HomeMy WebLinkAboutB09-0354 B09-0354: Entries for Item:90 - BLDG-Final 11:55 10/30/2013
Action Comments By Date Unique_
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AP finish #1,7,and 9 from final inspection done sgremmer 07/28/2010 A000135
on 5/27/10 085
Total Rows: 1
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Page 1
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
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Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f.970.479.2452, inpsections 970.479.2149
ADD/ALT COMM BUILD PERMT Permit #: B09-0354
Project #: �I�j�-� _��3
Job Address: 841 VAIL VALLEY DR VAIL Status. . : ISSUED
Location......: FORD PARK AMPHITHEATER Applied. . : 12/28/2009
Parcel No....: 210108100002 Issued...: 02/05/2010
Expires. ..: 08/04/2010
OWNER TOWN OF VAIL 12/28/2009
C/O FINANCE DEPT
75 S FRONTAGE RD
VAIL
CO 81657
APPLICANT J.L.VIELE CONSTRUCTION 12/28/2009 Phone:970-476-3082
1000 S Frontage Road W,#202
Vail
CO 81657
License: 188-A
CONTRACTOR J.L.VIELE CONSTRUCTION 12/28/2009 Phone:970-476-3082
1000 S Frontage Road W,#202
Vail
CO 81657
License: 188-A
Description:
CONSTRUCT NEW ORCHESTRA PIT(FORD PARK AMPHITHEATER)
Occupancy: A1/B/S1/ Valuation: $525,000.00
Type Construction:IlA Total Sq Ft Added: 0
................................................................................. FEE SUMMARY ,,................,,,.,....,..,...,,.....,.,.....,...............,,,,.......,,,...
Building Permit Fee-----> $3,352.50 Will Cal Fee------------------> $4.00 Total Calculated Fees-----------> $15,835.63
Plan Check-------------------> $2,179.13 Use Tax Fee------------------> $10,300.00 Additional Fees--------------> 15,835.63)
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-----.____>
ao.00
Investigation-----------------> $0.00 Recreation Fee--------------> $0.00
Payments-- ----------------> 50.00
Total Calculated Fees-------> $15,835.63 BALANCE DUE----------------------> 50.00
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DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan,and state that all the information
as required is correct. i agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM 4:00 .
S /O
Signature of wner or Contractor Date
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Print Name
b Id_alt_constructio n_perm it_041908
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APPROVALS
Permit#: 609-0354 as of 02-05-2010 Status: ISSUED
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Item: 05100 BUILDING DEPARTMENT
01/29/2010 Martin Action: CR Returned plans for
redlined comments ( addressing JR's comments)
02/02/2010 JRM Action: AP
Item: 05400 PLANNING DEPARTMENT
12/28/2009 Warren Action: AP
Item: 05600 FIRE DEPARTMENT
02/03/2010 McGee Action: AP Provide fire
protection drawings prior to issuance of permit.
Provide flame spread specifications on fabric for metal
handrails.
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See the Conditions section of this Document for any that may apply.
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CONDITIONS OF APPROVAL
Permit#: B09-0354 as of 02-05-2010 Status: ISSUED
...................................................................................«.....,,..«,...,,....,,...,,.,,..,.....,........,,..............,,..».,...,..,.,,,,.....,.�...,,..
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0011277
Provide fire protection drawings prior to issuance of
permit.
Provide flame spread specifications on fabric for metal
handrails.
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BUILDING PERMIT APPLICATION
Separate permits are required for electrical, plumbing, mechanical, fireplace, etc.
�.� Va4l 'D
�Project Street Address: �� Office Use: � _ O
� 1 ~ Project#: �� 2j
€ Number � /� � h
( ) (Street) (Suite#) ' D�iB#: �—�y__� )2j�V
?Building/Complex Name:_�i��`� Q �►d �� �. D �[�
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[Contractor Information: � Lot#: Block# Subdivision:
(Company: •.�• L. �T��,� [ IAnT���
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�Company Address: �O�D 5� �Q,o� Detailed Description of Work: �caJa�An , �u,���}-j� ;
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E-Mail �p w4 � VT �2 !'�vt.S�Y'u�iav�,CD►'� _ �
Work Class: �
�Town of Vail Contractor Regi tration No.� 4� �
New( ) Addition( } Remodel� Repair( ) Other( ) ?
�X Work Type j
Contractor Si equired) ;
Interior( ) E�erior( ) Both (�
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€Property Information Type of Building: �
��Parcel#: rN 1� Single-Family( ) Duplex( ) Multi-Family( ) }
(For parcel#,contact Eagle County Assessors Office at 970-328-8640 or �
visit www.eaglecounty.us/patie) Commercial � Othe�( ) :
� ��
j Tenant Name: ai ' Does a Fire Alarm Exist? Yes(� No O �
I _r
�� h VT a� ' Monitored Alarm? Yes(� No( ) �
�Owner Name: ;
���� � � Does a Sprinkler System Exist? Yes�1 No O
' #&Type of Existing Fireplaces: Gas Appliances t� � ;
�Valuations(Labor&Material))
� �Gas Log�� Wood/Pellet_Q Wood Buming�_
�Building: $ �5�, �0� � �
� �#8�Type of Proposed Fireplaces: Gas Appliances� '
;Plumbing: $ ; Gas Log�_ Wood/Pellet_(Z Wood Buming�_
�' � __ _.__ _.____ _____ _... ___._ ?
Electrical: $ ��(�d ;
, €Date Received:
�Mechanical: $
[Total: $ � ,� � � � � � V l5
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�_.______. _.__ ___ _ -------____________ _----_____ _______ _ ---__ _ ___ _.
o. Tav DEC 2 8 1009
c:\cdev�fortns\permiu\building\comm�u�ld mg__perm�t_100109
TOWN OF VAIL 01- °t-o9
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VAIL FII� t��
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RQ���.B£�'- ' Vail Fire Department
Asbestos Testing &Abatement Requirements
Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex-
posure to harmful asbestos. The Town of Vail asbestos abatement program is in addition to the State of Colorado's regu-
lations. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements
at the contact info listed below.
When is asbestos testing reauired?
ANY building projects disturbing more than these threshold levels of building materials require asbestos testing:
One- and Two-Family Dwellings: 30 square feet
All Others: 160 square feet
Asbestos testing results must be provided with your application for a building permit.
Tests which identify POSITIVE results at more than 1% require abatement by a State-certified and Vail-registered abate-
ment contractor. An asbestos abatement permit must be approved, and the clearance letter must be submitted to the
Town of Vail before the building permit will be issued
Project Checklist
My project falls into the category checked below:
� Will not disturb more than the threshold limits identified above.
� Tested negative, or at 1% or below (2 copies of test results included)
� Tested positive at more than 1%, requires abatement (2 copies of test results included)
Tips&Facts:
• Even recent construction projects may include asbestos-containing materials, so buildings of�age require testing.
• The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit
Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus,
much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce
of many asbestos-containing product categories was set aside and did not take effect." - CDPHE
Asbestos test results and abatement permit applications should be submitted to: Town of Vail, Community Development,
75 S Frontage Rd,Vail, CO, 81657.
Town of Vail Contact: State of Colorado Contact:
David Rhoades, Fire Inspector Colorado Department of Public Health
Vail Fire Department and Environment
75 S Frontage Rd Asbestos Compliance Assistance Group
drhoades@vailgov.com 303-692-3158
970-477-3454 asbestos@state.co.us ����_
www.vailgov.com www.cdphe.state.co.us � � � � 11/7 fz
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DEC 2 s 1009
c:\cdev\forms\permits\building\comm building�ermit_100109 T011VfV OF VAIL
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Revision Submittals: �'
1. "Field SeY'of approved plans MUST accompany revisions. :
2. No further inspections will be performed until the revisions are approved&the permit is re-issued. `
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3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. �
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Permit#(s)information applies to: Attention: ( ) Revisions �
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'I ( ) Response to Correction Letter �
�,���, �'7 � attached copy of correction letter
( ) Deferred Submittal �
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Project Street Address: �
Description/List of Changes:
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Contact Information: !
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Revised ADDITIONAL Valuations(Labor 8�Materials) �'
(DO NOT include original valuation) ¢'
Building: $ (use additional sheet if necessary)
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Plumbing: $ �'
Date Received: �
Electrical: $ �
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Mechanical: $ �� � n/J � �
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Total: $ '
JUL 3 0 2010 �
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TOWN OF VAIL ;
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June 3, 2010 '
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Subject: Summary of Materials Testing and
Special Inspection Services, Ford
Amphitheatre Orchestra Pit Addition,
Vail, Colorado '
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Job Number: 10-6514 t
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Mr. Tony Faulhaber
JL Viele Construction
1000 South Frontage Rd, Suite 202 `
Vail, Colorado 81657 t
Attn: PJIr. Faulhaber �
' �
This letter summarizes the materials testing Ground Engineering Consultants, Inc.
