HomeMy WebLinkAboutEarthstone Construction 2010-05-07 � � CJRIGINAL
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SHORT FORM CONSTRUCTION CONTRACT
This Agreement is made and entered on �'y � , 20�, in Ukiah,
California, by and between Earthstone Construction, a corporation
( "Contractor" ) and the City of Ukiah ( "City" ) , a general law municipal
corporation.
RECITALS :
l . The plans and specifications for this work ( "the Work" ) are
contained in Exhibit A, which is attached hereto and incorporated
herein by this reference .
2 . Contractor is properly licensed and qualified to perform
the work.
3 . Whenever this Agreement calls for City approval or
notification, the approval or notification must be signed by its
City Manager, or his or her designee .
AGREEMENT:
Wherefore, in consideration of the foregoing facts and the terms
and conditions as further stated herein, the parties hereby agree
as follows .
l. PERFORMANCE OF THE WORK
Contractor will perform the Work as further provided herein.
l. l Time of Performance. Contractor shall complete the Work by
no later than June 18 , 2010 . [Further instructions or N/A]
l . l . l . �check if applicable] It. 1S agreed rJy t�le parties t0
the contract that time is of the essence and that , in case all the
work is not completed before or upon the expiration of the time limit
as set forth, damage, other than those cost items identified in
section 1 . 1 . 2 , will be sustained by the City and that it is and will
be impracticable to determine the actual amount of damage by reason
of such delay; and it is therefore agreed that , subject to Sections
1 . 13-1 . 14 , below, the Contractor will pay to the City the sum of
five hundred dollars ($500 . 00) per day for each and every calendar
day' s delay beyond the time prescribed.
1 . 1 . 2 � [check if applicable] In case the work called fOY� under
this contract is not completed withinthe time limit stipulated herein,
the City shall have the right as provided hereinabove, to extend
the time of completion thereof . If the time limit be so extended,
the Cit.y shall have the right to charge to the Contractor and to
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deduct from the final payment for the work the actual cost to the
City of engineering, inspection, superintendence and other overhead
expenses which are directly chargeable to the contract and which
accrue during the period of such extension, except that the cost
of final unavoidable delays shall not be included in such charges .
1.2 Construction of Contract Documents. Contractor will perform
the Work in compliance with the plans and specifications set forth
in the attached Exhibit A. If there is any inconsistency or conflict
between the plans and the specifications, the specifications will
prevail . If there is any inconsistency between the plans and the
specifications and this agreement, the terms of this Agreement shall
prevail , unless expressly stated otherwise in a particular
specification.
1.3 Contractor furnished items. Contractor will furnish all
necessary labor, materials, tools, equipment, and transportation
necessary to perform the Work.
1.4 Use of Employees.
1 . 4 . 1 . Contractor shall pay all mechanics and laborers
employed or working upon the site of the work unconditionally and
without subsequent deductions or rebate on any account the full amounts
due at the time of payment at wage rates not less than those contained
in the applicable prevailing wage determination, regardless of any
contractual relationship which may be alleged to exist between the
Contractor and subcontractors and such laborers and mechanics .
1 .4 . 2 . Contractor shall comply with the California
Labor Code Section 1775 . In accordance with said Section 1775,
Contractor shall forfeit as a penalty to the City, $50 . 00 for each
calendar day or portion thereof, for each workman paid less than the
stipulated prevailing rates for such work or craft in which such
workman is employed for any work done under the Contract by him or
her or by any subcontractor under him or her in violation of the
provisions of the Labor Code and in particular, Labor Code Sections
1770 to 1780, inclusive . In addition to said penalty and pursuant
to Section 1775, the difference between such stipulated prevailing
wage rates and the amount paid to each workman for each calendar day
or portion thereof for which each workman was paid less than the
stipulated prevailing wage rate shall be paid to each workman by the
Contractor.
1 . 4 . 3 . Pursuant to the provision of Section 1770 of the
Labor Code of the State of California, City has ascertained the general
prevailing rate of wages (which rate includes employer payments for
health and welfare, vacation, pension and similar purposes) applicable
to the work to be done, for straight time work. The holiday wage rate
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listed shall be applicable to all holidays recognized in the collective
bargaining agreement of the particular craft, classification, or type
of workers concerned. Copies of the General Prevailing Wage
Determination are on file in the office of the City Engineer and are
available to the Contractor on request . The Contractor shall post
the wage determination at the site of work in a prominent place where
the workers can easily see it .
1 . 4 .4 . City will not recognize any claim for additional
compensation because the Contractor has paid any rate in excess of
the prevailing wage rate obtained from the City Engineer. The
possibility of wage increases is one of the elements to be considered
by the Contractor in determining his or her bid and will not in any
circumstances be considered as the basis for a claim against the City.
1 .4 . 5 . Travel and Subsistence Payments .
Contractor shall make travel and subsistence payments to
each worker needed to execute the work in accordance with the
requirements in Section 1773 . 8 of the Labor Code (Chapter 880, Statutes
of 1968) .
1 . 4 . 6 . Apprentices .
Attention is directed to the provisions in Sections 1777 . 5
(Chapter 1411, Statutes of 1968) and 1777 . 6 of the California Labor
Code concerning the employment of apprentices by the Contractor or
any subcontractor under him. Contractor and any subcontractor under
him or her shall comply with the requirements of said sections in
the employment of apprentices .
Information relative to apprenticeship standards, wage
schedules and other requirements may be obtained from the Director
of Industrial Relations, ex officio the Administrator of
Apprenticeship, San Francisco, California, or from the Division of
Apprenticeship Standards and its branch offices .
Copies of Labor Code Sections 1771 (requiring prevailing wages) , 1775
(imposing penalties, including a $50 per day, per worker forfeiture,
for failure to pay prevailing wages) , 1776 (requiring contractor to
maintain available for inspection certified payroll records) , 1777 . 5
(requiring certain apprenticeship programs) , 1813 (imposing penalties
for failure to make records available for inspection) and 1815
(requiring time and ;� for overtime) are attached to this Contract
as Exhibit B.
1. 5 CITY Inspector. CITY may designate an architect, engineer,
other design professional or other inspector ( "Inspector" ) to
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supervise and/or inspect Contractor' s performance of the Work. The
Inspector shall have no authority to change the Work, the compensation
for performing the Work or the time for completing the Work without
City' s prior written approval . City shall notify the Contractor in
writing, if it designates an Inspector.
1. 6 Site Conditions. Contractor acknowledges that it has
inspected the work site and any improvements involving the Work and
satisfied itself as to the conditions which can affect the Work or
its cost . Contractor has not relied on any representation by CITY
or its officers or employees as to the condition of the site or the
houses or any condition that might affect the cost of performing this
Agreement .
1.7 New Products Required. All equipment, materials or fixtures
furnished by Contractor under this Agreement shall be new and of the
most suitable grade for the intended purpose, unless otherwise
specifically provided.
1. 8 Compliance with Laws. The Contractor shall give all notices
and comply with all applicable laws, ordinances, codes, rules and
regulations . The Contractor shall secure and pay for all permits,
fees, and licenses necessary for the proper execution and completion
of the work.
1. 9 Protection of Site and Improvements. The Contractor shall
preserve and protect the site, grounds and any involved improvements
and shall not alter or damage any portion thereof, except as is
absolutely necessary in order to perform the Work. The Contractor
shall repair or replace, as directed by CITY, any property that it
damages, looses or destroys in violation of this paragraph. Contractor
shall assume full responsibility for maintaining the safety of the
worksite in compliance with all applicable state and federal worker
safety and protection laws and shall maintain the worksite in
compliance with all such laws .
1. 10 Inspection of Work. The Contractor shall ensure that the
Work is available for inspection by CITY or its Inspector at all
reasonable times and that no work is covered up or rendered incapable
of inspection without prior notice to CITY or its Inspector and a
reasonable opportunity for inspection. The presence or absence of
an CITY inspector or the conduct of an inspection by CITY or its
Inspector shall not relieve the Contractor from any contract
requirement or compliance with Exhibit A.
l. 11 Title. The Contractor warrants that it conveys full and
complete title, free of all liens and encumbrances, to all materials,
supplies, fixtures and equipment furnished to CITY under this
Agreement and agrees to fully defend and indemnify CITY, its officers
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and employees, and the houses and homebuyers included in the Work
from and against any claim, lien, charge, debt, cost, expense or
liability arising from a breach of said warranty.
1 . 12 Warranties. In addition to any other warranties in this
contract, the Contractor warrants that the work conforms to the
contract requirements and is free of any defect in equipment, material
or workmanship for a period of one year from the date of final
acceptance of the Work by CITY. If CITY accepts any part of the Work
beforefinal acceptance of the entire Work, the warranty shall continue
for the period of one year from the date of such partial acceptance .
The Contractor shall remedy, at the Contractor' s expense, any failure
to conform, or any defect . [Initial if following sentence applies
/ / / /] CITY shall retain o of the Contract Amount to secure the
Contractor' s warranty and shall remit the unused portion of that amount
at the end of the warranty period. The time limit of this warranty
shall not apply to any latent defects, or gross negligence or fraud
on the part of the Contractor.
1 . 13 . Extension of Time.
Should any delays occur which the City may consider unavoidable, as
herein defined, the Contractor shall, pursuant to his or her
application, be allowed an extension of time proportional to said
delay or delays, beyond the time herein set forth, in which to complete
this contract; and liquidated damages for delay shall not be charged
against the Contractor by the City during an extension of time granted
because of unavoidable delay or delays .
Any claim by Contractor for a time extension based on unavoidable
delays shall be based on written notice delivered to the City within
15 days of the occurrence of the event giving rise to the claim. Failure
to file said written notice within the time specified shall constitute
a waiver of said claim. Notice of the full extent of the claim and
all supporting data must be delivered to the City within 45 days of
the occurrence unless the City specifies in writing a longer period.
All claims for a time extension must be approved by the City and
incorporated into a written change order.
1 . 14 . Unfavorable Weather and Other Conditions .
During unfavorable weather and other conditions, the Contractor shall
pursue only such portions of the work as shall not be damaged thereby.
No portions of the work whose satisfactory quality or efficiency will
be affected by any unfavorable conditions shall be constructed while
these conditions remain, unless, by special means or precautions
approved by the City, the Contractor shall be able to overcome them.
The Contractor shall be granted a time extension of one day for each
unfavorable weather day that prevents him or her from placing concrete
forms or placing and finishing concrete or asphalt concrete. Such
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unfavorable weather day is defined as a rain day where precipitation
prevents the contractor from performing the work more than four (4)
continuous hours within the authorized work period or a temperature
day where the ambient temperature is below that specified for the
placement of materials associated with the controlling work item for
more than four (4) continuous work hours of the authorized work period.
1. 15 . Saturday, Sunday, Holiday and Night Work.
No work shall be done between the hours of 6 p.m. and 7 a.m. , nor
on Saturdays, Sundays or legal holidays except such work as is
necessaryforthe propercare and protection of work already performed,
or except in cases of absolute necessity and in any case only with
the permission of the City.
It is understood, however, that night work may be established as a
regular procedure by the Contractor if he or she first obtains the
written permission of the City and that such permission may be revoked
at any time by the City if the Contractor fails to maintain at night
adequateforce and equipmentfor reasonable prosecution and tojustify
inspection of the work.
1. 16 . Hours of Labor.
Eight (8) hours of labor shall constitute a legal day' s work and the
Contractor or any subcontractor shall not require or permit more than
eight hours of labor in a day from any person employed by him or her
in the performance of the work under this contract, unless paying
compensation for all hours worked in excess of eight (8) hours per
day at not less than 1 1,� times the basic rate of pay. The Contractor
shall forfeit to the City, as a penalty, the sum of twenty-five dollars
($25 . 00) for each workman employed in the execution of the contract
by him or her or by any subcontractor, for each calendar day during
which such laborer, workman, or mechanic is required or permitted
to labor more than eight hours in violation of the provisions of Section
1810 to 1816 , inclusive, (Article 3 , Chapter l, Part 7, Division 2)
of the Labor Code of the State of California and any acts amendatory
thereof .
2 . CONTRACT PRICE
CITY shall pay the Contractor for performance of this Agreement
the total sum of $29, 342 . 00 .
3 . PAYMENT OF CONTRACT PRICE
3 . 1 The CITY shall pay Contractor 1 installment equal to
$20 , 000 . 00 no later than 10 working days after the receipt of the
play equipment, and 1 installment equal to $9, 342 . 00 no later than
30 calendar days after satisfactory completion of the Work. City
shall retain the remaining $ � [amount or N/A] in accordance
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with paragraph 1 . 12 . All payments under this contract shall be made
upon the presentation of certificates in writing from the City and
shall show that the work covered by the payments has been done and
the payments thereof are due in accordance with this contract .
3 . 2 City shall pay any invoice complying with Section 3 . 1 for
Work approved by City within thirty (30) days of its receipt by City.
4 . INDEMNIFICATION AND INSURANCE.
4 . 1 Indemnification. The Contractor shall do all of the work
and furnish all labor, materials, tools and appliances, except as
otherwise herein expressly stipulated, necessary or proper for
performing and completing the work herein required in the manner and
within the time herein specified. The mention of any specific duty
or liability imposed upon the Contractor shall not be construed as
a limitation or restriction of any general liability or duty imposed
upon the Contractor by this contract, said reference to any specific
duty or liability being made herein merely for the purpose of
explanation.
The right of general supervision by the City shall not make the
Contractor an agent of the City and the liability of the Contractor
for all damages to persons or to public or private property, arising
from the Contractor' s execution of the work, shall not be lessened
because of such general supervision.
Until the completion and final acceptance by the City of all the work
under and implied by this contract, the work shall be under the
Contractor' s responsible care and charge . The Contractor shall rebuild,
repair, restore and make good all injuries, damages, re-erections
and repairs, occasioned or rendered necessary by causes of any nature
whatsoever, excepting only acts of God and none other, to all or any
portions of the work, except as otherwise stipulated.
To the fullest extent permitted by law, Contractor shall indemnify
and hold harmless the City and its officers, directors, agents, and
employees from and against all claims, damages, losses and expenses
including but not limited to attorneys ' fees, costs of suit, expert
witness fees and expenses and fees and costs of any necessary private
investigators arising out of or resulting from the performance of
the work, provided that any such claim, damage, loss or expense (1)
is attributable to bodily injury, sickness, disease or death, or to
injury to or destruction of tangible property, other than the work
itself, including the loss of use resulting therefrom and (2) is caused
in whole or in part by any act or omission of the Contractor, any
subcontractor, or anyone directly or indirectly employed by any of
them, or anyone for whose acts any of them may be liable, regardless
of whether or not it is caused in part by a party indemnif ied hereunder,
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or by the negligence or omission of a party indemnified herein.
In any and all claims against the City or any of its agents or employees
by any employee of the Contractor, any subcontractor, anyone directly
or indirectly employed by any of them, or anyone for whose acts any
of them may be liable, the indemnification obligation shall not be
limited in any way by any limitation on the amount or type of damages,
compensation or benefits payable by or for the Contractor or any
subcontractor under workers ' or workmen' s compensation acts,
disability benefit acts, or other employee benefit acts . The
obligation to indemnify shall extend to and include acts of the
indemnified party which may be negligent or omissions which may cause
negligence .
The City shall have the right to estimate the amount of such damage
and to cause the City to pay the same and the amount so paid for such
damage shall be deducted from the money due the Contractor under this
contract; or the whole or so much of the money due or to become due
the Contractor under this contract as may be considered necessary
by the City, shall be retained by the City until such suits or claims
for damages shall have been settled or otherwise disposed of and
satisfactory evidence to that effect furnished to the City.
4 .2 Insurance. Contractor shall procure and maintain for the
duration of the contract insurance against claims for injuries to
persons or damages to property which may arise from or in connection
with the performance of the work hereunder by the Contractor, his
or her agents, representatives, employees or subcontractors .
4 .2 . 1. Minimum Scope of Insurance
Coverage shall be at least as broad as :
l . Insurance Services Office Commercial Liability
Coverage (occurrence form CG 0001) .
2 . Insurance Services Office form number CA 0001 (Ed.
1/87) covering Automobile Liability, code 1 (any auto) .
3 . Worker' s Compensation insurance as required by the
State of California and Employer' s Liability Insurance .
4 .2 .2 . Minimum Limits of Insurance
Contractor shall maintain limits no less than:
l . General LiabilitY: $1, 000 , 000 per occurrence for
bodily injury, personal injury, and property damage . If
Commercial General Liability Insurance or other form with
a general aggregate limit is used, either the general
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aggregate limit shall apply separately to this
project/location or the general aggregate limit shall be
twice the required occurrence limit .
2 . Automobile Liabilitv: $1, 000, 000 per accident
for bodily injury and property damage .
3 . Employer' s Liability: $1, 000, 000 per accident
for bodily injury and property damage .
4 .2 .3 . Deductibles and Self-insured Retentions
Any deductibles or self-insured retentions must be declared
to and approved by the City. At the option of the City,
either: the insurer shall reduce or eliminate such
deductibles or self-insured retentions as respects the City,
its officers, officials, employees and volunteers; or the
Contractor shall provide a financial guarantee
satisfactory to the City guaranteeing payment of losses
and related investigations, claim administration and
defense expenses .
4 .2 .4 . Other Insurance Provisions
The cleneral liability and automobile liabilitv policies
are to contain, or be endorsed to contain, the following
provisions :
1 . The City, its officers, officials, employees, and
volunteers are to be covered as insureds with respect to
liability arising out of automobiles owned, leased, hired
or borrowed by or on behalf of the contractor; and with
respect to liability arising out of work or operations
performed by or on behalf of the Contractor including
materials, parts or equipment furnished in connection with
such work or operations . General liability coverage can
be provided in the form of an endorsement to the Contractor' s
insurance, or as a separate owner' s policy.
2 . For any claims related to this project, the
Contractor' s insurance coverage shall be primary insurance
as respects the City, its officers, officials, employees,
volunteers . Any insurance or self-insurance maintained by
the City, its officers, officials, employees, or volunteers,
shall be excess of the Contractor' s insurance and shall
not contribute with it .
3 . Each insurance policy required by this clause shall
be endorsed to state that coverage shall not be canceled
by either party, except after thirty (30) days ' prior
written notice by certified mail, return receipt requested,
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has been given to the City.
4 .2 . 5 . Acceptability of Insurers
Insurance is to be placed with admitted California insurers
with an A.M. Best ' s rating of no less than A- for financial
strength, aa for long-term credit rating and AMB-1 for
short-term credit rating.
4 .2 . 6 . Verification of Coverage
Contractor shall furnish the City with original
certificates and amendatory endorsements effecting
coverage required by this clause . The endorsements shall
be on forms provided by the City or on other than the City' s
forms, provided those endorsements or policies conform to
the requirements . All certificates and endorsements are
to be received within 15 days from written notice of contract
award, and the work shall not commence until the
certificates and endorsements have been approved by the
City. The City reserves the right to require complete
certified copies of all required insurance policies,
including endorsements effecting the coverage required by
these Special Provisions at any time .
4 .2 .7 . Subcontractors
Contractor shall include all subcontractors as insureds
under its policies or shall furnish separate certificates
and endorsements for each subcontractor. All coverages for
subcontractors shall be subject to all of the requirements
stated herein.
5 . TERMINATION.
This Agreement may only be terminated by City: 1) for breach
of the agreement; 2) because funds are no longer available to pay
Contractor for services provided under this Agreement; or 3) City
has abandoned and does not wish to complete the project for which
Contractor was retained. City shall notify Contractor of any alleged
breach of the agreement and of the action required to cure the breach.
If Contractor fails to cure the breach within the time specified in
the notice, the contract shall be terminated as of that time . If
terminated for lack of funds or abandonment of the project, the
contract shall terminate on the date notice of termination is given
to Contractor. City shall pay the Contractor only for services
performed and expenses incurred as of the effective termination date,
unless terminated because the Contractor has failed to satisfactorily
cure a breach after notice in which event City shall :
a . retain any amounts earned under the Contract but not yet
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paid by City;
b. take possession of all material and fixtures on the job
site;
c . have the right to complete the Work and recover from Contractor
any increased cost to complete the Work above the amounts that would
have been paid to Contractor hereunder, together with any other damages
suffered by City as a result of said breach.
6 . MODIFICATION OF AGREEMENT.
City may, from time to time, request changes in the Work, the
time to complete the work or the compensation to be paid for the Work.
Such changes must be incorporated in written amendments to this
Agreement . To be effective, all such changes as referred to in this
section must be agreed upon in writing by both parties to this agreement .
7 . ASSIGNMENT.
The Contractor shall not assign any interest in this Agreement,
and shall not transfer any interest in the same (whether by assignment
or novation) , without the prior written consent of City.
8 . APPLICATION OF LAWS.
The parties hereby agree that all applicable Federal, State and
local rules, regulations and guidelines not written into this
Agreement shall hereby prevail during the period of this Agreement .
9 . INDEPENDENT CONTRACTOR.
It is the express intention of the parties hereto that Contractor
is an independent contractor and not an employee, joint venturer,
or partner of City for any purpose whatsoever. City shall have no
right to, and shall not control the manner or prescribe the method
of accomplishing those services contracted to and performed by
Contractor under this Agreement, and the general public and all
governmental agencies regulating such activity shall be so informed.
Those provisions of this Agreement that reserve ultimate
authority in City have been inserted solely to achieve compliance
with federal and state laws, rules, regulations, and interpretations
thereof . No such provisions and no other provisions of this Agreement
shall be interpreted or construed as creating or establishing the
relationship of employer and employee between Contractor and City.
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Contractor shall pay all estimated and actual federal and state
income and self-employment taxes that are due the state and federal
government and shall furnish and pay worker' s compensation insurance,
unemployment insurance and any other benefits required by law for
himself and his employees, if any. Contractor agrees to indemnify
and hold City and its officers, agents and employees harmless from
and against any claims or demands by federal, state or local government
agencies for any such taxes or benefits due but not paid by Contractor,
including the legal costs associated with defending against any audit,
claim, demand or law suit .
Contractor warrants and represents that it is a properly licensed
for the work performed under this Agreement with a substantial
investment in its business and that it maintains its own offices and
staff which it will use in performing under this Agreement .
10 . GOVERNING LAW.
This Agreement shall be governed by and construed in accordance
with the laws of the State of California and any legal action concerning
the agreement must be filed and litigated in the proper court in
Mendocino County, each party consenting to jurisdiction and venue
of California state courts in Mendocino County.
11. SEVERABILITY.
If any provision of the Agreement is held by a court of competent
jurisdiction to be invalid, void, or unenforceable, the remaining
provisions shall nevertheless continue in full force and effect
without being impaired or invalidated in any way.
12 . INTEGRATION.
This Agreement, including the exhibits attached hereto, contains
the entire agreement among the parties and supersedes all prior and
contemporaneous oral and written agreements, understandings, and
representations among the parties . No amendments to this Agreement
shall be binding unless executed in writing by all of the parties .
13 . WAIVER.
No waiver of any of the provisions of this Agreement shall be
deemed, or shall constitute a waiver of any other provision, nor shall
any waiver constitute a continuing waiver. No waiver shall be binding
unless executed in writing by the party making the waiver.
14 . NOTICES.
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Whenever notice, payment or other communication is required or
permitted under this Agreement, it shall be deemed to have been given
when personally delivered, telefaxed or deposited in the United States
mail with proper first class postage affixed thereto and addressed
as follows :
CONTRACTOR CITY
Earthstone Construction City of Ukiah
Vdesley P. Berg II Ukiah Civic Center
34 East Main Street 300 Seminary Ave .
Winters, CA 95694 Ukiah, CA. 95482
FAX: 530-795-5898 FAX: 707-463-6204
Service by telefax shall bear a notation of the date and place of
transmission and the facsimile telephone number to which transmitted.
Either party may change the address to which notices must be sent
by providing notice of that change as provided in this paragraph.
15 . PARAGRAPH HEADINGS.
The paragraph headings contained herein are for convenience and
reference only and are not intended to define or limit the scope of
this agreement .
16 . DUPLICATE ORIGINALS.
This Agreement may be executed in one or more duplicate originals
bearing the original signature of both parties and when so executed
any such duplicate original shall be admissible as proof of the
existence and terms of the Agreement between the parties .
WHEREFORE, the parties have entered this Agreement on the date
first written above .
Contrac�t CITY
By ',� � � By ��� -i-�,C.- � � ��
Title : �5�� �� ` Title • : � ' �(ic����
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California Contractor' s License Number y [Number or N/A]
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February 18, 2010
City of Llkiah:
A) We understand the work to be performed. VJe build playgrounds, construct pits
and install safety surfacing.
B) We will complete the work in it's entirety as described in the request for proposal
and provide the materials and equipment to coinplete the project.
C) We have been doing this work for appro�mately 12 years and have completed all
projects. We are a certified installer for the playground equipment we are
proposing. We are also NSPI certified. We carry two of the three licenses from
the State of California Contractors Licensing Board to do this work, A,C61/D34.
D) This offer is extended for a period of 90 days and during that time will nat be
revoked
E) It will take approximately 5 weeks to receive equipment. The time required to do
the project will be approximately 21 calendar days.
F) The cost to do the project will be $ 29,342.00. This will include all equipment,
labor, materials and tools to complete this project
G) We request that payment be provided in 2 installments. The�rst when play
equipment is delivered to site $ 20,000.00. The remainder 30 days after
completion of the project.
Sincerely,
�� � �
� �
Wesley P. Berg II
President
EXCAVATiBlV • Df29LLIIVG m rL..A1�IDSCI�PE F'{EPRwIR � �EMO • 11NDERGROUND �iTILITIES
DE2A1�tA�E e EMISSiOEV ��N'�'F2�t— SIiOTCE2EE7 � �EWEE2 ENCROAC3-0MEfVT
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REQUEST FOR PROPOSALS
City of Ukiah
PLAYGROUND EQUIPMENT
February 4, 2010
Proposals Due:
5 PM on February 23rd, 2010
Ciry of Ukiah Playground Equipment—Request for ProPosal
I. Introduction
City of iJkiah is seeking proposals new playground equipment and installation at the iJkiah
Softball Complex, located at 905 City Well Road, Ukiah, California, 95482.
Il. Contact Person
The City has designated Mary Horger, Purchasing Supervisor, as the contact person for
questions related to the work requested. She can be reached by phone at(707)463-6233,by fax at
(707) 463-6234, or by e-mail at inhor er(a�cityofukiah.com.
III. Site Investigation
Before submitting a proposal, Contractor shall make all investigations and examinations
necessary to ascertain all site conditions a�nd requirements that affect the full performance of the
contract and to verify any representations made by the City upon which the contractor will rely. If
the Contractor receives an award as a result of its proposal submission, failure to have made such
investigations and examinations will in no way relieve the Contractor from its obligation to comply
in every detail with all provisions and requirements of the contract, nor will a plea of ignorance of
such conditions and requirements be accepted as basis for any claim whatsoever by the Contractor
for additional compensation. Changes to the request for proposal will only be done by written
amendment. Oral statements or instructions will not constitute an amendment to this solicitation.
N. Project Budget and Completion Date
The total budget for this project is $30,000, which must not be exceeded and must
include all costs. Project must be completed no later than May 1 s`, 2010.
V. Scope of Work
Contractors are to submit proposals for providing and installing new playground equipment,
including border and engineered wood chips for the base. Prices offered must include complete site
preparation and installation, and to include all materials, labor and any incidentals.
Proposals are to be based on the following information:
1. Foot print for playground area: 50 feet x 50 feet (See Attachment"A"for Playground site
map, and pictures of the site—4 pagcs total)
2. Equipment proposed shall be thc newest and latest model in current production. Used,
remanufactured, shopworn, demonstrator, prototype or discontinued models are not
acceptable unless otherwise stipulated under this RFP.
3. Playground to be age appropriate for 2-12 years.
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City of Llkiah� Playground Equip�zent—Reguest f'or Proposal
4. All equipment/materials must meet current U.S. Consumer Product Safety Conmlission
CPSC)and American Society for Testing and Materials(ASTM)guidelines and standards as
set forth in thc Handbook for Public Playground Safety as intended by SB 2733.
Configuration of and equal access to all apparatus and areas shall comply with An�ericans
with Disabilities Act (ADA) requirements for public agencies. In addition, all
equipment/materials and installation of such equipment/materials must meet with the
requirements of the Safe Neighborhood Parks, Clean Water, Clean Air and Coastal
Proteetion Bond Act of 2000 (Proposition 12)and California Clean Water, Clean Air, Safe
Neighborhood Parks, and Coastal Protection Act of 2002" (Proposition 40).
5. All equipment is to be constructed, primarily of inetal, plastic, treated/composite wood
product or other suitable material which has been pre-approved by the City. Requests must
be submitted in writing to the Purchasing Supervisor no later than five days prior to the
proposal due date. Slide bedways are to be constructed of plastic or composite, not mctal.
The City encourages the use of recycled materials.
6. In no case shall footings be drilled with six (6) feet of any mature trees. Tree canopies or
other obstacles must be taken into account wl�en planning equipment layouts.
7. Before the project is considered complete,and final payment is made,awarded proposer will
provide:
a. Written guarantee for all equipment.
b. Parts list for all equipment.
c. Recommended maintenance schedule for all ec�uipment.
d. Installation manual and specifications.
e. Documentation of compliance with CPSC, ASTM and ADA guidelines.
f. Two (2) sets of any specialized assembly and/or maintenance tools (e.g. vandal —
resistant wrenches, etc).
VI. Proposal Submittal lnstructions
Proposals are to be submitted in hardcopy or by email. Faxed copies will not be accepted. If
submitted in hardcopy, 6 copies are to be submitted. Proposals are due on or before 5 PM,
February 23, 2010.
City of Ukiah
Attn: Mary Horger, Purchasing Supervisor
411 West Clay Street, Ukiah, CA 95482
Phone: (707) 463-6233
Email: mhor�er(a�citvofukiah.com
VIL Proposal Format
Proposals shall include the following:
1. Cover letter that:
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City of Ukialz Playgrour�d Equipment—Request for Proposal
a. States the firm understanding of the work to be performed.
b. The commitment to perform the wark.
c. Statements as to why the firm believes it is qualified to do the work.
d. States that the firm's offer is a �rm, irrevocable offer for 90 days.
2. A scaled layout of the site, indicating the equipment location, surfacing type, access
routes, drainage, fall zones, and no encroachment zones.
