionistobeexpected.Rusting or abnisions on structural members is not subject to customer rejection or claim (brtouchup.Additional guidelines can be found in the MBMA Commentary,the AISC Code of Standard Praclice and Star's Standard Specifications.
Note:Standard Minimum shop cut panel lengths are 4'-0.(8'-0 for IMP's)Panels shorter than this will require field cutting.If field cutting is unacceptable,send toEstimatingforspecialshortpanelcutchargesasrequired.
Note:Tarping is recommended for all loads that travel through or to areas that make use of road salt during winter or wintry weather conditions.
Note:Eave Struts,Endrafters and Header members are not designed to sustain transverse wind or seismic loading from masonry/other construction.
Note:Seamer rentals and freight are included in pricing for one month (4 weeks).After one month.Electronic seamer rcRtal fees are as foffows:$40 Daily,$180 Weeklyand$700 Monthly per seamer.After one month,Hand crimper rental fees are as follows:$30 Weekly and $95 Monthly per crimper.Lead time;typically two (2)weeks on a first come first serve basis.The rental clock begins on the day of shipment and does not stop until the seamer equipment is back in the possession ofMBCI.Push Tool seamer rental (for seaming panel sidelaps in vertical applications)and freiglu is NOT included and you rmist calt and inquire with StatsEstimatingDept.regarding pricing.Star/MBCI paint,Galvalume Plus and optional weathertightness warranties will not cover damage caused by scamingequipmentnotsuppliedbyStar/MBCI and the use of such unauthorized seaming equiprnent may result in the warranties being void.
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Note:Star Building Systems provides a one-year material and workmanship guarantee on all components.
Note:The manufacturer will not guarantee any level of performance for air infiltration or air barrier performance.Furthermore,the manufacturer will not be responsible
for any Innierial or labor costs toquired to adliiëve atiÿ perforñiatice level of aff infibration foi any wall or roof assembly or whole-Iniílding testing.
Resolution:
Yes.to amend,all the signatories must sign.So if there is a holdout (or two),either
the existing agreement remains in force,or those that wish to do something
different can get out of the old agreement and enter into a new one more to their
liking.That new agreement would not include the entity that disagreed with the
change.
TAR golficationReport c
BUlLD\NG5YSTEMS.Lynden,WA98264
AN NCJ COMPANY
Section 1 -General
1.01 Work Included
Melal building systems,complete with structural Traming (Columns,rafters,struts,purlins,girts,bracing),and optional prefinished roofing,siding,roof and wallinsulation,building canopies,metal flashings,trim,gutters,dowitspouts,fasteners,mof and wall accessories and other components and material required for a completeilistallation,
1.02 Descriptions
Bulldinq A -350'x200'x16',Symmetrical
Clear Span gabled rigid frame with uniform or variable depth columns and rafters.
Building Label:A Roof Slope:3.0000/12-Sidewall A,3.0000/12-Sidewall C
Column Spacing at Exterior Walls:As shown on drawings and compatible with placement of openings and other requirements.
Eave Height:16'-0"lows ide
Measured vertically from top of eave strut at sidewall steelline to base of sidewall frame column.
Interior columns with Multi-Span structures will be recessed 5"below finished floor as standard,tempor above or below finished floor as specified.
Buildinq B -EWB Lean-to.Single Slope
Clear Span single slope rigid frame with uniform depth columns and uniform or variable depth rafters.
Building Label:B Roof Slope:0.0000/12-Sidewall B,3.0000/12-Sidewall D
Column Spacing at Exterior Walls:As shown on drawings and compatible with placement of openings and other requirements.
Eave Height:16'-0"lowside
Measured vertically from top of eave strut at sidewall steelline to base of sidewall frame column.
Interior columns with Multi-Span structures will be recessed 5"below finished floor as standard,tempor above or below finished floor as specified.
Building C -EWD Lean-to,Single Slope
Clear Span single slope rigid frame with uniform depth columns and uniform or variable depth rafters.