(GROUND) performed during the construction of the orchestra pit addition at the Ford
Amphitheatre, located in Vail, Colorado. The special inspection and materials testing
services were performed on a part-time basis at times scheduled by the Owner, �
Contractor and/or Subcontractors between March 19, 2010 and May 18, 2010. �
�
�
Representatives of our office were present on a part time basis during the excavation of �
i
the footings. The footing excavation was observed and found to be in general �
r
compliance with Plan Sheet S1.0, Item 3 Foundation, Paragraph D. '
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During construction, representatives of our office observed the placement of reinforcing �
steel for the foun�ation, floor slabs and other structural elements. We performed �:
periodic testing on the structural concrete placed for these items. The structural �
concrete was tested to determine physicai properties and compressive strength. `
�
�
The structural steel welded and bolted connections were observed periodically during =
c.unst�uction �, a certified welding insp�ctor (CWI). These observations were completed �
�:�� iit���� 5�;��� �r:,; F�y ;i�:F�: rN,ni ,�f�r �n:�I�r Suhco�ztrautor. �
�
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We observed the placement of sprayed fire-resistive materials (SFRM) placed for the 3 �
columns of the stage expansion on 5/18/2010. The SFRM was measured for thickness;
tested for adhesion and observed for general placement. A sample was collected and �
tested for density. �
;
i
Based on the test results to date, field observations, RFI's received and other project
documentation received from the design team, it is our opinion that the materials tested
ROUHn �
ENGINEERING CONSULTFINTS INC.
101A Airpark Dr., Unit 9, PO Box 464, Gypsum, CO 81637 Phone (970)524-0720 Fax(970) 524-0721 www.groundeng.com �
�'
Office Locations: Englewood • Commerce City • Loveland • Granby • Gypsum �
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, �:
Ford Amphitheatre Orchestra Pit Addition :
Vail,Colorado
and/or observed for the foundation soils, structural concrete, reinforcing steel, structural F
�
steel connections and spray applied fireproofing were in general accordance with project �
�
plans and specifications. �
�
G
The observations and materials testing as indicated above were performed periodically ;
to provide data to the Owner, Contractor and Subcontractors to assist them in �
evaluating the general compliance of the tested materials and/or work with the contract
documents at the times of our observation and testing. We did not supervise, direct or
have any control over the Contractor's work. We were not responsible for the
Contractor's means, methods, procedures, techniques, or sequences of construction, `i
�
nor responsible for Contractor to carry out the work in accordance with the contract
documents.
If you have any questions concerning this letter, please contact our office. �
�
Sincerely,
GROUND Engineering C sultants, Inc.
;
�
Evan E. Kuhn �
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Reviewed by Michael K. Wariner, P.E. �
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Job No.10-6514 GROUND Engineering Consultants,Inc. Page 2 of 2 �;
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To Martin Haeberie Town of Vail,Co. �uiiding Inspecbor
�rom: Gene Morse, Elevator Inspector
970-468-0295 ext. 108 or eievator�nwc,c��.co�us
Date; 7/22/2010
Project Name: Ford�►mphith�ab�e 809�0354 ,
CJ Conveyance Plan Review
� Conveyanoe Test and Inspec.fion
Location: 841 Vail Valfey Dr. Vail, CO
Permit Number: NWCCOG 1Q-045
Conveyance Type: Ind;ned Platform Lii�
� The plans; have �,�en reviewed and found f.o cAriform ta �II applicable ASME 17��. and
IBC cades
(� The rated speed of the conveyance meets ASME A17.1 re�ufrement�, speed in up
dire�ction ZO FPNI, speed in down direction �7FP[�1
� The Conveyance at the above location was insp�ed ar�d tested on 7/6/2010 and a:
❑ TEMPORARY Certificate; r�as 1�r1 issu�d.
� FINAL Inspection Certiflcate; F�as Ia�er�i issuerJ.
:�
O NO �ertif�ate; is being issuecl.
❑ FOF� CONSTRUCTION USE Ot�L`�
Comments:
�
/ � ,�''
Signature _ ' ��'��-.- � � �
Northwesf Colorado Council of Governments • Pf7 Fa;�?�C8 � Sllverthome • CO + B0498
�70�88-0295 ♦ ,=�c 971-46B-12�� s w�:�v:.n�n�c cag.eo.us
NOTE; TH/S PERMIT M(1ST BE POSTED ON JOBSITE AT ALL TIMES
.�
�oww�v� �
Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT COMM BUILD PERMT Permit #: B09-0354
Project #: ���-a5�3
Job Address: 841 VAIL VALLEY DR VAIL Status. . : ISSUED �
Location......: FORD PARK AMPHITHEATER Applied . . : 12/28/2009
` Parcel No....: 210108100002 Issued... : 05/26/2010
OWNER TOWN OF VAIL �2/2g/2ppg Expires. ..: 08/04/2010
C/O FINANCE DEPT
75 S FRONTAGE RD
VAIL
CO 81657
APPLICANT J.L.VIELE CONSTRUCTION 12/28/2009 Phone:970-476-3082
1000 S Frontage Road W,#202
Vail
CO 81657
License: 188-A
CONTRACTOR J.L.VIELE CONSTRUCTION 12/28/2009 Phone:970-476-3082
1000 S Frontage Road W,#202
Vail
CO 81657
License: 188-A
Description:
CONSTRUCT NEW ORCHESTRA PIT(FORD PARK AMPHITHEATER)
�
I Occupancy: A1/B/S1/ Valuation: $525,000.00
I Type Construction:IlA Total Sq Ft Added: p
........................................«.«,............,..«,......,...,.......... FEE SUMMARY
.............»,...,............,.....,....,..,..,.,,,..,..,..,......,.....,.,.,.
{( Building Permit Fee------> $3,352.50 Will Cal Fee-----------------> $4.00 Total Calculated Fees-----------> $15,835.63
Plan Check-----------------> $2,179.13 Use Tax Fee---------------------> $10,300.00 Additional Fees--------------------> 15,835.63)
� Add'I Plan Check Hours-> $0.00 Restuarant Plan Review----->
N $0.00 TOTAL PERMIT FEES-----------a
� Investigation-----------------> $0.00 Recreation Fee---------------> $0.00 50.00 ;
Payments---°------°-------------> 50.00
Total Calculated Fees--------> $15,835.63 BALANCE DUE---------------.-----a a0.00
....,.,.....,,.................................................:.............,...,.,,.,..,.,.........,..:.....,.,,...,«.».......«...,,..,«......,,.,....,,.,.,,,.............,,,..,,..,,,,
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the informatior
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUE S FOR INSPEC ION SH MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:U0 A 4:00 PM.
ignature of r Con ract r � 1
�� �
Date
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rint ame
bld_alt construction_permit 041908
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APPROVALS
Permit#: B09-0354 as of 05-26-2010 Status: ISSUED
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Item: 05100 BUILDING DEPARTMENT
01/29/2010 Martin Action: CR Returned plans for
redlined comments ( addressing JR's comments)
02/02/2010 JRM Action: AP
Item: 05400 PLANNING DEPARTMENT
12/28/2009 Warren Action: AP
Item: 05600 FIRE DEPARTMENT
02/03/2010 McGee Action: AP Provide fire
protection drawings prior to issuance of permit.
Provide flame spread specifications on fabric for metal
handrails.
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I
See the Conditions section of this Document for any that may apply. �
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bld alt_construction_permit 041908
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CONDITIONS OF APPROVAL
Permit#: B09-0354 as of 05-26-2010 Status: ISSUED
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Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE �'
COMPLIANCE.
Cond: CON0011277
Provide fire protection drawings prior to issuance of
permit.
Provide flame spread specifications on fabric for metal
handrails.
�
�
bld_alt_co nstructio n_perm it_041908
�`� ` ' � � Department,of Communky Development�`
�, �-. - :�' ��� �
� �, _ � �:, ����'�, �,. � � T5 Sot�th Frar�tage �.
}� � . . . � *. �� :��.�� ' . �ai �1�`�� � �
} '� `� , ' y #° : R�'� �
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TRANSMITTAL FORM
Revision Submittals:
1. "Field SeY'of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved&the permit is re-issued.
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance.