3. A list of proposed play components/amenities.
4. Corresponding photos, brochures, or catalog cuts of equipment and surfacing material(s).
5. A chart of available colors for all equipment.
6. A written description of work proposed for each site, to include a detailed description of:
a. The proposed equipment
b. Surfacing material(s)
c. Installation procedure
d. Drainage work(if necessary)
e. Protection of existing improvements.
£ Site security and protection of the public during installation period
g. Any other work involved in the site preparation and equipment
7. Proposed project schedule after award, for delivery and completion of playground site.
8. Cost proposal—provide a detailed cost proposal, to include all materials, equipment,
labor and any incidentals of any and every nature. The proposal shall be a firm, fixed
price.
9. References -The City will satisfy itself that the potential firms are reputable witb a
proven track record and a proven product. Provide the information requested under Work
Performancc Historv Capability. References are to be those who you have performed
similar scope of work as asked for in this RFP. References are to include the contact
name and phone number. A minimum of three references are requested.
l 0. Subcontractors —If using subcontractors, provide their company name, address, State of
California contractor's license number, and a description of the work to be perfornled.
11. Indemnification Agreement—Include a signed copy of the agreement provided in this
RFP with the proposal.
12. Statement Regarding Insurance Coverage—include a signed copy of this form with the
proposal.
l 3. Exceptions—Identify any exceptions you are proposing with respect to this RFP.
VIII. Terms
The City asks that firms specify their desired payment preferences in their proposal response.
The actual payment terms of the contract will be open for negotiation during thc contract phase. If
no special payments are reguested prior to issuing the work,the City will assume net 30 day terms.
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City of Ukiah Playground Equipment—Request for Proposal
IX. Warranty,Manufacturer
Manufacturer shall fully warrant all materials and equipment furnished under the terms of
this bid against poor and inferior quality. While under warranty,manufacturer shall repair or replace
defective materials or equipment in a timely manner to minimize the disruption of City operations.
A copy or description of the manufacturer's warranty shall accompany each proposal for the
material and equipment proposed, detailing the scope and length of the warranty. Where the
�successful firm is also the manufacturer of the materials or equipment provided under this proposal,
the Manufacturer's Warranty requirement will supersede the successful proposer warranty
requirement of this proposal.
X. Warranty,Successful Proposer
Successful firm shall fully warrant all materials and equipment furnished under the terms of
this RFP against poor and inferior quality,for a period of not less than one(1)year from date of the
final acceptance by the City. While under warranty, successful bidder shall repair or replace
defective materials or equipment in a timely manner to minimize the disruption of City operations.
XI. Insurance Requirements
Bidder's attention is directed to the insurance requirements—see attached detailed insurance
requirements. Contractors shall furnish to the City,upon award of contNact, certificates of insurance
covering full liability under Worker's Compensation laws of the State of California,Comprehensive
General Liability and Business Auto Insurance with policy limits of not less than$1,000,000 naming
the City as an additional insured party.
It is highly recommended that contractors confer with their respective insurance carriers or
brokers to determine in advance of bid submission the availability of insurance certificates and
endorsements as prescribed and provided herein.If an apparent awarded contractor fails to comply
with the insurance requirements,that contractor may be disqualified from award of the contract.If
you have questions regarding the City's requirements, please contact the City's Risk Manager at
707-463-6287.
XII. License and Additional Requirements
1) Compliance with Laws and Regulations: All materials, parts and equipment furnished
pursuant to these specifications shall be in compliance with the laws and regulations of the State of
California and OSHA. The firm shall,if requested by the City,supply certification and evidence of
such compliance.
2) Le ag 1 Requirements and Permits: The proposer agrees to fully comply with all local, City,
State and Federal laws,regulations and ordinances governing performance of contractual services
required, and it will be the responsibility of the proposer to obtain any and all necessary licenses,
permits or clearances, including the actual cost of licenses.
3) License Req,uirements: Proposer must possess a current State of California contractor's
license and a City of Ukiah business license. (For information business license, please contact
Kathy Norris, City of Ukiah Finance Department at 707-463-6202.)
a) The Contractor shall possess a valid State of California Class A or D341icense or any other
specific to the completion of the job andlor other license(s)required by the State of California or
5
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, , City of Ukiah Playground Equipment—Request for Proposal
government agencies.
Proposer shall provide proof of possession of the proper licenses and certificates of
registration necessary to perform the work. Employees actually perfortning the tasks shall
provide proof of proper certificates of registration for same.
b) The proposer shall keep in force a City of LTkiah business license for the extent"of the
proj ect.
c) Where subcontractors/jobbers are used,proposer shall provide the City with proof of proper
licenses, certificates and proof of insurance for work performed.
4) Notice—Prevailing Wages-Each laborer or mechanic of Contractor or any subcontractor
engaged in work on the project under this contract shall be paid,pursuant to provisions of
Section 1770, including amendments thereof,of the Labor Code of the State of California,the
Director of the Department of Industrial Relations, State of California,has ascertained the
general prevailing rate of wages for straight time, overtime Saturdays, Sundays and Holidays
including employer payment for health and welfare,vacation,pension and similar purposes,
copies of the General Prevailing Wage Determination (applicable to the work), for the locality
in which the work is to be done can be reviewed at Website:
www.dir.c a.gov/dl sr/pwdJnorthern.html .
XIII. Proposal Evaluation
The City will select the firm whose proposal is determined by the City to be the most
responsive and responsible proposal and the best advantage to the citizens of the City of Ukiah.
Failure to supply any information requested to accompany proposals may be cause for rejection
of the proposal as non-responsive. The City Purchasing Agent reserves the right to request
additional information if clarification is needed.
The City, in making the award, shall take into consideration the following criteria in evaluating
the proposals:
• Overall responsiveness to RFP
• Experience and reputation of proposer
• Compliance with all applicable safety standards
• Pricing
• Quality,durability, and quantity of equipment offered.
• Innovation/creativity of site/equipment design.
• Variety of equipment
• Ability of proposer to provide repair parts and service
• Availability of equipment and lead time for delivery and installation.
• Warranty.
XIV. Right of Refusal
The City reserves the right in the exercise of their unfettered discretion to reject any and
all proposal. Proposals will be considered only in their entirety. The City reserves the right to
negotiate the specific requirements and costs of the work described herein.
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City of Ukiah Playgrour�d Equipment—Request for Proposal
INDEMNIFY AND HOLD HARMLESS AGREEMENT
Contractor agrees to accept a11 responsibility for loss or damage to any person or entity,and
ta defend,indemnity,hold harmless and release the City,its officers, agents and employees,fram
and against any and all actions, claims, damages, disabilities, or costs of litigation that may be
asserted by a.ny person or entity, arising out of or in connection with the negligent or willful
miscanduct in the performance by contractor hereunder,whether dr not there is concurrent,passive
or active negligence on the part of the City,but excluding liability due to the sole active negligence
or willful misconduct of the City. This indemnification obligation is not limited in any way by any
limita.tion on the amount or type of damages or compensation payable to or for Contractor or its
agents under Workmen's Compensation acts, disability benefits acts or other employee's benefits
acts.
Contractor shall be liable to the City far any Ioss or damage to City property arising from or
in connection with Contractor performance hereunder. The undersigned acknowledges that this
document,together with the resulting purchase order issued by the City,the insurance requirements
for contractors, and the Contractor Statement Regarding insurance coverage comprise a written
agreement between the Contractor and the City binding on both parties.
This proposal is submitted by, (check one)
Individual Owner Partnership �Corporation Other
Legal Natne of Company �/�,�'��Ft .S�N� � a�� S T f fy C �
Company Address �� 1= �l la t (`�I S�f 1�/ f I�t Ti � � � Cj� C{ �'E, ��
T�ID# �� •� �I q d � � ��
Phone Number �' � (-,� .�� �' Q � � 2 Fax Number ���� 7 � � —��9 �
CaIifornia State Contractor's License#: 8�� � � � Expiration Date: �� 1 / f Q
By: W � ��' Date � �Z., f � 9 � /�
Signature
Print or Type Nam e: ������� � �k.�Ci �.L ��� � J`(�`
Title
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, City of Ukiah � Playground Equipment—Request for Proposal �
WORK PERFORMANCE DATA
HiSTORY AND CAPABILITY:Provide the name,locations and a narrative statement on the work performed.
WORK PERFORMED
1. G�MPANY NAME: �7F�N'�I� C.�l��f�l C�c.!�-t-�` �i.����-�" ��'L-f J;,Y'7�L��I
CONTACT: �J����?�- �-�" �C�.. i�=� ��
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2. COMPANY NAME: � �T� �3 F S ��K ����'�l`�C F SC.Q �,t,�.L T �
CONTACT �'� �� �,�G� �C�"r'"�..� �"�? �Sl�Irl T�-c �;
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CONTACT: �� 1�J�'.-�L�Fl f�ht�..�/'� C�,�'1�'-`..e l� �1, ;��i�,�
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8
City of Ukiah Playground Equipmer�t—Request for Pro�osal
SUBCONTRACTORS: The proposer must submit a list of subcontractors whom he proposes to employ on the work with proper firm
name and business address of each.
Subcontractor's Name Work to be performed
Address '
City/State2ip
Phone Number Fax Number
License Numberffype/Expiration Date
S
Subcontractors Name Work to be performed
Address
CitylState/Zip
Phone Number Fax Number
License NumberlTypelExpira6on Date
Subcontractors Name Work to be perFormed
Address
City/State/�ip
Phone Number Fax Number
License Number/Type/Expiration Date
9
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City of Ukiah Playground Equipment—Request for Proposal
STATEMENT
REGARDING INSURANCE COVERAGE
(Submit with Proposal}
PROPOSER/CONTRACTOR HEREBY CERTIFIES that he/she has reviewed and understands the insurance coverage
requirements speci�ed in the Request for Proposal for:
PLAYGROUND EQUIl'MENT
Should we/I be awarded the contract,we/I certify that we/I can meet the specified xequirements for insurance,including
insurance coverage of the subcontractors, and agree to name the City of Ukiah as Additional Insured for the work
specified And we/I vt�ill comply with the provisions of Section 3700 of the Labor Code,which require every employer to
be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of
that code,before commencing the performance of the work speci£ed.
��R►�� s�o�� c�►���-r�v�-��6 � r N c
Please Print (Person,Firm,or Corporation)
� ...._
Signature of Authorize epresentative
lu�s �.�.�� � �.�� �-- �����`��►-�-
Please Print (Name&Title of Authorized Representarive)
o`�- � r � lf� � r�� �� s�- � .� ?�,
Date Phone Number .
INSURANCE REQUIREMENTS FOR CONTRACTORS
Contractor shall procure and maintain for the duration of the contract insurance against ciaims for injuries to
persons or damages to property which may arise from or in connection with the perforr�ance of the work
hereunder by the Contractor, his agents, representatives, employees or subcontractars.
10
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City of Ukiah Playground Equipment—Request for Proposal
STATEMENT
REGARDING INSURANCE COVERAGE
(Submit with Proposal)
PROPOSER/CONTRACTOR HEREBY CERTIFIES that he/she has reviewed and understands the insurance coverage
requirements specified in the Request for Proposal for:
PLAYGROUND EQUIPMENT
Should we/I be awarded the contract,we/I certify that we/I can meet the specified requirements for insurance,including
insurance coverage of the subcontractors,and agree to name the City of Ukiah as Additional Insured for the work
specified. And we/I will comply with the provisions of Section 3700 of the Labor Code,which require every employer to
be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of
that code,before commencing the performance of the work specified.
Please Print (Person,Firm,or Corporation)
Signature of Authorized Representative
Please Print (Name&Title of Authorized Representative)
Date Phone Number
INSURANCE REQUIREMENTS FOR CONTRACTORS
Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to
persons or damages to property which may arise from or in connection with the performance of the work
hereunder by the Contractor, his agents, representatives, employees or subcontractors.
10
, �
City of Ukiah Playground Equipment—Request for Proposal
I. Minimum Scope of Insurance
Coverage shall be at least as broad as:
A. Insurance Services Office Commercial Generai Liability coverage(Form No. CG 20 10 10 01
and Commercial General Liability—Completed Operations Form No. CG 20
37 10 01).
B. Insurance Services Office form number CA 0001 (Ed. 1/87)covering Automobile Liability,code
1 (any auto).
C. Worker's Compensation insurance as required by the State of California and Employer's Liability
Insurance.
II. Minimum Limits of Insurance
Contractor shall maintain limits no less than:
A. General Liability:$1,000,000 per occurrence for bodily injury,personal injury and properry damage
includinq operations, products and completed operations. If Commercial General
Liability Insurance or other form with a general aggregate limit is used,either the general aggregate
limit shall apply separately to this projectJlocation or the general aggregate limit shall be twice the
required occurrence limit. Insurance must be written on an occurrence basis.
B. Automobile Liability: $1,000,000 per accident for bodily injury and property damage. Insurance
must be written on an occurrence basis.
C. Worker's Compensation Employer's Liability:$1,000,000 per accident for bodily injury or disease.
III. Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the Ciry. The City may require
the insurer to reduce or eliminate such deductibles or self-insured retentions with respect to the City, its
officers,officials,employees and volunteers;or the Contractor to provide a financial guarantee satisfactory to
the City guaranteeing payment of losses and related investigations, claim administration and defense
expenses; or to approve the deductible without a guarantee.
IV. REQUIRED Insurance Provisions
Proof of general liability and automobile liability policies are to contain,or be endorsed to contain,
the following provisions:
A. The City, its officers, officials, employees, and volunteers are to be covered as ADDITIONAL
INSURED with respect to liability arising out of automobiles owned, leased,hired or borrowed by or
on behalf of the contractor;and with respect to liability arising out of work or operations performed by
or on behalf of the Contractor including materials, parts or equipment,furnished in connection with
such work or operations. General liability coverage can be provided in the form of an endorsement to
the Contractor's insurance,or as a separate owner's policy.
B. The workers' compensation policy is to be endorsed with a waiver of subrogation. The
insurance company,in its endorsement,agrees to waive all rights of subrogation against the City,its
officers,officials,employees and volunteers for losses paid under the terms of this policy which arises
from the work pertormed by the named insured for the City. NOTE: You cannot be added as an
additional insured on a workers' compensation policy.
C. For any claims related to this project, the Contractor's insurance coverage shalf be primary
insurance with respect to the City,its officers,officials,employees,and volunteers.Any insurance or
self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be in
excess of the Contractor's insurance and shall not contribute with it.
11
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City of Ukiah Playground Equipment—Request for Proposal
D. Each insurance policy required by this clause shall be endorsed to state that coverage shalJ not be
canceled by either party, except after thirty (30) days' prior written notice by certified mail, return receipt
requested, has been given to the City.
E. Note: (This protects the Contractor)-Coverage shall not extend to any indemnity coverage for
the active negligence of the additional insured in any case where an agreement to indemnify the '
additional insured would be invalid under Subdivision (b)of Section 2782 of Civil Code.
V. RATING-Acceptabilitv of Insurers
Insurance is to be placed with admitted California insurers with a current A.M.Best's rating of no less than A-
for financial strength, AA for long-term credit rating and AMB-1 for short-term credit rating.
VI. Verification of Coveraae
Contractor shall furnish the City with original certificates and amendatory endorsements affecting coverage
required by this clause. The endorsements should be on forms provided by the City. If endorsements are
on forms other than the City's forms,those endorsements or policies must provide coverage that is equivalent
to or better than the forms requested by the City. All certificates and endorsements are to be received and
approved by the City before work commences. The City reserves the right to require complete, certified
copies of all required insurance policies, including endorsements affecting the coverage required by these
specifications at any time.
VII. Subcontractors
Contractor shaJl include all subcontractors as insured under its policies or shall furnish separate certificates
and endorsements for each subcontractor. All coverage for subcontractors shall be subject to all of the
requirements stated herein.
If you have questions regarding our insurance requirements contact:
Risk Manager
(707) 463-6287 FAX (707) 463-6204
12
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P.O. B o X 932
L� n d e n, CA 95236 Date Estimate#
(209)786-4042 2/15/2010 10762
(2D9)786-4043 Fax
Name/Address Ship To
Earth Stone Construction Inc. UKIAH,CA
34 East Main Street
Winters,CA 95694
Project
Description Qty Cost Total
ReadyPlay-engineered wood fiber from virgin forest wood -blunt end 86 14.5Q 1,247.04T
Delivery Charge per truck 1 550.00 550.00T
Thanks for the opportunity to quote you!
Subtotal �1,�9�.00
Sales Tax (8.25%) $148.zs
TO�� $1,945.25
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Attachment (1)
Play System Design Drawings; ages 2-12; Preliminary Site Drawings
} �
GUS�QI� R�UND 3.5 f�IIODULA�R PLAY�YSTEM
�ront P�rs�ective '
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��"`4����'� 4^�� �I� U�I�I�N � S�F [ OF�'lL� 4�11F���GA ��������� 123NORTHVALLEYDRIVE
C�ate: Q�O�'1 Q GRANTS PASS,aR 97526
PH:541-955�189
FAX:541-955-6'(30
QC"d�Ctf'1���: ��� �la��raft �ireet www.pfaycraftsystems.com
CUSTOM RO�UhID 3.5 IVIODULAR PLAYSYS7EM
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PR#: A7964A ��-�y �F UKIAH - SOFTBALL CO�NtRLE� pLAI�CRaFT 123NORTH1fALLEYDRIVE
6RANTS PASS,OR 97526
Date: 02l�8/10 PH:541-955-9199
Qrawn B : ZML P{a�craft Direct FAX:541-955-6130
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1 ♦ v ♦ t.-..��r. .a.�. 0��. ♦r�. ...►� .� r. .���. .. t .�r�,z.��•r�
�(►�u��1��1�u1��uu1►1ui�l�u�u1►U�u/a�uiii�u��i��►�l u1��uu���ui�i������I��uuYa�u�ff���1iL1'i►1���1'C1uuY'►�uiLi'�����Lf����u'1'►U��99'►1U�a'1►�//I��,
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.� h►°;; Krauss Craft, Inc.,the manufacturer of Playcraft Systems,warrants its products to be free from defects in materials or '=�y'
c n•:' �+�.
� 1��.;:: workmanship,when properiy used, serviced and instailed in accordance with published specifications,for a period of �:�:��,
� I'�.;;� one(1)year from the original date of invoice. ;;•;•
'�'+���
� (:�:
N �p;;:: Krauss Craft, Inc.further warrants as follows: ::���
�I��'= LIFE'PIWIE* LIMITED WARI2AN'�on all stainless steel hardware, aluminum and steel posts, aluminum �':�j�,
°��' �.:�:= .
N ','+_ clamps and post caps against structural failure due to defects in materials or workmanship. =-;,:,•
:�:�I,,
„= i�,��� TWEN7`Y F11lE(25� YEAI��ICNII°i'E�!14lAI�f�e�1Rg'i"�on all cast aluminum Spring Rider castings against :•'•
�.,.- =:e.•'
� (��;�;� structural failure due to defects in materials or workmanship. c;;�+i+�
a, �ti•.: %:;.
� ''.;.� �1F"f'EEM (t�' Y�At�LIIVII'P"iED WI�PtPt�NiY on all Play-TuffT"' coated pertorated steel decks, steps, and �=:•:r
:;,�
°' ����:: bridges against structural failure due to defects in materials or workmanship. :;�1��
C��'�;�� �IFTEEN(1 SJ YEA(�L61Vi1'�'ED W�1Rtt�111'I°Y on all rotationaliy molded and HDPE sheet plastic ►'.'��I�
y:;��: components,excluding recycled plastic components, against structural failure due to defects in materials or =�:�.�
(����� workmanship. :;;.�'��
. :•:�1
C'�.,!� "!°EN (1 O)YEAR LINII'i'ED!�l�Itt26�tV17'1(on all steel rails, handles, rungs, loops and waiis against structural �;:�,:
���;� failure due to defects in materials or workmanship. :F;1�,
..- �;..
(���i;:•' 7'EN (1 O)YEA�t L,IMi7'EI.'�t�Al?RAN"�Y on all shade canopy fabric made of UV Stabilized HDPE =';��
�:�- ° !
�;�,�;� monofilament yarn and tape against significant fading. �:�,���
���"�` THREE 3 YE/qR L.IN/�ITEU 1WAIT(tANTY'on all s rm s movin swin ="'�,
�,��:: � ) p� g , g g parts,swing seats and other swing :;;.�)
�`•t;: components,as well as ail recycled plastic components against failure due to defects in materials or workmanship. ::;':•�
(��;i= •;�1�
$��;� ONE(1 J YIEAR LBNIIY'ED WARRAM7'Y on any other product or part not specifically covered above against c,�;:;'
�1��:: failure due to defects in materials or workmanship. :;e;�`
�:: ::.:�1,
�..,__ _ ,.
'•.,: All warranties above commence on the date of the original invoice from Krauss Craft,Inc. ��,A'�
(�'�•` . 4
:;,�
'i;�'%� The warranty stated above is valid only if:(1)the products and structures are assembled and instalied in conformity with the layout plan :�:;�
c_,�.
(��': and instailation instructions fumished by Krauss Craft, Inc.; (2)the products have been maintained and inspected in accordance with �������
.;:�
���,;:- Krauss CrafYs maintenance information and other normal and prudent practices;(3)the products have been subjected to normal use for :;;�;•�
�'���;: the purpose for which the products were designed and intended;(4)the products have not been subjected to misuse,abuse,vandalism, �;'��
;,�;��? accident or negiect;(5)the products have not been altered in any manner including,but not limited to,incorporating unauthorized or �?�p��
`�'.'.. unapproved parts; and (6)the products have not been modified, altered, or repaired by persons other than Seller's designees in any F:��,��'
���:j respect which,in the judgment of Seiler,affects the condition or operation of the equipment. ����I''
C��'�:;%� This warranty does not cover:(1)cosmetic damages ordefects resulting from scratches,dents,marring,fading,discoloring orweathering; :;�:�'��
�.�;:�� (2)damage due to extreme or prolonged exposure to"Environmental Factors", such as wind-blown sand,salt water,salt spray and :%:��)
�4;•i': airborne emissions from industriai sources(sulphur,acids or corrosive chemicals,other than normal photochemical smog);(3)damage =°�'�'
�(�'.•: caused by"Acts of God",such as haii,flooding,lightning,tornadoes,sandstorms,earthquakes,windstorms,and other extreme weather :;�;;��,
'�O�'=
��.,�•_ conditions;or 4)normal wear and tear. ::o���
C'�l;; If any products covered by this warranty fail within the time period applicabie to a defective product,Krauss Craft,inc.shall,upon being :;;��,
p�::-= notified of the defect in writing,at its sole option,either repair the defective products or replace the defective products within 30 days ==',Q�
:>.
,�r= of receipt of the written notification. Repair or replacement as provided in this section shall be the purchaser's exGusive remedy and ��i���
,•,.� :�+,
��p,:= purchaser expressly agrees that Krauss Craft shall not be responsible for any other damages,losses,or costs,including consequential ->,.;y
rj�;: and incidental damages, claimed by purchaser. Krauss Craft,Inc.shall deliver the repaired or replacement products to the purchaser ='����
1��.;;�� free of charge,but shali not provide labor,reimbursements for labor or reimburse any other costs associated with the removal or disposal �=����)
'�;%,;_ of the defective products andlor the installation of any replacement products. Notwithstanding the previous sentence,Krauss Craft,Inc. _;:;'D
' `��:�'� shall not a for an costs of shi m re lacement arts outside of the continental United States.An roducts re laced or re aired '������)
. .o.__ p Y Y Pp 9 p P Y p p P :.:.�
� �'r�;;�;� consistent with this paragraph shall be guaranteed for the balance of the original warranty period. ��;;�'
'`�,:,: THIS WARRANTY IS EXCLUSIVEAND IS IN LIEU OFALL OTHER WARRANTIES,WHETHER EXPRESSED OR IMPLIED,INCLUDING :��,•���
, �'�;;.',; BUT NOT LIMITED TO ANY WARRANN OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.THE REMEDIES ;�;�'�
, `I��;:: PROVIDED HEREIN SHALL BE THE EXCLUSIVE AND SOLE REMEDIES OF THE ORIGINAL PURCHASER.KRAUSS CRAFT,INC. :;;:��,
. '.;o;;? IS NOT LIABLE FOR ANY SPECIAL,DIRECT,INDIRECT,INCIDENTAL OR CONSEQUENTIAL DAMAGES WHICH MAYARISE FROM :�,;���
`t��':'.; THE PURCHASE, USE OR MISUSE OF ITS PRODUCTS. SOME STATES DO NOT ALLOW THE EXCLUSION OF INCIDENTAL ��;��,
. �;�;�;:� OR CONSEQUENTIAL DAMAGES, SO THIS EXCLUSION MAY NOT APPLY. KRAUSS CRAFT, INC. NEITHER ASSUMES NOR �;v;�;�
. '�j�;��: AUTHORIZESANY OTHER PERSON TOASSUME OR IMPLYANY OTHER LIABILITY IN CONNECTION WITH THE SALE OR USE :�;���
.4:-=- OF THE EQUIPMENT SOLD. -:>..�,
�'•J,� �:,p
�:�;; To make a claim under the terms of this warranty,purchaser must submit a written statement detailing the nature of the warranty claim, ;;�;I�'
�;;;:: including an itemization of each defective condition, along with a copy of the originai invoice, maintenance records and supporting -•%•;�
���t�' photographs to Krauss Craft,Inc.,123 North Valley Drive,Grants Pass,Oregon 97526. ��;'�
. „�= :%•�
7��,-� Krauss Craft,inc.reserves the right to change,modify or discontinue certain products without notice. ���;��P'
`;''��`.�� "For the purpose of this warranty,the term LIFETIME encompasses no specific number of years,but rather that Seller warrants to its ��.�!!�
��;�'� original customer,for as long as the original customer owns the Products and uses the Products for their intended purpose,that any �y;��
fi$•'�- Products and all components will be free from defects in material or workmanship. =1%:•��
, �.�.;.- z•:p.�+
• 0;;>. :;°p
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`.ii����,'.iijii�pii0��,w��i�:C'��0i�i�i.•..•ii<<<i�C:�i+::�i�i+�w•�i:�����'�i:���i.�i:+���;3�::�:i••i:��0::::�.'��::i:�iD•�i:���DG3':�:•:�::�1���:•�::��i�.:���•�=ii+::�=ii�:i•::�:��
O �=-_-�:__��'..r:i'+:�.=::s�:�=:r::-=�--��s��=-����=�'►-��i=:r.:�.':�"'�-=-+�►��-:�
164 -� �
• • • • •
.
Colors are an integral part of any playground environment. Good use of color can inspire the imagination, encourage vigorous play,
and set the tone for interaction and socialization.Your playground can be the jewel of your school,park or day care,and nothing draws
y attention to a playground like pleasing colors. From our rich, glossy powder-coat finishes, to our vibrant and durable plastics and
o Play-TuffT""coatings,it is our manufacturing expertise blended with the highest quality colorants and materials that make our products
Q the finest in the industry.
O
Black
o • � ' • � Yellow
V _ .� _ ,_ _ -= Orange
�. . :. _ ' - Red �
� All Playcraft steel components go through an extensive multi-stage� >��;;"� �
� powder-coating process that yields a highly durable and lasting eurgundy ?� � (
protective finish. �'`' '
a �:-
• Safe,lead-free coating t -
�<?.`::.;;.:
• Extremely durable,weather-proof finish Purple White
• Enhanced impact and corrosion resistance '� "
• Rich, glossy finish Gray
Brown
• Extra thick coatings(avg.thickness: 11 mils) _
• Custom colors available for an upcharge Tan
Green
1MPORTANT:The colors shown are for
illustration purposes only.Actuai colors
may vary.Contact your Playcraft Rep for
accurate co�or samples. B�Ug
• • • • ' I
d�'(Granite}
•' '•• • '• •" -� ' Light Gray
Like a good jelly bean, our colors go all the way through! Playcraft
slides, panels, roofs,and other plastic components are molded Tan �,_ , :;_ Green
�.�<,�:�
using hot-blended color compounded resins that stay bright and ����' ,
colorful even after years of wear. = =
• Hot-blended color compounded resins guarantee '{,: Yellow
vibrant, uniform colors ��' ,,°
• Made from specially formulated plastics designed to - :���-°`�
withstand harsh ultraviolet exposure for superior
fade resistance ;�
• Thicker walis ensure superior impact-resistance
• Surtaces never too hot or too cold to the touch Red
;�
• Custom colors available for an upcharge
IMPORTANT:The colors shovm are for Purple Gray(Granite)
IlWetration purposes only.Actual colors
may vary.Contact your Playcraft Rep for
accuratecolorsamples. :`�� BIUC
r�`."�-
t • s o
�' '• i •�' � _• ' •� ,�;�N��
Krauss Craft uses an in-house state-of-the-art Play-TuffT"' (plastisol)coating process that offers unmatched protection for our
perForated steel decks, steps,and select steel components. Play-TuffT""standard colors are blue, red,green, brown and tan.
• Specially formulated textured coating for `
;r���
superior resilience and slip-resistance
• Extra thick,durabie coating(80-100 mils) _
Provides a protective cushion that protects �
small hands and feet Blue Red Green Brown* Tan
• Thermoplastic Deck coating available in
brown only
Thermoplastic
IMPORTANT:The colors shown are for Grip Colors �
il�ustration purposes only.Actual wlors .,__, ._--.,., - .. ,-�_.�
may vary.contact your Playcran Rep ror �� �Blue� � Green �`Red� BrO�ti'tn
accurate color samples.
168 ''
• • • • •
_;�. �._
�1��:' �
yp:�=.
_ -._:�`��:.,_��:*s�t� ` - -. .
Our hot-extruded hi h densit ol eth lene sheet �
9 Y p Y Y Layered Colors Solid Colors s�
plastic is available in solid and layered colors for `�
�
one or two-color component design opportunities. Green �,
• Extremely durable and colorfui Black �
• Impact and vandal resistant `�:�' �- � Yellow o
�;>:�j � � o
• Ideal for personalized or custom projects ��;;. ;fi�� ' �
Solid O
Available layered colors: Colors �
BIu�White-Blue,Red-White-Red,Black-White-Biack, BIUe
Tan-Blue-Tan,Tan-Red-Tan,Tan-Green-Tan, Green-Tan-Green . 3
Gray-Black Gray,Yellow-Black-Yellow,Biue-Yellow-Blue, '� �11
Yeliow-Bluo-Yeliow,Red-Yellow-Red, Yellow-Red-Yeilow �
� -- --- Red
IMPORTANT:The colors shown are for � _._,_,,
iilustration purposes oniy.Actual colors
may vary.Contact your Playcraft Rep for Tan
accurate color samples.