Building Label:C Roof Slope:3.0000/12-Sidewall B,0.0000/12-Sidewall D
Column Spacing at Exterior Walls:As shown on drawings and compatible with placement of openings and other requirements.
Eave Height:16'-0"lowside
Measured vertically from top of eave strut at sidewall steelline to base of sidewall frame column.
Interior columns with Multi-Span structures will be recessed 5"below finished floor as standard,tempor above or below finished floor as specified.
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Section 1 -General Continued...
1.03 Quality Assurance
Codes and Standards
Use the following where applicable in building design:
AWS D1.1 "Structural Welding Code-Steel."
MBMA "Metal Building Systems Manual,"Current Edition.AISI "North American Specification for itte Design of Cold-Formed Steel Stmetural Mernbers."Current Edition.AISC "Sleel Construction Manual"and "Specification for Structural Stee1Buíldings Current Edition."SJI "Standard Specifications and Load Tables and Weight Tables forSicel loiBLE BIKÏ JOißt Girdet3."SDI "Diapragm Design Manual"and "Design Manual for Composite Decks,Form Decks and Roof Decks -No.31."
Use the following where applicable in other phases of design:
-Building Code and regulations of other governing authorities having jurisdiction at project site.
-Federal (Fed.Spec.),Military (MIL)and Commercial (CS)Standards and Specifications,as referenced herein.
-American Society for Testing and Materials (ASTM),Standards as referenced herein.
Ratings By
Underwriters'Laboratories,Inc.UL 580
Factory Mutual Research.Class 1 Roof FMRC Standard #4471
Design Criteria
Project Use Category Agricultural Jobsite Address 1202 Douglas Munro BlvdBuildingCode2015IBCCteElum,WA,98922
County Kittitas
Live/Wind
Live Load 20.000 psf Wind Category N/ATrib.Area Reduction Allowed Yes Miles From Coastline NIAWindExposureExposureCRainIntensity4.0000 in/hrHurricaneCoastlineNo
Snow
und Snow Load 115.000 psf Snow Exposure Partially ExposedMinRoofSnowLoad110.000 psf Rain Load N/AThermalConditionsN/A Elevation Above Sea Level N/A
Seismic
Spectral Response(Ss)67.00 %%of Snow Load for Seismic NormalSpectralResponse(Sh)N/A Seismic Zone NIASpectralResponse(S1)27.00 %Near Source Factor N!ASpectralResponse(S2)NIA Design Seismic for Schools NIAAcceleratedCoefficient(Aa)NIA Soil Type (D)Stiff SoilVelocityCoefficient(Av)NIA Site Class/Soil Type (D)Stiff Soil
Collaterals
Building UL Classification Celling Load Other lond Ceiline TvveA-350'x200'x16'None 0.000 psf 5.000 psf Acoustical/Other
B -EWB Lean-to None 0.000 psf 0.500 psf Acoustical/Other
C -EWD Lean-to None 0.000 psf 0.500 psf Acoustical/Other
Cranes
Deflection Criteria
Building A -350'x200'x16'
Roof Purlins Roof Rafters
Live Lí150 Code Limit Live L/180 Code LimitSnowL/180 Code Limit Snow L/180 Code LimitWindL/180 Code Limit Wind L/180 Code LimitTotalGravityL/120 Code Limit Total Gravity L/120 Code LimitTotalUpliftNIATotalUpliftN/A
Frame Sidesway
Girts LI90 Code Limit Total Gravity HI60 Code LimitEndwallColumnsL/120 Code Limit Total Lateral HI60 Code Limit
Crane Load HI100 Code Limit
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Section 1 -General Continued...
LO3 Oualitv Assurance Counduued.,
Deflection Criteria Continued..