Permit#(s)information applies to: Attention: ( ) Revisions
B09-0354 J. R. Mondragon ( ) Response to Correction Letter
attached copy of correction letter
(�)Deferred Submittal
( )Other
Project Street Address:
841 Vail Valley Drive Description/List of Changes:
(Number) (Street) (Suite#) Deferred Submittal-Orchestra Pit Filler Floor System
Building/Complex Name: Ford Park Amphitheater Deferred Submittal - Inclined Platform Lift
Contact Information:
Company: �� L.Viele Construction
Company Address: 1000 S. Frontage Road, Suite 202
City: Vail State: CO Zip: 81657
Contact Name: Tony Faulhaber
Contact Phone: 970-471-5467
E-Mail tony@vieleconstruction.com
Revised ADDITIONAL Valuations(Labor&Materials)
(DO NOT include original valuation)
Building: $ (use additional sheet if necessary)
Plumbing: $
Date Receive •
Electrical: $ (S � � �
D t5 V ty u
Mechanical: $
Total: $ MAY 14 2010
-row�v oF vA��
o�-Jan-�o
. .
STAG 1 NG ���rthland Drive
� s��ce iso
- Minneapolis,MN 55428
i I� (800)337-5339�(763)533d094
CONCEPTSY fax:(763)533-2096
WWW.BTAGINGCONCEPTS.COM
Structural Calculations
I hereby certify that the following 8 pages Project Name: Gerald Ford Amphitheater
of calculations,sketches,and
specification or report was prepared by SCI Project#: 13999
me or under my direct supervision and
that I am a duly Registered Professional Description: Pit Fille�
Engineer under the laws of the State of
Colorado.
Prepared by: Sabri AyaZ
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_*i :.*: License#: 29359
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S'tpcging Concepts qient St ,� ��
Project: GeraW Fad Am itheater-Plallorm Date�. 4i30/2010
, 7008 Northland Drive,Suite 150 Calculation By SA Checketl B: SA P e No:
� Tell:952-949-2176 e-mail:sabria az hotmaiLcom
Plattorm..PLYWOOD+ALUM/NUM BACKING SECT/ON PROPERTlES
Pronertles ner foot
y= 0.586 in n Alum= 6.933
lPlywoodl=(I*12•1^3�12= I.00O ln^4 12"
/Plywoodl=l2*1*(0.583-0.S)^2= 0.083 in^4
� In
IAlum--0.013*6�933*(1.0065-0.586)^2= 0.016 in^4
• . .
/Tota/= 1.099 in^4
S total= 1.874 in^3
Fb= 2,000 psT 0.0[3"AluminumPlate
E= 1,500,000 pst
ChecA Plvwood Decklne
w= 130 psj (wLL=120 ps,n
M= 260 Lb-Ft
Ss req'd= L560 in^3 < 1.874 in^3 OK
ChecA Nominal 8'lone F.�rtrusion
F6= 24,500 psl
E= 10,400,000 pst
Z= 7.500 Ft.
w= 260 Lb/Ff (wLL=240tb/Ft)
M= 1,828 Lb-Ft
Sx req'd= 0,893 In^3 < 0.900 ln^3
d= 0.970 in
d/L= /N3 OK
Ea7rusion Section Properties-D/E#92298
S ment De lh in Thickness 1 x-x in - in dist to B Area in Area*di in Area" ^lo in^4
1 3.031 0.125 0.125 3.031 1.516 0.379 0.574 0.368 0.051 0.29006
2 3.031 0.125 1.843 0.725 1.969 0.13 0.684 1.085 0.271 0.00030
3 3.03I 0.125 0.115 1.015 3.544 0.128 0.454 1.66 0.353 0.01112
4 3.031 0.125 0.125 3.037 1.516 0.379 0.574 0.368 0.051 0.29006
5 3.031 0.115 0.344 0.125 2.031 0.043 0.08� 0.147 0.001 0.00006
6 3.037 0.725 0.344 0.125 0.906 0.043 0.039 0.978 0.041 0.00006
7 3.031 0.125 0.344 0.125 0.063 0.043 0.003 1.821 0.143 0.00006
8 3.03/ 0.125 0.125 0.725 2.756 0.016 0.034 0.2�2 0.001 0.00002
9 3.031 0.125 0.125 0.125 0.781 0.016 D.011 1.103 0.019 0.00001
10 3.031 0.125 0.725 0.125 0.788 0.016 0.003 1.696 0.045 0.00002
11 3.031 0.125 0.125 0.725 0.063 0.016 0.001 1.821 0.052 0.00002
11 3.031 O.IlS 0.125 0.125 2.721 0.016 0.043 0.837 0.017 0.00002
13 3.031 0./25 0.125 0.l25 2.721 0.016 0.043 0.83� 0.011 0.00002
14 3.031 0.125 0.125 0.125 0.063 0.016 0.001 1.821 0.052 0.00002
Torals..............: 1.355 2.551 1.102 0.59t95
Exfruston Seclion Properties
yo= 1.883 in � L�t h['V
A= 1.355 in^2
S� Q4@0 Ge�3
Stagir�g Concepts °"`°` � �°"°�
Project Ge21tl Fad Am � ete�-Platlam Su Date: 4/302010
7008 Northland Drive,Suite 150 Calculation By SA Checked B SA Page No.
Tell:952-949-2176, e-mail:sabria az hotmaiLcom
VI V1
HI 3 H2
3 4
0 2
2
4 �
�
� 1 6
�
V pa paeet= 4,160 Lb
V7=VZ= 1,080 Lb
K per paneY- 104 Lb
H1= 89 Lb 5
N2= [S Lb
5 °
M5= 1074 Lb-in � 6
P= 2,080 Lb
4.0'
Trv 2.5"SCH 40.6061-T6
Check Member l do= 2.875 ',
di= 2.469 q q See table below
F6= 13,500 pst '� O or section properties
E_ ]0,100,000 psi �
h 2.875 in^4
S= 2.469 ix^3
A= 7.703 in^2 Tube Secdon Pro 'es �
� 1.299 in 16 Ga !4 Ga 11 Ga 10 Ga 8 Ga 0.125 0.25 0.325 11/2"SCH 40
O.D.= 1.5 1.5 I.S I.S I.S 1.5 I.S I,S 2.875
l.D.= 1.3804 1.3506 1.2908 1.2310 I.1712 /.150 1.000 0.850 2.469
/= 0.070 0.085 0.111 0.136 0.156 0.719 0.199 0.223 1.529
S= 0.094 0.114 0.1 SO 0.781 0.108 0.171 0.166 0.297 1,p63
KI/r— 114
Fa= 12781 psi
Fe'= 1,227 psi
j� 1221 psi
,/� 435 psi
Unity check
fa/F'� 0.10 < 0.1 S use ja/Fa+Jb/Fbr—],0
J6/Fb= 0.02
Total= 0.114 < 1.00 OK
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�10 SAVAR/A /
Yaur Accessibility Partners
ES-125
Plannin� Guide
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Planning Guide ES-125 Savaria Concord Lifts Inc.
Company Intro
Company intro
Savaria Concord Lifts is now the second largest accessibility company in North America.Savaria was
founded in 1979,and has acquired Concord Elevaror Inc.in July 2005.
Savaria Concord Lifts'mission is to provide products that facilitate mobility of all people with special
needs,contributing to their well-being and quality of life.
Savaria Concord Lifts stands behind all its products,which meet safety standard requirements for
various countries around the world.With the help of our network of over 600 distributors,our products
are distributed in North America,South America,Europe,and Australia.In addition,we now have an
exclusive dealer and partnership in Dubai,United Arab Emirates.
We manufactured over 4400 lifts and stairlifts in 2006 at the facility of Savaria.Our products
contribute to a higher quality of life in homes and businesses by improving access.
It is a pleasure to introduce you to Savaria's complete line of accessibility products.
■ V-1504 Vertical Platform Lift
■ P.A.L Vertical Platform Lift
■ Telecab Vanishing Residential Elevator
■ Multilift Residential Acme Screw Drive Vertical Platform Lift
■ FS-125 Stair Platform lift
■ Step-SaverTM Stairway Chairlift
■ B.07 Stairway Chairlift(battery, 110VAC power,or commercial)
■ StairfriendT'" Curved Stairway Chairlift
■ Orion Lu/La Commercial Elevator
■ Prolift Residential or Commercial Elevator
• Ultimo Residential or Commercial Elevator
We thank you for your support and interest in our company.
Cordially,
,/ - / ��--
� ,�';=� �`:'
� �
,
Marcel Bourassa,B.A.A. RobeR Berthiaume,P.Eng.
President Executive V.P.
4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 2
Tel. :(450)681-5655,Fax :(450) 681-�745 http://wwwsavaria.com, savaria@savaria.com
� c.
Planning Guide ES-125 Savaria Concord Lifts Inc.
Definition a�f an Inclined Platform Lift
Platform lifts are designed to provide easy access for the physically challenged from
one larding to another. The innovative design of Savaria lifts can meet any challenges
and can be installed in homes, schools, churches, municipal buildings, nursing homes,
restaurants...
The ES-125 stair wheel chair platform lift is designed for residential and commercial
use. Its compact folding platform leaves the stairway virtually unobstructed when not
in use. It can be used both indoors and outdoors.