... _;'y°-'.�'�=-.
- �V����:.- ► • •
Playcraft Net Cables are made from tightly woven, nylon-wrapped,multi- Blue
strand galvanized steel cable.These high-density, abrasion resistant �
cables are specifically made for use with playground equipment and are Green �
designed to endure the test of play.
Black ;�_
IMPORTkNT.The colors shown are for Tan '4'��"'":`�,`-='"'`�°�'
iilustration purposes only.Actual colors "� '"�-''��� �
may vary.Contact your Playcraft Rep for
accuratecolorsamples. Red '�
- - ;�:,'w�.=�'
'����{- • o • •
��<
Choosing the right colors for your play system is an important step and our highly trained Playcraft Representatives are always
available to help you make the right choice.Choose from any of our popular color schemes shown here,create your own by
choosing from our standard colors or contact your local Playcraft Representative for assistance.
_ - � �T"�ry!���
� i `"` �a ,��
� 'K ' .p
�� � F � �' . 4'�. !�n� � i �
�' . Y t�j :{ -
. . �,
Yellow Primary Red Primary Patriotic
Yellow Plastic,Red Steei, Red Piastic,Blue Steel, Blue Plastic,Red Steel,
Blue Posts,Brown Decks Yeilow Posts,Brown Decks White Posts,Brown Decks
�� � .�r � 1' ° ,�
E' � �=
�r - l . V�� '-s 1 :i
��_.rf � ��� i �'
�`� �': � ; ,� _
Oceanside Earth Forest
Blue Plastic,Biue Steel, Tan Plastic,Tan Steel, Green Plastic,Green Steel,
Tan Posts,Brown Decks Green Posts,Brown Decks Tan Posts,Brown Decks
. . . 169
Attachment (5)
Equipment Specifications/Assembly of Proposal Play Components
. � DECK IDENTIFICATION R3.5-1100
• Page 1 of 1
. �
(
R35 Deck 5
Half Half Hex
(5 cut—outs)
' Tri Trl R35 Deck 3
R35 Deck 2 R35 Deck 7
Cu rved
Square Haif Hex
(4 cut—outs)
R35 Deck 1 R35 Deck 6
f
Deck Slot
slot
O
O �
O
O �
O
O
� Manufactured by
j��:PlAYCRAFT Krauss Craft, Inc. Phone: 800.333.8519 Rev. C
�
� ' DECK R3.5-1 (Square) qSSEMBLY R3:5- 1101
Page 1 of 2
� � Assembly
�/��w R3.5 DECK 1
42"
See �Figure 2 4.2�°____.�
Figure 1
�/s�°x2—�/z" . � � � .
Button Hd.
Bolt �
3�8�, R35
Mounting �
4
Washer . Block 4
0 0 �-�op.
Q0000 \
O O O b C
O O O O O O
O O O O O O �
0 0 0 0 0 0 0
e e o o e o 0 0
O O p O O O O O 6
O O Q O O O O O
O O O O O O O I
O O O O O O
o O�O� 4 0 0
O O O 6�0 O�O O�O�O�O
O O O�o�O O�O�O O o40�0 O � � Qp
0 O O O O O O O O O O O O O O �
O O O O O Q O O O O O O 6 O O O
O O O O O O O O O O O O O O O O O
O O O O O O O O O O O O O tl O O b O
O O O b O O O O O O O O O O O O O O �
O O O O O O O O o O O O O O O O e o 1
O O O O O O O O O O O O O O O O 0 � '
O O O O O O O O O q O O O O O O �
O O O O O O O O O O O O O O O I
q o e o O e o O O o O 6 O O O
O O O O O O O O O O O O O O
O O O O O O O O O O C O
O O�O�O O�O O O��O O
00�0 O O� '
�O O�O�O
O 0�0�00 � �
O � ,
O �
�� I
1�2" SAE��� \\�
Washer � R35
Mounting
B(ock 4
Bottorn
3/8x2"
Barre!"'"
Nut �
" r
\_�
� PLA�YCRAf T Manufactured by
�� Krauss Craft Inc. Phone: 800.333.8519 Rev. B
,
F
DECK R3.5-1 (S uare) ASSEMBLY R3.5- 1101 ' ; , � -
! a / Page 2 of 2
Parts List Installation �
QTY. DESCRIPTION PART# Notes:
1 R35 Deck 1 8101 (A)All deck heights on your system's top view
drawing are measured from the top of ground
4 R35 Mounting Block 4 Top 8110 cover(finished grade). Post location -
4 R35 Mounting Block 4 Bottom 8111 dimensions on centers.
4 3/8 x 2-1/2" Button Hd. Boits 9103112-TR (B)The collars are to be located 7/8"below
4 3/8 x 2"Barrel Nuts 9443092-TR the top of the deck(to the top of the coilar).
Refer to page R3.5-09 for Coilar Assembly
4 3/8"Washers 93.33002 instructions.
4 1/2"SAE Washers 9345002
(C) Never aliow the gap between decks to be
- between 3-1/2"and 9". Deck filiers are
provided for gaps between decks with 8"and
12" rise increments.
(D) Use liquid thread lock(such as Loctite)
with ali threaded hardware that does not
include self-locking nuts.
Specifications �
Step 1. C,�
R35 DECK 1: Place Mounting Blocks on the support collars
Deck shall be constructed using 12 gauge sheet and lower Deck into place, aligning the holes
steei which shail be formed and fabricated into with the Mounting Block holes.
required designs.All steei decks and stepping
surFace shall be punched with a uniform hole pattern Step 2.
and be finished with slip-resistant PVC Secure each corner of Deck to the support
(poly-vinyl-chioride)coating. posYs collars using hardware as shown in
Figure 1 .
MOUNTING BLOCKS:
Shall be two part and precision die-cast from a high Step 3.
strength aluminum ailoy. Finished with a baked on Square and level ail support posts and deck
powder coating. assembiies. Check to ensure that all deck
assemblies are at the specified heights above
HARDWARE: the ground cover level.
Shaii be zinc/nickel plated, gaivanized or stainless
steel as required to resist rust and corrosion. Step 4.
Fuliy tighten ali fasteners.
Maintenance
Periodicaily tighten all screws, bolts and nuts. .
A periodic inspection of all parts is necessary. ��
If a part is broken or worn, replace immediately. � lt
��PL�YCRAFT Manufactured by phone: 800.333.8519 Rev. B
��= Krauss Craft, Inc.
a 1 DECK R3.5-2 (Tri-Dec�c) ASSEII�BLY R3.5- 1102
Page 1 of 2
(" ; Assembly View
� R3.5 DECK 2
�
A2., A2.,
See 4�-- 4�••--�I
Figure 1
Figure 1
3/8"x2—t,[2"
Button �. �
Hd. Bolt
3/8~ �
w Washer�\
. � � e��
/' g g g�
� o o ��g$�
e_� _
( $�g$�g g��e
> $
� �
Mounting ' �
Biock 4 �
Top I �
� ��/
�
m I Mounting
( Block 4
/Bottom
�o
I //� 1/2" SAE
Wosher
v/ I /
�
�
3/8"x2" '
Barrel
Nut \
�-
�C PLAYCRAFT Manufactured by Phone: 800.333.8519 Rev. C ��
J�� Krauss Craft, Inc.
DECK R3.5-2 Tri-Deck) ASSEMBLY R3.5- 1102 � ' . �
� Page 2 of 2
�..
Parts List Instailation ��
QTY. DESCRIPTION PART# _ . Notes:
1 R3.5 Deck 2 8115 (A)All deck heights on your system's top view
drawing are measured from the top of ground
3 Mounting B{ock 4 Top 8110 caver(finished grade). Post location
3 Mounting Block 4 Bottom 8111
dimensions are on centers.
3 3/8 x 2-1/2" Button Hd. bolts 9103112-TR (B)The collars are to be located 7/8"below
3 3/8 x 2" Barrel Nuts 9443092-TR the top of the deck(to the top of the collar).
Refer to page R5-09 for Coilar Assembly
3 3i8"Washers 9333D02 � instructions.
3 1/2"SAE Washers 9345002 (C) Never allow the gap befinreen decks to be
� between 3-1/2"and 9". Deck filiers are
provided for gaps between decks with 8"and
12"rise increments.
(D) Use liquid thread Vock(such as Loctite)
with a41 threaded hardware that does not
include self-locking nuts.
Specifications Step 1. �1
R3.5 DECK 2 (TRI-DECK): Place Mounting Blocks on the support coi{ars � ,,l
Shall be constructed using 12 gauge sheet and lower Deck into ptace, aligning the holes
steef which shall be formed and fabricated into with the Mounting Block holes.
required designs.All steel decks and walking Sfgp 2
surfaces shall be punched with a uniform hole
pattern and be finished with slip-resistant PVC Secure each corner(3)of Deck to the support
(poly-vinyl-chloride)coating. post's coiiars using hardware as shown in
Figure 1 .
MOUNTING BLOCKS: Steg 3.
Shafl be two part and precision die-cast from a Square and level ail support posts and deck
high strength aluminum alloy. Finished with a assemblies..Check to ensure that ail deck
baked on powder coating.
assemblies are at the specified heights above
HARDWARE: the ground cover levei.
Shall be zinc/nickel plated, galvanized or
stainless steei as required to resist rust and Step 4.
corrosion. Fuify tighten ail fasteners.
Maintenance
Periodically tighten all sc�ews, boits and nuts.
A periodic inspection of all parts is necessary.
If a part is broken or worn, replace immediately.
C�._�
��PLAYCRAFT Manufactured by Phone: 800.333.8519 Rev. C
� Krauss Craft, inc.
' � 1202
_ � STEP DECK ASSEMBLY
Page 1 of 3
, IMPC7RT�►NT NOTES: Read First
CO::.
(A) Use liquid thread lock(such as Loctite°)with afl threaded hardware. Im op rtant: Liquid thread lock(prior to
curing)helps to eliminate the common problem of"thread seizure" in stainless steel hardware by serving as a
lubricant during assembiy. � �
(B) Do not pour concrete until the equipment is completely assembled, leveled and plumbed. Concrete must be
allowed to cure completely before using the equipment(at least 72 hours). ,
(C) Refer to Installation Manual for R3.5-1110-1116 Vertical Deck Fillers or R5-1110-1116 Vertical Deck Fillers
assembly instructions.
(D) Use appropriate compliant protective surfacing and adjust footing depths accordingly. See free publication-
The Handbook for Public Playground Safety, Publication#325 at www.CPSC.gov for the surFacing appropriate
for the fall height of the equipment or consult�you surfacing supply representative.
(E)Vertical Deck Filler required for 12" [305mm]Step Deck to 24" [610mmJ Deck. Vertical Deck Filler optional for
6" [152mm]Step Deck to 12" [305mm] Deck. Vertical Deck Filler required for all Canadian Step Deck heights.
FIGURE 1
Step Deck Assembly
. a
�f
. o . o
See Installation Manual Sections
R3.5-1110-1116 or • � ' . ° � �
R5-1110-1116 Vertical Deck Fillers • � a °
.,
. �
. -
.
.�
.�
�%-- ' -
� ' �'�- `'
�'�- , ''�--- .
� � ' ' --1
� � ���--- ;
�
� ,
NOTE: 12" [305mm] Step Deck to 24" �.i�, � ;
[610mm] Deck Configuration shown. �-�_y_____,�
Other con�gurations will vary slightly,
��.;
but do not affect the assembly.
��P LAY C�A FT Manufactured by Krauss Craft,Inc. For Customer Service Call Rev E
www.playcraftsystems.com 800.333.8519(U.S.A.)or 6/22/2009
� 541.955.9199(International)
STEP DECK ASSEMBLY �202 � � �
Page 2 of 3 ` �
Ste 1 Footing Detail ��'
p 12" Step Deck
Refer fo Foofing Layout and mark footing hole locations.
Dig (1) 12"x 30" oblong footing hole. Refer to Footirrg � •
Detail for depth and detaiis.
IMPORTANT: For areas with soft soi!conditions, larger
footings may be required.
* Footing depth must be adjusted to compensate for
the depth/thickness requirements of selected safety
surfacing. See Section 06.1 of the Installation Manual.
. . . .
12"
LOOSE FtLt GROUND COVER: (Finish Grade) [305mm]
Impact attenuating(resilient)surtacing ��'.:s:..-: =:::;•-� °:
9"compacted or 12"uncompressed depth °� '`•:, � ��-��- .�•
Compacted depth shown.(See Note D) (Top of�Soil � " : ''�
Optionat Filter Fabric Over . .o • 24�" *
2
Pea Gravel(for drainage) � � ' �rj�" [622mm)
ConcreteFooting '- • � �394mm�
Footing Anchor � a• � ' ,
(welded 5/8"Rod) � a�
BIOCki�g,SB@ 000000�oo�oo 00 00 00
Installers Manual '° °o 00 00 0000000000
2b Stone,drain rock _ .. _ ,. „ , .. . .. - �
Undisturbed Soi! �
Footing Detail �-'�
6" Step Deck
Top View - Footing Layout
o ,
�
6"
[152mm]
. . . . . .
�
;,-.� _ �.. ;: �
o . - o
--- -- - : 30��� *
, � � , a. 2
� -� - �� .: •� �� 21�,� [775mm]
� ` . �.
� �: � . ". [546mm]
�\` � a. . •
-- ----- �a�
���� 30,� 12�� o��o��oo�o��0000�oo�go
[180mm] [762mm] [305mm] .. .. .. .. . .. .. .. .. �
. � ��
��PLAYC RA FT For Customer Service Call
Manufactured by Krauss Craft,lnc. 800.333.8519(U.S.A.}or Rev E
www.playcraftsystems.com 541.955.9199(International) 6�22�2009
' � 1202
STEP DECK A,�SEMBLY page3of3
�. .
3/8"x 1-1/4" Ste p 2
Button Head Bolt �
3/8"x 1"O.D.
Washer � Attach the Step Deck 2 to the Step Deck Leg as
STEP shown in Figure 2. (See Note A)
DECK 2
°' m 1 Step 3
m �
, m
.m
sis^X�^o.o. ' If required attach Vertical Deck Filler. (See Note C)
Washer �
� Step 4
3/8"Lock
Nut
STEP DECK
LEG Fully tighten all fasteners according to the
"TIGHTENING TORQUE FOR HARDWARE"
section of the Installation Manual.
Ste p 5
Place in footing hole.Plumb and level entire
component. Pour concrete into footing hole.Allow
at least 72 hours to cure before using this
equipment. (See Note B)
_ Ste p 6
���� Figure 2 Place appropriate compliant protective surFacing
under and around Step Deck Assembly.
(See Note D)
Specifications Parts List
STEP DECK 2: Part# DESCRIPTION QTY.
Shall be fabricated using punched and formed 12 CE-4150 StepDeck2 �
gauge sheet steel. The Step Deck#2 shall be Fs-a2o2 Step Deck leg 2
Play-Tuff T"^coated after fabrication. s�osos2-TR Solt Button Head 3/8°x�-iia^ a
STEP DECK LEGS' 9333002 Washer Flat 3/8"x 1"O.D.x.100"thick 8
Shall be fabricated from 1.660" O.D. 11 gauge sa�soo2 Nut Lock 3/8° a
steel tubing welded to a 10 gauge mounting
bracket. Step Deck Leg shall have a multi-stage
baked-on powder coat finish. M a��"�te�"�a n(+e
HARDWARE: Periodically tighten all screws, bolts and nuts. A
Shall be stainless steel, zinc/nickel plated or periodic inspection of all parts is necessary. If a part
galvanized as required to resist rust and corrosion. is broken or worn, replace immediately. For general
maintenance please refer to our Playground
� , Maintenance Manual.
���PLAYCRAFT ForCustomerserviceCall , R@V E
Manufactured by Krauss Craft,Inc. 800.333.8519(U.S.A.)or
� www.playcraftsystems.com 541.955.9199(International) 6/22/2009
r 1 �TEPS, ADA w/ Walts 24"H Ass . R5- 1206-24
y Page 1 of 2
,
� ; Assembly V�ew
- Figure 1
� See See Fig.�1 � �
DECK .
Flg. 4 (Upper)
' 3/8"
Washer
� 4 PI. � �Lo k Nut
, 3Washer � 4 PI. �
36' a Pi.\ J° � 1�
� �Y
36" �
�
, 3�� 3/\t-1/2"� �S
Button Hd. �
10-7�8�� / Bolt. 4 Pi.
ADA STEPS
See �-30��� F i g u re 2
See F� 3
Fig. 2 g•
3/8"
Lock Nut
4 PI.
_, ADA STEPS / 3/8"
� Washer
o A��4 PI.
O
�
� �
3/8��0 �
Wosher o
Figure 3 4 P' �
Back View B tsa�Hd2"
Bolt, 4 PI.
DECK
(Lower) F i g u re 4
STEP
�D.�
� BAFFLE �.
1 Socket Clamp
Assemb{y
O -O � See Page 11
/8 Places
A'�o— � �s
o �� �
�
EACH BAFFLE
(3) 3/8"x1-1/4" Button Hd. Bolts, �
— (6) 3/8" Washers, ond
(3) 3/8" lock Nuts
�
Manufactured by phone: 800.333.8519 Rev. G
��PlAY�CRAFfi Krauss Craft, Inc.
R5- 1206-24 .
STEPS, ADA wl Wai1s 24"H Assy. page 2 of 2 . ' .
Parts List Installation Q
QTY DESCRIPTION PART# Notes:
1 ADA Step 24-26 4203 , . ,
(A) Check to ensure that the heights of the
2 Angled Waiis for 24" rise FS-1206-24R installed Decks have a 24"difference in
2 ADA Step 24-36 Baffie 4306 height.
8 Socket Clamp Assembly see Page 11 (B) install coilars as shown on assembly
28 3/8"Washer 9333002 page 09. Refer to the Assembly View for
distances (reference top of deck to tops of
14 3/8" Lock Nut 9413002 collars).
6 3/8"x1-1/4" Button Hd. Bolt 9103062-TR
(C) Use liquid thread lock(such as Loctite)
8 3/8"x1-1/2" Button Hd. Bolt 9103072-TR with all threaded hardware that does not
include self-locking nuts.
Step 1.
Attach the ADA Steps to the face of the
decks using the hardware shown in Figure 1
and 2.
Step 2.
Attach the Baffles to the lower deck and �)
side of the Step using the hardware shown �.,-
Specifications � �n Figure 3.
STEPS: Step 3.
Walking surface shall be fabricated using 12 gauge Aftach the Walls to the collars with Socket
punched steel sheet with reinforcing cross members Clamps as shown in Figure 4.
and gussets. Each Step is PVC coated after fabrication.
Step 4. ,
STEP WALLS: Fully tighten all fasteners.
Shall be fabricated of 1" standard pipe and solid 5/8"
rod. Finished with a baked on powder coating.
BAFFLE:
Formed 12 gauge steel, powder-coated brown.
HARDWARE:
Shall be zinc/nickel plated, galvanized or stainless steel
as required to resist rust and corrosion.
Maintenance
Periodically tighten all screws, bolts and nuts.
A periodic inspection of all parts is necessary. —
If a part is broken or worn, replace immediate�y. ( �
���� : : Manufactured by phone: 800.333.8519 Rev. G
�,�PlAY.C:R���T Krauss Craft, Inc.
1/���. ��'�� �ILL vv/ ��L� ���.L� R3.5-1211-NV1►
C" Page 1 of 3
, .�4ssembty �ie�nr
I� '� � '
� .
� �
See ' � �
Figure 1 �
� See
� � ° Figure 2
NOTE: Measure
top of collar to ' �
top of deck 28�• � e
�
. �
• � See
. . Figure 2
. 6
See °
�
Fig. 1
�:
Figure 1
3/8" x 1" O.D.
, ' -- ._._.8 /Washer (6) PI.
�—— _" —— a —"—Q'--—+�t
o � /
.
— — —a v �
' � �—" — —8 � 3/s°X�—,/2•
� �— _B Button Hd.
Bolts (6) PI.
�— --� 8 0
1 , � � 4
3/8'
Lock 3�g" X Q
N6 t PI. 1" O.D.
� ) Washer SPIRAI
(6) PI. STEP FIL�ER
W/ HALF o
WALLS 0
AOJOINING
OECK
. 0
�--_.� o
p�_ � —� —
3/8"X�—�/2" ——'——9 —�
Button Hd. --Q ._
Bolts (6) PI.\ �_ _ . — � ——o o �
_"8— -_�
U�s---\ __ '"" '—m 3�8„
a Lock
3/8" x Nut
1" O.D. —� (6) PI. o
' Washer 3/8" x t" O.D. �
(6) PI. Washer, 6 PI.
� ���PC�YC`�AFT Manufactured by phone: 800.333.8519 Rev. D
�� Krauss Craft, inc.
VERT. STEP FILL w/ Hi4LF WALLS R3.5-1211 -HW
Page 2 of 3 f`���
��
s/ax�"
Button Hd. /�
801\3 PI. 3/8" x Wall � � �----3/Sx5/8"
1" O.D. Bracket Barrel Nut
Washer 3 PI. g � 3 PI.
3 PI. /� ���2" SAE
/ Washer 3 PI. '
3�8„ �
1 O.D
Washe /� ,
3 PI.
3/8x1-3/4° �
Button Hd.� �
Bolt
� 1/2•' SAE
� Washer, 3 PI.
\
e\ � 3/8x5/8'
�� Barcel Nut
�3 F'1.
/
/
/
/
SPIRAL SLIOE
� WAIL
e
�
Figure 2 ��-��
�
�
3/Sx1"/
Butto� Hd. �
Boit \
\�\
STEP ���
FILLER
YVITH /
HALF //
WALL /
(1 PC)
�o �o�o
00 0 00 �
oa o°0000
opOOO°°o
oo°000°oo
oo�000
00000 /
o°o° Socket
° � ,� Clom
� g,H x�« Assembly ,
8oit nq � � see Pg. 11 •
. � ��y� V � � �
3/Sx1-3/8" / T �
Shoulder 8olt e
3/8" x Muunting
1" �.D. 9
Washer �
� m
� /
T / ,�
`
;��PLAY�RAFT Manufactured by Phone: 800.333.8519 Rev. D
. , ' Krauss Craft, Inc.
-- �'��1�. S�i'�P ��LL �// �-6��� VI(A�L� �3.5-1211 -Hl�i/
Page 3 of 3
Parts List � � I�sta�la�ion �
NOTE:
QTY. DESCRIPTION PART# (A)Use liquid thread lock(such as Loctite)
1 Vert. Step Filler R35 w/Half iNaUs 8205 with all threaded hardware that does not
include self-locking nuts.
6 Wali Brackets 4466
2 Socket Clamp Assembly See Pg. R3.5-11 Step 1.
2 Mounting Lugs 8�113 Locate Collars as shown in Assembly View.
10 3/8"x 1"Button Hd. Bolts 9103052-TR Refer to Pg. R3.5-09 for collar assembly to
post.
12 3/8"x 1-1/2"Button Hd. Bolts 9103072-TR
2 3/8"x 1-3/4"Button Hd. Bolts 9103082-TR Step 2.
Attach Step Filler to Spiral Slide Deck and
2 � 3/8"x 1-3/8"Shoulder Bolts 9143062-TR Adjoining Deck as shown in Figure 1.
36 3/8"x 1"O.D.Washers 9333002 Step 3.
14 1/2" SAE Washers 9345002 Attach Step Filler to Spiral Slide Walls as
12 3/8"Lock Nuts 9413002 shown in Figure 2. Refer to Pg. R3.5-11 for
Socket Clamp assembly.
12 3/8"x 5/8" Barrel Nuts 9443022-TR
Step 4.
Fully tighten all fasteners.
BEFORE SHIPPING,ASSEMBLE
STEPS TO BACKSIDE:
QTY. DESCRIPTION PART#
6 3/8"x 1-1/2"Button Hd. Bolt 9103072-TR
6 3/8"x 7/8"O.D. Washer 9333042
6 1/2"SAE Washer 9345002
6 3/8"x 5/8"Barrel Nut . 9443022-TR
Specifications
SPIRAL SUDE STEP FILLER:
Shall be constructed of 3/4"thick, high-density
plastic.
MOUNTING LUGS:
Shall be precision die-cast from a tiigh strength
aluminum alloy. Finished with a baked on powder Maintenance
coating.
HARDWARE: Periodically tighten all screws, bolts and nuts.
Shall be zinc/nickel plafed, galvanized or stainless A periodic inspection of all parts is necessary.
steel as required to resist rust and corrosion. If a part is broken or worn, replace immediately.
C
Manufactured by Phone: 800.333.8519 Rev. D
;��PLAYCR��T Krauss Craft, Inc.
� � GRIP CLIMBER 1216
Page 1 of 5
� , IMPORTANT NOTES: Read �irst
��
(A) Use liquid thread lock(such as Loctite)with all threaded hardware. Important: Liquid thread lock(prior to
curing)heips to eliminate the common probiem of"thread seizure" in stainless steel hardvirare by serving as a
lubricant during assembly. � •
(B) Do not pour concrete until the equipment is completely assembled, leveled and plumbed. Concrete must be
allowed to cure completely before using the equipment(at least 72 hours).
(C) Refer to Installation Manual for 09 Collars, 11 Socket Clamps and 1309 Half Wall assembly instructions.
(D) Use appropriate compliant protective surFacing and adjust footing depths accordingly. See free publication -
The Handbook for Public Playground Safety, Publication #325 at www.CPSC.gov for the surfacing appropriate
for the fall height of the equipment or consult you surfacing supply representative.
FIGURE 1 See Installation Manual
Sections 09 Collars, 11 Socket
Grip Climber 36" Clamps and 1309 Half Wall
� Figure 1.1
.�
�.
:�.
:.�' •�� ,
�'='� .
.";'�' .,
:�.
� Figure 1.3
Figure 1.2 �� ' '�
.:�' .':�.
.
•,�:�
• Figure 1.4
;� .
.
A�T�.
I �`\�� � ' �
1 j �--' I
�; � /�See Footing Detail
NOTE: R5 Configurations .� �
--, shown. R3.5 will vary slightly, but �����__, J
� � does not affect the assembly. '
��PLAYC R AFT Manufactured by Krauss Craft,Inc. For Customer Service Call Rev I
www.playcraftsystems.com 800.333.8519(U.S.A.)or g/24/2009
�� 541.955.9199(International)
GRtP CLIMBER 1216 � ' '
Page 2 of 5 ' �
Step 1 . ��
)
Refer to Footing Layout and mark footing hole locations.
Dig (1)ID 12"x 24"x 18"deep oblong footing hole. , .
Refer to �ooting Detail for depth and details. �
IMPORTANT: For areas with soft soil conditions;larger
footings may be required.
Footing Detail
39"
[991mm]
° LOOSE�ILL GROUND COVER:
Impact attenuating(resilient)surfacing
9"compacted or 12"uncom ressed depth
Compacted depth shown.�See Note D)
.�
(Finish Grade} �j
(Top of Soil) "`'' -� I
Optional Filter Fabric Over �. ° 27�� *
Pea Grave!(for drainage) ,�8n
Concrete Footing .� �686mm�
. Blocking,See [457mm]
Insiallers Manual Q
2b Stone,drain rock „o�,o�Qo
Undisturbed Soil '�'�' '
.h
* Footing depth must be
Top View - Footing Layout adjusted to compensate
for the depth/thickness
�X� requirements of selected
See Chart safety surfacing. See
Section 06.1 of the
e .
24" Installation Manua!
.• . .•. . . . [610mm)
:RT: . '�: . . .���:, � •r �.
••��' . :�r:. . . :�� ��'
'�' Deck Height (X)in. (X) mm,
•:•: :•.•: : •:•:• '•:� 24" 51 13/16" 1315
'���'�'•'�'�.•�•�• •�'~• 30" 5115/96" 1319
° T2n 36" 59 9/16" 1513
[3Q5mm) 42" 561/16" 1424 ---��
48" 519/16" 1310
�P L AY C R A F T For Customer Service Call Rev 1
� Manufactured by Krauss Craft,Inc. 800_333.8519(U.S.A.)or
www.playcraftsystems.com 541.955.9199(International) 8/24/2009
� ° G�IP CLIMBER �216
Page 3 of 5
�_ � Step 2 (Factory Assembled)
FOR DELUXE GRIP CLIMBER ONLY: • o °
Assemble Deluxe Grip Climber as shown in - , , . -
Figure 2. (See Note A) . � :-, - ' ' '' -
Step 3 . = .
Locate and attach collars at height shown in aia°Lock Nut . . :¢ : . '
Footing Detail. ?'
4 3/8"x1" . _�:
Ste p O.D.Washer . '
Locate Haif Wails and attach to coilars. ' �
(See Note C)
IMPORTANT: DO NOT attach Half Walls to
deck until Step 5.
FIGURE 2
Ste p 5
3/8"x 1-1/4"
Button Head Bolt Attach Ramp Brackets and Half Walls to deck
as shown in Figure 1.1.
3/8"x 1" DECK
O.D.Washer NOTE: Use (2)3/8"x 1-1/2"Button Head Bolts
�„�' included with Grip Climber to attach Half Walls
o to deck. (See Note A)
3/8"x 1-1/2"
Button Head Bolt
RAMP
BRACKET 3/8"x 1"
� O.D.Washer
0
� � 0
0
0 0 3/8"Lock Nut
3/8" � 0
0 Lock 0 � 0 0 0
. Nut 0
3/8"x 1" 0 0
O.D.Washer �
Figure 1.1 0 0 0 0
e
o �
�
3/8"x 1-1/4"
Button Head Bolt
S��� � GRIP
CLIMB GRIP
WALL �MP
• FOOT
Attach Grip Ramp Foot to Grip Climb Wall as shown
in Figure 1.2_ (See Note A)
�.��,
Figure 1.2
�P L AY C R A f T For Customer Service Call Rev 1
�� Manufactured by Krauss Craft,Inc. 800.333.8519(U.S.A.)or $�24�2��9
www.playcraftsystems.com 541.955.9199(International)
GRiP CLIMBER '�2�6 � • •
Page 4 of 5 ' �
Step 7
� C�
Place Grip Ramp Feet in footing hole and attach Grip
Climb Wall to Ramp Bracket as shown in Figure 1.3.- . .
(See Note A)
GRIP
CLIMB �
WALL
.''