Building B -EWB Lenn-to
Roof Purlins Roof Rafters
Live L/150 Code Limit Live LI180 Code LimitSnowL/180 Code Limit Snow L/180 Code LimitWindL/180 Code Limit Wind LI180 Code LimitTotalGravityL/120 Code Limit Total Gravity L/120 Code LimitTotalUpliftN/A Total Uplift N/A
Frame Sideswav
Girts L/90 Code Limit Total Gravity HI60 Code LimitEndwallColumnsL/120 Code Limit Total Lateral HI60 Code Limit
Crane Load H/100 Code Limit
Building C-EWD Lean-to
Roof Purlins Roof Rafters
Live L/150 Code Limit Live L/180 Code LimitSnowL/180 Code Limit Snow L/180 Code LimitWindL/180 Code Limit Wind L/180 Code LimitTotalGravityL/120 Code Limit Total Gravity L/120 Code LimitTotalUpliftN/A Total Uplift N/A
Frame Sidesway
Girts Ll90 Code Limit Total Gravity HI60 Code LimitEndwallColumnsL/120 Code Limit Total Lateral HI60 Code LimitCraneLoadHI100CodeLimit
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Section 1 -General Continued...
1.03 Quality Assurance Countinued...
Load Combinations
As required per the Building Code specified.Minimum Load Combinations Considered:
a.DL +LL
b.DL +SNOW
c.DL +A
d.DL +WL
e.DL +EQ
f.DL ÷ SNOW +A
g.DL +SNOW +EQ
h.DL +1/2 WL +A
i.DL+1/2EQ+A
j.DL +SNOW +1/2 WL
k.DL +1/2 SNOW +WL
DD Roof Dead Load
LL Roof Live Load
SNOW Roof Snow Load
WL Lateral primary wind load
EQ Lateral seismic load
A Auxilianj load
Exceptions:
1)Crane hook loads need not be combined with roof live loads or with more than three-fourths of the snow load or one-half of the wind load.
2)Flat roof snow loads of 30 PSF or less need not be combined with seismic loads.Where flat roof snow loads exceed 30 PSF,20 percent shall be combined withseismicloads.
1.04 Submittals
General
To comply with general conditions.
Shop Drawings and Calculations
Design Calculations and Ereclion Drawings,Prepared by,or under direct supervision of,a Registered Professional Engineer,licensed to practice in the State ofWAnittialldrawingsandcatenlationsbearingengineer's seal.
Each type of s1tueturtil building finme regilited and Iheir locations withili SImetiire shall be shown;detai‡s of ancher rod settings;sidewall,endwell and roof framing;diagonal bracittg und location williin stnicture;inetal floor deck alid joist types;wall and roof insulation and types;longiltldinal and Irailsverse cross sections;details ofcurbs,roof jacks,and items penetrating roof;canopy framing alid dertills;trim,guiters,downspou18,litter panels,wall and roof coverings,and all accessory ilems;materials;fmishes;construction and installation details;and other pertinent information required for proper and complete fabrication,assembly siid erection ofwatertightmetalbuildingsystem.
1 05 Product HandHn Oc)ivery,and Storage
Deliver and store prefabricated components,sheets,panels,and other manufactured items so they will not be damaged or deformed.
Stack materials on platforms or pallets above grade or on concrete slab,covered with opaque tarpaulins or other approved weather-resistant ventilated covering.
Store metal sheets and panels if subjected to water accumulation in such a manner so they will drain freely.Do not store sheets and panels in contact with othermaterialswhichmightcausestaining.
Inspect panels for quality.Damaged material must be reported to determine if replacement is required.
Prevent moisture between panels,and secure as required.
1.06 Warranties
Ali Components:
Manufacturer's standard one (1)year material and workmanship warranty.
Roof Panels:
Manufacturer's Standard:Finish warranty.
Wall Panels:
Manufacturer's Standard:Finish warranty.
Roof and wall panels with siliconized polyester finish:StarGuard warranty.
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Section 2 -Products and Fabrication
2.01 Stmetiiral Steel
Materials:
Structural Plate or Bar Stock:Minimum yield strength (Fy)of 50,000 psi.Cold Formed Structural Steel:Minimum yield strength (Fy)of 50.000 psi.
