HomeMy WebLinkAboutCASINO DRIVE 31760_14-00000395 I F OF
L AX,-E L,SI?r.0R,,E BUILDING & SAFETY
DREAM EXTREMET.
130 South Main Street
PERMIT
JOB ADDRESS . . . . . 31760 CASINO DR #200
DESCRIPTION OF WORK ALTER COMMERCIAL/INDUSTRIAL
OWNER CONTRACTOR
RANCHO PACIFIC DELCORP OWNER
A. P . # . . . . . 363-171-023 2 SQUARE FOOTAGE 0
OCCUPANCY . . . OFFICE, RESTAURANTS, MISC GARAGE SQ FT 0
CONSTRUCTION . . TYPE V- NON RATED FIRE SPRNKLR
VALUATION . . . 43 , 460 ZONE . . . . NA
BUILDING PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 352 . 00
19 . 00 X 9 . 0000 VALUATION 171 . 00
PLUMBING PERMITS
QTY UNIT CHG ITEM CHARGE
BASE FEE 30 . 00
1 . 00 X 8 . 7500 FLOOR SINK 8 . 75
FEE SUMMARY CHARGES PAID DUE
PERMIT FEES
BUILDING PERMIT 523 . 00 523 . 00 . 00
PLUMBING PERMITS 38 . 75 . 00 38 . 75
OTHER FEES
PROF.DEV. FEE 2 TRADES 10 . 00 00 10 . 00
PLAN RETENTION FEE 23 . 60 23 . 60 . 00
SEISMIC OTHER 9 . 12 9 . 12 . 00
GREEN BUILDING FEE 2 2 . 00 2 . 00 . 00
PLAN CHECK FEES 392 . 25 392 . 25 . 00
TOTAL 998 . 72 949 . 97 48 . 75
SPECIAL NOTES & CONDITIONS
T. I . DEMO EXISTING NON BEARING,
CONSTRUCT NEW WALLS ADD SIGNAGED, AND
RAMP PER ADA MODIFY EXITING SIGNAGE
(Ipa-. O-2 Tom: DF auW. 1
4/01/14 01 ipt : 4
F-014 35
Ep WILD NG PERMIT
1.00
Tr 131
E�
Trffm date: 4/01/14 Tire: 9:'c4:c7
City of Lake Elsinore — _ — Please read and initial
Building Safety Division _1.1 art Licensed under the provisions of Business and professional Code Section 7("et seq.and
my L+cense is in full force.
Post in conspicuous place 2.l,as owner of the property,or my employees w/wages as their sole compensation will do the work
on the job and the str cPmr of intended or off_M for 5ale,
__3.l,as owner of the property,am exclusively contracting with licensed contractors to construct the
You must furnish PERMIT N[JMBER and the project.
ROB ADDRESS for each respective inspection: 1 4.1 have a certuncate of consent to self insure or a certificate of Workers Compensation Insurance
Approved plans must be on job or a certified copy thereof:
at all times: J.1 shall not employ any person in any manner so as to become subject to Workers Compensation
laws in the performance of the work for which this permit is issued.
Note:If you should become subject to Workers Compensation after making this certification,
Code vApprovals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked.