� �
1/2"HDG 1/2"x 1-1/2"
Washer gutton Head Bolt
Grip m ° o Figure 1.3
O
O p O �
� � p O
O � p � �•
O O � � �
O m � �
° Step 8
O p a p
O � � �
o Attach grips in desired arrangement using
� hardware shown in Figure 1.4. (See Note A)
0 0 0
� O � 3/8"x 1"
O � p � O.D.Washer Step 9
O � \�
O �
0 0 � Fulty tighten ail fasteners according to the
o � "TIGHTENING 70RQUE FOR HARDWARE"
section of the Installation Manual.
3,8��x 1-1/4�� Ste p 'I 0
Burion Head Solt
� Figure 1.4 Plumb and level entire component. Pour cor�crete
into footing hole.Allow at least 72 hours to cure
before using this equipment. (See Note B)
Step 11
Place appropriate compliant protective surfacing
under and around Grip Climber. (See Note D) � `)
�...:
�P L AY C R A f T For Customer Service Call
Manufactured by Krauss Craft,inc. 800.333.8519(U.S.A.)or Rev I
� www.playcraftsystems.com 541.955.9199(International) 8/24/2009
' GRIP CLINi�EI� 1216
Page 5 of 5
�'� �: Parts Lists Specifications
For 2'deck height GRtP CLIMB WALL:
Part# DESCRIPTION QTY. Shail be fabricated from punched and formed 12
AE-4047 Grip Ramp Foot 3 2 � gauge sheet steel with a hole pattern to provide a
BE-4046 Ramp Bracket 2 variety of attachment points for die-cast aluminum
CE-4370 Grip Climb Wal�60 � grips. Grip Climb Wall shail be Play-TuffT"" coated
GE-4152 Ramp Grip 2-Hole s after fabrication.
GE-4190 Ramp Grip 3-Hole 4
9103062-TR Bolt Button Head 3/8"x 1-1/4" 26 GRIP RAMP FOOT:
9103072-TR Bolt Button Head 3/8°x 1-1/2^ 2 Shall be laser-cut from 1/4" steel. Grip Ramp Foot
9105072 ' Bolt Button Head 1/2"x 1-1/2� 2 shall have a multi-stage baked-on powder coat
9315003 Washer Cut 1/2"HDG 2 finish.
9333002 Washer Flat 3/8"x 1"O.D.x.100"thick 34
9413002 Nut Lock 3/8° s RAMP BRACKET:
Shall be laser-cut and formed from 1/4" steel. Ramp
Bracket shall have a multi-stage baked-on powder
For 3'thru 4'deck heights coat finish.
Part# DESCRIPTION QTY.
AE-4047 Grip Ramp Foot 3 2 CLIMBING GRIPS•
BE-4046 Ramp Bracket 2 Shalt be one piece and precision die-cast from a high
CE-4369 Grip Climb Wa1172 � strength aluminum alloy. Grips come in two styles,
GE-4152 Ramp Grip 2-Hole 6 2-hole and 3-hole. Finished with a vinyl coating.
GE-4190 Ramp Grip 3-Hole 6
9103062-TR Bolt Button Head 3/8"x 1-1/4" � HARDWARE:
9103072-TR Bolt Button Head 3/8^x 1-1/2^ 2 Shall be stainless steel, zinc/nickel plated or
s�oso�2 Bolt Button Head 1/2^x�-v2^ 2 galvanized as required to resist rust and corrosion.
9315003 Washer Cut 1/2"HDG 2
9333002 Washer Flat 3/8"x 1"O.D.x.100"thick 42
9413002 Nut Lock 3/8" 6
Deluxe Grip Climber 3'thru 4' Deck-Parts List
Part# DESCRIPTION QTY.
AE-4047 Grip Ramp Foot 3 2
BE-4046 Ramp Bracket 2
GE-4152 Ramp Grip 2-Hole 6
GE-4190 Ramp Grip 3-Hole 6
9103062-TR Bolt Button Head 3/8"x 1-1/4" 34
9103072-TR Bolt Button Head 3/8"x 1-1/2" 2
9105072 Bolt Button Head 1/2"x 1-1/2" 2
9315003 Washer Cut 1/2"HDG 2
9333002 Washer Flat 3!8"x 1"O.D.x.100"thick 42
9413002 Nut Lock 3/8" 6
e uxe rip �m er t ru ec .
-Assembled Parts List M a i n te n a n ce
Part# DESCRIPTION QTY.
CE-0043-I Deluxe Grip Climber-Insert � Periodically tighten all screws, bolts and nuts. A
CE-0043-R Deluxe Grip Climber-Ramp � periodic inspection of all parts is necessary. If a part
9333002 Washer Flat 3!8"x 1"0.0.x.100"thick pp is broken or worn, replace immediately. For general
9413002 Nut Lock 3/8^ Zo maintenance please refer to our Playground
�:_l
Maintenance Manual.
� P LAY C R A FT For Customer Service Call Rev I
�� Manufactured by Krauss Craft,Inc. 800.333.8519(U.S.A.)or
www.p(aycraftsystems.com 541.955.9199(International) 8/24/2009
. �
� '�EDROCK CLIMBER 36"H - 72"H 1228-34/-56
Page 1 of 4
�-: , IMPORTANT NOTES: Read First
(A)Use liquid thread lock(such as Loctite�)with atl threaded hardware.�I�m�� ��ortan�t�: Liquid thread lock(prior to
curing)helps to eliminate the common problem of"thread seizure"in stam es' I s steet hardware by serving as a
lubricant during assembly. � � .
(B) Do not pour concrete until the Equipment is completely assembled, leveled and plumbed. Concrete must be
ailowed to cure compietely before using the equipment(at least 72 hours).
(C) Use appropriate compliant protective surfacing and adjust footing depths accordingly.See free publication-
The Handbook for Public Playground Safety, Publication#325 at www.CPSC.gov for the surfacing appropriate for
the fall height of the equipment or consult you surFacing supply representative.
(D)This Assembly requires additional Assembly Pages. See also Assembly Page R5-09/R3.5-09 Collars,
t�5-11/R3.5-11 Socket Clamps, and R5-1309/R3.5-1309 Half Wall (Handle)Assembly.
(E)All bolt threads protruding beyond the nut must be cut and de-burred until end is smooth to the touch.Sharp
edges and/or points of any kind must be eliminated. No more than finro threads may be exposed beyond the end of
the nut.
Assembly Views cR5 Bedrock Climber Shown)
1228-34 Bedrock Climber 1228-56 Bedrock Climber(Rear View)
� 36-48" Deck Height 54-72" Deck Height
See Assembly Page See Figure 4
R5-1309/R3.5-1309 Climber to Deck
Half Wall (Handle) Connection
Assembly
(� See Figure 1 � �
`�::�-` Climber Extension
Connection
� See Figure 2 ,
� �' : `--* �'
4�- ;_ ,� - Leg Connection t �- t , � �
See Figure 3 = _ , ', _ � �
,
Footing Detail �.- j i �j j ;- -'_�� - > -
�_�,r .;� � ,..- ti
�r�-- '
� � � I �
� � „ (
46 13/16" ' 46 13/16 �
[1188.39] I [1188.39] I
� �
15 11/16"
�j ,� �.�.� , � � -�:-; , �: � '` [398.33]
��. .% \� ' \ .i �l� \ : .� :
15" 15"
[381.00] [381.00] 15" ~ ' '� ` � 15"
[381.00] � � [381.00�
1228-34 Bedrock Climber 36-48" Deck Height 1228-56 Bedrock Climber 54-72" Deck Height
Footing Layout
Top View
�_:
��PLAYC 6AFT Manufactured by Krauss Craft,Inc. For Customer Service Call
www.ptaycraftsystems.com 800.333.8519(U.S.A.)or Rev B
541.955.9199(International)
BEDROCK CLIMBER 36"H - 72"H 1228-34/-56- ' '
Page 2 of 4 " •
E!evati o n See Figure 3 for Footing Detail.
Side View �-�
36"�' 42"' 48"s
[s�2.s4�
[�oss.2�7 (�2so.�sa
; � � � ; �
.
; I 39"ss � I 33"*s � � 27^*s
� I [990.85] I � [838.45] � �[686.05]
� I � I � � �
, � � � � � �
1228-34 � � 1228-34 � � 12„ ' ' ' 1228-34 �`� 12�
Bedrock Climber 12� ��° �� Bedrock Climber Bedrock Climber �3o4.eo]
36' Deck Hei ht [3o4.eo]
' g [3oa.so] 42"Deck Height 48"Deck Height
.
[1370.73] [1523.67]
i i ; ; ,/
i i �`�
� i
� 1 45"ss � � 39"ss
i i �1146.43] [994.73]
i i
i i
�-� i_�i
1228-56 1228-56 12" :,.,,-„ -�;��- :
Bedrock Climber t2� f �" � [�4.so] 12„
3o4.so � Bedrock Climber
54"Deck Height � �304.80� 60"Deck Height [3o4.so]
*Dimension given is
from Top of Deck to
Top af Finish Grade.
*'Bedrock Climber
ss"* 72"* footing depths vary
�1678�y� [�a3t.83] depending on height
of adjoining deck.
( � � I
I I 33^s: 1 { 27"�:
! � Caaa.s�� ! ;[saa.ss�
� � � � . .
, � 1
1 1 1 Z� 'T�'i J�•:J-�.�r!x'
1228-56 `-' 72" : : _- � - 7228-56 `'' [3oa.s0] t2
Bedrock Climber I304.80] y2„��' Bedrock Climber p
[304.80] -- ��
66"Deck Height [3o4.so] 72"Deck Height �`
�
;��PLAYC RAFT Manufactured by Krauss Craft,Inc. For Customer Service Call
www.ptaycraftsystems.com 800.333.8519(U.S.A.)or Rev B
541.955.9199(International)
. .
� �EDi�OCK CLtMBER 36��H - 72"H 1228�34/-56
Page 3 of 4
�
Figure 1 � Figure 2
Climber Extension � BEDROCK Leg Connection
Connection , CLIMBER
� BEDROCK
� 3/8"Molded-In � CLIMBER/
' Threaded Insert EXTENSI,ON
� 6 P� �
� ' 3/8"Molded-In
1/2"Pre-Drilled Threaded Insert
. Hole;6 PI. ; � 6 PI.
BEDROCK I ;
CLIMBER 3/8"x 1"O.D.
EXTENSION I Washer,6 PI.
3/S"x 1"O.D. �
Washer,6 PI. 3/8"x 3/4"Button
\ 1\�\ � � Head Bolt,6 Pi.
3/8"x 2"Button
Head Bolt,6 Pt. p BEDROCK
1 CLIMBER
BEDROCK � 8 LEG,3 PI.
EXTENSION
SUPPORT,3 Pi.
�'.
Half Wall Assy.
F i g u re 3 48" Deck Height Shown F i g u re 4 See Pg.R5-1309/
See Elevation View for R3.5/1309
Footing other Deck Heights Climber to Deck DECK
Detaii Connection, 6 PI,
(Finish Grade) 25isa^Pre-oriued
,i Hole,6 PI.
9"Loose Fill Compacted � •
Protective Surfacing (shown)
{Top of Soil) See Note C !�
Optionai Filter Fabric Over �a` '°� 27a* ��
Pea Gravel(for drainage) ' [685.80 mm] �
Concrete Footing 18�
° [457.20 rsim]
Footing Anchor „ • A 3/8"Lock Nut
(welded 5/8"Rod) �
3/8"x 1"O.D.
8tocking,See a� � :�f Washer
Instaliers Manual �„�' �
_�..-_.i,--�I_�,_=:
2b Stone,drain rock ;�--:��— � - �2„ 3/8"x 1"O.D,
/ [304.80 mm Washer
Undisturbed Soii � y �
3!8"x 2-1/4"
Button Head BoR
*Footing Depth must be adjusted to BEDROCK
compensate for deck height and the CLIMBER
depth/fhickness requirements of selected
safety surfacing. See Pg. 06.1 of fhe
tnstatiation Manual.
�_
Manufactured by Krauss Craft,Inc. For Customer Service Catt
;��PLAYC RAFT 800.333.8519(U.S.A.)or Rev B
www.playcraftsystems.com 541.955.9199(International)
BEDROCK CLIMBER 36"H - 72"H 1228-34/-56 � � � '
Page 4 of 4
Parts List Installation
1228-34 Bedrock Climber 36-48" Deck Height Step 1. �,'J
PART# DESCRIPTlON QTY. *Use this step for 54-72" Deck Heights Only*
004722 Bedrock Climber 4'H � Loosely attach Bedrock Climber Supports to the
FS-1228-08 Bedrock Climber Leg#2 3 �8edrock Climber.Refer to Figure 1 for hardware type
9103032-TR 8olt Button Head 3/8"x 3/4" 6 and orientation.
9103102-TR Boit Button Head 3/8"x 2-1/4" 6 Step 2.
9333002 Washer Flat 3!8"x 1"x.100 thick 18 Loosely attach Bedrock Climber Legs to the Bedrock
9413002 Nut Lock 3/8" 6 Climber/Extension. Refer to Figure Z for hardware type
and orientation.
Parts List Step 3.
1228-56 Bedrock Climber 54-72" Deck Height Apply liquid thread lock and fully tighten all fasteners
PART# DESCRIPTION QTy, according to the "TIGHTENING TORQUE FOR
004722 Bedrock Climber 4'H � 1 HAF2DWARE"Section of the lnstallation Manual.See
004723 Bedrock Climber Extension 1 Note A.
FS-1228-08 Bedrock Climber Leg#2 3 Step 4a.
FS-1228-EXT Bedrock Extension Support 3 *Use this step for 36-48"Deck Heights Only*
9103032-TR Bolt Button Head 3/8"x 3/4" 6 Refer to Footing Layout and ma�k footing hole tocations.
9103092-TR Bolt Button Head 3/8"x 2" 6 Dig(3) 92"f�footing holes. Refer to Figure 3 and the
91031b2-TR Bolt Button Head 3/8"x 2-1/4" 6 corresponding elevation view for depth and details.
9333002 Washer Flat 3/8"x 1"x.100 thick 24 �MPOfZTANT: For areas with soft soit conditions, larger
9413002 Nut Lock 3/8" s footings may be required.
Step 4b.
*Use this step for 54-72"Deck Heights Only*
S pec if i eati o n s Refer to Footing Layout and mark footing hole locations.
Dig(6)12"!7�footing holes. Refer to Figure 3 and the
BEDROCK CLlMBER 4'H: corresponding elevation view for depth and details.
Shali be construoted of UV-stabilized, rotationally IMPORTANT: For areas with soff soif conditions, larger
molded, Linear Low Density Polyethylene with an footings may be required.
average double watl thickness of 3/8". The Bedrock Ste 5: �'� �
Climber 4'H shall be approximately 46"in width, 24"in Set Bedrock Climber Legs/Supports into footing holes. —
height,and 30"deep. Loosely attach Bedrock Climber to Deck face.Attach
Half Walls to Post Collars and Deck. See Note D. See
BEDROCK CLIMBER EXTENSION: also Assembly Page R5-1309/R3.5-1309 Half Wall
Shall be constructed of UV-stabilized, rotationally (Handie)Assembly. Refer to Figure 4 for hardware type
molded, Linear Low Density Polyethylene with an and orientation. Use bolts supplied with Bedrock
average double wall thickness of 3/8". The Bedrock Ciimber as shown in Fi�ure 4 when attaching Half Wall
Ciimber Extension shall be a roximatel 46"in width, fo the Deck.AIt bo(ts with more than fwo threads
PP Y exposed beyond the end of the nut shouid be cut and
24"in height, and 30"deep. de-burred. See Note E.
BEDROCK CLIMBER LEG#2: Step 6:
Shatl be constructed of a 10 Ga.flat plate with a 1.660" P�umb and level entire component.Block and brace
O.D., 11 Ga. steel tubing leg welded verticaily onto the Prior to pourin�concrete into holes.Appl�liquid thread
base of the plate.There shall also be a 5/8"Round Bar lock and fuliy tighten ail fasteners according to the
footing anchor weided to the bottom of the leg to TIGHTENING TORQUE FOR HARDWARE"Section of
the lnstallation Manual. See Note A. Pour concrete into
increase support in the footing.The Bedrock Ciimber footing holes. Refer to Figure 3 for details.Allow 72
Leg#2 has a muffi-stage baked on powder coat finish: hours to cure before using this equipment. See Note B.
BEDROCK EXTENSION SUPPORT: Step 7.
Shall be constructed of a 10 Ga.flat plate with a 1.660" P�ace appropnate comptiant protective surfacing under
O.D., 19 Ga. steel tubing support leg welded verticaliy and around Bedrock Climber. See Note C.
onto the base of the plate.There shall aiso be a 5/8"
Round Bar footing anchor welded to the bottom of the M a i n te n a n ee
support leg to increase supporf in fhe footing.The .
Bedrock Extension Support has a multi-stage baked on Periodicatly tighten alt screws, bolts and nuts.A
powder coat finish. periodic inspection of all parts is necessary. If a part
HARDWARE: is broken or worn, replace immediately. For general
Shall be stainless steel,zinc/nickel plated or galvanized maintenance please refer to our Playground
as required to resist rust and corrosion. Maintenance Manual. � ��
;��PIAYC B�fT Manufactured by Krauss C�aft,Inc. For Customer Service Call
www.playcraffsystems.com 800.333.8519(U.S.A.)or Rev B
541.955.9199(International)
♦ i
� # DtSC CLIMBER �4SSEMBLY R3.5-1233
Page 1 of 2
.---
(__. - Assembly View DiscClimber �
Disc Climber #6 Di3c6 / �
(5Disc) - � 3/8" Figure 1
pisc Climber #1233-5 'Hex Nut
(4 Disc) Q
Disc Climber #1233-4
(3 Disc) � 3/8"x5-1/2"
#1233-3 Hex Bolt
/
See
Figures Figure 2
1 & 2
�,
Figure 3
Install Half Walls when Disc
Climbers are located near deck. Finish
� (Assy. Page 1309) Grade . ,
�`' • •'='�Grounc���• 9
t ..': :�,•; '•'Cover: �
No more � d° ' °� `
than Concrete ,a �
34�� � Footing . • �' 36"
a. . a
. �< '� � .
a „
• � a
. Q
No more � �� � � �
than � _���
34" 24"
21"
Note: Handles point toward each
other and deck when conjunctive
with structure.
�_..�!
���PlAY�CRkFT Manufactured by phone: 800:333.85'!9 Rev. A
!��l► Krauss Craft, lnc.
DISC CLIMBER ASSEMBLY R3.5-1233 � , ' - '
Page 2 of 2
Parts List tnstaltation �_4�
QTY. DESCRIPTION PART# . . No.tes: .
1 Disc Climber Post FS-1233 (A) Use liquid thread lock(such as Loctite)with
all threaded hardware that does not include
Varies Disc Ciimber Disc 4373 self-locking nuts.
1 3/8"x5-1/2" Hex Boit 9123231
1 3/8" Hex Nut 9483601 �B1 The post handles of the Disc Climbers must
be oriented towards each other and the
Pre-Assembled: Ciimber nearest the deck should orient toward
the deck.
1 Disc Climber Top Cap 4442
3 3/8"x3/4" Button Hd. Bolt 9103032-TR (C)When instaUing the Disc Ciimbers place the
center of the footings 21"from aut from the
Per Disc: center of the face of the deck and no more than
3 3/8"x1-1/4" Button Hd. Bolt 9103062-TR 34"from each other.
3 1/4"x3/4" Sq. Drv. Tek Screws 9271032 Step 1.
3 3/8"x7/8"Washers 9333042 Install footing hardware in the base of the Disc
Climber Post as shown in Figure 1.
Step 2.
Dig a 18" dia. footing hole approx. 36"deep.
S ecificatio ns See Figure 3 for placement and Figure 2 for
p footing detail.
� �
DISC CLIMBER POST: Step 9. _"
Place assembied Disc Climber into footing hole
Shall be made of 3-1/2"galvanized round tubing with and pour concrete footing. Allow at least 72
welded on 1.315" OD, 12 gage steel tube handles. hours for concrete to cure before continuing.
Finished with a baked on powder-coating.
DISC C�tMBER DISC:
Shall be roto-molded of UV-stabilized polyethylene
with an average thickness of.250".
HARDWARE:
Shall be zinc/nickel plated, galvanized or stainless
steel as required to resist rust and corrosion.
Mai ntenance
Periodically tighten all screws, bolts and nuts.
A periodic inspection of a!I parts is necessary.
If a part is broken or worn, replace immediately.
\ �
���PlAY�C:RAFT Manufactured by Phone: 800.333.8519 Rev. A
�� Krauss Craft, Inc.
� �
' S�IRAL STEP CLIMBER DECK MOUNT R3.5 � 1234
Page 1 of 3
�'- , IMPORT�4NT iVOTES: Read First
(A) Use liquid thread lock(such as Loctite °)with all threaded hardware. Important: Liquid thread lock(prior
to curing) helps to eliminate the common problem of"thread seizure"in stainless steel hardware by serving
as a lubricant during assembiy. '
(B) Do not pour concrete until the Equipment is completely assembled, leveled and piumbed.Concrete must
be allowed to cure completely before using the equipment(at least 72 hours).
(C)The manufacturers recommended distance between Finish Grade and the first Step Tread is a maximum
of 12"for Spiral Step Climbers.
(D) Use appropriate compliant protective surfacing and adjust footing depths accordingly.See free
publication -The Handbook for Public Playg.round Safety, Publication#325 at www.CPSC.gov for the
surfacing appropriate for the fall height of the equipment or consult you surfacing supply representative.
Assembly View
(Spiral Step Climber 4'H DM shown)
See Figure 3
si s/s" Deck Mount Connection
°- [796.85 mm]
See Figure 1
Step Tread Assembly
"' so°
[1524.32 mm]
See Figure 2 � '
s ;
Footing Detail � �
Deck
(top)
20 �/s"
[511.97 mm]
O*
I
i
21"
See Note C [533.40 mm]
Elevation Footing Layaut
�_. "
Side View(Spiral Step Climber 4'H DM shown) Top View(Climber hidden for clarity)
��PIAYC RAFT Manufactured by Krauss Craft,Inc. For Customer Service Call
� www. la crafts stems.com 800.333:8519(U.S.A.)or Rev E
�_� p y y 541.955.9199(International)
R3.5 - 1234 ` , � '
SPIRAL STEP CLIMBER DECK MOUNT ,
Page 2 of 3
Figure 1 �
Step Tread
Assembly 3/8°X�-va^
2-s P�. eutton Head, ,
Bolt,3 Pf.
\
3/8"x 7/8"O.D.
Washer,3 PI.
� SPlRAl.
� � STEP TREAD
(welded)SPIRAL
� � STEP TREAD MOUNT
�
m �m 3/8"x 7/8"O.D.
Washer,3 Pt.
3/8"Lock Nut w/
Black Cap,3 Pi.
Fi g u re 2 `Footing Oepth must be adjusted
to compensate for the
Footing depth/thickness requirements of
Detail selected safety surfacing.See Pg.
06.1 of the Installation Manual.
(Finish Grade)
9"Loose Fill Compacted
'" ' �� "' ��"��" Protective Surfacing (shown):�;
:::::........................................ •::::::::.
.................. .........
•:�::�(TopofSoilj ::::::::::::::::: � SeeNoteD •.�:::•:::•
.. . ........ . . . ...•:.�:::::.�
..... .... ..... ....... ............ ........ . . . .
Optional Filter Fabric Over 27„k
Pea Gravel(for drainage) [685.80 mm] �
Concrete Footing �BI�
[457.20 mm]
Footing Anchor �
(weided 5/8"Rod)
Blocking,See
Installers Manual
2b Stone,drain rock -� —���I � �2„
Undisturbed Soil [304,80 mm]
Figure 3
Deck Mount �
Connection SP��-
STEP
CLtMBER
3/8"Lock
Nut,2 Pi.
� �
3/8"x 1"O.D.
Washer,2 P!.
� �
� 3/8"x 1"O.D.
e Washer,2 PI.
� �
� m 3/8"x 1-9/4"
Button Head
v
Bok,2 PI.
�_. 1
[�PIAYC RAf T Manufactured by Krauss Craft,Inc. For Customer Service Cail
www.ptaycraftsystems.com 800.333.8519(U.S.A.)or Rev E
541.955.9199(Intemationai)
. r
' SPIRAL STEP CLIMBER DECK MOUNT' �3.5 - 1234
Page 3 of 3
�_ �
Parts List Installation
PART# DESCRIPTION QTY. Step 1. (Factory Assembled)
FS-1234 Spiral Step Climber Assy. , 1 . Attach the Spiral Step Tread(s)to the Spiral Step
9103062-TR Bolt Button Head 3/8"x 1-1/4" 2 Climber. Refer to Figure 1 for hardware type and
9333002 Washer Flat 3/8"x 1"x.100 thick 4 orientation.
9413002 Nut Lock 3/8" 2
Step 2.
Refer to Footing Layout and mark footing hole
location. Dig (1)Ql 12"footing hole. Ref�r to Figure 2
Assembled Parts List - for depth and details. IMPORTANT: For areas with
soft soil conditions larger footings may be required.
Per Spiral Step Tread step s.
PART# DESCRIPTION q'rY, Set the Spiral Step Climber center support into
004420 Spiral Step Tread 1 footing hole. Loosely attach Spiral Step Climber to
9103062-TR Bolt Button Head 3/8"x 1-1/4" 3 Deck face. Refer to Figure 3 for hardware type and
9333042 Washer Flat 3/8"x 7/8"O.D. 6 orientation.
9413162-TR Nut Lock 3/8"with Black Cap 3
Step 4.
Plumb and level entire component.Verify Height of
first Step Tread. (See Note C)Block and brace prior
to pouring concrete into holes.Apply liquid thread
lock and fully tighten alf fasteners according to the
"TIGHTENING TORQUE FOR HARDWARE "
Section of the Installation Manual. (See Note A)
Pour concrete into footing hole.Allow 72 hours to
`� cure before using this equipment. (See Note B)
Specifications Step 5.
SPIRAL STEP CLIMBER: Place appropriate compliant protective surfacing
Shall be constructed of a center support made from under and around Spiral Step Climber. (See Note D)
1.900" O.D. 11 gauge steel tube.The Tread
• Supports shall be welded 1.315"O;D. 12 gauge
steel tube with 1/4"thick welded steel plates for
mounting.The Spiral Step Climber has a multi-stage
baked-on powder coat finish. �
SPIRAL STEP TREAD:
Shall be made from high density 3/4"thick hot
extruded polyethylene sheet plastic specially
formulated for optimum UV stability and color
retention.
HARDWARE:
Shall be stainless steel,zinc/nickel plated or Maintenance
galvanized as required to resist rust and corrosion.
Periodically tighten all screws, bolts and nuts.A
periodic inspection of all parts is necessary. If a part
is broken or worn, replace immediately. For general
maintenance please refer to our Playground
Maintenance Manual.
Q_=
��P1AYC RAfT Manufactured by Krauss Craft,Inc. For Customer Service Call
www.playcraftsystems.com 800.333.8519(U.S.A.)or Rev E
541.955.9199(Intemational)
3 �
' ' DOUBLE SIT DOWN 1�3.5 R3.5-1305
Page 1 of 3
C , IMP�RTANT NOTES: Rea�d �irst
—`" (A) Use liquid thread lock(such as Loctite°)with all threaded hardware. Important: Liquid thread lock(prior to �
curing) helps to elimirlate the common problem of"thread seizure"in stainless steel hardware by serving as a
lubricant during assembly. � � �
(B) Refer to Insta{lation Manual for R3.5-09 Collars and 1702 Double Slide assembly instructions.
(C) Use appropriate compliant protective surfacing and adjust footing depths accordingly. See free publication-
The Handbook for Public Playground Safety, Publication#325 at www.CPSC.gov for the surfacing appropriate for
the fall height of the equipment or consult you surfacing supply representative.
FIGURE 1
Double Sit Down R3.5
.
. �
��
.
�'� •
Figure 1.1
See Installation Manual Section See Installation Manual Section
R3.5-09 Collars 1702 Double Slide
�y`
��P LAY C 6 A f T Manufactured by Krauss Craft, Inc. For Customer Service Call Rev H
� www.playcraftsystems.com 800.333.8519`U.S.A.)or , 7�7�2��9
541.955.9199 International
DOUBLE SIT D4WN R3.5 R3.5-1305 ' z
Page 2 of 3 '
Step 1
Attach Double Slide to deck. (See Note B) DOUBLE S1T
_ OOWN PANEL
0
Step 2 � � °
Attach Back Panels and Double Sit Down Legs �
to Double Sit Down Panel as shown in Figure 2. °
(See Note A)
3/8"x 5/8"
Barrel Nut BACK PANEL
1/2"SAE
Washer g�g��x��g•
O.D.Washer
3/8"x 1-1/2"
Button Head
DOUBLE S!T Bolt
DOWN LEG
39"
Top of Deck to FIGURE 2
Top of Collar
Step 3
Attach collars at height shown in Side View. ���'
(See Note B) �
SIDE VIEW
3/8"x 1" 1/2"SAE
O.D.Washer Washer 3/8"x 2"
Barrel Nut
3/8"x 1-3/4"
Button Head
Bolt DOUBLE SIT
DOWN BRACKET
s
Step 4 °
1/4"x 1-3/8"
Socket Head �
Screw
lnsert ends of Doub�e Sit Down Leg into Double Slide
and attach Double Sit Down to coliars as shown in
Figure 1.1. (See Note A)
3/8"x 5/8"
MOUNTING 1/2"SAE Barrei Nut
Step 5 BLOCK Washer
TOP
MOUNTING
Fully tighten all fasteners according to the eononn
TIGHTENING TORQUE FOR HARDWARE"section
of the InstaNation Manual. sis°x 2-�rz°
ShoulderBolt Figure 1.1 1
(' /
�P�AYC RA�T For Customer Service Caft Rev H
Manufactured tiy Krauss Craft,Inc. 800.333.8519(U.S.A.)or
www.playcraftsystems.com 541.955.9199(International) 7�7�20�9
� R
� � DOUBLE SIT DOWN R3.5 R3.5-1305
Page 3 of 3
<;: ; Specifications Parts List
DOUBLE SIT DOWN and BACK PANEL: Part# DESCRIPTION QTY.