According to A.S.M.E.(AmericanSociety of Mechanical Engineers)safety
standards, an inclined platform lift is a powered hoisting and lowering mechanism
designed to transport a mobility-impaired person on a guided platform that travel on
an incline.
C.S.A. (Canadian Standard Association) safety standards define a stair platform lift as
a nonportable,permanently installed elevating device for transporting persons with
physical disabilities between two or more levels by means of a guided carriage
moving substantially in the direction of a flight of stairs or a ramp, equipped with a
carriage in the form of a platform
Please contact your local Savaria Concord Authorized dealer for
further details.
4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 3
Tel. :(450)681-5655,Fax :(450)681�745 http://www.savaria.com, savaria@savaria.com
t �
Planning Guide ES-125 Savaria Concord Lifts Inc.
Table of contents
Definition of an Inclined Platform Lift...............................................................................2
Tableof Contents................................................................................................................4
1-Technical Analysis of an ES-125...................................................................................5
Specifications..................................................................................................................5
2-Anatomy of the Lift........................................................................................................6
WallI nstallation..............................................................................................................7
4- Drive System..................................................................................................................8
4.1- ES-125P(aircraft cable and drum)..........................................................................8
Anatomyof the Lift................................................................................................8
4.2- ES-125P1us(chain drive with top landing cabinet).................................................9
5-Annex............................................................................................................................ 10
5.1- Dimensions ............................................................................................................ 10
5.2- Drawings................................................................................................................ 11
5.2.1 ES-125P............................................................................................................... 11
5.2.2- ES-125P1us ......................................................................................................... 13
6- Architect Specifications................................................................................................ 14
ES-125P........................................................................................................................ 14
ES-125PLUS................................................................................................................. 18
4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 4
Tel. :(450)681-5655, Fax :(450) 681�745 http://www.savaria.com, savaria@savaria.com
� r
Planning Guide ES-125 Savaria Concord Lifts Inc.
1- Technical Analysis of an ES-125
Specifications
Platform Type I: 27.50" x 36" (700 x 914 mm)
Dimensions Type II: 28.50" x 44" (724 x 1,118 mm)
Type III: 30" x 48" (762 x 1,219 mm)
Type IV: 30" x 44" (762 x 1,118 mm)
Platform can be folded manually or with the help of an optional
power-fold platform.
Car folds within 11 in.(279mm) of wall(residential)
Rail Heavy gauge steel composite rail
Access R amps Two positive action automatic access ramps for straight or 90°
entry
Motor Assembly 110 VAC, '/2 hp(373 W), 1,750 rpm/gear reducer: 50:1
Type of Drive Unit Standard system:Steel aircraft cable 3/16" (5 mm) with breaking
load of 4,2001b (1,950 kg), deviator pulley, controller and winding
drum in a machine room.
Plus system: Roller chain#50 and steel aircraft cable with
breaking load of 6,1001b (2,767 kg). The electric motor gear
reducer and controller are self enclosed at the top landing in a drive
cabinet. No machine room required.
Controller Meets CSA and ETL standards- 24 VAC operating controls
Power Supply 110 VAC, 1Ph,60Hz, 15 amp
Rated Speed 14.0 ft/min. (0.071 m/s)(approx.)
Capacity One person in a wheelchair
Rated Load 4501b (204 kg)
Operating Continuous pressure directional buttons are installed on the
Controls* platform with a key switch for increased safety. (*)
Call Stations Keyed call/send controls on platform and at each landing (wall
mounted)
Finish Electrostatic powder coat paint on all steel surfaces and ABS
vacuum-formed plastics.
Safety Features Automatic dual access ramps
Underpan sensors
Obstruction sensors on access ramps
Mechanical emergency brake
Slack cable switch
Non-skid surface on platform and ramps
Keyed continuous pressure controls
Upper/lower limit switches
2 grab rails on car
•Consult local codes and regulations
4150 Autoroute#13,Laval,Quebec,Canada, H7R 6E9 5
Tel. :(450)681-5655,Fax :(450)681�745 http://www.savaria.com, savaria@savaria.com
i �
Planning Guide ES-125 Savaria Concord Lifts Inc.
2- Anatomy of the Lift
Here is the general layout of the ES-125
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Number Description Number Description
1 Control operation panel 9 Cable ard
(C.O.P.) �
2 Hand rails 10 Limit cams
Foldable seat with safety Flap rail(for Plus model a chain
3 belt 11 ��.d rail appears under the flap rail)
(optional)
4 Shear protector 12 Rolling strip s
(optional)
5 Safety edges limit 13 Plastic laminated panel
switch
6 Automatic access ramp 14 Counter weight traveling cable rail
7 Non skid platform 15 Self support post(optional)
8 Guide rail 16 Fixed side guard panel
4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 (
Tel. :(450)681-5655,Fa�c :(450) 681�745 http://www.savaria.com, savaria@savaria.com
Planning Guide ES-125 Savaria Concord Lifts Inc.
3- Site construction details
Wall Installation
RI
R2
REACTI❑NS ACTING �N SUPP❑RT WALL
fii=�2�71T�C��'3�t�—
Pull-out force on support wall is approximately 6701b(3 kN). Adequate structural
support must be provided at top landing bottom landing and throughout the
supporting wall along the stairs.
Wdl deDeC�N1 must be mirrmized .. �,; a 6(14A rrm►C!C TYP.
in Ihis secfiarrL io allow Mia ptoHorrn
10 com6 cia5e 10 II'�e yround. Supporf waN must
Reintace if necessary su{�port a pullout
fwce of 670 Ib(3KN)
Each wood slud to
be onchored in ceiling
and floor
-All wood studs should
/ be anchored propedy,
, io meet pullout forces
� 4 requiremenis
,+ (Holla.v steel siuds
j � a must not be used)
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4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 '7
Tel. :(450)681-5655,Fax :(450) 681�745 http://www.savaria.com, savaria@savaria.com
Planning Guide ES-125 Savaria Concord Lifts Inc.
4- Drive System
The ES-125 is offered with 2 types of drive system
4.1- ES-125P (aircraft cab/e and drum)
➢ The ES-125P is an aircraft cable and drum assembly and requires a
machine room normally located beneath the stairs.
Anatomy of the Lift
.
.
0
. �
Call/send station
r{/ Install a lockable fuse disconnect
�" to isolate the electric controller
(for public application must
be in the machine room)
Cable trajectory
Install a light 110V/100 watt
in the machine room (50 Ix.min)
I Electric controller
hstall a coor with a ieck to limit
acces to*he machine room.?he
door shall ciways be lccked and
iequippcdwith a door Goser(ay ot�ersJ,
4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 $
Tel. :(450)681-5655, Fax :(450) 681�745 http://www.savaria.com, savaria@savaria.com
, +
Planning Guide ES-125 Savaria Concord Lifts Inc.
4.2- ES-125PIus (chain drive with top landing cabinet)
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➢ The ES-125P1us is a chain and sprocket system and does not require a machine
room. The motor and controller are located in a top landing cabinet.
4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 9
Tel. :(450)681-5655,Fax :(450) 681�745 http://wwwsavaria.com, savaria@savaria.com
Planning Guide ES-125 Savaria Concord Lifts Inc.
5- Annex
51- Dimensions
. �
Cabinet flush at the back of rail shown p
Plus system 1 � � Plus system
(optional) i � � � (optional)
NL � � -_:�
p M P --�I �
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Measurements Qe in inches(mm)• K � Q
Tbesedrawingsshouldbeusedforreferencepruposesonly• controller
Measurements and fcahues may c6nnge without naNce•
F
Motor assembl
.....E� +
H
• � 1 �
A.
ladies mm Inches mm I�ches mm
a�.SoX j6 (�ooX gia �B.go X 44 (���X�,it8) 3o X q8 (76�x�2i9)
A 6.00 ) .00 (�,iis} s.00 (�,zi )
B z . o ( oo) Zs. o z ) o.o0 6s)
C i .00 a) i .00 o) i .00 a
D i.00 (i,o s) .00 (�,iis .00 (i,i )
E .00 {l, ) 6 .00 (i,6 i) o.00 (i, 8)
Side entry (90°)(May vary depanding on stair slope)
Subtract (iz ) Subtract 8(ZO ) Subtract 8(so )
F 8.00 6 ) 8.00 6 S.ao 6
G .z (i ) .z (i ) .z (i )
H z.00 ( i) z. o (6 ) z. o (6 )
J 2•75 �70) 3.00 (76) 3.00 (76)
Add /8 )for bott thickness
K Liz i) .bz (8 .bz (8 )
L 59.00 �1�50�) 59.00 �1�5aa) 59.ao (i,5oo)
Minimum re uired b Code
M 3q.00 (86q) 35.00�1) ��9) 36•So {9z7)
Side ent ( o°)-Add 6(i z)
N 8"(zo
O i . o"( )for all cabinets
P z. a"(�,8 z) min.