Primary Structural Bolts:ASTM A325 and A490;Size and quantity required by metal building system Manufacturer.All uncoated structural steel shall be cleaned of all foreign matter and loose scale in accordance with SSPC-SP2 and given a one mil coat of Star Building Systems'standard dark gray primer.Primer shall meet the perforniance cliaracteristics of Federal Specification SSPC Paint 15.This conting is intended to provide temporaryprotectionforeliveryanderectionandisnotintendedort¢posented as a finish coat.
All secondary structural nframing coil stock shall be prepainted with 0.5 mil minimum dry film thickness of Star Building Systems'standard dark gray primer.ThiscoatingprocessmeetsorexceedstheperformancecharacteristicsoffederalSpecificationSSPCPaint15.This conting is iñtended to provide temporary protectionofordeliveryanderectionandisnotintendedorrepresentedasafinishcoat.
Fabrication:
Primary Framing:Rigid frames of shop-welded steel plate columns and rafters,both tapered and uniform depth sections as required by drawing,complete with allnecessarystiffeners,connection plates and holes for field-bolted assembly.
Columns and Rafters:Fabricated with holes in web and/or flanges for attachment of secondary members.
Splice Plates:Factory fabricated for precision for all rafter-to-rafter and/or column-to-rafter connections,complete with connection bolt holes.Base Plates,Cap Plates,Splice Plates and Stiffeners:Fabricate to sizes required,complete with all holes for connection of primary and secondary structural members.Factory weld into place.
Join flanges and webs of structural members fabricated of plate or bar stock together by continuous automatic submerged are welding process with all weldingperformedbycertifiedweldersinaccordancewithstandardpracticesofAWSDl.I.
Make all primary rigid frame field-bolted connections with A325 high-strength bolts of size required by building system Manufacturer.Clean all components of oil,dirt,loose scale,and foreign matters.Factory paint with one (1)coat of Manufacturer's standard shop coat.
Endwall Framing:
Precision hot rolled,and/or shop-welded steel plate members consisting ofraffers and columns fabricated for field-bolted assembly.
Columns,Rafters,Splice Plates,Clips,Angles and Channels:Factory fabricate to size required.
Plate Stock Endwall Framing Members:Join flanges and webs by continuous automatic submerged arc welding process,by welders certified in accordance withstandardpracticesofAWSD1.1
Clean Components of oil,dirt,loose scale and foreign matter,per SSPC-SP2,and apply one (I)coat of Manufacturer's standard shop coat.Secondary Framing,(Purlins,Girts,Struts,Flange Braces,Base Angles,as required):Purlins
Manufacturer's standard 12'-0"Z -Exterior secilons,roll formed from minimum (Fy)55,000 p.ä steel,puneliedManufacturer's standard 12'-0"Z -Flush sections,roll formed from minimum (Fy)55,000 psi steel,punched
Girts
8'-0"Z -Exterior or channel sections of roll formed Fy 55,000 psi sleel,punched for attacliment with 0.50"diameler bolts.10'-0"Z -Flush or channel sections of roll formed Fy 55,000 psi steel,punched for aitachment with 0.50"diameter bolts.10'-0"Z -Exterior or channel sections of roll formed Fy 55,000 psi steel,punched for attachment with 0.50"diameter bolts.
Eave Struts
12.00"C -Exterior or channel sections of roll formed Fy 55000.000 psf steel,punched for attachment with 0.50"diameter bolts.12.00"C -Flush or channel sections of roll formed Fy 55000.000 psf steel,punched for attachment with 0.50"diameter bolts.
Roof Struts
12.00"x 3.25"sections of cold formed minimum Fy 55000.000 psf steel,with vertical web to receive sidewall panels and four (4)0.50"diameter bolt attachments torigidframeinfactory-punched holes in column or bracket
L2.0û"X 3.25"sections of cold formed tilinimum Fy 55000.000 psf steel,with vertical web to receive sidewall panels and four (4)0.50"diameter bolt attachments torigidframeinfactory-punched holes in colurun or bracket.