Shail be made from high density 3/4"thick hot BG-8157 Sit Down Bracket Double R3.5 z
extruded polyethylene sheet plastic specialiy - " ec-s�2s Sit Down Panel Double R3.5 �
formulated for optimum UV stability and color
CEt@tlt1011. EG-8123-L Sit Down Back Panel Doubie LH 1
EG-8123-R Sit Down Back Panei Double RH 1
DOUBLE SIT DOWN LEG: Fs-�sos-Ras Sit Down Panei Double R3.5-Leg 2
Shall be fabricated from 1.029" O.D. 14 gauge steel GG-8125 Mount Block 6 Top R3.5 2
tubing with a multi-stage baked-on powder coat GG-8127 Mounting Block 6 Bottom R3.5 2
finish.
9103072-TR Bolt Button Head 3/8"x 1-1/2" 4
MOUNTING BL.00KS: 9103082-TR Bolt Button Head 3/8"x 1-3/4� 2
Shall be two-part and precision die-cast from a high 9143112-TR Bolt Shoulder 3/8�x 2-v2°sH 2
strength aluminum alloy. The Mounting Blocks have 9281062-5 Screw Soc HD 1/4^x 1-3/8^ z
a multi-stage baked-on powder coat finish. ssssooz Washer Flat 3/8~X�°o.o.X.�oo�tn�ck 2
HARDWARE' 9333042 Washer Flat 3/8"x 7/8"O.D. 4
Shall be stainless steel, zinc/nickel plated or ssasoo2 Washer Flat SAE 1/2� �o
galvanized as required to resist rust and corrosion. saaso22-TR Nut Barrel 3/8^X sis•aH s
9443092-TR Nut Barrel 3/8"x 2"BH 2
�_.
Maintenance
Periodically tighten all screws, bolts and nuts. A
periodic inspection of all parts is necessary. If a part
is broken or worn, replace immediately. For general
maintenance please refer to our Playground
� Maintenance Manual.
��P L AY C R A f T For Customer Service Call Rev H
o Manufactured by Krauss Craft,Inc. 800.333.8519(U.S.A.)or
www.playcraftsystems.com 541.955.9199(International) 7�7�20�9
� Y
' HALF WALL and HALF WALL AD�4 R3.5 - 1309/-ADA
Page 1 0# 3
� IMPORTi4�VT NOTES: Read First
(A) Use liquid thread lock(such as Loctite�)with all threaded hardware. Important: Liquid thread lock(prior
fo curing) helps to eliminafe the common problem of"thread seizure" in stainless steel hardware by serving
as a lubricant during assembly. �
(B)This Assembly requires additional Assembly Pages. See also Assembly Page R3.5-09 Collars and
R3.5-11 Socket Clamps.
(C)Collar Locations: The Collar is to be placed 39"at top of collar from top of deck.
Assembly Views
Transfer Point-(1)Half Half Wall,(Pair)
Wall ADA on Tri-Deck (Square Deck Shown} See Assembly Page
� R3.5-09 Collars and
� R3.5-11 Socket Clamps
� See Figure 2
� � Mounting Lug Connection
� See Figure 1
� Half Wall to Deck Connection
. o � o
,
. > ,
- .
Q
"` Dimension �
given is from O 3s�*
Top of Deck to [sso.so mm]
Top of Collar Q
12"** [304.80 mm] • `"
to 18" [457.20 mm] DECK
Maximum Deck Height
for Transfer Point (TOp)
**Dimension � �
given is from O O � �
Finish Grade "
to Top of Deck Q Q 3s"*
0 O [990.60 mm] 42" [1066.80 mm]
� Elevations . 0 0 � Post Spacing
C_ Front Views • ° ° • Top View
Manufactured by Krauss Craft,Inc. For Customer Service Call �
`��PLAYC RaFT 800.333.8519(U.S.A.)or Rev D
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i
HALF WALL and HALF WALL ADA R3.5 - 1309/-AD� � .
Page 2 of 3
�
Figure 1
Half Wall to Deck
Connection 3�a��",-3i8°
HALF Shouider
WALL Bolt,2 PI.
DECK (Front) �/2��SAE�
(Top) Washer,2 PI.
� BOTTOM CASTING
(Left Shown)
�' � 3/8"x 1 O D.I
Washer
�
� 3/8"x 1-1/4"
�_ Button Head
Bolt
3/8"Hex Nut
\
3/S"x 1"O.D.
Washer
C _�
'
Figure 2 �—
Mounting Lug
Connection sis��X�-sia��
Shouid\Bolt
1/2"SAE\
Washer
9 Y Socket
T Clamp Assy.
Pg.R3.5-11
'/ Collar Assy.I
� Pg.R3.5-09
�
HALF �
WALL MOUNTING
(Front) LUG R35
\ !
j��PlAYC RAFT Manufactured by Krauss Craft,Inc. For Customer Service Call
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541.955.9199(International)
' I�ALF WALL and HALF WALL ADA R3.5 - 'I 309/-A��
Page 3 of 3
�"-- Parts List Installation
� (1) Half Wall (Handle) or Half Wall ADA(Skinny) Step 1.
Locate and mark the position of the Coilars on the
PART# DESCRIPTION QTY• � Support Posts. Refer to Elevation View for Collar
-VARIES- Half Wail/Haif Wall ADA 1 �ocations. See Note C. See aiso Assembly Page
008113 Mounting Lug R35 � R3.5-09 Coilars for hardware type and orientation.
008114-UR Bottom Casting R35 Left/Right 1 L/R
See Pg. Socket Clamp Assembly 1 Step 2.
R3.5-11 Loosely attach the Half Wail to the Deck using the
9103062-TR Bolt Button Head 3/8"x 1-1/4" 1 Bottom Casting. For typical Haif Wall installations,
9143062-TR Bolt Shoulder 3/8"x 1-3/8" 3 Ha{f Walls are installed in pairs. For ADA Half Wails
9333002 Washer Fiat 3/8"x 1"x.100 thick 2 installed as a transfer point on a Tri-Deck only(1)
9345002 Washer Flat SAE 1/2" 3 Half Wall ADA is needed.Verify left or right hand
9413002 Nut Lock 3/8" 1 location on Top View of structure prior to installation.
Refer to Figure 1 for hardware type and orientation.
Step 3.
H a I f Wa I I O pti o n s Loosely attach the Half Wall to the Post Collars
using the Socket Clamps and Mounting Lugs. Refer
PART# DESCRIPTION to Figure 2 for hardware type and orientation. See
008103 Half Wall also Assembly Page R3.5-11 Socket Clamps for
008300 Half Wall ADA additional hardware details.
Step 4.
Apply liquid thread lock and fully tighten all fasteners
according to the "TIGHTENING TORQUE FOR
�-'� HARDWARE"Section of the Installer's Manual. See
Specifications Note A.
HALF WALL:
Shall be fabricated using 3/4" High Density
Polyethylene hot-extruded plastic.
BOTTOM CASTING and MOUNTING LUGS:
Shall be precision die-cast from a high strength
aluminum alloy._The Bottom Casting and Mounting
Lugs have a multi-stage baked=on powder coat
finish.
SOCKET CLAMPS:
Shall be finro-part and precision die-cast from a high
strength aluminum alloy.The Socket Clamps have a
multi-stage baked-on powder coat finish.
HARDWARE: M a i n te n a n ce
Shall be stainless steel,zinc/nickel plated or
galvanized as required to resist rust and corrosion. Periodically tighten all screws, bolts and nuts.A
periodic inspection of all parts is necessary. If a part
is broken or worn, replace immediately. For general
_ , maintenance please refer to our Playground
( Maintenance Manual.
\--
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� HORIZ�NTAL LADDER 1406
Page 1 of 2
�
� IMPORTANT NOTES: Read First
(A) Use liquid thread lock(such as Loctite°)with all threaded hardware. Imaortant: Liquid thread lock(prior to
curing) helps to eliminate the common problem of"thread seizure"in stainless steel hardware by serving as a
lubricant during assembly.
(B) Refer to Installation Manual for 09 Coilars and 11 Socket Clamps assembiy instructions.
(C) Use appropriate compliant protective surfacing and adjust footing depths accordingly. See free publication -
The Handbook for Public Playground Safety, Publication#325 at www.CPSC.gov for the surfacing appropriate
for the fall height of the equipment or consult you surfacing supply representative.
(D)The maximum height of the rungs(at grasping point)from the top of the ground cover varies by age group:
Ages 2-5: 60" [1524 mm] above ground cover.Ages 5-12: 84" [2130 mmj above ground cover.
Figure 1.1
See Installation Manual Sections
09 Collars and 11 Clamps .
�
NOTE: R5 90"Straight
Configuration shown. Other
configurations will vary slightly,
�_- ,
but does not affect the assembly.
��P LAYC R AFT Manufactured by Krauss Craft,Inc. For Customer Service Call Rev D
www.playcraftsystems.com 800.333.8519(U.S.A.)or 11/6/2009
�� 541.955.9199(Internationaf)
HORIZONTAL LADDER 1406 � � � . �
Page 2 of 2
�)
�
Step 1 , . .
Locate and attach Collars at desired height. ' va�X r�
(See Notes B and D) Socket Head o
Screw
6mm
Step 2 Washer
SOCKET
CLAMP TOP
Attach Horizontal Ladder to coliar as shown in SOCKET
Figure 1.1. (See Note A) CLAMP
BOTTOM
Step 3
Fully tighten all fasteners according to the
"TIGHTENING TORQUE FOR HARDWARE"
section of the Installation Manual.
HORIZONTAL
Ste p 4 LADDER
3/8"x1/2"
Socket Set
Screw
Place appropriate compliant protective surFacing
under and around Horizontal Ladder. (See Note C)
_�
)
Figure 1.1
R5 Parts List
Specifications Part# DESCRIPTION QTY.
Varies Horizontal Ladder 1
HORIZONTAL LADDER' HS-1001-R5 Socket Clamp Set R5 4
Shall consist of 2.375" O.D. 10 gauge main rails with
1.315" 12 gauge handrails. Horizontal Ladder shall
have a multi-stage baked-on powder coat finish. R3.5 Parts List
HARDWARE: Part# DESCRIPTION QTY.
Shall be stainless steel,zinc/nickel plated or Varies Horizontal Ladder �
galvanized as required to resist rust and corrosion. Hs-�oo�-RSS R3.5 Socket Clamp Set a
Maintenance
Periodically tighten alt screws, botts and nuts. A
periodic inspection of all parts is necessary. If a part
is broken or worn, replace immediately. For general
maintenance please refer to our Playground
Maintenance Manual. � �
��PLAYC R A FT Manufactured by Krauss Craft,Inc. For Customer Service Call Rev D
www.playcraftsystems.com 800.333.8519(U.S.A.)or 11/6/2009
541.955.9199(International)
• ' �'� ■ ■ �� ��� i °���■ /�ls!! ■ � �T����
Page 1 of 2
� :
�� -
�IgU�"@ '� _ ;
�JL /�SS@1'!'1fJ��/ �/1@W
g» 10" to 18"
Ground a �' Above
Cover ��� '_� Finish Grade
. .Y:• �
o ', u.. ' .d
18" to �. � Note:
26" � :.o �a. � Heights may vary �
Footing �� . .� a
Depth � � � � ; �
� �_� ;
� , � ,
L���11���J
Figure 2
�y�
. � �
� o
� �
� , m �
�
Q Q .
� 3/8" x
� 1" O.D.
� Wosher
4 PI.
� 3/8" x 3/4"
� � Button Head
� Bolt, 4 PI.
� I
� I
� �
�.-
��PLAY:CRAFT � Manufactured by phone: 800.333.8519 Rev. D
. Krauss Craft, Inc.
1414-1 � ` �
LILY PAD SEAT-STEP ASSY. page 2 of 2 � '
Parts List Instailation �
QTY. DESCRIPTtON PART# Notes:
1 Poly Lily Pad 4367 �A)When instailing multiple steps, the
distance between steps sha)I be no greater
1 Lily Pad Leg � FS-1414-1 P than 12"apa�t for 2-5 year olds
4 3/8"x 3/4"Button Hd. Boits 91Q3032-TR and 18"for 5-12 yrs.
4 3/8"x 1" O.D.Washers 9333002 (B)Wait at least?2 hours prior to using the
Lily Pad Steps fo aliow the concrete to fully
cure.
(C) Use liquid thread locl�(such as Loetite)
with all threaded hardware that does not
include self-locking nuts.
Step 1.
Dig footings as required. Refer to Figure 1.
Step 2.
. Attach.Lily Pad Leg to Poly Lily Pad using �
hardware as shown in Figure 2.
Step 3. _�
Place!eg in footing holes and pour the �_�
Specifications concrete footings. -
POLY LILY PAD: Step 4.
Shall be roto-molded of UV-stabilized pofyethylene Place protective ground cover around Lily
with an average watt thickness of.250". Pad.
LlLY PAD LEG: .
Leg shali be fabricated of 1.315" O.D.steel tubing
with a 1/4" steel plate welded to the top, and a 5/8"
round stack welded to the base to anchor the leg�in
the concrete footing.
HARDWARE:
Shal!be zinc/nickel plated, galvanized or stainless
steel as required to resist rust and corrosion.
Maintenance
Periodically tighten alt screws, bolfs and nuts. .
A periodic inspection of all parts is necessary.
If a part is broken or worn, repiace immediately. \
� ,�
�.' p�Ay��►�� Manufactured by �Phone: 800.333.8519 Rev. D
� =' � �� ' ° .,� �; � °` Krauss Craft, Inc.
� � � �EL1' �RIDCaE A�SEMBLY R3.5-1504
Page 1 of 2
Note: Hardware shown in Figure 1 is
C� Assem bly Vievv snug-tightened to the Belt Bridge Hanger.
Hardware must be disassembled prior to
See deck attachment. �mpo�tant: Do not disassemble the
Figure 2 � � (vertical) hardware attaching the Belt
: ��0 Bridge Clamp to the Hanger.
000
� o�
ODa e�� . �
0 � � Deck
0� �
/ �
See � �
Figure 3 \ 3�$
� Washer
\ 6 PI. I
3/8"x1-1/2" �
See Hex Bolt Belt Bridge ( Lock Nut
Figure 1 6 PI. Hanger I 6 PI.��
. V �
. F ig u re 1 3,8��/
F ig u re 2 Washer
� 6 PI.
� Socket Clamp Assy,
��See Page R3.5-11 .
Figure 3
' Mounting
b +/Insert 3/8��x5/8"
� Barrel Nut
p 3/8"x1-3/8" / 1/2"SAE
Shouider Bolt washer
m
Belt Bridge \Q� BeItNBaidge
Wall ' �
1/2"SAE
Washer � Spacer
3/8" �
Washer /
3/8"x1-1/2"
Button�
Hd.Bolt
�::
Manufactured by
�P'LAYC R FT Krauss Craft, Inc. Phone: 800.333.8519 Rev. G
BELT BRIDGE ASSEMBLY R3.5-1504 � ' �
Page 2 of 2 �
Parts List Instruction� �
QTY. DESCRIPTION PART# Notes:
1 Belt Bridge 533640 , (A) Collars should be installed 39" above the deck,
2 R35 Belt Bridge Clamp 8139 � measured from top of deck to top of coilar.
2 Belt Bridge Hanger 8140
2 Belt Bridge Wall 8141 (B)The hardware shown in Figure 1 is pre-attached
4 Mounting Inserts 7015 to the Belt Bridge Hanger. Hardware must be
4 R35 Socket Clamp Assy. See Pg. 11 disassembled prior to deck attachment.
4 3/8"x1-1/2" Button Hd. Bolt 9103072-TR Important: Do not disassemble the (vertical)
4 3!8"x1-3/8" Shoulder Bolt 9143062-TR hardware attaching the Belt Bridge Clamp to the
4 3/8"Washers 9333002 Hanger.
8 1/2" SAE Washers 9345002
4 3/8"x5/8" Barrel Nuts 9443022-TR (C) Use liquid thread lock(such as Loctite)with all
Pre-Assembled: threaded hardware. lmponant Liquid thread lock
12 3/8"x1-1/2" Button Hd. Bolts 9103072=TR (prior to curing) helps to eliminate the common
14 1/2"x1-3/4" Button Hd. Bolts 9105082 problem of"thread seizure" in stainless steel
28 1/2" Cut Washers 9315003 hardware by serving as a lubricant during assembly.
12 3/8"Washers 9333002
12 1/2" SAE Washers 9345002 Step 1.
14 1/2" Lock Nuts 9415132 Locate and mark the positions of the collars on the
12 3/8"x5/8" Barrel Nuts 9443022-TR support posts(Note A)and attach as shown on
Belt Bridqe Hanger to Deck: Collar Assembly page R3.5-09.
12 3/8"x1-1/2" Hex Bolts 9123072
24 3/8"Washers 9333002 Step 2.
12 3/8" Lock Nuts 9413002 Attach Belt Bridge Hanger to Decks as shown in � ��
Figure 1. ��,.}
Step 3.
Attach the Belt Bridge Walls to collars as shown in
Specifications Figure2.
BELT BRIDGE: Step 4.
Shall be a 35"wide by 36" long 3-ply belt attached Attach the Belt Bridge Walls to the Belt Bridge
befinreen finro deck faces with specialized steel Hanger as shown in Figure 3.
clamp/bracket assemblies.
Step 5.
BRIDGE WALL: Fully tighten all fasteners.
Shall be constructed of 3/4" high-density, color
plastic laminate.
SOCKET CLAMPS:
Shall be finro-part and precision die-cast from a high
strength aluminum alloy. Finished with a baked on Mai ntenance
powder coating.
� Periodically tighten all screws, bolts and nuts.
HARDWARE: � A periodic inspection of all parts is necessary.
Shall be zinclnickel plated, galvanized or stainless If a part is broken or worn, replace immediately.
steel as required to resist�ust and corrosion.
C_._��
�PLl1Yb�AFT Manufactured by Phone: 800.333.8519 Rev. G
� Krauss Craft, Inc. �
• � � PAN�L ASSEI�BLY R3,s- �soo
Page 1 of 2
�_ Assembly View This assembfy applies to all R3.5
Activity Paneis and Panel Frames
See � � �
Figure 1 Figure 1
3/Sxt-3/8"
y Shoulder\
�9 See note B°'t ,� �j
- below ��2" SAE` y�
N—� . � Socket Cicmp Washer \ �%
R35 Assembiy �J
See Poge 11 �
Fig. 2
o.o°�, �
Fig. 1 o°O oo°0 33-5/8" �
000 0, �
0 00
oo„
� oo Q
42"�-- �
Flg. � � R35
M011NTING
LUG
. 1 �
��-'" � �
F�gure 2 � _
ee
��m��$
3/8x1-3/8" BOTTOM
Bolt �der O LEFT)G
WosherAE �
2 P�� 2 p�. GROUND PANEL
0o a NOTE:
�°a ° e-� o ° °°° Make sure
�°°°°0°� �
0�m�� � e distance between
a m��m��� ° �� � bottom of Deck
� �� � � 8 and top of Pane!
3,8� 3,8a is NOT Between
Lock Wosher 3J8x1-1/4" q
N�t 3,8.. 6utton Hd. J-1/2" and 9".
Washer 6oit
�.,
-- Manufactured by Phone: 800.333.8519 Rev. B
����:QY.��Q��T Krauss Craft, Inc.
PANEL ASSEMBLY R3.5- 1600 � ' . �
Page 2 of 2
�
Parts List Installation �
QTY, DESCRIPTION PART# Notes:
- . (A) On Deck Assembly:
1 Panel R35 varies The coilar wili be located 39" up from the top of
the deck to the top of the coilar.
ON DECK: (B) On Ground Assembly:
2 Socket Ctamp R35 Assy. See Pg. 11 The collars wiii be located 33-5/8"from tops
of collars.
2 Mounting Lug R35 8113 IMPORTANT: Make sure distance between
1 �ottom Casting Left 8114-L bottom of deck and top of Panel is NOT
befween 3-1/2"and 9" -this would create an �
1 Bottom Casting Right 8114-R entrapment. A measurement of less than
6 3/8 x 1-3/8" Shoulder Bolt 9143062-TR 3-1/2"or greater than 9" is required
6 1/2" SAE Washer 9345002 (C) On Ground Panei shape:
4 3/8 x 1"Washer 9333002 Panels intended to be instailed underneath
48" high decks are flat on top. Example is
2 3/8" Lock Nut 9413002 shown on Assembly view.
2 3/8 x 1-1/4" Button Hd. Bolt 9103062-TR �D) Use liquid thread lock(such as Loctite)with
all threaded hardware that does not include
ON GROUND• self-locking nuts.
4 Socket Clamp R35 Assy. See Pg. 11 ' ��
4 Mounting Lug R35
8113 Step 1. �--`
Locate and mark the position of the collars on
4 3/8 x 1-3/8" Shoulder Bolt 9143062-TR the support post and attach as shown on Collar
4 1/2" SAE Washer 9345002 Assembly page R3.5-09.
Step 2.
Attach the Panei to the deck and/or posts as
shown in Figures 1 and 2.
Step 3.
Specifications Fully tighten all fasteners.
PANEL:
Shall be constructed of 3/4"thick, high-density
polyethylene.
MOUNTING LUGS, CLAMPS, BOTT. CASTINGS:
Shall be precision die-cast from a high strength
aluminum alloy. Finished with a baked on powder
�oat�ng. Maintenance
HARDWARE: Periodically tighten all screws, bolts and nuts.
Shall be zinc/nickel plated, galvanized or stainless A periodic inspection of all parts is necessary.
steel as required to resist corrosion. If a part is broken or worn, replace immediately. --
( �l
.,
Manufactured by phone: 800.333.8519 Rev. B
;��:PLAYCB��°fT Krauss Craft, Inc.
� � � SEE�C PL�4G�lJE A►S�EMBLY � R3.5- 1618
Page 1 of 2
�� � �4ssembty view .
�
� .
Figure 1
�-.� ,_
.�
`�' 1/4 x 1-1/4"
� Tek Screw
2 PI.
m
�,
`�.
_�` .
�
�...-
� Manufactured by phone: 800.333.8519 Rev. B
��_�LAYCRAFT Krauss Craft, Inc.
SEEK PLAQUE ASSEMBLY R3.5- 1618 � � . �
Page 2 of 2 " •
Parts List Installation �� '
QTY. DESCRIPTION pART# Step 1.
1 Set Seek Piaques-7 symbols 1618 Locate desired post to mount Plaque.
14 1/4 x 1-1/4" Sq. Dr. Tek Screw 9271060 Step 2.
lnstall Plaques using hardware shown in Figure 1.
Step 3.
Fully tighten all fasteners.
�
�,�
Specifications
SEEK PANEL PLAQUE:
Shall be constructed of high-density, two=color
plastic laminate.
HARDWARE:
Shalt be zinc/nickei ptated, gatvanized or stainless
steel as required to resist rust and corrosion.
Maintenance
Periodically tighten ali screws, boits and nuts.
A periodic inspection of all parts is necessary.
if a part is broken or worn, repiace immediately.
� J
��P.LA�Y�CRA�T Manufactured by phone: 800.333.8519 Rev. B
��� Krauss Craft, Inc.
�P�IV ��0�.� P��`V��. ����'. R3.5-164�
Page 1 of 2
�, �
Asse�bly �iew - � � �igure 1
3/8 x 1-3/8"
Shoulder��
Bolt
1/2° SAE
� Washer
Socket �
Clamp
�g' Assembiy �
Flg. 2 See Pg. 11 �
33 5/8"
�
� R35
Mounting
\ —42��� � Lu9
`�P"� �
�,,,�%
�t��,1 f"E.' 2
NOTE: Install (3) brackets
using predrilled holes
(1) centered and
(2) on other side 3/8x1/2" .
Weid Nut 3/8x3/4"
�� Button
Counter Hd. 8olt
Bracket � 3/Bx7/8" �
' Washer
/
� � /
SAE �z"
3 8x5 8" �
Barrel/ Washer 3 8x1" 3/Bx7/8" �
Nut � Washer
Button
Heod
Bolt
tr .
�.-
'���PLAYGRAFT Manufactured by Phone: 800.333.8519 Rev. B
!�� Krauss Craft, Inc.
PAN E L ASSY. R3.5-1645 � � " -
OPEN STORE Page2of2
Parts List tnstallation � `�-��
QTY. DESCRIPTION PART# . NOTES:
1 Open Store Panel w/Top 8218 (A) Use liquid thread lock(such as Loctite)
4 Socket Clamp Assembly R35 See Pg. 11 with ail threaded hardware that does not
4 Mounting Lugs R35 8113 include self-locking nuts.
4 3/8 x 1-3/8"Shoulder Bolts 9143062-TR
3 Counter Bracket 42g5 Step 1.
Locate and mark the positions of the coltars on
3 3/8 x 1" Button Hd. Bolts 91Q3052-TR the support posts. Note distance from top of
3 3/S x 3/4" Button Hd. Bolts 9103032-TR collars in Assembly View.
3 3/8 x 5/8"Barrel Nut 9443022 TR Step 2.
9493012 Attach coilars using the hardware shown on
3 3/8 x 1/2"Weld Nut the Collar Assembly page R3.5-09.
6 3/8"x 7/8"O.D. Washers 9333042 �
9345002 Step 3.
7 1/2" SAE Washers Attach the Panel to the post collar using the
hardware shown in Figure 1. See page
R3.5-11 for Socket Ciamp Assy. hardware.
Step 4.
Attach the Counter Top to the Store Panei �
using the hardware shown in Figure 2. t,_. ,�
Step 5.
Specifica�ions Fully tighten all fasteners.
STORE FRONT PANEL:
Shall be constructed of 3/4"thick, high-density
polyethylene. The complete unit shall include a
bolt-on counter top made of same plastic laminate
material and attached in three places with 90° 1/4"
tl�ick steel brackets.
MOUNTING LUGS:
Shall be precision die-cast from a high streng#h
aluminum alloy. Finished with a baked on Powder
Coating.
SOCKETS CLAMPS:
Shall be two-part and precision die-cast from a high
strength aluminum alloy. Finished with a baked on
powder coating. Ma�n te n a n Ce
HARDWARE: Periodically tighten all screws, bolts and nuts.
Shall be zinc/nickel plated, galvanized or stainless A periodic inspection of ail parts is necessary.
steel as required to resist rust and corrosion. If a part is broken or worn, replace immediately. � �z
��r Manufactured by Phone: 800.333.8519 Rev. B
,��P�AYG:RAFT Krauss Craft, Inc.
, -
� � � DOUBLE SLIDE 1702
Pa e 1 of 7
� � IMPORTANT NOTES: Read First
A Use li uid thread lock such as Loctite° with all threaded hardware. Im ortant: Li uid thread lock rior to
( ) q ( ) p q (p
curing)helps to eliminate the common problem of"thread seizure"in stainless steel hardware by serving as a
lubricant during assembly. � � •
(B) Do not pour concrete until the equipment is completely assembled, leveled and plumbed.Concrete must be
allowed to cure�omplefely before using the equipment(at least 72 hours).
(C) Refer to Installation Manual Section R5-1305 Double Sit Down Bar and R3.5-1305 Double Sit Down Panel.
(D) Exit height must be between 7" [180mm]and 15"[380mmj from finish grade for slides with an elevation
greater than 48". For slide elevations no greater than 48",the exit height shall be no greater than 11".
Exit region must also have a downward slope of 0 to 4°
(E) Use appropriate complianf protective surFacing and adjust footing depths accordingly. See free publication -
The Handbook for Public Playground Safety, Publication#325 at vwvw.CPSC.gov for the surfacing appropriate for
the fall height of the equipment or consult you surtacing supply representative.
FIGURE 1
60" Double Slide
See Installation Manual Sections
R5-1305 Double Sit-Down Bar or
R3.5-1305 Double Sit Down Panel
Figures 1.3 and 1.4
Figure 1.2
Figure 1.1
_ �.
. --<-
�---�--- ,�
; � �; ,�-
ii �_ �___1
� i i� �---�i i
i � i i i ii i
NOTE: R5 60" Double Slide shown. �___y-- �� ; 'i _�
R3.5 may vary slightly, but does not �__ _� --
'� affect assembly instructions. see Footiny �etat�
�__.
�,P LAY C R A FT Manufactured by Krauss Craft,Inc. For Customer Service Call ReV E
www.playcraftsystems.com 800.333.8519(U.S.A.)or 7��$�2��9
541.955.9199(Intemational)
1702 � ' '
DOUBLE SLIDE � .
Page 2 of 7
Step 1 ���
- ...,
Refer to cor.responding Footing Layout and mark footing
. .hole locations. Dig (2)QJ 12"and (1) 12"x 24"footing
fiole(s}. Refer fo �ooting Detail for depth and details.
Note: For 36" Double Slide dig only(2)Q� 12"footing
holes.
IMPORTANT: For areas with soft soil conditions, larger
footings may be required.
*Footing depth must be adjusted to compensate for the
depth/thickness requirements of selected safety
FOOtlrlg Detail surfacing. See Section 06.1 of the Installation Manual
**Adjust footing depth with blocking to meet required
. exit height. (See Note D) �
fiooting Depth Dimensions
Support Leg
Deck Height SD1* SD2** LD1* LD2**
30" NA NA 31 1/2"[800mmJ 221/2"[572mm]
36" NA NA 251/2"[648mm] 161/2"[419mmj
42" 41"[1041mm� 32"[813mm) 30"[762mm] 21"[533mmj
48" 35"(889mmj 26"(660mm] 24"[69Umm] f 5"[3.81mm)
54" 40"(1016mm] 31"[787mm] 30"[762mmj 21"j533mm] _
`�
a • 60" 34"j864mm] 25"[635mmJ 24"j610mmJ 15"[361mmj �
66" 35 1!2"[902mm] 261/2"[673mm] 27"[686mmJ 18"[457mm] �
72" 291/2"[749mm] 201/2"[521mm] 21"[533mm] 12"[305mmj
. For Exit Height
See Note D
LOOSE FILL GROUND COVER:
Impact attenuating(resilient)
surfacing 8"Compacted or
12"uncompressed depth,
Compacted depth shown
(See Note D)
(Finish Grade) (Finish Grade)
. ::;.::s, ..,..•. _
;rrQk�•.��'�Sbitj; ;Y�: ;('foj�•r�t-S.or''.�)�
:.. < . . . ........ .. .. . .. _ .
pO Optional Fitter Fabric Over ' �° LD1*
, Pea Gravel{for drainage) '.� ., ,
SD1" , Concrete Footing LD2"*
S�2** °� Footing Anchor
(welded 5/8"Rod)
.< BIOC�Cing S6C o 00 0
d tnstallers Manual c''�a°�pO�
o�,o�,o� 2b Stone,drain rock
�°opOO�°o
�
� Undisturbed Soil
C_ /
��P L AY C R A�T For Customer 5ervice Call Rev E
Manufactured by Krauss Craft,Inc. 800.333.8519(U.S.A.)or
www.playcraftsystems.com 541.955.9199(International) 7/18/2009
, i
� � ' DOUBLE SLIDE '17�2
Page 3 of 7
( ` ; R5 Top View - Footing Layouts
36" Double Siide � 57�6'
[1456mm]
5 n
18�6
,` .