_E-LOL Temporary Electric Service
PLOT Soil Pipe Underground
EL02 Electric Conduit Underground
13KJI Footings _
BP02 Steel Reinforcement
BP03 Grout
BPQ4 Slab Grade .-
PIJ)I Underground Water Pipe
SSQI Rough Septic System _____ -----.-•-- _—.,_______...�� _,
:;VVQI OilSite Sewer
13P05 Flour Joists �+ �� - —� •
—�
BP04 moor Sheathing r
BP07 Roof Framing
B—PO—$•Roof Sheathing
B-1109 t.Shear.Wall m-Pre-Lai � _r m.....m....._.....a._�_—e .—
PL03 Rough Plumbing �—
n.s
1 iii.u.), iRoughriecrricConduit
EL04 lRough Electric Wiring _
9
ET05 1"Roog"h Electric/ T_Re (T�
1 1
1— 01 Rough Mechanical �� N
PLODucts, s ing
4 Rough Pipc/ Pest
PI_02 I Roof Drains —
BP10 Framing&Flashing
BP12 linsulation
BP13 Drywall Nailing
BPI I Lathing&Siding
PL99_lFinal Plumbing
EL99 I nal Electrical V
M_E99 Final Mechanical
BP99 Final Building _
Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES
Deputy Inspector _ Department Approval required prior to the
P001 Pool Steel Reitz./Fornns building be in released by the City
-�-
P001 Pool Plumbing/Pressure Test
P003 Pre-Gunite Approval�_- � Date Inspector! —
EL06 .Rough Pool Electric Planning
v`_ _Sub List Approval Landscape _
l-'i'6 Pool Fencing/Gates/Alarms Finatnce
P005 Pre-Plaster Approval Engineering, —�- --
-PG09 Final Pool/Spa --
ICY oF
LAKE �? LSljAC)RE BUILDING & SAFETY
` DREAM EXTREMETM
130 South Main Street
PERMIT
JOB ADDRESS . . . . . 31760 CASINO DR #200
DESCRIPTION OF WORK ALTER COMMERCIAL/INDUSTRIAL
OWNER f; CONTRACTOR
RANCHO PACIFIC DELCORP OWNER
A._P.# . . . 363-171-023 2 SQUARE FOOTAGE 0
OCCUPANCY . . . OFFICE, RESTAURANTS, MISC GARAGE SQ FT 0
CONSTRUCTION TYPE V- NON RATED FIRE SPRNKLR
VALUATION 43 , 460 ZONE . . . . . . NA
BUILDING -PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 352 . 00
19 . 00 X 9 . 0000 VALUATION 171 . 00
FEE SUMMARY CHARGES PAID DUE
PERMIT FEES
BUILDING PERMIT 523 . 00 . 00 523 . 00
OTHER FEES
PLAN RETENTION FEE 23 . 60 . 00 23 . 60
SEISMIC OTHER 9 . 12 . 00 9 . 12
GREEN BUILDING FEE 2 2 . 00 . 00 2 . 00
PLAN CHECK FEES 392 . 25 392 . 25 . 00
TOTAL 949 . 97 392 . 25 557 . 72
SPECIAL NOTES & CONDITIONS
T. I . DEMO EXISTING NON BEARING,
CONSTRUCT NEW WALLS ADD SIGNAGED, AND
RAMP PER ADA MODIFY EXITING SIGNAGE
OpB-. MWER2 Tye: I a 1
DdtEg 05/lq 05 fbmiPt stn: 3941
�14
1p BUILDN PERU
1.00 $557.72
Trais: : 1751
Tram dffte. 3(M/l# Tires: 9:00.q 7
City of Lake L-islnore Please read and initial
Building Safety Division 1.1 am Licensed under the provisions of Business and professional Code Section 7000 et seq.and
,my license is in full force
Post in conspicuous place t _ 2.I,as owner of the property or my employees w/wages as their sole compensation will do the work
on' the_loll 5 and ehc st icture t intended., offered 1_ _..... ._.,... ..,..., ..a...,a,.o.,a,reu for sale. �.
s �__3.l,as owner of the property,am exclusively contracting with licensed contractors to construct the
You must furnish PERMIT NUMBER and the project.
` p p _ 4 care of consenCto selfrnsilre or a cet-]fir_ate of d5 arkers�ompensauon•,nsumnce
JU13 Ni>i�t�F;l t tt)t C deli Ct S CGt v(3 inspection: a.!have a certl i t r r
:Approved plans must be on job or a certified copy thereof
— at all times: _ —5.I sliall not eviploy any person in any manner so as to become subject to Workers ComprnSation
Laws in the performance of the work for which this permit is issued.
Note:If you shot4d become subject to Workers Compensation after making this certification,
t oda` —Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked.