Flange Bracing
Provide as required,detailed and shown on final sliop drawings,as required by design analysis,with attachment to top flange or rigid frame rafters by two (2)0.50"minirnum size diameter bohs at each end of strut.Fisuge Braces:Steel angles attached to purlin or girt,to stiffen rigid frame flanges as dictated by design and notedonfinalshopdrawings.
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Section 2 -Products and Fabrication Continued.,.
2.02 Rooling and Siding
Roof Panels:
SuperLok
SuperLok shall be roll-formed 16.0"wide with a 2.0"deep straight rib at each edge.One edge rib shall have a "male"flange at its top and the other edge rib shallhavea"female"flange.This design allows a friction interlock of "male/female"ribs on adjacent panels.At end laps the end of the overlapping panel shall be factoryswagedtoallownestingwiththebottompanel.
Interlocking straight ribs at side laps shall be field criniped togetlier by the use of an elec1rie seaming tool ob1ained from Star Building Systems.Factory applied
scalant shall be provided in the overlapping "female"Bunge to assure weathertightness of the continuously crimped joint.Concealed clips,which are crimped into thepanelsidelaps,shall be famished by Ceco to fasten pancis to structural members.
Each panel shall provide 16.0"coverage.Panel gauge is 24 standard with 26 and 22 gauge as an option.Surface texture of panel may be specified as smooth or
embossed.Finish may be specified as either Galvalume Plus or painted.Refer to color charts for Standard and Premium paint colors available.
*Note -Underwriters Laboratories Approval:SuperLok panels carry a Class 4 UL-2218 rating under impact resistance,Class A UL-263 fire rating,and
Class 90 UL-580 uplift resistance rating.
*Note -Factory Mutual Approval:SuperLok panels carry a Class 1-SH ilail damage rating,Class A ASTM E108 fire rating,and Class 1-90 FM windstormrating.
Wall Panels;
Roof Panel Finishes:
Manufacturer's standard 0.5 oz.per sq.ft Galvalume Plus alloy-coating with manufacturer's standard polyester finish.
Wall Panel Finishes:
Manufacturer's standard 0.5 oz.per sq.It galvalume plus alloy-coating (0.55 oz.per sq.ft.unpainted)with manufacturer's standard color siliconized polyester finish.
Fasteners
Wall Panels:
Manufacturer's standard long-life coated #12-x 14 x 0.875"self-drilling carbon steel screws for liner panels and/or exterior single skin wall panels and #12-14 x 1.25"self-drilling carbon steel screws for exterior single skin wall panels utilizing blanket insulation up to 4.0"thick.Manufacturer's standard #14 x 1.75"stainless steelself-tapping screws for factory insulated panels.All exposed fastener heads will be factory colored to match color of panels.
Exposed Fasteners for Eave,End Splice,Ridge Cover and Flashings:Manufacture/s standard #12-14 x 1.25"self-drilling screw with sealing washer.Cap head and
washer with 0.008"thick type 302 stainless steel caps or zinc/aluminum alloy head.Painted or unpainted.
Trim Fasteners:
Manufacturer's standard plated and finish painted #8 x 0.625"self-drilling screws with 0.25"hex washer head.
Sealant:
N/A
2.03 Wind Bracing
Commercial Grade steel rod bracing,zine coated steel wire strand or portal frames located as determined by Manufacturer on the finalshop drawings.
Steel Rod Bracing:Provide complete with necessary slope washers,flat washers and adjusting nuts at each end.Wire Strand Bracing:Provide complete with necessary hardware.
All bracing components except wire strand to receive one shop coat of paint.
2.04 Wall and Roof Insuladen
Wall and Roof Fiberglass insulation
Manufacturer's standard noncombustible fiberglass blanket insulation with vapor retarder.Unless shown otherwise on drawings the following Thickness and R Factorswillbeused.