[466mm]
,
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9/s
� [233mm]
82%"
[2099mm]
48" Double Slide 34'�s'
[884mm] 18%s"
[466mm]
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9%s'
[233mm]
101%g'
[2570mm]
60" Double Slide 46°
[1168mm] 1 g%s'
. ,
[466mm]
,� . �
. .
�
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, __ � �
3 n
` 9/s
[233mm]
99,s .,
[2538msm�
72" Double Slide [�o27mm] �$%s'
[466mm]
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9%fi'
[233mm]
OPLAYCRA�T ForCustomerserviceCali ReV E
Manufactured by K�auss Craft,Inc. 800.333.8519(U.S.A.)or 7/18/2009
www.playcraftsystems.com 541.955.9199(International)
1702 # '
D�UBLE SLIDE Page 4 of 7 s •
R3.5 Top View - Footing Layouts _
�_�
- �$'%B'
36" DOUble Slide [1494mm]
5 �r
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[466mm]
. ,
- - - ` .
.
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' s ��
9/s
[233mm]
84%„
[2�37mm�
48" Double Slide 3s%6� 18�6r
[922mm] [466mm]
,,,� �
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9�s, �
[233mm] �•�
102'%s"
[2609mm]
60" Doubie Slide 47%��
j 1207mm) 18%s'
, , [466mm]
.� . �
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/ �
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9/,s
[233mm)
101'/,6"
[2577mm]
72" Double Siide 41'%s°
[1065mm] 18%s"
[466mm]
. .
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[233mm] r l
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��P L AYC B A f T For Customer Service Cat� R@V E
Manufactured by Krauss Craft,Inc. 800.333.8519{U.S.A.)or
�� www.playcraftsystems.com 541.955.9199(International) 7/18/2009
i
' DOUBLE SLIDE 1702
Page 5 of 7
(=- � Step 2
Attach Double Slide Leg to the base of the double slide
as shown in Figure 1.1. (See Note A) - � .
Step 3 ,
Note: This step does not apply to the 36" Double Slide.
Attach slide supports to the double slide as shown in
Figure 1.2. (See Note A) -
3/S"x 1"O.D.
Washer
DOUBLE SLIDE LEG
3!8"x 3/4"8utton 3/8"x 1"O.D.Washer
Head Bolt
3/8 x 3/4"Hex Bolt
DOUBLE SLIDE
Figure 1.1
Ste p 4
,, For R5 Double Slide only
Place the Double Slide Leg and Supports into the
footing holes and attach tlie face of the double slide
to the face of the R5 deck as shown in Figure 1.3.
� (See Note A)
r��� DOUBLE
SLIDE For R3.5 Double Slide only
Place the Double Slide Leg and Supports into the
SLIDE SUPPORT footing holes and attach the double slide and the
R3.5 Double Slide Spacer to the face of the R3.5
Figure 1.2 deck as shown in Figure 1.4. (See Note A)
R5 Deck
3/8"x 1-3/4"
Button Head Bolt
� R3.5 Deck �
� �
� SLIDE �
SPACER
�
.
.
.
.
.
\
\ �
3/8"x 3-1/4"
Button Head Bolt
3/8"x 1"O.D.
3/8"x 1"O.D. Washer
Washer 3/8"Lock
3/8"Lock Nut
Nut DOUBLE
°OSLDE Figure 1.3 SLIDE F'tgure 1.4
�_-
��PLAYCRAFT Manufacturedb KraussCraft,inc. ForCustomerServiceCall Rev E
Y 800.333.8519(U.S.A.)or
� www.playcraftsystems.com 541.955.9199(International) 7/18/2009
DOUBLE SLIDE �702 5 - �
Page 6 of 7 �
36" Double Slide ���
Step 5 R5 Parts List "`
Part# DESCRtPTiON QTY.
Fuliy tighten ail fasteners according to the DE-4224 DoubleSlide36-42 �
"TIGHTENING TORQUE FOR HARDWARE" FS-��oz DoubleSlideLeg �
section of the lnstallation Manual. s�ososz-TR eolt eutton Head 3/8°X�-�ia^ s
9123032 Boit Hex 3/8"x 3/4" 3
Ste p 6 9333002 Washer Flat 3/8"x 1"O.D.x.100"thick 15
9413002 Nut Lock 3/8" 6
Plumb and level entire component. Pour concrete R3.5 Parts List
into footing hole.Allow at least 72 hours to cure part# DESCRIPTION QTY.
before using this equipment. (See Note B and Q)
CG-8128 Slide Spacer R3.5 1
S��� � DE-4224 Double Siide 36-42 1
FS-1702 Double S1ide Leg 1
9103142-TR Bolt Button Head 3/8"x 3-1/4" 6
Place appropriate compliant protective surfacing 9123032 Bolt Hex 3/8"x 3/4° s
under and around the Double Slide. (See Note E) 9333002 Washer Flat 3/8°X�^o.o.X.�oou tn�ck �s
9413002 Nut Lock 318" 6
Specifications 48" Double Slide
DOUBLE SLIDE SPACER: R5 Parts List
Shall be fabricated using punched and formed 12 Part# DESCRIPTION QTY.
gauge sheet.Steel. The Doubie Slide Spacer shall DE-4400 Wave Slide Doubie 48 �
be Play-TuffT^' coated after t'abrication. Fs-��o2 Oouble Slide Leg � --.�
DOUBLE SLIDE: FS-��� WaveSlideSuppoR 2
Shatt be constructed of UV-stabiiized, rotationaiiy 9103032-TR Bolt Button Head 3/B^x 3/4^ a
molded linear low density polyethylene with an s�osoa2 TR Bolt Button Head 3/8"x 1-3/4^ s
average wali thickness of 1/4"with a molded in 9123032 Bolt Hex 3/8^X sia^ s
footing base. sssaoo2 Washer Fiat 3/8"x 1"O.D.x.100"thick 19
9413002 Nut Lock 3/8° 6
DOUBLE SLIDE LEG:
Shall be fabricated of(2) 1.660"O.D. 11 gauge steel R3.5 Parts List
tubing we(ded onto a 3/16"plate steef with a 5/8"
steel rod welded to the base as a footing anchor.The Part# DESCRIPTION QTY.�
Double Slide Leg has a multi-stage baked-on powder CG-8128 Slide Spacer R3.5 �
COat f IIISII. DE-4400 Wave Slide Double 48 1
FS-1702 Double Slide Leg 9
SLIDE SUPPORT: FS-1704 wave SJide support 2
Shall be fabricated of 1.660" O.D., 11 gauge steel g�03032-TR Bolt Button Head 3!8"x 3/4^ a
tubing weided onto a 3/16"steei piate with a 5/8"
steel rod welded to the base as a footing anchor. The 9103142-TR Bolt Button Head 3/8^X s-va° s
Slide Support has a multi-stage baked-on powder 9123032 Boit Hex 3/8°X sia• s
COat�II11SI1. 9333002 Washer Fiat 3/8"x 1"O.D.x.100"thick 19
9413002 Nut Lock 3/8" 6
HARDWARE:
Shali be stainless steel,zinc/nickel plated or
galvanized as required to resist rust and corrosion.
� .J
��PLAYC RA FT Manufactured by Krauss Craft,Ine. For Customer Service Call Rev E
800.333.8519(U.S.A.)or
www.playcraftsystems.com 541.955.9199(International) 7�'�$�20�9
,
` ' DOU�LE SLIDE 1702
Page 7 of 7
( _ 60" Double Slide 72" Double Siide �
R5 Parts List R5 Parts List
Part# DESCRIPTfON QTY. Part# DESCRIPTION QTY.
DE-4806 60"Doulbe Slide 1 DE-4324 72"Doubie Slide 1
FS-1702 Double Slide Leg 1 FS-1702 Doubie Slide Leg 1
FS-1704 Wave Slide Support 2 FS-1704 Wave Siide Support 2
9103032-TR Boit Button Head 3/8"x 3/4" 4' 9103032-TR Bolt Button Head 3/8"x 3/4" 4
9103082-TR Bolt Button Head 3/8"x 1-3/4" 6 9103082-TR Bott Button Head 3/8"x 1-3/4" 6
9123032 Bolt Hex 3/8"x 3/4" 3 9123032 Bolt Hex 3/8"x 3/4" 3
9333002 Washer Flat 3/8"x 1"O.D.x.100"thick 19 9333002 Washer Flat 3/8"x 1"O,D.x.100"thick 19
9413002 Nut Lock 3/8" 6 9413002 Nut Lock 3i8" 6
R3.5 Parts List R3.5 Parts List
Part# DESCRIPTION QTY. Part# DESCRIPTION QTY.
CG-8128 Slide Spacer R3.5 1 CG-8128 Slide Spacer R3.5 1
DE-4806 60"Doulbe Slide 1 DE-4324 72"Double Siide 1
FS-1702 Double Slide Leg 1 FS-1702 Double Slide Leg 1
FS-1704 Wave Slide Support 2 FS-1704 Wave Slide Support 2
9103032-TR Bolt Button Head 3/S"x 3/4" 4 9103032-TR Boit Button Head 3/8"x 3/4" 4
9103142-TR Boit Button Head 3/8"x 3-1/4" 6 9103142-TR Bolt Button Head 3/8"x 3-1/4" 6
8123032 Bolt Hex 3/8"x 3/4" 3 9123032 Boit Hex 3/8"x 3/4" 3
9333002 Washer Flat 3/8"x 1"O.D.x.100"thick 19 9333002 Washer Flat 3/8"x 1"O.D.x.100"thick 19
9413002 Nut Lock 3/8" 6 9413002 Nut Lock 3/8" 6
��'
Maintenance
Periodically tighten all screws, bolts and nuts. A
periodic inspection of all parts is necessary. If a part
is broken or worn, replace immediately. For general
maintenance please refer to our Playground
� Maintenance Manual.
��PLAYC B AFT Manufactured b Krauss Craft,Inc. For Customer Service Call Rev E
y 800.333.8519(U.S.A.)or
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� � � �PIRAL� SLIDE ASSEMBLY �3.5-1706-6
� � Page 1 of 5
< -. R35 R35
; Spiral Siide Spiral Slide �
Slide Hood . Wall Brackets Wa�is �
- . q (2 Pi.) Post
\ � Coliar &
Socket Insert
� �Sitdown Assemblies
Bar�. • . ,
.
, .
. �
. � . .
s �
�.
�
e
�
�
� • v
�
•
•
�
. � •• �
r
•
. . �
•--_� . ' . / � • �
_ � u
� Spiral Slide
Deck �
Wall Spacer
�Spiral .Slide � Deckning
' Bottorn CoUar .
� 1/4"x20x2"
7 Torx Pin Tek
"' �, Screw 2 PI.
� _ � Center
- Support
Pipe �
3�g» 3.5" Dia. x 132"
.• .
Hex Nut
� , 3�8„
Washer
3/8 x 5-1/2" .
Hex Bolt .
_ - S�ng�e Assembly .
� Slide Leg V1e�/ .
,
PLAYCRAFT by Krauss Craft, Inc. Oregon Phone 800.333.8519 Rev. B
�
SPIRAL SLIDE ASSEMBLY R3.�-170�6�-6 .
.Page 2�of 5
Figure 1 . �;
11NM NMMM1 MA1A �
� _ Figure 3
. 3�E•
52 1/4" � waP ers
SINGLE " �'
72 1/2" SLIDE
LEG ...�,3/8"x3/4"
I,' • �ePI Bolts p�mensions
. reference
� � � � locations
. �
j" . '-;--— . • at tops
; of collars
� above Deck
� Top
11 1/8�� 14 3�16" O O .
Locate . O O
Center � 36"
Support
& .Slide Leg
� 3»
..
� ,
�
�
Figure 2 �"�
� 9" Exit Height . � .�
(Do �not install below 7" 72"
or above 15") �
� � Fin ish
� Grade
9" � � -
���°�Protective� ; ;
.�:. ..�. ...; _ .:;. • Ground ► r
'. ...i':r��.�, ' �
�: :: ::, ��.� ... - ... .+ Cover , �
24„ . . ,. .::;�.�., , ,
�•; ��i`��' • � �� 3��� i i
�''� � �
t�.�,: t� �.. �:�a::�� ..
i_� � _i t�•�.,•�•.:� � . ,� 1 I
I. �• ' ' o .•. • �l ' 1 I
�' —'— _ _j'� L J
Concrete � � �_._ \�
Footing � .
PLAYCRAFT by Krauss Craft, Inc. Clregon Phone 800.333.8519 Rev. B
�PIi�4L SLIDE ASSEMBLY R3.5-1706-6
� Page 3 of 5
�`.'
. Figure 4 ''4X,�
Soc. Hd.
Cap Screw
.,� , /2 PI. 3/8"x2—t/2"
� � � � Shouider Bolt
� 6 mm � Socket 4 P�'\
' � � � To�
,� � Washer�
� � � 2PI. � � 1/2" SA
� � � �Washer
( � 4 PI.
I � s
�� \Woil
Spacer
'` . o
Mounting
Socket Insert
� �Clamp
Bottom
3/�x1/2"
Socket
Set
Screw SI(de
Wall
Figure 5
�
�
�
T\3�8� i
- j . Washer I
a 2 PI.
\3/8x3/4" c■
Button Md. 1�� u re g
Boit, 2 PI.
5/8`
Barrel Nut
F i g u re 6 Slide 3/8' ��6 PI.
. Bracket Washer �
2 PI. 20 PI. / \1/2" SAE
� o
� Washer
\ � 6 PI.
0
3/8x3/4"
Slide \ � Button Hd.
Hood 3/Sx1 \ Bolt, 14 PI. o
Button Hd.
Bolt, 6 PI. � o
�� /
\
\ �
3/8x1—t/2" \\ \
Button Hd.
Bolt, 4 PI. b �
� �
\
3/8" �' \
Washer o \
4 PI. � �
o_
Slide
�igure 7 �' °
PLAYCRAFT by Krauss Craft, Inc. Oregon Phone 800.333.8519 Rev. B
SPiRAL SLIDE ASSEMBLV . R3.5-1706-6 ' .
Page 4 of 5 . ,
. Figure 9 �
��
� � �
.q
. � O I '
3/8��^�/4u Deck o � �
Button Hd. � � �
• Bo►t, 6 PI O
��$' o
. \
3�g" .
Woaher ig � � �
6 P\ �� .� � Stide
� Deck
B �P
' � �\� `\� ( ��
. . � B p � .
. . � ` \
�
� 1e ` � O \ � �
� I
�
• ' B • O
. ` ��
o � �
. ' 0 �
3/$'
' � wosne�
� � • 6 PI.
• � 3�8� !
Locknut �
. 6 P). �
Figure '�0 � � � � �j
o �
� .
o � � � � .
. � . .�
� �
�- . � �
� � � � � � .
� �
� � .
o � .
� �
J � '
�" r
� 3/8"x2-1/4"
3/8� 8utton Hd.
Washer Boit, 6 Pt.
� 6 PI.
3/8"
� � Washer
Js PI. . .
�'' 3�8" .
, Locknut !"`-~�
� 6 Pl. \ ,�
PLAYCRAFT by Krauss Craft, Inc. Oregon Phone 800.333.85'19 Rev. B
' • ��1t�L. �LIDE /�SSEMBLY R3.5-1706-6
. Page5of5
� :Parts List � Installation
- "QTY. DESCRIPTION PART# �
1 Spiral Siide 116723 �
116703 � Step 9.
1 Slide Hood � . � Dig footing hole for center support pipe and single slide
4 Slide Wall w/Spacer 8177 � leg in locations shown in Fig. 1. Footing depths are
2 SlideBracket FS-1706-BRK shown in Fig.2.
1 Slide Sit-Dwn Bar � _ FS-1706-SB .
1 Slide Bottom Coilar 4490 Step 2.
1 R35 Spiral Slide Deck 4487 Attach Collars to Posts as shown in Fig. 2 and 5.
1 3.5" O.D.x 132"Center Support 672611-11 Vertical placement is shown in Fig.2. Refer to
1 Single Slide Leg FS-1701 Assembly page R5-09 for Coilar to Post connection.
4 Socket Ciamp Top 8108
4 Socket Ciamp Bottom 8109 Step 3.
4 �Socket Insert . 7015 Connect Spiral Siide Deck to existing cieck face with
4 3/8x2'/z' Shouider Boit 9143111-TR
14 3/8 x 3/4"Button Hd. Bolts 9103032-TR hardware shown in Fig. 9. Place temproary support
6 3/8 x 1"Button Hd. Bolts 91.03052-TR . under free end of spiral siide deck,to hold it in a level
6 3/8 x 1-1/4"Button Hd.Bolts 9103062-TR Position. � .
14 3I8 x 1-1l2"Button Hd. Bolts 9103072-TR Step 4. �
6 3/8 x 2-1/4" Button Hd. Bolts 9103002-TR Attach slide walis as shown in
4 3/8"-3/4" Hex Bolt 9123032 Fig 8
� 3/8 x 5-1/2" Hex Bolt(footing) � 9123231
�8 112" SAE Washer 9345002 . Step 5.
60 3/8"Washer 9333002 Attach slide walls to post Collars as shown in
8 6mm Washer 9281052
8 1/4"x1-3/8"Soc. Hd. Screw 9333602 Fig.5.
-=� 4 3/8"x1/2"Socket Set Screw 9263012 Step 6. �
2 1/4"-20x2"Torx Pin Tek Screw 9271093 Connect siide hood to slide with hardware shown in
12 3/8" Lock Nut 9413002 Fig.7. and sitdown bar to hood see Fig.6.
14 3/8x5/8" Barrei Nut� 9443021-TR
Specifications Step 7..
Place Spiral Siide assembly in position and connect to
SPIRAL SLIDE: � . Spiral Siide DeckJWali�as shown in Fig. 8 and 10.
Shail be comprised of 1-piece polyethylene.
� Step 8.
SOCKET CLAMPS: Check that slide is plumb and deck is level. Verify that
Shaii be finro-part and precision die-cast from a high slide exit height is correct. see Fig.2. �
strength aluminum alioy finished with a baked on .
powder coating. Step 9.
Pour concrete footings and allow 72 hours curing time.
HARDWARE: �
Shail be zinc/nickel plated,galvanized or s#ainless Step 10.
steel as required to resist rust and corrosion. Place at least 9" of protective ground cover under and
� around the siide.
Maintenance � �
_ Periodicaily tighten all screws, bolts and nuts. �
�.A periodic inspection of all parts is necessary.
- �If a part is broken or worn,replace immediafely.
PLAYCRAFT by Krauss Craft, lnc, Oregon Phone 800.333.8519 Rev. B
' • ' R35-1910
� TALK TUBE ASSEMBLY Page � o� 2
�: Figure 1
Assembiy View - . . o ' .
�
O
See
. Figure 2 36"
Note:1-1/4"PVG
pipe is not provided. -Approx.
. Length needed may 48��
. be determined at
time of installation.
0�
.
. 1-1l2"PVC Coupler
(Provided) �
• PVC Reducer 9" �round
(Provided) — Cover
12" �
Post
30"
' inground
1-1/d"PVC Pipe
(Not Provided)
Figure 2
__--_ .
Socket Clamp
Assy.
See Page
3/8" R3.5-11.
Washer L
\
0 0
� -
�'-�
� Mounting
3/8"x 1-1/2" Insert
Button
Hd. Bolt
� �
,
���PLAYCRAFT Manufiactured by Phone: 800.333.8519 Rev. B
��,. Krauss Craft, Inc. •
TAL.�K TUBE ASSE�MBLY � R35��19�i 0 « ' � �
Page 2 of 2
. -.
Parts �List Installation -1�
QT1(. DESCRiPTlON � PART#• Notes: �
2 Talk 7ube w/Gone 1910 . A) Plan ahead to avoid problems with
interference between Talk Tube, pipe, and post
� 4 R5 Mouriting Inserts ���� footings.� Do not pour posts' concrete footing�
4 R35 Socket Clamp Assy. See Pg. 11 � untii Taik Tubes are instalied.
�2 PVC Coupler 1-1/2" 303200 B)Talk Tubes that are�apart from structure
2 • PVC Reducer-(1-1/2"-1-1/4") 303214 should be located at least6 Ft. away from
decks, climbing activities, and slides. �
4 3/8 x 1-112" Button Hd. Bofts 9103072-TR
4 3/8"Washers 9333002 C)You must supply all underground pipe, glue,
� �and fittings. We reco�nmend using 1'/<" PVC
R�Pe• �
Note: 1-1/4" PVC pipe is not provided.
Length needed may be determined at Dj Install Collars as shown on page R3.5-09.
� time of instaflafion. Refer to �igure 1 of this assemb►y for locations.
Step 9.
� Excavate a trench between Talk Tube
' positions. Trench should ailow underground
pipe to be at least 12" below ground cover.
�7p�C��OC�����s Step 2. �._..,).
Extend pipe between each Talk Tube and
� attach as shown in Figure 1.
TALK TUBES: Step 3.
Shall be made of formed 1%"heavy-gauge pipe Attach Talk Tubes to posts using hardware as
attached to polyethylene funnel section. The funnei shown iri Figure 2. See Page R.35-91 Socket
section shatl contain a pertorated steel mouth piece Clamp Assembly.
within. Each complete Talk Tube support shall be
powdercoated as specified after fabrication. Talk �
Tubes come in sets and are designed to be post
mounted. PVC pipe is required for insfiaiiation of �
Talk Tubes and must be suppiied by the customer or
installer. - �
MOUNTING INSER7S:
�Shall be precision die-cast from a high strength
aluminum alloy. �
SOCKET CLAMPS:
Sha!! be fwo-part and precisio»die-cast from a high
strength aluminum alloy. Finished�rvith a baked on
powder coating. Ma�nten a n Ce ,
HARDWARE: Periodically tighten all screws, bolts and nuts.
Shafi be zinc/nickel ptated, gaivanized or stainfess A periodic inspection of all parts is necessary. '�^`}
steel as required to r.esist rust and corrosion. ' If a part ts broken or worn, replace immediately. �� - �
;���PIAYCRAFT Manufactured by Phone: 800.333.8519 Rev. B
_ Krauss Craft, Inc.
. •
� ' 1205
ACCESS RAMP, BORDER TIMBERS and CONNECTORS
Page 1 of 3
� � . IMPORTANT NOTES: Read First
(A) Use liquid thread lock(such as Loctite�)with all threaded hardware. Important: Liquid thread lock(prior to
curing)heips to eliminate the common problem of"thread seizure" in stainless steel hardware by serving as a
lubricant during assembly. � '
(B)_I�m�ortant: For installation of Ramps over hard surfaces(i.e.concrete sidewalks, slabs,etc.)firmly attach
bottom edge of Ramp(Half) using bolts and anchors. Concrete must be allowed to cure completely before using
the equipment(at least 72 hours).
(C)The hardware shown in Figure 3 is the recommendation from the manufacturer and the concrete anchors are
not included`with the Equipment.This Figure is provided to show recommended installation of hard surface
mounted Ramps.
Assembly View
See Figure 2 See Figure 1
- Border Timber to Ramp Ramp Halves Connection
� � Assembly Connection
� �
� � .
� � -
. � � �
--�.. See Figure 4 � See Figure 3
Hard Surface Conneetion Border Timber to Border
� � �2" s �/a° Timber Connection
[304.80 mm] [174.63 mm]
�� � � � �� �� ��
� � � � � �� �� ��
� 9 ��2� 41" [1041.40 mm] 9 1/2"
E I evat i o n [241.30 mm] [241.30 mm]
End View (145-�/4")
1 1/8" [28.35 mm] �
Drill 3/8"f�Holes in �
� Ramp,Mark Concrete �.� � ^
4 PI.each Ramp(Halfl o E
u �� E
r, E r, � RAMP HALF —� � �o•°r �
E o E � (Top) `� ,� E
O � � N O
° Mg _� �o
� u O --------------- --------------- - u
u N u '
o � ` RAMP HALF
`° � � (Top)
0
Hard Surface Mount Diagram
�_.
Top View
�JP�AYC BA.�T Manufactured by Krauss Craft,Inc. For Customer Service Call
www.playcraftsystems.com 800.333.8519(U.S.A.)or Rev A
541.955.9199(�nterna4ional)
1205 ' ° �
ACCESS RAMP, BORDER TIMBERS and CONNECTORS page 2 of 3 *
���)
Figure 1 � Figure 2
Ramp Halves Border Timber to
Connection, 2 PI. Ramp Assembly
Connection, 2 Pi.
RAMP
�Hal� BorderScape""
'—'-----BORDER TIMBER Timber Stake
CONNECTOR .
Molded-In �MP
Threaded ASSEMBLY
`� � Insert �ToP� BORDER
TIMBER
3/S"x 7/8"O.D.
�\ Washer,4 PI. �
• � ' �
`� 3/8"X�"
Button Head �
Boit,4 PI.
�MP BORDER TIMBER
(Hai� CONNECTOR`
*Reverse the top to (Right side
bottom orientation of connection shown)
Connector for opposite
side of Ramp Halves
C--,�
Figure 3 Figure 4
Border Timber to Hard Surface
Border Timber Connection, 2 PI.
Connection RAMP(Hal�
(Top)
BorderScapen`°
Timber Stake 3/8"x 1-1/2"Button
Head Bott,4 PI.
, � 3/8"x 1"O.D. I
Washer,4 PI.�
� BORDER e ° ' / /
TIMBER i°
� e , � � Pre-Drili 3/8"0 Holes
� � D ° � Concrete Anchors
� � � Q o e ° (Not Provided),4 PI.
/
e Pre-Drill Holes
BORDER
TIMBER CONCRETE
( 1
,�P�AY�C RAFT Manufactured by Krauss Craft,Inc. For Customer Service Call
www.pfaycraftsystems.com 800.333.8519(U.S.A.)or Rev A
541.955.9199(International)
' � ♦
' " 1205
ACCESS RAMP, BORDER TIMBERS and CONNECTORS
Page 3 of 3
�:: Parts List instaliation
PART#, DE3CRIPTION QTY. Step 1.
181205 Ramp Wheelchair Halves Black - 2 . , Loosely attach Ramp Halves using Border Timber
181206 Border Timber Connector 2 Connector. Refer to Figure 1 for hardware type and
TM orientation. important: Border Timber Connectors
541000 BorderScape Timber Stake 2 must be installed with the top and bottom reversed
9103052-TR Boit Button Head 3/8"x 1" 8 for the opposite side of the Ramp Haives for �
9103072-TR Boit Button Head 3/8"x 1-1J2" 8 connection to Border Timbers. See also Assembly
9333002 Washer Flat 3/8"x 1"x .100 thick 8 View for additional detaiis.
9333042 Washer Flat 3/8"x 7/8"O.D. 8
Step 2.
Install Border Timbers and connect to Ramp
� Assembly using BorderscapeTM Timber Stakes.
Border Ti m bers Refer to Figure 2 for hardware type and orientation.
PART# DESCRIPTION (�TY, Step 3.*Use this Step when installing Border
540407 Border Timber 4'L Black -VARIES- Timbers without a Ramp Assembly*
541000 Borderscape Timber Stake 1 per Attach Border�Timbers together using
. Borderscape Timber Stakes. Refer to Figure 3 for
Border hardware type and orientation.
Timber
Step 4. ,
.For instailation of Ramp Halves over hard surfaces
(i.e. concrete)refer to Figure 4. See also Hard
Specifications Surface Mount Diagram and Notes B and C.
i RAMP WHEELCHAIR HALVES BLACK: Step 5.
Apply liquid thread lock and fully tighten all fasteners
Shall be constructed of UV-stabilized, rotationally according to the "TIGHTENING TORQUE FOR
molded, Recycled Plastic with an average single HARDWARE"Section of the Installation Manual.
wall thickness of 1/4"with a molded-in footing base. See Note A.
The Ramp Halves shall be approximately 41"wide
and 72" in length with a sloped surFace that is 9"
thick at it's thickest side and less than 1/2"at the
end.
BORDER TIMBER CONNECTOR(RAMP):
Shall be constructed of UV-stabilized, rotationally
molded, Recycled Plastic with an average singte
wall thickness of 1/4"with a molded-in footing base.
The Border Timber Connector shall be
approximately 4"thick and 10" in length and 12"tall.
BORDER TIMBER 4'L BLACK:
Shall be constructed of UV-stabilized, rotationally
molded, Recycled Plastic with an average single
wall thickness of 1/4"with a molded-in footing base.
The Border Timber shall be approximately 4"thick Mai ntenance
and 52" in length and 12"tall.
Periodically tighten all screws, bolts and nuts.A
HARDWARE: periodic inspection of all parts is necessary. If a part
Shall be stainless steel, zinc/nickel plated or is broken or warn, replace immediately. For general
, galvanized as required to resist rust and corrosion. maintenance please refer to our Playground
�, ' Maintenance Manual.
;�R�AYC RAFT Manufactured by Krauss Craft,Inc. • For Customer Service Call
www.playcraftsystems.com 800.333.8519(U.S.A.)or Rev A
541.955.9199(International)
f
' i
� y ° P LAYC RAFT TM R3.5
�
INSTALLATI�N� IVIANUAL� 2.�.20�0
IMPORTANT! THIS MANUAL CONTAINS:
• Construction Views
• General Installation Guidelines
• Maintenance & Safety Information
sr ���.��
1�tI�AR D �� ;
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WARNING: Read ail instructions thoroughly before installation. Improperly assembled playground
equipment can present a serious safety hazard.Acceptabie impacts absorbing surfacing is required under
and around all play structures and must be maintained.
_ If you have any questions during assembly, please contact your Playcraft Representative or:
Krauss Craft, Inc.