1 L D 1 T_eraporary Electric Service _
PIA)I Soil Pipe Underground
E1,02 Electric Conduit Underground
BPOI 1170x0tings
-BP02 Steel Reinforcement
111104 Slab Grade
_ 1
PUN
SS01 0%gh Septic system
SWOI 0�Site Sewer
s•31•'05 'Floor Joists
1"06 6"1(X)d'.tihCaflllnfT,
i�P07 Roof.Framing
13P@8 Roof Sheathing_ -
321 jfa.1
Lt l)7 j 7r ear l^I'ilE&['rC
t PLO.Jl Rough plumbing
y.r Ro,l 1 r r rsric Conduit
f LLB 'Mu`1L�114t re WIPin �« _ —
:3.I J3�io5le:`i Electric/ T-Bar
_2E(li :fough_Mech_azri::al
"PvI-02 f)ucts VC[1617111iog
Rough Gas PiDe/Test
kxt P!L 1'oof Ilraills el •l`t® - l �
SPIO iYranuag&Flashing ----
- - � � ✓
B.P12 insulation
BP13 Drywall Nailing r/4t�
BPI I Lathing&Siding
' PL99 Final Plumbing �—
EL99 Final Electrical _
ME99 Final Mechanical— _ —
I3T'99 Final Building
Code fool&Spa Approvals Date Inspector O U.ER DIVISION RELEASES
— —IDeputy Inspector . LDepa .mew Approval required prior to the —
P:
PGOI Pool Steel Rem./Fomis _ _ _ uildirl b.,in released by the City
1`001 Pool Plumbing/Pressure Test
P003 Pre-G unite Approval r3:ate €rtspertar
t EL06 Rough Pool Electric Planning
4=
-- -_Sub List Approval 1_."-t�==caps
I'_004 Pool Fencing/Gates!Alarms hntnnce_
i P005 Pre-Plaster Approval— — — E.l:ginee ir:g
P 00) Final Pool/`'11'
TL ' aLS1IA0�E
DREAM EXT RU M E �- 130 South Main Street
APPLICATIO NO
APPLICATION F®� IZ
P ILI�IN� Pi� T DAPLI E TIO R D�C
DATE
lJ /
AP BY
VALUATION CALCULATIONS
BUILD p D�ESS
1st FLOOR SF I T rESS �(Z<
TRACT BLOCK/PAGE LOT/PARCEL
2nd FLOOR SF
NAME
j r� �'-✓
3rd FLOOR SF 0
W
GARAGE SF N
,
F_
STORAGE SF R
I hereby affirm that I am license un er provisions o c ape co
DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and
C my license is in full force and effect.
OTHER: SF O LICENSE# CITY BUSINESS
N AND CLASS TAX#
r T NAME
VALUATION: ® R —
A MAILING
C ADDRESS
FEES T CITY STATE/ZIP PHONE
- O
BUILDING PERMIT $ R CONTRACTOR'S SIGNATURE DATE
Cyr _ J
PLAN CHECK ----- NAME LICENSE#
A
PLAN REVIEW R MAILIN
C ADDRESS
SEISMIC H CITY STATE/ZIP PHONE
PLAN'RETENTION ❑ NEW OCC GRP./ CONST.
❑ADDITION DIVISION: TYPE:
ALTERATION NUMBER OF NUMBER OF
❑ OTHER STORIES: BEDROOMS:
❑ SINGLE FAMILY ZONE:
❑APARTMENTS
❑ I certify that I have read this application and state that the ❑ CONDOMINIUMS HAZARD YES
above information is correct.I agree to comply with all city ❑TOWN HOMES AREA?
and county ordinances and state laws relating to building COMMERCIAL SPRINKLERS ES
construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED?
city to enter upon the above-mentioned property for insp- ❑ REPAIR PROPOSED USE OF BLDG: 6)-fliE
.__ '-7 2 -6
.j
Si nature of Applicant or Agent Date E' °� 0'' `'
Agent for 0 contractor ❑ owner
Agents Name
Agents Address
lea ?J20/14 20 Receipt no:
Street City State Zip ffHff
1.00
Tr s 17ga
PHRICAl EXP SM.25
Trffn date: C/20/14 Tiffe: 11.*41:0q
.. �
� � �-
�&760
— 1 / 2 ' Rti KBTZ anchor
at each end and 4 ' ❑C
Min . 4 " embed
0,2500
2.5
qp
imi
1 / 4 ' Bent plate ch l ` � �' I
x N,y ,' "'� 114'
$ ' �� $ � D . w �z
a
PERMIT #
I
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APPRVVI-�=l
fL `#
j�
OPC
APR 1 1 2,014
-
4 X GHDR.
lCONT.51MP.C5I G
WI 8d NAILS.
MATCH 5HP WALL
2X BLKG NAIL 5PACIN'G
—DBL.SILL
(5TRAP AT LOWER
PIECE)
DI
EXIST.PLY
$ A fir•' A
DPOO8 -- L� OPENING
or
APR 2
4
c) e_
Page # G-1
�n George McCurdy Job Name: CASINO DR
-,i i Structural Engineer Job # 14-32
117-A South Main Street, Lake Elsinore, California 92530-4108 Date: 17-Feb-14
voice & fax: 951/674-9543 e-mail: litehousegeorge@yahoo.com
web site: www.georgemccurdystructuralengineer.com
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Q . - STRUCTURAL CALCULATIONS
o � v v Tenant Improvements for
31764 Casino Drive
> r� C/) Lake Elsinore, California 92530
o E
U p bat ,, T ac-t
.2 •E Zubieta Design & Drafting
3 � � o
0 Q
w o v
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v TABLE OF CONTENTS Calc Sheet
Design Loads G-2
Calc Design Info G-3 thru G-4
�JjNr.C) .2 cC C) O
v r.l r. r.r. i .t . r.r.