En11ding Elevadon Facine Thickneas R ValueN/A
Provide insulation and facing (as a composite material )carrying UL fire hazard (UL 723)rating indicating a flame spread rating of 25 or less;or FM classification as
Class 1 material when rating is applied to each individual component if field assembled,or to composite unit if supplied factory assembled.
2.05 Accessories
Gutters
N/A
Dmynspouts
Downspouts shall be located according to design requirements as specified.
Downspouts siml]be field attacited to the gutter.Downspouts shall be attaclied to die wall panel using 26-gauge pre-galvartized factory-colored steel straps on 10.0"
centers.A 75-degree elbow sha11 f>e provided al the base of all downspoltts to direct the water flow away from the budding wllere required.
Finish:Manufacturer's standard siliconized polyester system finish or ful170 percent polyvinylidene fluoride (Kynar)finish in color.
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Section 2 -Products and Fabrication Continued.
2.05 Accessories Countinued..
Slide Doors
Sliding doors (for single-skin ribbed wali panels only)shall be single and/or double sliding doors constructed of cold-formed structural steel sheeted panel with amaximumopeningof24.00"wide x 20.0û"height.
Door systems shall be provided with all tracks,trolleys,covering,trim,flashing,closures,locks,astragal plates and base guides necessary for field assembly of thedoorsystem.
Sliding door sections shall be suspended by four-wheeled trolleys at each end sliding inside a track mounted on the exterior wall.Any structural exposed when door is closed shall be pre-galvanized steel fastened with plated fasteners.The jambs and header of the door opening shall be painted onecoatofredoxideshopcoat.
Section 3 -Execution
3.01 Erection
General:
Erection shall be accomplished by a trained,competent erector having experience in erecting metal buildings.
Install all metal building system components in strict compliance with Manufacturer's instructions shown on final shop drawings.Handle and store all materials to avoid damage and replace any damaged materials.
Erector shall observe aiid follow recominendations of the Metal Building Manufacturers Association (MBMA),the American Institute of Steel Construction (AISC),and the Occupational Safety and Health Administration (OSHA)practices,procedures and safety standards where.applicable.
Do not field cut or alter structural members without approval from Manufacturer.
Structural Frames:
Erect true to line,level and plumb,brace and secure with temporary bracing in all directions as required.
Level base plates and secure to anchor rods to level plane with full bearing to foundation suppolting structures.
Bracing:
Install all permanent diagonal rod or angle bracing in roof and sidewalls as approved by Manufacturer.
Properly tighten rods to avoid excessive sag.
Roofing and Siding Panels:
Install roof and canopy panels in such a manner to permit drainage to eaves of building,with panel ends square to eave.Install wall panels with vertical edges plumb.
Arrange and nest sidelap joints away from prevailing winds when possible.
Apply panels and associated items for neat and weathertight enclosure.
Avoid "panel creep"or application not true to grid lines.
Protect factory finishes from mechanical damage or abrasions.
Install approved type closures to exclude weather.
Install weather seal under ridge cap.Flash and seal roof panels at eave,gable and perimeter of all openings through roof and elsewhere as required or shown ondrawings.
Flash and/or seul wall and liner panels at perimeter of all openings,under eaves and gable trims,along lower panel edges,and elsewhere as required or shown ondrawings,as applicable.
Remove all fastener or cut shavings from roof and wall as erection is completed.
Standing Seam Roof Panels:
Install pancis with positive interlock between installation clips and standing seams in such a manner that will allow panels to support erection loads prior to closing ofseamswiuiseamer.
Install concealed pariel clips (of sliding design to allow lbr expansion and contraclion inovement of partels)over top of roofing insulation along each standing seam atlocationandspacingdeierminedbymetalbuildingManufacturerandshownornhoManufa¢ttirefs drawings.