Platforms can be custom-built if necessarK
Measurements a re for a typical 35°staircase.
For more inforrnation,please contact our engineering department
(1) 36•5��r type IV
4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 10
Tel. :(450)681-5655,Fax :(450)681�745 http://www.savaria.com, savaria@savaria.com
Planning Guide ES-125 Savaria Concord Lifts Inc.
5.2- Drawings
5.2.1 ES-125P
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4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 11
Tel. :(450)681-5655, Fax :(450) 681�745 http://www.savaria.com, savaria@savaria.com
1 �
Planning Guide ES-125 Savaria Concord Lifts Inc.
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4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 12
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• �
Planning Guide ES-125 Savaria Concord Lifts Inc.
5.2.2- ES-125PIus
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4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 13
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Planning Guide ES-125 Savaria Concord Lifts Inc.
fr Architect Specifications
ES-125P
Section14420
Typical inclined platform lift specifications
Savaria model ES-125P(Aircraft cable and drum drive system)
1.0 GENERAL
RELATED DOCUMENTS:
Drawings and general provisions of the contract,including instructions to bidders,
supplementary instructions to bidders,general conditions,and specification sections
apply to work of this section.
1.1 DESCRIPTION
A. The product described here is produced by Savaria Corporation Inc.It is an inclined platform lift with an
aircraft cable and winding drum assembly located under the stairs. It is designed for indoor or outdoor
(with optional package)applications.
Where singular reference is made to lifts or lift components,such reference shall apply to number of lifts
or components required to complete installation.This specification provides a broad outline of required
equipment and does not describe the details of desigi and wnstruction. Lifts shall be erected,installed,
adjusted, tested and placed in operation by lift system manufacturer, or manufacturer's authorized
installer.
B. Lifts shall be in accordance with ASME A18.1 and ADA compliant including local codes and regulations
except where specified otherwise.
1.2 PREPARATORY WORK BY OTHERS
A. The following preparatory work to receive the lifts specified in this section is part of the work by others. :
1. Permanent 120 VAC 20 amp single phase power to operate lift to be provided from lockable
fused/carnidge type disconnect switch. Refer to drawings for permanent power specifications and
location of disconnects.Temporary power may be provided to expedite installation of lift.
2. Provide a plumb and square support wall with smooth interior surfaces. If support wall is not
available,provide tread anchors for support posts.
3. Provide staircase per lift manufacturer's shop drawings.
1.3 OUALITY ASSURANCE
A. SUBCONTRACTOR QUALIFICATIONS:
1. Execute work of this section only by a company that has adequate product liability insurance.
2. Skilled tradesmen must be employees of the installing contractor approved by the lift manufacturer,
with demonstrated ability to perform the work on a timely basis.
B. REQUIREMENTS OF REGULATORY AGENCIES:
1. Fabricate and install work in compliance with applicable jurisdictional authorities.
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Planning Guide ES-125 Savaria Concord Lifts Inc.
2. File shop drawings and submissions with local authorities as the information is made available.
Company pre-inspection and jurisdictional authority inspections and permits are to be made on
timely basis as required.
3. Submit certification that platform►ift system complies with current ADA requirements.
1.4 SUBMITTALS
A. SHOP DRAWINGS—the shop drawings shall show a complete layout of lift equipment detailing
dimensions and clearances as required.
B. Submit physical samples of all items requiring selection of color or finish.
1.5 WARRANTY
A. The manufacturer shall provide at least a 30 months limited guarantee on parts.
2.0 PRODUCTS
2.1 PLATFORM LIFI'
A. Basics of specifications for Savazia Concord inclined wheelchair lift model ES125P with the following
chazacteristics:
1.Rated Load.......................................................................................... 450 Ib(204 kg)
2.Rated Speed....................................................................................14 f.p.m.(0.071 m/s)
3.Platform size(ADA requirement)................................................30"x 48"(762 x 1,219 mm)
4.Levels serviced........................................................................................................2
S.Car Access....................................................................................FronUBack or 90°exit
6.Operations..........................................................................................Constant Pressure
7.Power Supply........................................................................120V,15 Amp,1 Phase,60 hz
8.Drive System......................................................................Aircraft cable and winding drum
9.Paint................................................................................................Powder coat finish
lO.Emergency Operation..............................................................Manual lowering and raising
11.Control ler................................................................................Electronic-free relay logic
12.Safety Arms..........................Three(3)folding positions:Up,Down,center or powered up/down
13.Passenger Seat.................................................27.5"wide x 12"deep,foldable with seat belt
14.Platform Action............................Motorized or manual folding system at top and bottom landings
15.Motor assembly................................................120VAC,'/z hp,1,750 rpm/gear reducer:50:1
16.Color.....................................................................................................Almond beige
2.2 MECHANICAL PROVISIONS
A. Platform type ES-125P:The unit shall have an aircraft cable and winding drum drive system located
under the stairs for a clean and quiet installation at the top landing. Platform may have a motorized
folding mechanism. This folding action shall be done from the call station adjacent to the occupied
landing.
B. Loading and unloading of safety ramps to be operated by a positive mechanical action when the car
leaves the landing.The control of all power features are located in call stations so wheelchair users can
be away from the stair until the platForm is in loading position.
C. The ramps are touch sensitive and shall srop the unit when encountering an obstruction on the stairs.The
platform shall have a non- skid surface. Shaped to prevent accidental wheelchair roll-of£ Sidewalls
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. •
Planning Guide ES-125 Savaria Concord Lifts Inc.
functions as vandal resistant cover to protect platform control switches when in folded position.A fold-up
ambulatory seat,complete with safety belt is to be provided on the platform for disabled who do not use a
wheelchair.
2.3 PLATFORM CONTImLS
Key switch,emergency stop,constant pressure call/send controls and hand pendant control for attendant
operation. Platform ramps on both sides and platform underside with obstruction sensitive cut off assure
safety.An audio-visual alarm shall be provided.
2.4 CONTROLS AT EACH LANDING
Key switch, constant pressure platform call/send buttons and emergency stop switch. When using
optional motorized platforms,constant pressure switches shall fold and unfold the platform.
2.5 CLEARANCE
A. When folded,platform shall not protrude more than 13"from inner wall or more than 36'/z"from inner
wall in use unfolded(based upon direct mount to attachment wall). ANSI specification B-29.2.
2,6 F.MF.RGF.NrYOPFRATInN
A. Hand wheel shall be provided for emergency operation during power failure.
B. Safety brake shall be included in the mechanism in case of drive system failure.
C. Slack cable switch that will stop the power in case of cable Failure.
2J AIRCRAFT CABLE
A. One(1)aircraft cable with no less of 3/16"diameter,with breaking load of 4,20016s.
2.8 CUIDE RAILS AND BRACKETS
A. Support rail to be steel, offset GChannel. Rail to be directly mounted to solid walls or steel tower
mounted to stair tread and stringer as shown on drawings.
2.9 PAINT COLOR
A. To be selected by ownedarchitect from marwfacturer's colors of powder coat finish.The standard color is
almond beige.
2.10 SECURITY LOCKS
A. Securiry lock,utilizing the operation key,may be provided.This lock to prevent unauthorized unfolding
of standard platform.
2.11 MOTORISED SAFETY ARMS
A. Where the retractable arm are power operated,control shall be by means of a continuous pressure device.
The closing speed shall not exceed 1 ft/sec.
B. The arms shall be located above the perimeter of the platform floor at not less that 32 in.(813 mm)or
greater that 38 in.(965mm).Gaps between the adjacent ends of arm sections shall not exceed 4 in.(102
mm)when the arms aze in their guazding positions.
C. The arms shall be of smooth construction with all edges rounded. They shall not be permanenUy
deformed when a brce of 66 Ibf(300N) is applied on any point along the length of the arms in any
direction. They shall not be permanently deformed when a force of 225 lbf(1000N) is applied in the
horizontal direction along the center line of the platform.
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Planning Guide ES-125 Savaria Concord Lifts Inc.
D. The arms shall be provided in independent sections. At landings the retractable ramp and arm at the
boarding end of the platform sha11 be operable only when the arm at the non�oarding end of the platform
is in its locked guarding position.
E. Each retractable arm shall be mechanically locked and monitored by an electric contact,which shall stop
the movement of the platform within 2 in.(51 mm)of travel away from any landing if the arm is not in its
►ocked guarding position.Means shall be provided to manually unlock the retractable arms for emergency
evacuation purposes.The unlocking mechanism shall not be readily accessible to the passenger.