123 North Valley Road, Grants Pass, OR 97526
� Phone: 800-333-8519 Fax: 541-955-6130
t
�
GENERAL INSTALLATION GUIDELINES R3.5 - 0�3.1 • �
�
. , , , . . � - • - � , •
IMPORTANT: Due to the wide variety,modularity and flexibility of our products,we found it necessary to pubiish these
general installation guidelines.These guidelines are intended for use by experienced playground equipmer�t installers
� and/or general contractors skilled in assembly and installation of playground equipment.As with any project,general
construction knowledge and professional judgment may•be required. If any questions or concerns�arise during the
installation or maintenance of your equipment, please contact the factory and ask to speak to a customer service
representative at 1-800-333-8519.
As an installer of Playcraft Playground Equipment you are responsible for understanding the recommendations for surfacing
Z and providing an appropriate impact attenuating safety surFace material.The owner of the playground equipment is
responsible for maintaining an appropriate level of impact attenuating safety surface material under and around all
playground equipment.
ATTENTION INSTALLER: Upon completion of project,the Playground Equipment Manual w/Maintenance Kit and all of its
3 contents must be given to the owner of this playground equipment for retention as a product and safety reference and as
guidelines for preventative maintenance. Please make it clear to the owner that the Playground Equipment Manuaf and
Maintenance Kit are to be kept on hand at the playground site at all times.
Read all instructions thoroughly before installation. Improperly assembled playground equipment can present a serious
4 safety hazard.Acceptable impact attenuating surfacing is required under and around all play structures and must be
maintained.
In addition to the guidelines found in this manual,all equipment purchases shall include a minimum of(1)Top View drawing
5 and(1)Perspective View drawing specific to each piece of equipment.These views are enclosed between two yellow
sheets marked"Construction Drawings". - �
i • • � �
You will need the following tools for installation:
Adjustable End Wrenches Electric Extension Cord Pencils(marking collar locations) Safety Glasses
Allen Wrenches Hacksaw Post Hole Digger Shovel/Spade � �
Carpenter's Level Hammer Pry Bar Steel Rake
Combination Wrenches Impact Driver Ratchet Set Tape Measure �
Drill&Bits Li uid Thread Lock LOCTITE� Rubber Mallet Wheelbarrow
� • - e • - 1 - � � - : • 1 �
Tighten all screws, bolts and nuts snugly. After fasteners are snugly tightened,turn nuts and screws an additional one-half turn.
IMPORTANT: Set screws should be turned an additional full turn after snug tightening. Once equipment or components are
fully assembled with hardware tightened/torqued,any excess threads(more than finro)extending past the nut should be cut off
and filed smooth. Use liquid thread lock(such as LOCTITEO Threadlocker)with all threaded hardware.
WARNING: Liquid thread lock(prior to curing) helps to eliminate the common problem of"thread seizure"in
stainless steel hardware by serving as a lubricant during assembly.
� , - . . . � �
1 Before you begin, read completely through all instructions carefully.
2 Identify all structural components included with your order. Check parts against your packing slip.
Refer to Section R3.5-04.2 for safe playground layout as well as the top view(s)and/or site plan inctuded with your
3 purchase for accurate information on equipment layout. Confirm the equipment you purchased and its use zones will fit
in your site. Site layout is a critical part of overall installation.A clear level site is required for proper installation.
While referring to the footing diagram in Section R3.5-06.1 and top view(s) provided, identify each post and excavate
4 each hole, one at a time,as assembly progresses. When referrina to the footin4 specifications included with these
instructions adjustments must be made to comaensate for depth/thickness reauirements of the selected impact
attenuating safetv surface li.e.wood chips vs. rubber mattina).
IMPORTANT: If soil conditions are loose or unstable, larger diameter footings are required. Inquire with local
contractors for appropriate recommendations. �-
PLAYCRAFT SYSTEMS Manufactured by Krauss Craft,Inc. Phone:800-333-8519 Fax: (541)955-6130 2.1.2010
,
, �
. . GENERAL INSTALLATION GUIDELINES R3.5 - 03.2
i - . , . • � . - .
� . .
( 5 While referring to the following assembly instructions, erect the equipment(main structure first)and plumb
\-- � and fevel as you proceed.
6 Do not fully tighten hardware until assembly is complete.
7 Once assembly is complete,with the equipment plumb and level, tighten the hardware and pour the
concrete.All concrete must cure for at least 72 hours prior to being disturbed.
Affix Surfacing Level, Hard Surtace Warning and Designed for Ages(age appropriate)warning labels to
equipment. Labels should be placed in a conspicuous area such as by the main equipment access point.
8 Additional labels should be included with larger designs. For replacement or additional warning labets,
please contact customer service at 1-800-333-8519.
(Refer to Sections R3.5—07.2&07.3 for label type and correct placement)
9 WARNING: Never install play equipment over bare concrete, asphalt,or bare ground. Always use a resilient
impact attenuating safety surFace. Loose-fill safety surface should not be installed over concrete or asphalt.
Do not let children play on or near play equipment until assembly and installation is complete and an impact
attenuating safety surtace is installed.
The impact attenuation of the protective surfacing under and around playground equipment should be rated
to have a critical height value of at least the height of the highest accessible part of the equipment. To
determine the highest accessible part of equipment, refer to the current publication of the CPSC,"Handbook
for Public Playground Safety", Publication 325 at www.cpsc.gov. The critical height for surtacing is to be
rated in accordance with ASTM 1292, "A Standard Specification for Impact Attenuatidn of Surtace Systems
Under and Around Playground EquipmenY'. The CPSC"Handbook for Public Playgcound Safety"also
provides a table of critical heights for selected loose fill materials. Contact the manufacturer of unitary
10 surfacing materials (rubber matting)for the critical height ratings for their products.
The entire area, under and around the playground equipment, must be covered with an.impact attenuating
surFacing material. Refer to the current publication of the CPSC, "Handbook for Public Playground Safety"
for recommendations on the type and depth of the impact attenuating surfacing material.
For a copy of the current publication of the CPSC"Handbook for Public Playground Safety"
Write To:
U.S. Consumer Product Safety Commission Call Toll Free: 1-800-638-2772
Office of Information and Public Affairs Visit the C.P.S.C.web site: www.cpsc.gov
Washington, D.C. 20207
Good drainage around structural supports is important. Locations under swings and at the end of slides
11 (because they tend to become the lowest points) need the most active drainage. Inquire with locaf
contractors for appropriate recommendations.
Many surtacing materials can become compacted due to weather and use, which reduces their shock
12 absorbency. It is strongly recommended that the surfacing be checked weekly and material added or
replaced as necessary. �
� . � . . �
� After doing a layout of all footings and before digging footing holes, be sure to inquire about underground
utilities that may exist. Call 811, a new federally-mandated national"Call Before You Dig"phone number.
Do not leave the job site unattended without making sure that all fastening hardware on all main structures
2 and components are tightened. We also suggest roping off construction areas, and covering all holes that
do not have a piece of equipment in them with plywood or other suitable material. Because ready or not,
children will use unattended equipment.
Due to the weight involved with the structure you have purchased, it is advisable that a party of four to six
�� 3 persons of average build assemble the structure.
PLAYCRAFT SYSTEMS Manufactured by Krauss Craft,Inc. Phone: 800-333-8519 Fax: (541)955-6130 2.1.2010
!
GENERAL SAFETY RECOMMENDATIONS R3.5 - oA�.1' '
General safety recommendations applicable to the installation and maintenance of piay equipment suppiied by Krauss Craft,Inc.
�• •
Use zones are the areas under and ail around each piece of play equipment that must be covered by an accepta
impact absorbing surface material as described above. - �
The speci�c size of these use zones depends on the type of piay equipment as foiiows:
�' ' The minimum lower exit end use zone for slide
exits is determined as follows:
Highest Pointof Figure 2.�. X=The distance from Highest Poinf of the slide
Sliding SurFace surface to the Safety Surfacing.
� If X is less than 72 in. then the exit use zone for
' that slide shall be a minimum of 72 in, otherwise
x` the minimum exit use zone shali be the distance
� ��"`�°���°°°�� X, not exceeding the maximum of 96 in.
' �" _x (Refer to Figure 2.1 at(ef�)
" 8'(72")MIN
x=DtstancehomtheHighestPatntof SlidingSuAaoe IMPORTANT: No other ptay structure use zone
ro n,e top ci cne sare�y sorrac�ng s'(ss•)MAx
shall overlap the lower exit end use zone of a
slide. (Refer to the ASTM F1487, Section 9.6)
�� The use zone must extend at least twice the distance from the pivot point to the safety
surface. The use zone must also extend for a minimum of 72 in. out from each end of the
• • • swing frame legs. No other play structure use zone shall overlap the front to rear swinq use
zone. (Refer to the ASTM F1487, Secfion 9.4.1}
Ptease refer to the ASTM uidetines for additional information on swin s.
1� ' . . �
The minimum use zone for rotating swings is
Ftgure 2.2. ��—�-�`—" —..� 'Z determined as follows:
i���� ��/ ��-- �.y.- —` Y=The vertical distance from the top of the
� ��� Sitting Surface to the Pivof Point.
�� u�z� � � The minimum use zone of a rotating swing
� r+�z• � �
� (Ex. a Tire Swing) is determined by taking the
� distance Y and adding to it 72 in. in all directions.
i �z•use z«,� The use zone must also extend for a minimum of
at E�ds oT
� M yp�v�er�18P 72 in. out of each end from the swing frame legs.
i Y The 72 in. use zones at the ends of all swings
� sW�„aeay � � may overlap. (Refer to Figure 2.2 at left)
� cdearance zone �
�� �r+so• �\ i IMPORTANT: No other play structure use zone
�� 30" �� � shaN overlap the swinq bav clearance zone of a
�`�____^ �,____,�'`��_,_ slide. The rotating swing requires a 108 in. use
� ��� ��____,,�� zone between the rotating swing support structure
and all non-swing play structures. (Refer to the
ASTM F1487, Section 9.4.2)
�� � Stationary and rotating play equipment use zones must extend at least 72 in. in all
' • ' ' ' directions from the equipment's perimeter. Rocking/Springing equipment intended for
�' standing, use zones must extend at least 84 in. in all directions from the equipment's � �\
perimeter with no other use zones overlapping it. )
PLAYCRAFT SYSTEMS Manufactured by Krauss Craft, Inc. Phone:800-333-8519 Fax:(541)955-6130 2.1.2010
,
s ,
, � GENERAL SAFETY RECOIVIMENDATIONS R3.5 - 04.2
,. .
__ All play equipment must be installed over an acceptable impact absorbing surfacing material. It is the responsibility
� ` of the playground designer, installer and operator to ensure that the size, type and depth of impact absorbing
� � material used complies with the CPSC Handbook. This impact absorbing surface material must cover the entire
"Use Zone"area to a depth appropriate for the height of play equipment. See the"Use Zones"section for specific
dimensions for specific types of play equipment: Ple�se refer to the CPSC "Handbook for Public Playground
Safet ", Publication 325 at www.c sc. ov for more detailed information re ardin these issues.
ACCEPTABLE Unitary Safety Surtacing: Pour-in-place rubber or rubber tile.
Loose Fill materials: Bark nuggets, Wood Mulch, Wood Chips, Pea Gravel and Sand.
For the Loose Fill Materials listed, Krauss Craft recommends a minimum uncompressed
de th of 12 in. (9 in. com acted for e ui ment with fall hei hts u to 72 in.
UNACCEPTABLE Turf, Undisturbed Natural Ground, Undisturbed Compacted Sand, Decomposed Granite,
As halt, Concrete or an other hard surface.
1• • • • ' �
Durin the installation and maintenance rocess, ensure that:
WARNING: Contact burn injuries can occur when metal play surfaces are located in direct sun. To avoid the
risk of such burn injuries the United States Consumer Product Safety Commission recommends in iYs
1 handbook for public playground safety that metal play surtaces, such as stainless steel slides and bare or
painted metal crawl tubes should be located and installed in shaded areas and out of direct sunlight. The proper
location of inetal play surfaces must be addressed during the play area planning process.
2 There are no exposed concrete footings to trip over or fall on. The top of all footings must be at or below the
bottom of the layer of impact absorbing material.
All bolt threads protruding beyond the nut are cut and de-burred until end is smooth to the touch. Sharp edges
3 and/or points of any kind must be eliminated. No more than two threads must be exposed beyond the end of the
nut.
4 All bolts, screws, set screws, or other fasteners are tightened securely missing bolts, set screws or other
fasteners must be replaced immediately.
�� � - � � � • •
Figure 4.2
WARNING: NEVER WARNING: No other play
. , OVERLAP MINIMUM structure use zone shall overla
' 6 Ff '` � I.OWER EXR END p
--'�' MSL DEM `.�` USE 20NE the lower exit end use zone of a
' �.= ZONE �, slide or the front to rear use zone
%s � ' use zoNES c�w of a swing.
iMINIMUM ( OVERLAP BE7WEEN
� USE � INDEPENDEM PLAY
�� ZONE EQUIPMENT AND In most instances the use zone at
�.`` \�`� ROTATING SWINGS A '
, ; MINIMUM OF 9 FT the end of a swing can overlap
WARNING: NEVER ;� 1 ------ _ with other play equipment use
OVERLAP MINIMUM � 5 F7 �--%� ' ,-_ zones.
USE ZONE FOR � MINIMUM
ROCKING/SPRINGING�� SLIDE PC 2010 `\��
EQUIPMENT \ ZONE ARCH TIRE SWING i
INTENDED FOR � �
THE USER TO � j
STAND UPON:' �'`.---_- �•
i� PC 1399' ���` �'PC 1350 M NI UM j
/ MULTI SPRING � i k'�-LY WHALE USE �
/ FIRE TRUCK �v 1�}t ZONE i
i
� � 6 F7 �
i � � MINIMUM i�`'-'� __,
i � ONE t�� ``��'�----�'
i 7 fT �i � � IN SOME INSTANCES'
� MINIMUM � � USE ZONES CAN
�� USE i � PC 1330 i OVERtAP BEfWEEN
� ZONE � ��� GOLDIE i INDEPENDENT PLAY
�'��-------------� ��,_____,.= EQUIPMENT A Please refer to the ASTM
MINIMUM OP 6 �r Guidelines For additional
�- information.
PLAYCRAFT SYSTEMS Manufactured by Krauss Craft,Inc. Phone:800-333-8519 Fax:(541)955-6130 2.1.2010
POSTS & HARDWARE R3.5-o5 - ' �
- Page 1 of 1 ° -
� � � �
6mm 3/8"x1/2„
_ Washer Socket Set
Screw
9333602 1/4"x 1-9/4" ��4"x 1"
9263012-TR BH TR Tek Socket �/4"x 1-3/8"
Screw Head Screw TR Socket
9281052-TR Head Screw
� 0 9271062-TR 9281062-5-TR
0
Cotlar
Half R3.5 SOCKET
CLAMP TOp
GG-8107 GG-8108 �
SOCKET R3.5
o C�MP MOUNTING
e BO7TOM BLOCK 3
GG-8109
Q GG-8112
MOUNTING �
BLOCK TOP �
� MOt1NTtNG
GG-8110 BLOCK 6 TOP �--
3/8"x 5-1/2" 3/8"Hex
� GG-8125
Hex Bolt Nut
9123231 9483602 MOUNTING
BLOCK
FOOTtNG PIN oe BoTTO"^ MOUNTING
*lnsert bolt as shown above in GG-8111 � BOTTOM
hole near base of post. � GG-8927
��f� � 0
��� BOTTOM
CASTING MOt1NTING
RIGHT LUG MOUNTING
BOTTOM GG-8114-R INSERT
CASTING GG-8113 GE-7015
LEFT
GG-8114-L � \
- C �
��P L AYC R A f T For Customer Service Call
Manufactured by Krauss Craft,Inc. 800.333.8519(U.S.A.)or Rev A
� wovw.piaycraRsystems.com 541.955.9199(international} 1/21/2010
. �
. � CONGRETE FAOTINGS R3.5 - 06.1
IMPORTANT: The footing depth for support posts and other equipment must be adjusted to compensate for the
depth/thickness requirements of the selected impact attenuating safety surtace. (i.e.wood chips vs. rubber matting}.
0
SUPPORT PIPE
_ , 2"(2.375"O.D.)
POSTS or less
INSTALL AND MAINTAIN RECOMMENDED
SURFACING TO TH�S MARK
� TOP OF SURFACING �
'__��_��_�'___�_________'
LOOSE FILL GROUND COVER:
Impact Attenuating(resilient)Surfacing
9"compacted(12"uncompressed depth)
Finish Grade �
Ground Level
(Top of Soil)
39" Surface of Approx.4"[101.60 mmJ 27"to 39"
990.60 mm concrete ,, [685.80 mm to
I 1 � a Min.18"to 30"
Post end to sloped for a 457.20 mm to 990.60 mm]
Finish Grade drainage a a Optional Filter � [762.00 mm Support end to
Fabric over � Fnish Grade
Pea Gravel a a Support end to
Min.30" (for drainage) ° Top of Soil
[762.00 mm] ° a
Post end to Footing Anchor
Top of Soil ° (welded 5/8"Rod)=I I I ���—
° a 1��— — — ���—
� Concrete a -���, ,,���—��� „���,:�
Footing Pin Min.12"
_ _ (Hex Bolt) [304.80 mm)
2b stone(compacted), Support Block-2x6
drain rock –�I � ���- rewmmended(Add
�—I�� I��—�I�—���-�I I=� depth for blocking
Undisturbed Soil J ' ''' Min �$„ ' ' '' material)
[45720 mmJ
Figure 6.1. ,
� � � � � � �
� Use more concrete as required for supporting activities with movemenf such as the Track Rides, Traverses,
Chinning Bars and Swings.
2 See specific Swing Assembly Instructions for swing post footings and ground cover requirements.
Larger footings(more concrete) may also be required due to weather conditions and poor unstable, loose or
3 granitic soil. Befo�e changing footing dimensions we recommend that the footings be reviewed and approved
by a registered Engineer.
4 Base of the footing must be below the frost line. Determine depth of frost line for your area and adjust footing
de th (not ost and su ort de th as re uired.
C_
PLAYCRAFT SYSTEMS Manufactured by Krauss Craft,Inc. Phone: 800-333-8519 Fax: (541)955-613Q 2.1.2010
CONCRETE FOOTINGS � R3.5 - 0"6.2
' 1 . - • ' 1 . - • - .
Krauss Craft, tnc. recommends a loose fiil material such as engineered wood fiber(as described in the
C.P.S.C.) be installed at a depth of no less thah'12 in. to aliow for natura!shrinkage, and compression during
5 use.A minimum 9 in. depth of compressed loose fill material described above is required for equipment with
fall heights up to 6 ft. Cornparison of impact attenuating surtacing is available in the Playcraft Surfacing
Technical Information Guide published by (C.P.S.C).
6 Never install loose�!I material over concrete or asphalt.
� The depth of the post/support must be adjusted to compensate for the depth of impact attenuating surtacing
material ranging from loose fill materia(to rubber matting.
This equipment is designed to be instaNed on a leve!site. 7he soil sho�ald be compacted or undisturbed. The
8 footings must be cast against undisturbed soil. Support posts and all attached decks and play components
must be plumb and level.
For more information, refer to the current publication of the USCPSC
"Handbook for Public Safety"
For a copy, write to:
U.S. Consumer Product Safety Commission
O�ce of Information and Public Affairs
Washington, D.C. 20207 �
Or cal! � �
Toll-Free: 1-800-638-2772
Website: www.cpsc.gov
. � � � � �
In order to properly install the support posts on your play structure, refer to the General Safety
Step 1 Recommendations in section R3.5—04.1 &04.2 as well as the Top View and/or Site Plan drawings
found in the Construction Drawings section R3.5-02. Please be sure to read the General Safety
Guidelines before proceeding with Step 2.
With the support block at the base of the footing hole, place the support post in the footing hole at the
Step 2 determined depth. The support block helps to stabilize the post during assembly and while the concrete
cures, especially.in soft soil conditions.
Step 3 P�umb and square all suppo�t posts. Block and brace as required to prepare for final assembly and
pouring of concrete.
Step 4 Do not pour concrete until the structure is completely assembled, leveled and plumbed. Concrete must
be allowed to cure complete(y before using the structure (at least 72 hours).
C--��
PLAYCRAFT SYSTEMS Manufactured by Krauss Craft,Inc. Phone: 800-333-8519 Fax: (541)955-6130 2.1.2010
� t ;
� - SAFETY / Wi4RNING LABELS R3.5 - 07
� � - , - - . � � . , , . -
� 1 Children at play must be in view of a supervising adult on-site at all times.
�,'
2 Warn children not to climb or walk on top of playground equipment(framework) not intended for such.use.
3 All play equipment should be used in the-manner it was intended. Children should not swing empty seats or
twist ropes and swing chains.
4 Children should be dressed appropriately. Avoid loose fitting clothing such�as scarves, ponchos, and clothing
that could become easily entangled on equipment.
5 Children should be cautioned to avoid walking too closely, between, or in front of moving items.
6 Only one child per swing should be allowed. Instruct children to sit in the center of the swings with their full
weight on the seat.
� Children being pushed on swing equipment should be closely supervised by an adult. It is important to note
tfiat an aggressive push coulcl result in a child loosing his/her balance.
8 Children should be instructed not to jump off swing equipment when in motion.
9 No.more than 3 children should be riding on the tire swing at one time.
10 Children should not be pushed while on the tire swing.
11 Children should be advised to "wait their turn"on activities such as a slide therefore, each child is able to slide
down and safely move to the side before another child begins their descent.
12 Children's personal toys(bikes, wagons, etc.)should be stored away from the play structure area.
� . - , : . .
Large structures may require two or more sets of Warning Labels. � _ .� �
For additional Warning Labels, call (800)333-8519. 1 � �,
1 I ":°�..,�
I Q��
Standard set includes (1) Hard Surface warning label and (1) ; ^��"
Designed for Ages (2-5, 5-12 or 2-12)warning label. =---� „�
;--- .
2 Attach in a conspicuous location, such as near an entry. ; ^ ,,,,�
i �z .�y��
V ��,.�.�,�,�?'
I �osfo"�.�+°"..
L_"� �
3 To apply, clean post with alcohol, remove protective backing and ^��`"""
apply to clean post.
� . , : . .
Some play equipment may require recommended surfacing level
labels appropriately placed at the bottom of all posts. The correct �
� placement of the labels is dependent on the requirements of the �rySTALLANDMAINTAINRECOMUEPDm
specific equipment design and resilient ground cover choice.
Please consult with our Pla craft re resentative or call the facto SURFACIN6T0TlHSMARK
Y Y P rY y TOP OF SURFACING �
at(800) 333-8519 for surfacing and label placement advice. ________________________
Z To apply, clean post with alcohol, remove protective backing and
apply to clean post.
�_.
PLAYCRAFT SYSTEMS Manufactured by Krauss Craft, Inc. Phone: 800-333-8519 Fax: (541)955-6130 2.1.2010
GENERAL MAINTENANCE R3.5 - 88 �'
To ensure the safest p(ay area and equipment possible, periodic inspections should be.perforn �
and recorded on a daily,weekty and monthty basis. Some form of maintenance program shoul
be estabtished and strictly adhered to.
Note: A camprehensive list of maintenance steps, including a sample playground maintenance safety inspection
form, can be found in the complete maintenance manuaf included with your purchase.
� : . • . . . . . - . . .
.
� Appropriate impact attenuating safety surface material must be maintained�under and around all piayground
equipment.
2 The equipment and ptay area must be kept clean and free of any misceiianeous debris or litter.
3 Moving parts such as ropes, chains, swing hangers, bridges, etc. must be inspected regularly to determine if
excessive wear is occurring. Any parts showing excessive wear or damage must be replaced.
4 Ail bolts, hardware, collars and fittings must be checked regularly and tightened if necessary.
5 Any broken or missing end caps on pipe must be replaced. ���
6 Check afl Steel and Poly Surtaces and replace or repair as required.
� Tire swing swivel must be greased at time of installation and on a regular basis. Each swivel is equipped with
1 or 2 grease fittings to altow lubrication with a standard grease gun.
8 Make sure warning labels are legible and in a conspicuous location.
For further information or questions about maintenance or for replacement parts,please contact your
playcraft representative or Krauss Craft, Inc.customer service at 1-800-333-8519.
�
� _/
PLAYCRAF7 SYSTEMS Manufactured by Krauss Craft, Inc. Phone:800-333-8519 Fax:{541)955-6130 2.1.2010
� � _
• ' COLLAR ASSEMBLY �3.5-09
Page 1 of 2
��-� -, IMPORTANT NOTES: Read First
~ (A) Use liquid thread lock(such as Loctite°)with all threaded hardware. Important: Liquid thread lock(prior to
curing) helps to eliminate the common problem of"thread seizure" in stainless steel hardware by serving as a
lubricant during assembly. - � •
(B)See component assembly instructions for collar heights and locations.
(C)The Collar splits should be aligned parallel with deck faces and should always be parallel to the collars of
the same component. (See Figure 3)
(D) Important: On overhead evenYs the collars should be oriented so that the Socket Clamps or Mounting
Blocks are installed over the Tek Screw. (See Figure 4)
FIGURE 1
Collar Assembly
3/16"Tamper 3/16"Tamper Resistant
Resistant Hex InseR Hex Key Wrench
FIGURE 2
Tamper Resistant Tools
6mm Washer
%
� 1/4"x 1-3/8"TR
Socket Head Screw
1/4"x 1-1/4"BH TR Ste p 1
Tek Screw
Locate and mark the position of the collar on
the support post, place in the correct position .
and attach as shown in Figure 1 using the tools
shown in Figure 2.
�Qd (See Figures 3 and 4 and Notes A, B, C and D)
Important: Do not install Tek Screws until the
components location and orientation have
. been established.
Step 2
Collar Ha�f R3.5
' Check to ensure the placement of the collar
� COLLAR SPLIT assembly is at the specified height and
orientation then install the Tek Screws as
shown in Figure 1.
Step 3
Fully tighten alt fasteners according to the
"TIGHTENING TORQUE FOR HARDWARE"
section of the Installation Manual.
(See Note A)
�_:.-
��P LAYC R A FT Manufactured by Krauss Craft,�nc. For Customer Service Cal1 ReV C
www.ptaycraftsystems.com 800.333.8519(U.S.A.)or 3/13/2009
541.955.9199(International)
R3.5-09 Y `' '
COLLAR ASSEIVIBLY page 2 of 2 ' •
Collar Split Should be ,
Aligned Parallel with J
the Exterior Deck Face
Tek Screw Should
be installed under
�
, Socket Clamp
FIGURE 3
Collar Alignment
�
�
� Vi
FIGURE 4
Overhead Event Collar Alignment
Specifications Parts List
COLLARS: Part# DESCRIPTION QTY.
Shall be two-part and precision die-cast from a high oos�o� R3.5 Collar Half 2
strength alummum alloy. The Collars have a multi-
stage baked-on powder coat finish. s2��os2-TR Screw Tek 1/4"x 1-1/4"BH TR 2
9281062-5-TR Screw Soc HD CS 1/4"x 1-3/8"TR 2
HARDWARE: 9333602 Washer Flat s mm 2
Shall be stainless steel, zinc/nickel plated or
galvanized as required to resist rust and corrosion.
Maintenance
Periodically tighten all screws, bolts and nuts. A
periodic inspection of all pa�ts is necessary. If a part
is broken or worn, replace immediately. For general
maintenance please refer to our Playground
Maintenance Manual. ( ,1
�]PLAY C R A FT Manufactured b Krauss Craft,Inc. For Customer Service Call Rev C
�� y 800.333.8519(U.S.A.)or
��1 www.playcraftsystems.com 541.955.9199(International) 3/13/2009
' ' M�U�lTINC� BLOCK APPLICATIONS R3.5 - 10
, � Page 1 of 2
TYPE 1 - R35 Mounting Block 4 TYPE 2 - R35 Mounting Block 6 & Cievis
� (Applies to most decks) (Applies to ALL OVERHEAD EVENTS)
3/8"x 2-1/2"
3/8"x 2-1/2" 3/8"x 1"O.D. Shoulder Bolt
Button Head � /Washer 1/4"x 1-3/8"
Bolt Soc. Hd. Cap
1/2"SAE Screw
Washer Mounting
Mounting , � Block 6
Block 4 � O Top
Top
Collar
Mounting Half �
Block 4 �� ,
Bottom
0
Clevis
1/2"SAE (welded to
Washer \ � activity)
1/2" /
3/8"x 2" � SAE
Barrel Nut Washer Mounting
�� Block 6 `
318"x 2" � Bottom Collar
Barrel Nut Half
3
TYPE 3 - R35 Mounting Block 3
(Appiies to R3.5 Deck #5 only)
3i8��x 2-�i2�� R3.5 Deck#5
Button Head � 3/8"x 1"O.D.
BO�t / Washer
0
Mounting
Block 3
2 PI. � 45° 45°
� o 0
D 4
1/2"SAE
Mt. Blk. 3 Mt. Bik. 3
Washer , Mounting Block 3 is used
ONLY on the 45°corners of
1 " / this deck,2 Pi.
3/8 x 2 Collar
Barrel Nut� Halves
�±" Manufactured by Krauss Craft,Inc. For Customer Service Call
���PlAYC BA�T N,�.playcraftsystems.com 800.333.8519(U.S.A.)or Rev C
541.955.9199(International)
MOUNTING BLC�CK APPLICATIDNS R3.5 - 1�0 � � �
Page2of2 " ` '
�
Parts List - Type 1 instattation
PART# DESCRIPTION QTY. NOTES: More detailed instructions will be supplied /'���
008110 Mounting Block 4 Top 1 with the specific components being installed on your �
008111 Mounting Block 4 Bottom 1 play system.
9103112-TR Bolt Button Head 3/8"x 2-1/2" - 1 . .
9333002 Washer Flat 3/8"x 1"x .100 thick 1 Step 1.
9345002 Washer Flat SAE 1/2" 1 Attach Collar halves to Post. Refer to Collar
9443092-TR Nut Barre(3/8"x 2" BH 1 Assembly Page R3.5-09.
Step 2.
Attach Mvunting Blocks to Collar and activity to
� Mounting Blocks using type (1-3) hardware as
Parts List - Type 2 � specifed.
Step 3.
PART# DESCRIPTION QN• Snug tighten all fasteners. v
008125 Mounting Block 6 Top 1 .
008127 Mounting Block 6 Bottom 1 Step 4.
9143112-TR Bolt Shoulder 3/8"x 2-1/2" 1 Check to ensure proper placement of the activity.
9281062-5 Screw Soc HD CS 1/4"x 1-3/8" 1
93450Q2 Washer Ffat SAE 9/2" 2 Step 5.