Whore panel end splices occur,nest panels with end laps according to Manutocturer's instructions and install interlocking clamping plates and sealant.Make spliceindependentefstruciutetoallowforfreeexpansionandcon1ractionmovemeniofpunclswillioutsilessonsplice.
Crimp standing seams with approved type motorized seamer tool to assure complete sealant engagement and to assure structural integrity of panel-to-panel andpanel-to-clip connections.
Use fasteners penetrating mof panel olily at caves and end spiices (when required).At these conditions,use fasteners in conjunction with clamping plates (withfactory-punched holes to assure correct fastener placement)and approved type butyl scalant to assure positive watertight seals.
Install ridge cover units of approved expansion joint design to accommodate expansion and contraction movement of roof panels without ponding at end splices.Coordinate installation of accessories and items to be mounted on metal roofing.
Maintain proper panel coverage according to Manufacturer's instructions and drawings.
Wall Panels:
Install wall panels on exterior side of metal framing with liner panels installed on building interior in locations shown on drawings.Align bottoms of panels to proper coverage and fasten with Manufacturer's recommended and supplied fasteners.
Cut and fasten flashing and trims with approved type fasteners.
Install all fasteners with power tool having adequate torque and proper r.p.m.adjusted to seat fastener without damage to heads,washers or panels.Install panel sidelap away from prevailing wind or view direction when possible,maintaining proper lap without fastener dimpling or excessive overlap.
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Section 3 -Execution Continued...
3.01 Erection Countinued...
Accessories:
Install gutters,downspouts,flashings,trim,ridge covers,roof curbs,pipe flashings,closure strips,roof jacks,and other accessories and sheet metal items in accordancewithManufacturer's recommendations for positive attachment to building and provide a weathertight mounting.
3.02 Paintine
Touch-up all abrasions,scratches,field welds or other damages in shop-coat or factory-finished painted surfaces consistent with shop coat,or factory-finished painting.
Provide finish coats which are compatible with metal building Manufacturer's shop coat paints if required.
If finish coat is not compatible with shop coat provide approved barrier coats over incompatible shop coats.All finish coats by others should be solvent base orapprovedbyStarBuildingSystems'.
3.03 Tolerances
All framing members shall be erected plumb,level or aligned not to exceed a deviation 1:500 (1:1000 for Canadian Projects).
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Page 9 of
Section 4 -Credentials
4.0 Star Building Systeltu Credeniials
<View Credentials Here>
Association Memberships:
Metal Building Manufacturers Association-Member
American Institute of Steel Construction-Associate Member
Registered Professical Engineers:
Registered in all 50 states
Professional Associatiori Memberships by Manufacturer's Engineers:National Society of Professional EtigineersOklallomaSocietyofProfessionalEngineera
Anierican Society of Civil Engineers
Anletican Welding Socicly
Oklahoma Structural Engineers Association
Internacionul Code Council (ICC)
American Society for Testing and Materials (ASTM)American Society of Heating,Refrigeration,and Air-conditioning Engineers (ASHRAE)National Roofing Contractors Association
Metal Roofing Systems Association
Accreditation:
ICC,International Accreditation Service,Inc.