v ,�U ,
Q a) ci
Q � a:
o � � o - Wall Design W-1
..- �. .-.. T Cn O 'L: Later-a! A,•,alys:c-_/.cl
W '� N Q �. i<ii: ...,11.,....,.... Tl�,.n.:,n.ms__..P_ 1\R 'i r L...., N if
v� r v
Q (*) Please Note: "The purpose of the earthquake provisions herein is prim 1 D
Q v Q N to safeguard against major structural failures and loss of life, e
o n E 2 v not to limit damage or maintain function." (reused here from a E5 ..
o o Q previous Code for public awareness only)
"1 0 ° Please note: Any alterations made to the Job Site Address and/or legal
w :n M (V description on this sheet voids the wet signature and stamp.
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1
Page # G-2
George McCurdy Job Name: CASINO DR
Ti n WEEn Structural Engineer Job # 14-32
117-A South Main Street, Lake Elsinore, California 92530-4108 Date: 17-Feb-14
voice & fax: 951/674-9543 e-mail: litehousegeorge@yahoo.com
web site: www.georgemccurdystructuralengineer.com
DESIGN VERTICAL LOADS
TYP ROOF ROOF LIVE LOAD
Sloped Construction CBC Section 1607.11.2
(Roof = 0.25 :12 slope) L(o) R(1) R(2) LL(r)
Blt up= 5.0 psf (2 layers) 20.0 1.00 1.00 20.0
Plywood = 1.7 psf ----- ----- psf/sq ft
Framing = 3.0 R(1) & R(2) Factors
----------- Eq 16-28
1 DL = 9.7 psf R(1)
DL = 9.7 psf (slope adjusted) 1.00
Ceiling Construction A _< 200 sf
Insulation = 1.0 R(1) & R(2) Factors (cons)
Framing = 1.7 Eq 16-31 Hq
Ceiling = 2.2 Slope (F) R(2)
Misc = 0.4 0.25 1.00 14=9 0:60
----------- :12 F <_ 4 4
1 DL = 15.0 psf Design Note: Per Eq 16-29 for R(1) for Trib Areas
LL(r) = 20.0 psf > 200 sq ft & < 600 sq ft please see the
----------- individual member design.
TL = 35.0 psf
2
\ Page # G-3
aID George McCurdy T + Job Name: CASINO DR
-,I I n Structural Engineer i i Job # 14-32
117-A South Main Street, Lake Elsinore, California 92530-4108 Date: 17-Feb-14
voice & fax: 951/674-9543 e-mail: litehousegeorge@yahoo.com
web site: www.georgemccurdystructuralengineer.com
CALCULATION DESIGN INFORMATION & NOTES
Minimum Material Specifications (Typical UNO)
Building Code:
2013 California Building Code (UNO)
Solid,.. A�A
l.T t; ,.1 ll., n �f, ' -c 2005
Dg ® t t,_� C r '
7, r«
Vt' 1 cn t tie Gr=a a (o« bett..«\
T t 1 M. -Fl-'1 Tl / 1^ tt 1 ( (1..) nnn psi, r(h) 95 psj, E
4 F«
1 Dr ( > tt \ ! (1.\ nnn Rj > !t1\ nc - 156()(),000 n „":\
�
better-) (r! 1,350 r(h) 85 psi, r 1,600,000 "�=7
ct r 1
Simpson
_----r, --- -- --� . �l
prep, t. r. ..,.,tom n.0d t=
Mier-abam Bea—S.
7 Q1 roc Tin (r(1.\ nn r(1,\ 74� - r 7 52L1n lLn •�:\4-4NQ--
7 nr. DE D&I ( !L.\ 7 nnn .(L,\ - Inn_ E 7 nnn nnn psi) UNQ
Simple
C3p L t• 241; 114 !r/l.\ � inn rl_L,\ r i ,800,nnn T- -�-;\
r � � si; r Qnn nnn ��� vnrn
G -�u( r
IINVP
� Beams et !Esi
r
Concrete:
No "special inspection" required, F'c = 2,500 psi (@ 28 Days)
Maximum slump: 3-4 inches (+/- 1 inch)
NoteConcrete in walls must be mechanically.vibrated
Reinforcing Steel:
ASTM A615 or equal, Grade 40 ksi for #4 & #5, Grade 60 ksi for #6 & larger
Concrete Block:
No "special inspection" required--UNO
Note: "plastic" and/or "masonry" cements are not allowed per Code.. :
Block: f m = 1,500 psi, Grade N, (n = 25.8)
Grout: 2,000 psi, Maximum slump: 9 inches (+/- 1 inch)
Note: All Grout must be mechanically vibrated.