3.0 ELECTRICAL PROVISIOP6
A. Power requirements to be 120 volt,single phase,60 Hz,15 amp.Confirm available power source to
manufacturer at time of
B. Wheelchair lift shall have a disconnect switch,as required by code,to completely cut power to the unit.
C. 24 volt control wiring:Wheelchair lift contractor shall provide the routing of conduits on or throu�wall,
floors,partitions along with the proper placement of junction boxes,call stations boxes and audio visual
alert as necessary.
D. Wheelchair lift contractor must provide manufacturer's product wiring diagams, electrical schematics
and elecuical guidelines.
E. All electric wire or power cables must be concealed in either rigid or flexible metal conduit.
4.0 EXECUTION
A. EXAMINATION: All site dimensions shall be taken to ensure that tolerances and clearances have been
maintained and meet local regulations.
B. PREPARAT[ON: Pre-inspect the construction and service requirements for work by others. These
requirements will be included in drawings, diagrams, engineering data sheets and special instructions
before the work commences.
C. INSTALLAT[ON:
1. Install all the components of the lift system that are specified in this Section to be provided,and that
are required by jurisdictional authorities to license the lift.
2. Trained employees of the►ift conuactor shall perform all installation work of this section.Adjust lift
for proper operation and clean unit thoroughly.
3. Instruct Owner's Operation and Maintenance personnel in basic trouble-shooting and maintenance
procedures.
END OF SECTION
4150 Autoroute#13,Laval,Quebec,Canada,H7R 6E9 ]'7
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. •
Planning Guide ES-125 Savaria Concord Lifts Inc.
ES-125PLUS
Section14420
Typical inclined platform lift specifications
Savaria model ES-125PLUS (Chain drive with top landing cabinet)
1.0 GENERAL
RELATED DOCUMENTS:
A. Drawings and general provisions of the wntract,including instructions to bidders,supplementary
instructions to bidders,general
conditions,and specification sections apply to work of this section.
1.1 DESCRIPTION
B. The product described here is produced by Savaria Corporation[na h is an inclined platform lift with a
roller chain drive system designed for indoor or outdoor(with optional package)applications.
Where singular reference is made to lifts or lift components,such reference shall apply to number of lifts
or components required to complete installation.This specification provides a broad outline of required
equipment and does not describe the details of design and construction. Lifts shall be erected, installed,
adjusted, tested and placed in operation by lift system manufacturer, or manufacturer's authorized
installer.
B. Lifts shall be in accordance with ASME A18.1 and ADA compliant including local codes and regulations
except where specified otherwise.
1.2 PREPARATORY WORK BY OTHERS
A. The following prepazatory work to receive the lifts specified in this section
is part of the work by others. :
1. Permanent 120 VAC 20 amp singl�phase power to operate lift to be provided from lockable
fused/cartridge type disconnect switch. Refer to drawings for permanent power specifications and
location of disconnects.Temporary power may be provided to expedite installation of lift.
2. Provide a plumb and square support wall with smooth interior surfaces. If support wall is not
available,provide tread anchors for support posts.
4. Provide staircase per lift manufacturer's shop drawings.
1.3 QUALITY ASSURANCE
A. SUBCONTRACTORQUALIFICATIONS
4. Execute work of this section only by a company that has adequate product liability insurance.
2. Skilled tradesmen must be employees of the installing contractor approved by the lift manufacturer,
with demonstrated ability to perform the work on a timely basis.
B. REQUIREMENTS OF REGU LATORY AGENCIES:
5. Fabricate and install work in compliance with applicable jurisdictional authorities.
6. File shop drawings and submissions with local authorities as the information is made available.
Company pre-inspection and jurisdictional authority inspections and permits are to be made on
timely basis as required.
7. Submit ceRification that platform lift system complies with current ADA requirements.
1.4 SUBMITTALS
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Planning Guide ES-125 Savaria Concord Lifts Inc.
A. SHOP DRAWINGS—the shop drawings shall show a complete layout of lift equipment detail'mg
dimensions and clearances as required.
B. Submit physical samples of all items requiring selection of color or finish.
1.5 WARRANTY
A. The manufacturer shall provide at least a 30 months limited warranty on parts.
2.0 PRODUCTS
2.1 PLATFORM LIFT
A. Basics of specifications for Savaria inclined wheelchair lifr mod� ES-125PLUS with the following
characteristics:
1.Rated Load..........................................................................................450 lb(204 kS)
2.Rated Speed..................................................................................14 f.p.m.(0.071 m/s)
3.Platform size(ADA requirement)................................................30"x 48"(762 x 1,219 mm)
4.Levels serviced......................................................................................................2
S.Car Access.................................................................................Front/Back or 90°exit
6.Operations........................................................................................Constant Pressure
7.Power Supply.....................................................................120V,15 Amp,1 Phase,60 hz
8.Drive System......................................................................................Roller chain#50
9.Paint..............................................................................................Powder coat finish
lO.Emergency Operation...........................................................Manual lowering and raising
11.Controller..............................................................................Electronic-free relay logic
12.Safety Arms.........................Three(3)folding positions:Up,Down,center or powered up/down
13.Passenger Seat..............................................27.5"wide x 12"deep,foldable with seat belt.
14.Platform Action........................Motorized or manual folding system at top and bottom landings.
15.Motor assembly.............................................120VAC,'h hp,1,750 rpm/gear reducer:50:1
16.Color.................................................................................................Almond beige
2.12 MECHANICAL PROVISIONS
A. Platform rype ES-125PLUS:The unit shall have a roller-chain drive system,enclosed in a drive cabinet
located at the upper landing. Platform may have a motorized folding mechanism. This folding action
shall be done from the call station adjacent to the occupied landing.
B. Loading and unloading of safety ramps to be operated by a positive mechanical action when the car
leaves the landing.The control of all power features are located in call stations so wheelchair users can
be away from the stair until the platfortn is in loading position.
C. The ramps are touch sensitive and shall stop the unit when encountering an obstruction on the stairs.
The platform shall have a non-skid surface.Shaped to prevent accidental wheelchair roll-off.Sidewalls
functions as vandal resistant cover to protect platform control switches when in folded position.A fold-
up ambulatory seat,complete with safety belt is to be provided on the platform for disabled who do not
use a wheelchair.
2.13 PLATFORM CONTROLS
Key switch, emergency stop, constant pressure call/send controls and hand pendant control for
atta�dant operation.Platform ramps on both sides and p latform underside with obstruction sensitive cut
off assure safety.M audio-visual alarm shall be provided.
2.14 CONTROLS AT EACH LAN DING
Key switch,constant pressure platform call/send buttons and emergency stop switch.When using optional
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Planning Guide ES-125 Savaria Concord Lifts Inc.
motorized plat forms,constant pressure switches shall fold and unfold the platform.
2.15 CLEARANCE
A. When folded,platform shall not protrude more than 13" from inner wall or more than 36 'h" from
inner wall in use unfolded(based upon direct mount to attachment wall). ANSI specification�29.2.
B. EMERGENCY OPERATION
D. Hand wheel shall be provided for emergency operation during power failure.
E. Safety brake shall be included in the mechanism in case of drive system failure.
F. Slack cable switch that will stop the power in case of cable failure.
2.16 AIRCRAFT CABLE
B. One(1)aircraft cable with no less of 3/16"diameter,with breaking load of 4,200 lbs.
2.17 GUIDE RAILS AND BRACKETS
B. Support rail to be steel, offset GChannel. Rail to be directly mounted to solid walls or steel tower
mounted to stair tread and stringer as shown on drawings.
2.18 PAINT COLOR
A. To be selected by owner/architect from manufacturer's colors of powder coat finish.The standard color is
almond beige.
2.19 SECURITY LOCKS
A. Security lock, utilizing the operation key, may be provided. This lock is to prevent unauthorized
unfolding of standard platform.
2Z0 MOTORIZED SAFETY ARMS
A. Where the retractable arm is power operated,control shall be by means of a continuous pressure device.
The closing speed shall not exceed 1 ft/sec.
B. The arms shall be located above the perimeter of the platform floor at not less that 32 in.(813 mm)or
greater that 38 in.(965mm).Gaps between the adjacent ends of arm sections shall not exceed 4 in.(102
mm)when the arms are in their guarding positions.
C. The arms shall be of smooth construction with all edges rounded. They shall not be permanently
deformed when a force of 66 Ib(300N) is applied on any point along the length of the arms in any
direction.They shall not be permanently deformed when a force of 225 16(1000N)is applied in the
horizontal direction along the centerline of the platform.
D. The arms shall be provided in independent sections. At landings the retractable ramp and arm at the
boarding end of the platform shal► be operable only when ihe arm at the non-boarding end of the
platform is in its locked guarding position.