Approved for Steel Fabricatiott under Section 1704.2.2 of2003 and 2006 IBC and Section 1701.7 of 1997 UBCIASFabricatorInspectionProgram,FA-175,Monticello,IA Plant
IAS Fabricator Inspection Program,FA-277,Atwater,CA Plant
IAS Fabricator Inspection Prograrn,FA407,Elliabethton,TN Plant
Canadian Welding Bureau
W47.I.Division 1 Certification of Monticello,IA <View Certificate>,Atwater,CA,and Elizabethton,TN Plants:Monticeno,IA Plant,CSA A660 Certificate
Atwater,CA Plant,CSA A660 CertificateELIcertification
Underwriters Laboratories,Inc.Uplift Classified Roof Panels
Construction No.59,59A,&144 -PBR Roof Panels
Construction No.165 -StarShield Standing Seam Roof Panels
U.S.Army Corps of Engineers
StarShield Roof Panel approved per CEGS 074160 test specification
State Approvals:
State of Indiana
Master Plan approval -Star building types:STR,STB,SRLO,SRHI,SMS,SMT,SSB,and SWE approved
Local Approvals:
Los Angeles,CA
Atwater,CA Plant,approved fabricator of High Strength Steel
Riverside,CA
Atwater,CA Plant,approved type 1 fabricator
Dade County,Florida
StarShield Roof Approval,Acceptance No.01.0711.01
Las Vegas,NV
Atwater,CA Plant,approved fabricator of Metal Buildings
Clark County,NV
Atwater,CA Plant,approved fabricator of Metal Buildings
Elizabethton,TN Plant,approved fabricator of Metal Buildings
Houston,TX
Monticello.IA Plant,approved as Metal Building Fabricator -Registration No.3768EUzubethian,TN Plant,nppioved as Metal thiffding Fabricalor -Registration No.376C
Seattle,WA
Atwater,CA Plant,approved fabricator of Metal Buildings
Factory Mutual Approvals:
StarShield Standing Seam Roof System approved per FM Standard 4471
Product Credentials:
PBR Wall Panel
Air infi[tration:Tested per ASTM E283 with no leakage.
Water Pene1ration:Tested per ASTM E331 with no water penetration.
Double-Lok Roof Panel
Air Infiltration:Tested per ASTM E1680 with no leakage.Water Penetration:Tested per ASTM E1646 with no water penetration.
Washington State Horse Park Exhibit VIBudgetforcoveredArenaandAssociatedBuildoutProjectPhases5-5-18
Phase 1 Phase 2 Project
Covered Arena Assoc.Buildout TotalFundingSources
County Lodging Tax Funds Request (pending)$1,500,000
WA State 2017-19 Capital Budget (awarded January 2018)$2,000,000DistressedSalesandUseTax(.09)Funding Grant (secured)$60,000"Unbridled Evening"/Other Private Donor Designated Capital Funding $200,000CorporateSponsorshipcampaign$100,000In-Kind (design,engineering,construction services and materials)$140,000
Phase 1 Funding -In Hand $4,000,000DistressedSalesandUseTax(.09)Funding Grant (proposed 2019)$250,000StateRecreationandConservationOffice(RCO)Grant (application 2020)$500,000CityofCleElumLodgingTaxFunding(proposed)
$30,000In-Kind (design,engineering,construction services and materials)$20,000"Unbridled Evening"/Other Private Donor Designated Capital Funding $115,000CorporateSponsorshipCampaign
$25,000Phase2Funding
$940,000
Total Project Funding $4,000,000 $940,000 $4,940,000
Project Expenses
Site Preparation and drainage $65,000Metalbuilding($32.78/sf x 60,000 sf)$1,966,500Porchatgableends($27.56/sf x 9,600 sf)$264,500
Foundations
$197,500Mechanical
$37,450
Electrical and engineering $267,500
Fencing $53,500
Translucent panels (skylight)$250,000
Arena footing $200,000
Relocation of maintenance area (utilities,site development)$70,000
Phase 1 Arena Contruction $3,371,950
Real Property -Acquisition of 8-acre parcel from Suncadia for parking $150,000Landscaping
$40,000Portablebleachers
$60,000Weatherscreens
$55,000RestroomS
$200,000Additionalparkingland-clearing and construction $75,000Relocationofmaintenancearea(fencing,shed))$86,000
Phase 2 Associated Buildout
$666,000Contingency(5%)$168,598 $33,300
WSST (8%)$283,244 $55,944
3%Administrative Cost on $2.0MM state funding $60,000 $-
Project Management $60,000 $40,000PermitFees$15,000 $-Architectural and Structural Design Fees $30,000 $20,000
Total Soft Costs $616,841 $60,000TotalCosts$3,988,791 $726,000 $4,714,791ProjectedFundingAdequacy$11,209 $214,000 $225,209