9443Q92-TR Nut Barrel 3/8"x 2" BH 1 Apply liquid thread lock and fuUy tighten all fasteners
according to the "TIGHTENING TORQUE FOR
HARDWARE" Section of the Installer's Manual.
Parts List - Type 3 (�`�
PART# DESCRIPTION QTY.
008112 Mounting Block�3 2
9103112-TR Bolt Button Head 3/8"x 2-1/2" 1 '
9333002 Washer Flat 3/8"x 1"x.100 thick 1
9345002 Washer Flat SAE 1/2" 1 S ecifications
9443092-TR Nut Barrel 3/$"x 2" BH 1 p
MOUNTING BLOCKS:
Shall be finro-part and precision die-cast from a high
strength aluminum alloy. The Mounting Blocks have
a multi-stage baked-on powder coat finish.
HARDWARE:
Shal1 be stainless steel, zinc/nickel plated or
galvanized as required to resist rust and corrosion.
Maintenance
Periodically tighten all screws, bolts and nuts.A
periodic inspection of all parts is necessary. If a part
is broken or worn, replace immediately. For general
mainfenance please refer to our Piayground
Maintenance Manuat.
� Manufactured by Krauss Craft,Inc. For Customer Service Call ( ��
�PLAY�RAFT W�p�aycraftsystems.com 800.333.8519(U.S.A.)or Rev C �
54i.955.9989(International)
,
.
' ' �OCKET CLAIIIIIP ASSEMBLY R3.5-11
Page 1 of 2
=-- IMPORTANT NOTES: Read First
C, �
- (A) Use liquid thread Iock (such as Loctite)with ail threaded hardware. Important: Liquid thread lock (prior to
curing)helps to eliminate the common problem of"tF�read seizure"in sfainiess steel hardware by serving as a
lubricant during assembly. •
(B) Refer to installation manual for R3.5-09 Collars.
FIGURE 1
Socket Clamp Assembly
3/16"Tamper 3/16"Tamper Resistant
Resistant Hex insert Hex Key Wrench
See Installation Manual FIGURE 2
section R3.5-o9 co�iars. Tamper Resistant Tools
SOCKET CLAMP
TOP
1/4"x 1"Socket
Head Screw Ste p 1
�r
6mm Washer Attach collar to post. (See Note B)
Step 2
Loosely attach the socket clamps to the
� coliar as shown in Figure 1 using the tools
� shown in Figure 2. (See Note A and B)
� I Note: Take care to achieve proper thread
� engagement of Socket Head Cap Screws to
I prevent cross threading while drawing upper
, and lower socket clamp halves together
, during tightening of hardware.
( �
,
� Step 3
� Check the placement of activity and make
adjustments if necessary.
SOCKET CLAMP
� �
B°'�°M Step 4
�
�se Scr wSocket �Fully tighten all fasteners according to the �
TIGHTENING TORQUE FOR HARDWARE
section of the Installation Manual.
�
��PLAYCRAFT ManufacturedbyKrauss,Craft,lnc. ForCustomerServiceCall Rev C
www.playcraftsystems.com 800.333.8519(U.S.A.)or 3/13/2009
541.955.9199(International)
` � � , .
SOCKET CLAMP A�SEMBLY R3.5-11 " t '
� �..
Page 2 of 2
Specifications Parts List
SOCKET CLAMPS: Part# DESCRIPTtON QTY.
�
Shall be finro-part and precision die-cast from a high
strength aluminum alloy. The Socket Clamps have ooa�os Socket Ciamp Top R35 �
a muiti-stage baked-on powder coat�nish. oos�os Socke2 Clamp Bottom R35 �
9263012-TR Screw Soc Set 3/8"x 1/2" 1
HARDWARE: 9281052-TR Screw Soc HD 1/4"X�" 2
Shall be stainless steel, zinc/nickel ptated or 9333602 Washer Flat 6 mm 2
galvanized as required to resist rust and corrosion.
\
�. }
Maintenance
Periodically tighten all screws, bolts and nuts.A �
periodic inspection of all parts is necessary. If a part
is broken or worn, replace immediately. For general
maintenance please refer to our Playground
Maintenance Manual.
C �
��PLAYCRAFT ManufacturedbyKraussCraft,lnc. ForCustomerServ'�ceCall Rev C
�� www.playcraftsystems.com 800.333.8519(U.S.A.)or
541.955.9199(International) 3/13/2009
: S ' �-�.._
♦ (�I __�____,___"_`-, _`_
MourvriNG �,U� ass
� EMgLY R3.5 - 12
- Page 1 of 2
�' .
Mounting Lug
. Appl�cation .
Shoulder Bolf
See Note B Socket
Clamp
Washer Assembly
See Assy,
Pg. R3.5- 91
MOUNTlNG
`�, LUG R35
�,. �° ��
� o a \��
'� o o°a°o°o°o
6 O O O O O
O O O O O O 6
°o°o°o°o°o°o°a°a
0 0 0 0 0 0 0 0 0
o°d°o°o°o°o°a°o°o°o°o
o°a°a°o°o°o°a°o°o°o° ��
°c°o°o°o°o°o°a°o°o°o° �\
0 o a o o a o 0 0 0
°a°o°a°a°o°o°a°o°o°
o°o°o°o°o°o°o°o°o°o°
°o°o°o°o°o°o°a°o°o°
°a°o°o°a°o°o°o°
O C Q O O O
�O o O�C O
O O q
6 O O O O O O O O O C?
6 O O O 4 O O q O O O 6
O O O q O O 'O d O G7 6 O O
O O O O O O d O O O O O O O O O
O O O O O 9 O O O b O O O 6 O O 4 O O
O O O O O C? O O O O O O O O O b d b O O O O
Q q O O 4 O O 60 6 O O O O O O O O 6 O O 4 O� �p
O O 4 O O t? b O O O O O O b O C,� O O O 6 d O
O b�0 O O O O O 4 QO O O d O O d O O d O O �
O q O O 6 O C? O 6 O O O O O O O O O O
O O O O O�'O O O O O O 40 Q O O O O �
�Q O O Q O O b O d O O O �O O �
O O O 0 O b O O O O O d O O
O C? O O Q 6 O O C? O O O O O
O O O O O O O 4�0 bO�OOQ O �
O O C O O O d b G ��
4 O O O q O O �
�O 6 O � �
O
�
. �
C �
` ���LA 1.��.� r Manufactured by Krauss Craft,Inc,
�'ww.playcraftsystems.com For Customer Service�ap
800.333.8519{U.S.A.)or
549.955.9199(Internationat) Rev B
MOUNTING LUG ASSEMBLY R3.5 - 12 � • :
Page2of2 *
�
Parts List installation
PART# DESCRIPTION QTY. Notes: / l
008113 Mounting �ug R35 1 A) More detaited instructions will be supplied with �
the specific components being installed on your play
. , system.
B) Note that the length of the Shoulder Bolt varies
depending upon the application.
Step 1.
Attach Collar Halves to Post. Refer to Collar
� Assembly Page R3.5-09.
Step 2.
Attach Socket Clamp Assembly to Collar. Refer to
Socket Clamp Assembly page R3.5- 11.
Step 3.
Attach the activity to the Mounting Lug using the
hardware as specified for the specific application.
Step 4.
� Snug tighten all fasteners.
Step 5.
Check to ensure proper placement of the activity -�
Specifications and make adjustments if necessary. �
�_:
MOUNTING LUG: Step 6.
Shall be precision die-cast from a high strength Apply liquid thread lock and fully tighten all fasteners
aluminum alloy. The Mounting Lug has a multi-stage according to the "TIGHTENING TORQUE FOR
baked-on powder coat finish. HARDWARE" Section of the Installer's ManuaG.
Maintenance
Periodically tighten all screws, bolts and nuts. A
periodic inspection of all parts is necessary. If a part
is broken or worn, replace immediately. For general
maintenance please refer to our Playground
Maintenance Manual.
Manufactured by Krauss Craft,Inc. For Customer Service Call /
,���PLAYG RAFT W�p�aycraftsystems.com 800.333.8519(U.S.A.)or Rev B
541.955.9199(International)
y 4
` �' iVIOUNTING INSERT ASSEMBLY R3.5 - 13
Page 1 of 2
` _._,
Mounting Insert
Application
Socket Clamp
Assembly
See Assy. Pg.
R3.5 - 11 \
Washer
0
� _..--�
j MOUNTING
' INSERT
Button Head Bolt
See Note B
� Manufactured by Krauss Craft,Inc. For Customer Service Call
��PLaYCRA�T �p�aycraftsystems.com 800.333.8519(U.S.A.)or Rev C
541.955.9199(International)
MOUNTING INSERT ASSEMBLY R3.5 - 13 � y :. �� ,
Page 2 of 2
Parts List Installation
PART# DESCRIPTION QTY. Notes: ��
007015 Mounting insert 1 A) More detailed instructions wili be supplied with the
specific components being installed on your play
,� . , system.
B) Note that the length of the Button Head Bolt
varies depending upon the application.
Step 1.
- � Attach Collar Halves to Post. Refer to Collar
Assembly Page R3.5-09.
Step 2.
Attach Socket Clamps to Collar. Refer to Socket
Clamp Assembly Page R3.5- 11
Step 3.
Attach the activity to the Mounting Insert using
hardware as specified for the specific application.
Step 4.
Snug tighten all fasteners.
Step 5.
Check to ensure proper placement of the activity and -��,
Specifications make adjustments if necessary.
MOUNTING INSERTS: Step 6.
Shall be precision die-cast from a high strength App�Y liquid thread lock and fully tighten all fasteners
aluminum alloy. according to the "TIGHTENING TORQUE FOR
HARDWARE" Section of the Installer's Manua I.
Maintenance
Periodically tighten all screws, bolts and nuts.A
periodic inspection of all parts is necessary. If a part
is broken or worn, replace immediately. For general
maintenance please refer to our Playground
Maintenance Manual.
For Customer Service Call `` �
��RtAYC6A�T Manufactured by Krauss Craft,Inc. 800.333.8519(U.S.A.)or Rev C
www.ptaycraftsystems.com 541.955.9199(International)
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Page 1
1 0€5 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright(c) 2010 by Matthew Bender&Company, Inc. ,
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT IS CURRENT THROUGH 2O09-2010 EXTRAORDINARY SESSIONS
. 1-5, �x��
7, AND 8, AND URGENCY LEGISLATION THROUGH CH 12 OF THE 2010 REGULAR SES-
SION
LABOR CODE
Division 2. Employment Regulation and Supervision
Part 7. Public Works and Public Agencies
Chapter 1. Public Works
Article 2. Wages
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Lab Code � 1771 (2009)
§ 1771. Requirement of prevailing local rate for work under contract
Except for public works projects of one thousand dollars ($1,000) or less,not less than the gen-
eral prevailing rate of per diem wages for work of a similar character in the locality in which the
public work is performed, and not less than the general prevailing rate of per diem wages for holi-
day and overtime work fixed as provided in this chapter, shall be paid to all workers employed on
public works.
This section is applicable only to work performed under contract, and is not applicable to work
carried out by a public agency with its own forces. This section is applicable to contracts let for
maintenance work.
2 of 5 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright(c) 2010 by Matthew Bender&Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT IS CURRENT THROUGH 2O09-2010 EXTRAORDINARY SESSIONS
1-5, ***
, Page 2
Cal Lab Code§ 1775
7, AND 8, AND URGENCY LEGISLATION THROUGH CH 12 OF THE 2010 REGULAR SES-
SION
LABOR CODE
Division 2. Employment Regulation and Supervision
Part 7. Public Works and Public Agencies
Chapter 1. Public Works
Article 2. Wages
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
Cal Lab Code § I775(2009)
§ 1775. Forfeiture for paying less than prevailing wage rates; Amount of penalty; Payments
to workers; Liability of prime contractor; Notification of complaint
(a)
(1) The contractor and any subcontractor under the contractor shall, as a penalty to the state or
political subdivision on whose behalf the contract is made or awarded, forfeit not more than fifty
dollars ($50) for each calendar day, or portion thereof,for each worker paid less than the prevailing
wage rates as deternuned by the director for the work or craft in which the worker is employed for
any public work done under the contract by the contractor or, except as provided in subdivision (b),
by any subcontractor under the contractor.
(2)
(A)The amount of the penalty shall be determined by the Labor Commissioner based on con-
sideration of both of the following:
(i)Whether the failure of the contractor or subcontractor to pay the correct rate of per diem
wages was a good faith mistake and, if so,the error was promptly and voluntarily corrected when
brought to the attention of the contractor or subcontractor.
(ii)Whether the contractor or subcontractor has a prior record of failing to meet its prevailing
wage obligations.
�)
(i)The penalty may not be less than ten dollars ($10)for each calendar day, or portion
thereof, for each worker paid less than the prevailing wage rate,unless the failure of the contractor
or subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so,the
error was promptly and voluntarily corrected when brought to the attention of the contractor or sub-
contractor.
(ii) The penalty may not be less than twenty dollars ($20) for each calendar.day, or portion
thereof, for each worker paid less than the prevailing wage rate, if the contractor or subcontractor
has been assessed penalties within the previous three years for failing to meet its prevailing wage
obligations on a separate contract, unless those penalties were subsequently withdrawn or over-
turned.
�
Page 3
Cal Lab Code§ 1775
(iii) The penalty may not be less than thirty dollars ($30) for each calendar day, or portion
thereof, for each worker paid less than the prevailing wage rate, if the Labor Commissioner deter-
mines that the violation was willful, as defined in subdivision (c) of Section 1777.1.
(C) When the amount due under this section is collected from the contractor or subcontractor,
any outstanding wage claim under Chapter 1 (commencing with Section 1720) of Part 7 of Division
2 against that contractor or subcontractor shall be satisfied before applying that amount to the pen-
alty imposed on that contractor or subcontractor pursuant to this section.
(D) The determination of the Labor Commissioner as to the amount of the penalty shall be re-
viewable only for abuse of discretion.
(E) The difference between the prevailing wage rates and the amount paid to each worker for
each calendar day or portion thereof for which each worker was paid less than the prevailing wage
rate shall be paid to each worker by the contractor or subcontractor, and the body awarding the con-
tract shall cause to be inserted in the contract a stipulation that this section will be complied with.
(b)If a worker employed by a subcontractor on a public works project is not paid the general
prevailing rate of per diem wages by the subcontractor, the prime contractor of the project is not
liable for any penalties under subdivision (a)unless the prime contractor had knowledge of that
failure of the subcontractor to pay the specified prevailing rate of wages to those workers or unless
the prime contractor fails to comply with all of the following requirements:
(1)The contract executed between the contractor and the subcontractor for the performance of
work on the public works project shall include a copy of the provisions of Sections 1771, 1775,
1776, 1777.5, 1813, and 1815.
(2)The contractor shall monitor the payment of the speci�ed general prevailing rate of per
diem wages by the subcontractor to the employees,by periodic review of the certi�ed payroll re-
cords of the subcontractor.
(3) Upon becoming aware of the failure of the subcontractor to pay his or her workers the
specified prevailing rate of wages,the contractor sha11 diligently take corrective action to halt or
rectify the failure,including,but not limited to, retaining sufficient funds due the subcontractor for
work performed on the public works project.
(4)Prior to rriaking final payment to the subcontractor for work performed on the public works
project, the contractor sha11 obtain an affidavit signed under penalty of perjury from the subcontrac-
tor that the subcontractor has paid the specified general prevailing rate of per diem wages to his or
her employees on the public works project and any amounts due pursuant to 5ection 1813.
(c) The Division of Labor Standards Enforcement shall notify the contractor on a public works
project within 15 days of the receipt by the Division of Labor Standards Enforcement of a com-
plaint of the failure of a subcontractor on that public works project to pay workers the general pre-
vailing rate of per diem wages.
3 of 5 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Page 4
Cal Lab Code § 1776
Copyright (c) 2010 by Matthew Bender&Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT IS CURRENT THROUGH 2O09-2010 EXTRAORDINARY SESSIONS
1-5, ***
7,AND 8, AND URGENCY LEGISLATION THROUGH CH 12 OF THE 2010 REGULAR SES-
SION
LABOR CODE
Division 2. Employment Regulation and Supervision
Part 7. Public Works and Public Agencies
Chapter 1. Public Works
Article 2. Wages
GO TO CALIFOItNIA CODES ARCHIVE DIRECTORY
Cal Lab Code §1776(2009)
§ 1776. Payroll record of wages paid; Inspection; Forms; Effect of noncompliance; Penalties
(a)Each contractor and subcontractor sha11 keep accurate payroll records, showing the name,
address, social security number, work classification, straight time and overtime hours worked each
day and week, and the actual per diem wages paid to each journeyman, apprentice, worker,or other
employee employed by him or her in connection with the public work. Each payroll record shall
contain or be verified by a written declaration that it is made under penalty of perjury, stating both
of the following:
(1) The information contained in the payroll record is true and correct.
(2) The employer has complied with the requirements of Sections 1771, 1811, and 1815 for any
work performed by his or her employees on the public works project.
(b)The payroll records enumerated under subdivision (a) sha11 be certified and shall be avail-
able for inspection at all reasonable hours at the principal of�ce of the contractor on the following
basis:
(1) A certified copy of an employee's payroll record shall be made available for inspection or
furnished to the employee or his or her authorized representative on request.
(2) A certified copy of a11 payroll records enumerated in subdivision (a) shall be made available
for inspection or furnished upon request to a representative of the body awarding the contract, the
Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the De-
partment of Industrial Relations.
(3) A certi�ed copy of all payroll records enumerated in subdivision (a) shall be made available
upon request by the public for inspection or for copies thereof. However, a request by the public
shall be made through either the body awarding the contract,the Division of Apprenticeship Stan-
dards, or the Division of Labor Standards Enforcement. If the requested payroll records have not
� , .
Page 5
Cal Lab Code§ 1776
been provided pursuant to paragraph (2), the requesting party sha11,prior to being provided the re-
cords, reimburse the costs of preparation by the contractor, subcontractors, and the entity through
which the request was made. The public may not be given access to the records at the principal of-
fice of the contractor.
(c)The certi�ed payroll records shall be on forms provided by the Division of Labor Standards
Enforcement or shall contain the same information as the forms provided by the division. The pay-
roll records may consist of printouts of payroll data that are maintained as computer records, if the
printouts contain the same information as the forms provided by the division and the printouts are
veri�ed in the manner speci�ed in subdivision (a).
(d)A contractor or subcontractor shall file a certified copy of the records enumerated in subdi-
vision (a) with the entity that requested the records within 10 days after receipt of a written request.
(e)Any copy of records made available for inspection as copies and furnished upon request to
the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or
the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of
an individual's name, address, and social security number. The name and address of the contractor
awarded the contract or the subcontractor performing the contract shall not be marked or obliter-
ated. Any copy of records made available for inspection by, or furnished to, a joint labor-
management committee established pursuant to the federal Labor Management Cooperation Act of
1978 (29 U.S.C. Sec. 175a) sha11 be marked or obliterated only to prevent disclosure of an individ-
ual's name and social security number. A joint labor management committee may maintain an ac-
tion in a court of competent jurisdiction against an employer who fails to comply with Section 1774.
The court may award restitution to an employee for unpaid wages and may award the joint labor
management committee reasonable attorney's fees and costs incurred in maintaining the action. An
action under this subdivision may not be based on the employer's misclassification of the craft of a
worker on its certified payroll records. Nothing in this subdivision limits any other available reme-
dies for a violation of this chapter.
(�The contractor shall inform the body awarding the contract of the location of the records
enumerated under subdivision (a), including the street address, city, and county, and shall,within
�ve working days,provide a notice of a change of location and address.
(g) The contractor or subcontractor has 10 days in which to comply subsequent to receipt of a
written notice requesting the records enumerated in subdivision(a). In the event that the contractor
or subcontractor fails to comply within the 10-day period, he or she sha11, as a penalty to the state or
political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars
($25) for each calendar day,or portion thereof, for each worker,until strict compliance is effectu-
ated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Stan-
dards Enforcement, these penalties sha11 be withheld from progress payments then due. A contractor
is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to
comply with this section.
(h)The body awarding the contract sha11 cause to be inserted in the contract stipulations to ef-
fectuate this section.
(i)The director shall adopt rules consistent with the California Public Records Act (Chapter 3.5
(commencing with Section 6250) of Division 7 of Title 1 of the Government Code) and the Informa-
tion Practices Act of 1977 (Title 1.8 (commencing with Section 1798)of Part 4 of Division 3 of the
• S
l�
Page 6
Cal Lab Code§ 1'776
Civil Code) governing the release of these records, including the establishment of reasonable fees to
be charged for reproducing copies of records required by this section.
4 of 5 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2010 by Matthew Bender&Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT IS CURRENT THROUGH 2O09-2010 EXTRAORDINARY SESSIONS
1-5, ***
7, AND 8, AND URGENCY LEGISLATION THROUGH CH 12 OF THE 2010 REGULAR SES-
SION
LABOR CODE
Division 2. Employment Regulation and Supervision
Part 7. Public Works and Public Agencies
Chapter 1. Public Works
Article 2. Wages
GO TO CALIFO1tNIA CODES ARCHIVE DIRECTORY
Cal Lab Code § 1777.5(2009)
§ 1777.5. Employment of apprentices on public works
(a) Nothing in this chapter sha11 prevent the employment of properly registered apprentices upon
public works.
(b)Every apprentice employed upon public works sha11 be paid the prevailing rate of per diem
wages for apprentices in the trade to which he or she is registered and shall be employed only at the
work of the craft or trade to which he or she is registered.
(c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship stan-
dards that have been approved by the Chief of the Division of Apprenticeship Standards and who
are parties to written apprentice agreements under Chapter 4 (commencing with Section 3070) of
Division 3 are eligible to be employed at the apprentice wage rate on public works. The employ-
ment and training of each apprentice sha11 be in accordance with either of the following:
(1) The apprenticeship standards and apprentice agreements under which he or she is training.
(2)The rules and regulations of the California Apprenticeship Council.
(d)When the contractor to whonn the contract is awarded by the state or any political subdivi-
sion, in performing any of the work under the contract, employs workers in any apprenticeable craft
.
,, • ^�
Page 7
Cal Lab Code§ 1777.5
or trade,the contractor shall employ apprentices in at least the ratio set forth in this section and may
apply to any apprenticeship program in the craft or trade that can provide apprentices to the site of
the public work for a certificate approving the contractor under the apprenticeship standards for the
employment and training of apprentices in the area or industry affected. However, the decision of
the apprenticeship program to approve or deny a certificate shall be subject to review by the Admin-
istrator of Apprenticeship. The apprenticeship program or programs, upon approving the contractor,
shall arrange for the dispatch of apprentices to the contractor. A contractor covered by an appren-
ticeship program's standards sha11 not be required to submit any additional application in order to
include additional public works contracts under that program. "Apprenticeable craft or trade," as
used in this section,means a craft or trade determined as an apprenticeable occupation in accor-
dance with rules and regulations prescribed by the California Apprenticeship Council. As used in
this section, "contractor" includes any subcontractor under a contractor who performs any public
works not excluded by subdivision (o).
(e)Prior to commencing work on a contract for public works, every contractor shall submit con-
tract award information to an applicable apprenticeship program that can supply apprentices to the
site of the public work. The information submitted shall include an estimate of journeyman hours to
be performed under the contract, the number of apprentices proposed to be employed, and the ap-
proximate dates the apprentices would be employed. A copy of this information shall also be sub-
mitted to the awarding body if requested by the awarding body. Within 60 days after concluding
work on the contract,each contractor and subcontractor shall submit to the awarding body, if re-
quested, and to the apprenticeship program a verified statement of the journeyman and apprentice
hours performed on the contract. The information under this subdivision shall be public. The ap-
prenticeship programs shall retain this information for 12 months.
(�The apprenticeship program that can supply apprentices to the area of the site of the public
work shall ensure equal employment and affirmative action in apprenticeship for women and mi-
norities.
(g) The ratio of work performed by apprentices to journeymen employed in a particular craft or
trade on the public work may be no higher than the ratio stipulated in the apprenticeship standards
under which the apprenticeship program operates where the contractor agrees to be bound by those
standards,but,except as otherwise provided in this section, in no case shall the ratio be less than
one hour of apprentice work for every five hours of journeyman work.
(h) This ratio of apprentice work to journeyman work shall apply during any day or portion of a
day when any journeyman is employed at the jobsite and sha11 be computed on the basis of the
hours worked during the day by journeymen so employed. Any work performed by a journeyman in
excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio. The con-
tractor shall employ apprentices for the number of hours computed as above before the end of the
contract or, in the case of a subcontractor,before the end of the subcontract. However, the contrac-
tor shall endeavor, to the greatest extent possible,to employ apprentices during the same time pe-
riod that the journeymen in the same craft or trade are employed at the jobsite. Where an hourly ap-
prenticeship ratio is not feasible for a particular craft or trade, the Chief of the Division of Appren-
ticeship Standards, upon application of an apprenticeship program, may order a minimum ratio of
not less than one apprentice for each five journeymen in a craft or trade classi�cation.
(i) A contractor covered by this section that has agreed to be covered by an apprenticeship pro-
gram's standards upon the issuance of the approval certificate, or that has been previously approved
� .
•� .
Page 8
Cal Lab Code§ 1777.5
for an apprenticeship program in the craft or trade, shall employ the number of apprentices or the
ratio of apprentices to journeymen stipulated in the applicable apprenticeship standards,but in no
event less than the 1-to-5 ratio required by�suliciivision(g).
(j) Upon proper showing by a contractor that he or she employs apprentices in a particular craft
or trade in the state on a11 of his or her contracts on an annual average of not less than one hour of
apprentice work for every five hours of labor performed by journeymen, the Chief of the Division
of Apprenticeship Standards may grant a certificate exempting the contractor from the 1-to-5 hourly
ratio, as set forth in this section for that craft or trade.
(k) An apprenticeship program has the discretion to grant to a participating contractor or con-
tractor association a certificate,which shall be subject to the approval of the Administrator of Ap-
prenticeship, exempting the contractor from the 1-to-5 ratio set forth in this section when it�nds
that any one of the following conditions is met:
(1)Unemployment for the previous three-month period in the area exceeds an average of 15
percent.
(2)The number of apprentices in training in the area exceeds a ratio of 1 to 5.
(3)There is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of
its journeymen annually through apprenticeship training, either on a statewide basis or on a local
basis.
(4)Assignment of an apprentice to any work performed under a public works contract would
create a condition that would jeopardize his or her life or the life, safety, or property of fellow em-
ployees or the public at large,or the specific task to which the apprentice is to be assigned is of a
nature that training cannot be provided by a journeyman.
(1)When an exemption is granted pursuant to subdivision (k) to an organization that represents
contractors in a specific trade from the 1-to-5 ratio on a local or statewide basis, the member con-
tractors shall not be required to submit individual applications for approval to local joint apprentice-
ship committees, if they are already covered by the local apprenticeship standards.
(m)
(1)A contractor to whom a contract is awarded, who, in performing any of the work under the
contract, employs journeymen or apprentices in any apprenticeable craft or trade shall contribute to
the California Apprenticeship Council the same amount that the director determines is the prevail-
ing amount of apprenticeship training contributions in the area of the public works site. A contractor
may take as a credit for payments to the council any amounts paid by the contractor to an approved
apprenticeship program that can supply apprentices to the site of the public works project. The con-
tractor may add the amount of the contributions in computing his or her bid for the contract.
(2)At the conclusion of the 2002-03 fiscal year and each fiscal year thereafter, the California
Apprenticeship Council shall distribute training contributions received by the council under this
subdivision, less the expenses of the Division of Apprenticeship Standards for administering this
subdivision,by making grants to approved apprenticeship programs for the purpose of training ap-
prentices. The funds sha11 be distributed as follows:
+ � .
. ` �.' �
;
Page 9
; Cal Lab Code§ 1777.5
(A) If there is an approved multiemployer apprenticeship program serving the same craft or
trade and geographic area for which the training contributions were made to the council, a grant to
that program shall be made. � '
(B)If there are two or more approved multiemployer apprenticeship programs serving the
same craft or trade and geographic area for wkuch the training contributions were made to the coun-
cil,the grant shall be divided among those programs based on the number of apprentices registered
in each program.
(C)All training contributions not distributed under subparagraphs (A) and(B) shall be used to
defray the future expenses of the Division of Apprenticeship Standards.
(3) All training contributions received pursuant to this subdivision shall be deposited in the Ap-
prenticeship Training Contribution Fund, which is hereby created in the State Treasury.Notwith-
standing Section 13340 of the Government Code, all money in the Apprenticeship Training Contri-
bution Fund is hereby continuously appropriated for the purpose of carrying out this subdivision
and to pay the expenses of the Division of Apprenticeship Standards.
(n)The body awarding the contract shall cause to be inserted in the contract stipulations to ef-
fectuate this section. The stipulations shall fix the responsibility of compliance with this section for
all apprenticeable occupations with the prime contractor.
(o)This section does not apply to contracts of general contractors or to contracts of specialty
contractors not bidding for work through a general or prime contractor when the contracts of gen-
eral contractors or those specialty contractors involve less than thirty thousand dollars ($30,000).
(p)All decisions of an apprenticeship program under this section are subject to Section 3081.
5 of 5 DOCUMENTS
DEERING'S CALIFORNIA CODES ANNOTATED
Copyright (c) 2010 by Matthew Bender&Company, Inc.
a member of the LexisNexis Group.
All rights reserved.
*** THIS DOCUMENT IS CURRENT THROUGH 2O09-2010 EXTRAORDINARY SESSIONS
1-5, �`�`�`
7, AND 8,AND URGENCY LEGISLATION THROUGH CH 12 OF THE 2010 REGULAR SES-
SION
LABOR CODE
Division 2. Employment Regulation and Supervision
Part 7. Public Works and Public Agencies
Chapter 1. Public Works
Article 3. Working Hours
GO TO CALIFORNIA CODES ARCHIVE DIRECTORY
. .
*" ,�,-�
Page 10
� Cal Lab Code§ 1815
Cal Lab Code § 181 S(2009)
§ 1815. Work performed in excess of specified hour limitations; Compensation
Notwithstanding the provisions of Sections 1810 to 1814, inclusive, of this code, and notwith-
standing any stipulation inserted in any contract pursuant to the requirements of said sections, work
performed by employees of contractors in excess of 8 hours per day, and 40 hours during any one
week, shall be permitted upon public work upon compensation for a11 hours worked in excess of 8
hours per day at not less than 11/2 times the basic rate of pay.