Mortar: Type M, 2,500 psi (Note: Mortar may extend a maximum of 1/2" into the cell cavity)
3
Page # G-4
® George McCurdy Job Name: CASINO DR
-v I Structural Engineer Sob # 14-32
117-A South Main Street, Lake Elsinore, California 92530-4108 Date: 17-Feb-14
voice & fax 951/674-9543 e-mail: litehousegeorge@yahoo.com
web site: www.georgemccurdystructuralengineer.com
CALCULATION DESIGN INFORMATION & NOTES (cont)
Minimum Material Specifications (cont)
Shear Wall i - —r
Minimum Douglas !r ,.1.,F r711--1 L� ,.11 + ,-tom SA= h.}_ elr nT-.t plates, etc-, t-��
M - - 2 18" ewe-d-1-4-81-1-ce�t� /4i 8 thick Pa 3.£1, 1 33i•`,1y'�
iT !^> \ at
../1 adjainifigPanel .i.. (Studs,_Iaa r•. agL , �,.. +.. \ .L.�,
/
mail, Spacing is 2" oc= R Sid-) a- 4" oe (2 side-S) less.
HOAzvrccrsr rg'W("3oanh3' �
.!-
Roof 7gs-e 1_1711 n n n Rated cl.. +t,• , Exple-sur-e r (o=Exterior-) nr 7 4,40
X441—U�.
r i s�eed stu€ *lam", TExposure 1(®r E " »
> >
S°d @ 6 10 ! r( #,lF+ i.r .eked) I
2 1,— �� i�
if nate
Calculation Reference Drawings: Symbols, Notes.& Abbreviations
1) "(E)" denotes existing construction or condition.
2) "(N)" denotes new construction or condition.
3) "(min)" denotes minimum required size. A larger size may be shown on the plans.
4) Items "fined thr " are not applicable to the design under consideration.
5) Beam Size Notations
1 7 xl2 MicroLams
Indicates size & type of member (ie: 4x12 #2, 6x16 #1, etc)
Indicates the number of members required at this Location .,..
6) Calc reference symbols on calc sheets RF-I, FF-1, L-3, etc:
LEGEND
Denotes Beam or Header
Denotes Girder Truss location (to be verified w/ Truss Manufacturer)
Denotes Framing Direction
Denotes Shear Wall Line
P-4 Denotes Pad Footing location
7) "UNO" denotes "Unless Noted Otherwise".
8) "Ave" denotes a weighted average used in the design.
9) "S/W" denotes "shear wall", see the Lateral Analysis & Shear Wall Schedule.
I
XOXO 4
Page # W-1
George McCurdy t t lob Name: CASINO DR
Structural Engineer Job # 14-31
117-A South Main Street, Lake Elsinore, California 92530-4108 Date: 17-Feb-14
voice & fax: 951/674-9543e mail: litehousegeorge@yahoo.com
web site: www.georgemccurdystructuralengineer.com
WALL DESIGN (cont)
Design Loadings (T)lease see calc sheet G-2)
Roof Flee r Beek Wall Wt Misc
DL 13 DL �0 -1-3 14 10 psf
LL(r) 20 LL 40 60 ----- ---- psf
New Onening Lintel
Tributary Widths on Wall
Roof € l Wall Misc
8.0 0:@ 8.0 0.0
ft A A ft ft
Lintel Design Dimensions
L b t d
8.00 7.625 92.00 88.00 --->USE 8 x 96 Lintel
ft in in in Solid Grout
Lintel Loads
W(tl) W(dl) Lintel W Lintel Wt W(tl) W(dl)
376 216 133 84.5 1,024 864
# # pcf #/ft #/ft #/ft
Material Specifications Spec Inso
Mas f m E(m) n Fv Req'd
1,500 1,125,000 25.78 40,000 0.50 (Yes = 1.00, No = 0.50)
psi psi ----- psi ----
Member Analysis
Design Loads
v M
4,096 8,191 N
# ft #
TRY (1) #4 Horiz ON
Reinforcing Info '
Abar # bar A(s) p k
0.196 1.0 0.2 0.0003 > 0.002 mi 0.115 0.962
sq in ----- sq in ---- ---- -----
Member Analysis
f(m) <- F(b) f(s) _< F(s) V(m)
30 250 5,927 20,000 6.10 ---->USE (1) #4 Horiz
psi psi psi psi psi
XG •:O 1
EXISTING MASONRY WALL
1/2"0 REDHEAD @ 48" O.C.