E. Each retractable arm shall be mechanically locked and monitored by an electric contact,which shall
stop the movement of the platform within 2 in.(Slmm)of travel away from any landing if the arm is
not in its locked guarding position.Means shall be provided to manually unlock the retractable arms for
emergency evacuation purposes. The unlocking mechanism shall not be readily accessible to the
passenger.
3.0 ELECTRICAL PROVISIONS
A. Power requirements to be 120 volt, single phase,60 Hz, 15 amp. Confirm available power source to
manufacturer at time of
B. Wheelchair lift shall have a disconnect switch,as required by code,to completely cut power to the unit.
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Planning Guide ES-125 Savaria Concord Lifts Inc.
C. 24 volt control wiring: Wheelchair lift contractor shall provide the routing oF conduits on or through
wall,floors,and partitions along with the proper placement of junction boxes,call stations boxes and
audio visual alert as necessary.
D. Wheelchair lift contractor must provide manufacturer's product wiring diagrams,electrical schematics
and electrical guidelines.
E. All electric wire or power cables must be concealed in either rigid or flexible metal conduit.
4.0 EXECUTION
A. EXAM[NATION:All site dimensions shall be taken to ensure that tolerances and clearances have been
maintained and meet local regulations.
B. PREPARATION: Pre-inspect the construction and service requirements for work by others. These
requirements will be included in drawings,diagrams,engineering data sheets and special instructions
before the work commences.
C. INSTALLATION:
1.Install all the components of the lift system that are specified in this Section to be provided,and that
are required by jurisdictional authorities to license the lift.
2. Trained employees of the lift contractor shall perform all insta►lation work of this section.Adjust
lift for proper operation and clean unit thoroughly.
3. Instruct Owner's Operation and Maintenance personnel in basc trouble-shooting and maintenance
procedures.
END OF SECTION
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.' .. �,
PR � VISIDNS BY �THERS
GENERAL
PLUMB STAIRWAY-DUE TO CL�SE RUNNING CLEARANCES
OWNER/AGENT MUST ENSURE THAT THE STAIRS <WFERE PRWIDm>
ARE LEVEL, PLUMB <-/+ f/B" C3 Mn)) AND SQUARE At� ARE IN
ACCO2DANCE WITH THE DIHENSIDNS �N THESE DRAVIIJGS�
MINIMLIM OVERHEAD CLEARANGE- �VNER/AGENT NUST ENSURE
NQNINI�I OVERHEAD CLEARANCE IS IN C�NPL]ANCE W[TH CODES.
C❑NSTRUCTI�N SITE- O�INER/AGENT TO PI7�VIDE ALL MASWRY,
CARPEN?RY AND DRYVALL W�2K AS REQUIRm AND SHALL PATCH
AND MAKE GmD UNCLI�[NG FINISH PADVTING) ALL AREAS VHERE
WALLS/FLmRS MAY REQU]RE TO HE GLlT, DIaLLED OZ ALTE�D
IN ANY WAY TO PERNIT THE PR�ER INSTALLATION OF THE LIFT�
MACHINE RO❑M CWHEN APLICABLE>- cES-ies / P M�EU
- NQNIMLM LFQGT[NG 20D LX AT FLOOR CONTR�LED
BY SWITCH AT TI-E ENTRANCE,
- FIRE RES]STANCE ACCO2D]NG TO LOCAL C�E
- CfCI OUTLET
- COVERS �R �THER MEANS TO MAKE THE DRIVE SYSTEN UNACCESS[BLE
- THE DmR MJST CLOSE AND LOCK ALITOMATICALLY
- MINIMUM CLEARANCE OF iN C 39-L2� IN FRONT ff COVTROLLER
DIMENSI�NS- CWTRACTOR/CUSTOMER TO VERIFY ALL D[hENSIONS
AND REP02T ANY DISCREPANC[ES 10 OU2 OFF]CE IMNmL4TELY.
INSTALLATIDN-7F¢s Eou�P�N7 MusT BE INSTALLED IN
CONPL]ANCE W]TH ASNE A]81 1999 C�E, OR CSA B355 Sl-02 CODE
BY A QUALIFIE➢ TECHNICIAN,
THE CONF�RMITY FOR ACCESS TO THE PLATF02M IS THE
DISTRIBIffOR'S RESPONSABILITY�
30 X 48 PLATFORM SIZE WITH 90' CONF]Q1RAT[QJ IS POT
OFFICIALLY WNSIDERED ADA LOMPLIANT, TF1E L0�01�1[TY
IS TI-E DISTR]BUTQ�'S RESPONSABILITY�
ELECTRICAL
�ENERAI - ELECTR]CAL EQUIPMENT AND W[RING TD COhPLY W[TH
TECT]QJ 38 OF CSA C22d CCANADA) OR SECTION 620 OF NEL
ANSI/PFPA 70 (USA),
P❑WER SUPPLY-120VAC, 15A, 60HZ, 1PH CIRCUIT THRQJGH A
FLISE I]ISCONrEC? W[TH ALDC]L[ARY CONTACT ON MAIN POWER
4l1PPLY, PROVII� 1W0 ]S A�IG CW�IJCTORS BETWEEN COVTACT
I
AND CONTR�LER�
LIGHTING-�tc�TII�G �P l0o Lx M�, AT PLATF�M AND LANI'IINGS,
LIGHTING Wlll-I SWITCH ANO ELECTRICAL GFCI QITLET
ENERGEPCY LIGHT]NG � 2 LX FOR A NQNIMLM OF
ONE HOL� QJ 11-E PLATFORM ALOVG THE TRAVEL,
STRUCTURAL
�L❑�R/SUPP❑RT WALL L❑ADS- STRUCTURAL ENGINEER 'Ti]
ASSI.RE TMAT BUILDING AND SFiAFT WlLL SAFELY SL�PORT
ALL LOADS INPOSED HY THE LIFT EOl1IPNENT, REFER TO THE
LOAD DL4GRAM W TFQS DRAWING�
RAIL TD BE SECURELY FASTENED- wi-iE� REauiREn
THE RAIL Ml1ST BE TECLIRELY FASIENED TD THE STRLJCTLIRAL
SUPPORT VALL� REFER TO �IALL D[AGRAM APID LAG IIQMENSIDNS
SUPP�RT L�AD DIAGRAM-
POST M�UNTED
204
R3�
kg (450 Lbs)
REACTION ACT[NG FOR EACH
P�ST c 530 IdJ (1200 Lhr)
ANCH❑RING T❑ SUPP�RT WALL-
VITH CiJIDE RAII� 41EEL 3/]6' THICK
POST M❑UNTED
voo� 7REAU
EAGH P�ST MUS'T HE FD�D BY THROLAi
BOLTS AT EVERY H�ES AI� REII�ORCED
PLATE LOCATED l�JiIER TFE THREAD.