0
m MIN. EMBED. 4"
Ln
x MC10x22
w
c�
z
z
w
w
0 LINTEL AND JAMB
w
z
OVERLAP LINTEL CHANEL
OVER JAMB CHANEL AS SHOWN
F �< XCISTING MASONRY
C SOLID GROUTED WALL I L5x5x 1/4" x 7" LG.
co
Q' OQ� I W/(1) 1/2" REDHEAD
4" MIN. EMBED.
M .
� ,2013
EACH LEG AS SHOWN
OF ELEVATION
MAR 3 ZO l4
MASONRY OPENING DET. 1
3/4" = 1 , 1101
AmerolGlide Vertical Platform Lift
Installation & Owner's Manual
L�
Models:
AMGHERC600-4
AMGHERC600-6
a AMGHERC600-8
G AMGHERC600-10
,
This manual has been provided to assist DEALER
you with lift installation and operation.
For further assistance please contact
your authorized AmeriGlide dealer or
AmeriGlide's Technical Support
lDepartment.
Tel: 866-378-6648 SERIAL NO
Fax: 816-537-0641
7 e A--Si r) f?, U c —.
Table of Contents
Installing the lift
Using the Manual 2
When You Receive the Lift 3
Specifications 3
Safety 3
Code Requirements 4
Site Requirements 4
Required Tools 4
Required Materials 4
Preparing to Install the Lift 5
Controller Harness Connections 5
Installing the platform 6
Installing the outer guard panel 7
Installing the fixed ramp 7 LA
Installing the folding ramp 8
Anchoring the Lift 9
Setting the Limit Switches 10
Verifying Operation of the Lift 11
Manual Override 12 f
Call-Sends (optional) 12
Top Landing Gate (optional) 13
EMI and Flush Strike (optional) 14
Platform Gate (optional) 15 PF
Fascia Panel (optional) 16
Owner's Section 17
Safety 18
Controls 19
Operating the Lift 20
Warranty 22
Using the Manual
This manual will provide step by step instructions on how to install and operate your lift. Read
and understand the entire manual before beginning to install the lift.
If you have any questions, contact technical service at 1-866-378-6648
When You Receive the Lift
• Check the lift for shipping damage. If you see any damage contact the freight carrier to file a damage
claim.
•Verify the products match that described on the packing list attached to the exterior packaging.
•Verify the contents of the package match that shown below to the right.
3
Specifications
Payload Capacity 600 Ibs
Vertical Travel 53"— 125" _
Foot Print VARIES
Platform Size 36" x 48"/ 36" x 54"/42" x 54"
Input Voltage 115vac- 20a
Control Voltage 24vac or 24vdc
Platform Speed 10 ft/min
Motor 1/2hp-90vdc or 1/2hp-24vdc
s
P
,Safety
• Read all instructions in this manual before installing or operating the lift.
• Do not exceed the maximum payload capacity of 750 lbs.
• Do not ride on the lift until it is anchored in place.
• This product is designed only for lifting people and wheel chairs. Do not use it for any other purpose.
•Always wear eye protection while installing or servicing this product.
•Always disconnect this product from the electrical source before servicing it.
• Only use the fasteners supplied with this lift.
• Do not wear loose clothing or jewelry when working on this product.
• Do not disable any safety equipment or switches supplied with this lift.
• Stay away from all drive train components while the lift is operating.
....... .. .... .., I
��
r'Glide Hercules 11 VPL TypicalDrawing
AmeriGl Left Hand Shown; Right Hand is Opposite
Right Hand Platform Gate Shown
O
Unit
AG400 77" 53" u` °`o°"n .
AG600 101" 77"
AG$00 125" 101"
AG1000 149` 125"
_._.. .................................. on Slip Surface
AG1200 173 149"
..... ...
....... .......
�8"C1ear
Plan View
,0 3A" 38 112"
rTower L'epth 34 n, ';
Trnver Width
"X"
Tower
Heicht
„Y"
Max.
Lifl
Height
36"High
Guard Panels
0
• Folding ;4`
36" —Ramp-16" 50 L30
51 14" 66" 3,4
Front View Side View