RE7NF�RCm CONCRETEi
SLEEVE ANCH02S ]/2-3.D' CEVERY H�LE�
NAX, T�UE� 29 Ft-Lla�,
MII�I EMBEDhENT DEPTH� 2-L4'
3000 psl L'QdCRETE FLOOR M[N� REQ'D
ANCH❑RING RAIL T❑ P�ST-
WALL M�UNTED
R1
R2
REACTIONS ACTING ON SUPPQ2T WALL
�/ALL
ALWG THE STAIRS
WALL MOUNTED
umnEN �❑,ao
LAG HOLT HEX �1/4 X 5'
NQN, EMBEDMENT DEPTFI 3' INT� TI-E I,��D
PREDRILL VOOD �l/6' - hQN1MUM � 2
EVERY 16' TFROUGH TOP METAL RAIL
I�NF�2CED CONCRETE
SI�EVE ANCFiORS 3/8-3�0' L PO' C/C
M�(, TOR�IE� 16 Ft-Lbs,
hQN� EMBEDMENT DEP?H� 1-5/9'
37D0 psl LONCI�TE VALL M]PL I�Q'D
I�N:udUN OF 1 EVERY 20'
2 B�TS !11/4-20 GRADE 5 ThROUGH TOP hETAL RAIL
2 e EALFi POST CTHREAI�D IN POS1)
THRQJGH 1� NE1AL RA1L
ANCHORING F❑R M❑T�R AND PULLEY-
ANCF-�2AGE FOR CONCRE7E WLYi DEFLE7CTING PULLEY ANCh02AGE
6X SLEEVE AI�IORS 1/2-30' CONCRETEi 4 X SLEEVE L�CHOR 3/B-3'
FOR CONCRE7E FL�02 WOOD� 4 TFRDUGFi HOLTS 1/4' DIA
MAX, 10iGlUE� 28 Frt-Lbs� GRADE 5 (I�T PRWIDE➢)
N]NL EMBEDNENT DEPTH� 2-L4'
3000 p51 CQJCRETE FL�OR M[N� REQ'D FORCE TRANSFERED OV ANCFOZ POINT
= S[YI LBS
3]TE CONDITIDNS TO DE1ERhQNE IaDEaUATE STRUCTURAL SUPP02T 10 BE
EXACT MOTOR ASSEh�LY LOCAT]W PROVIDED
SUSPENSI❑N CHAIN
ES125 / P GALVAMZm AIRCRAFT CABLE
ONE (ll 7 X 19 TYPE
NONQNAL DIA, 3/l6'
BREAKDVG STRENGTIi 3700 lb� (16�4 kN)
ES123 PLUS RQLER LFiA]N i�0
BREAKING STRENGTH�
AND
GALVAPQ�D AIRGRAFT
OPTI�NS PR�VIDED
BOTTOM LANDING POST� No
SELF SUPPORT STAIR P❑ST�No
POST F❑R CALL STATION� 0
PREDRILLED GUIDE RAIL� No
C�U NTE R W EIGHT S YST EM� YES
M�DULAR GUIDE RAIL� No
F❑RMICA ❑N BACK� No
7040 lbs C3L23 IOV)
LABLE (SEE ES-12�
ENTRANCE LOCATIONS
�
SI�� S[I�E C
Puhu�M
��
P) �
SIDE B
SA�ETY ARMS� MANUAL
KEY LOCKED SIDE RAMP� No
AUTOMATIC SIDE RAMP� No
M�T❑RIZED FOLDING PF�No
KEY L❑CKED PF� YES
SAFETY EDGE ❑N RAMP� No
REM�TE C❑NTROL� None
SPECI � ICATIDNS
��N�RAI
CLASSIFICATI❑N�
APPLIED C❑DE�
MODEL�
CAPACITY�
SPEED�
PLATF❑RM SIZE�
WEIGHT �F CARi
P❑WER SUPPLY�
P❑WER UNIT
I�ENCLOSED STAIRPLATFORN L]FT
ASME A16,1� Section 3 (Publk)
ES-125 ASME A11,1� Part ZD (P�bliv
450 Lbs C204 kg)
ONE PERS�N IN WHEELCHAIR
5,48 M/Mln C18'/Min)
70Dbc915 (27Sx36�
86,2 kg (190 Lbs> )
C11,36 kg C25 Lbs) �orce To Fold It
]]OVd5A,60Hz,S]N[�E PHASE If Manual F
M�T❑R� i/2 HP, 110 VAC, 1 PH
SAFETY BRAKE
MOD EL� S07-00
TYPE� TYPE 'A'
MFR,� SAVARIA
NUMBER� S07-00-1
rnNTRni i�R
MODEL� E S-125
TYPE� CPFS
ETL #� 94307
C�NTROL VOLTS� 24VAC/12VDC
C�NTROL AMPS� 1 A
H.P.� 1,5
AMPS� 15
MFR.� SAVARIA
PROJECT INF�RMATIDNS
�ilWf1 Of
�� �`.
ACCESS TD PLATF�RM� IN I.�IE ACCESS
SIDE �F INSTALLATION� ��
ANGLE OF STAIRCASE� 33,9°
WIDTH ❑F STAIRCASE: 60'
LENGTH �F STAIRWAY� 236,5'
NUMBER �F RAIL; 1
APPR❑X. RAIL WEIGHT� 474 Lbs
NUMBER OF RISERS� 18
AVERAGE RISER� ���8'
AVERAGE TREAD� 10,9D5'
L❑CAT ION� IND��R
ANCHORING W ALL� CONCRETE
ANCHORING P❑ST� CONCRETE
ANCHORING M�TOR� COdq2ETE
TYPE �F INSTALLATION� PUHLIC
ENTRANCE SIDE A C
CALL STN, M�UNTING ur ace aun ur ace aun
�UTDO❑R PACKAGE� No
ZERO CLEARANCE� No
FOLDING SEAT W/BELT� YES
AUDI�/VISUAL ALARM� YES
FIRE SERVICE� No
ADD, DEFLECT❑R� 0 � E S-12 S
C�LOR� Belge
314 �7
�
�
M
�
i
�
'. ti
� .�, �
DRAWING APPR❑VAL�
IFQS DRAM/IIdG Rff'LECTS OUt 7NTERPRETATON OF THE Q�FfftHA1�1
PI�VmEED 8Y Tf�ALER W Tf Q�EER F�t THLS II�FQdY�T]ON [S l}E
nEALER�S �L[TY, AI� IS T}E BAS]S FROM VFOCH TH[S LgT ]S
DESIQ�ED AI�MAta�ACTIItEA PLE#SE II�]CATE THE RE011E8TE0 ACT�1 SY
GFEL1�dG Q�E ff TFE F�L�Wlll�i H�S Mm S7GNQJG �LOV TO
AIJTFQt�CDPLET]ON OF TH[S Qt�ER.
� APPR❑VED W]TH N� EXCEPT[�NS
wwu�ncn�rr�ucT ns� nwevw�
� APPROVED WITH EXCEPTIDNS, NO REAPPR❑VAL REDIIIRED
MAI�pMNC�S AS POTED.PO I�APPI�VAL ORAVING RE8116ED
❑ CHANGE AS I�TED, REAPPROVAL REQUIRED
rw�c�w�s as raien, sam�c�n naavo��
I�API�VIIL BEiORE M�NUFAGTIIRE
sm�,ru�� �a�
�y o�a nc oiav�c Q�waviA a c�v�au��c�vu Ivo�r
�I14'�
FOLDED
��SEE I
DWG'
UNF❑LDED
Z03 C8"7
660 [26'']
483 C19°7 �
in t
1
n
I � JI
ix � l. �
� Z
�U
1168 [46''J
15Z C6'']
121 C4 3/4'']
592 Cz3 1/4"]
u��.��� ����Rm��+��. ���11L� ��.`�-.����- GENE RA� RRRA NGEME NT
D[I�ENSI�NS ARE rm� C•] FiT'� HEIGNT OH�� OVERHEAD G E F2 A � D � � R L�
PER CODE CW � COUNTERWEIGHT
�THIS DRAWING SHQJLD ONLY mL� END � LIFT �/ A I � � C 0 U S A
BE USED FOR REFERENCE mR� END ff RA[L
PL1RP❑SES mW� Et�ID OF WALL
813 C32"7
3 [22 1/8'']
406 C16''7
51 CZ"]
279 C11"7
420 C16' 1/2"]
�
C„
—�,_
0
III'
ES-1z5
�
� N / A
04�/2f!/10 SAVARIA
....r CONCORD �
R, TRUD � �
11Z � � 3— 1 �F 2
' 1
� • � ♦
DRAWING APPR❑VAL�
TWE DRAWING REF'LECTS WR ]IrtERPRETAIW ff THE D�FOit1Al]ON
Ffi01/JOm BY TNE �ALO! OJ�FE aR�R Fai11. TN[S ]N�QiNAT'�1 ]S TE
DEJ�LERS RESPON�]LITY� MID 78 7FE HAS[S FROM VN[qi TN[S LFT]8
DESfQ� ANO WNLFACTIIiEn PL.EASE D�[CA�E THE REOLESTEO ACT7W HY
GiLKWG ONE ff TFE Fa1.OWII1G !�S AN� SIGNOJG HELOV TO
ALRH�R� COIPLET7W ff TH[S QiOER.
uAPPROVED WITH NO EXCEPTIQVS
MANFACTIIRE PR�CT AT PEF2 ORAVQ�G
❑ M��R�Gs A�s ITM�nTEEo,X��AI��AL�rn�v GP�O��LL REQUIRm
❑ CHANGE AS N�TED, REAPPROVAL REQU]RED
MAI�CFYWGEE AS MTEQ.SETID C6tRECTEO QtAV➢dG F02
REAPF'ROVAI. BEFQiE MAlII1FACILFE
S]GN�TLFd DAIEl
v1�1 OIQ 7K 7b1VlA A NTImVm,.m WIGG.LAiml IQS VaL M'tLT
b
-�I14"�-
FOLDED
I SEE _ I
�DWG'�
UNFC]LDED
ii
�����
: ��:�
�i
�iENERAL AFORMATION PUT[CE BFi�KtV1AI7W '
n�NS�s ARE �„ �.� Hr, �«� oK, OVERF-EAD GENERA� RRRANGEMENT G ER A
PER CODE CW � COUNTERWQGHT
�THIS DRAWING SFQJLD OPLY Eo�� EN➢ ff ��r �/ A I �
BE IJSED FOR REFERE]VCE EORi EN➢ ff RA1L
Pl1RPRSFS E�W� END OF WALL
OROER FORM ANO V[lN TE SITE
CONOR�1
� � � o � �
. CO USA
ES-125
..�.
� N / A
04/l5/10
��� C�NC❑RD 1�
R� TRLm i�
112003 1 QF �
3147