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Standard features
RATED LOAD; 750lbs (340 kg) maximum lifting capacity
LIFTING HEIGHT:
50 in (1270 mm) maximum floor to floor height
(Model PL-50)
72 In (1828.8 mm) maximum floor to floor height
(Model PL-72)
90 in (2286 mm) maximum floor to floor height
(Model PL-90)
NUMBER OF PASSENGERS: 1 passenger with mobility equipment
pRIVE: AC Powered: 1/2 hp motor, Instant reverse
MOTOR CONTROLLER: AC Powered Ilft; 24 VAC, 2 contactors; I up
and 1 down
STANDARD CONTROL: Constant pressure paddle control with key
switch and red Emergency Stop button
PLATFORM SIZE: 32" x 48", straight thru platform (standard)
AUTOMATIC LOWER RAMP: 12" automatic lowering ramp
MANUAL LOWERING DEVICE: Standard. Manual hand crank to
raise and lower lift
FINISH: Exterior grade powder coat paint, sandblast and primer
LIMITSWITCHES: Adjustable upper final limit switch
WEIGHT OF UNIT: Model PSL-SOR: 4251bs.
Ptat)`orm O Lions
36" x 54", straight thru platform & 900 Degree exit platform
36" x 60", straight thru platform & 90 Degree exit platform
DC Motor -Battery Powered Option. Upgrade
DRIVE: DC Powered lift: Y2 hp 12 VDC motor
MOTOR CONTROLLER: 12 VDC, 2 contactors; 1 up and 1 down
PI: 50'I'OP VIHw, PI. Sn 1'RON I VlhW:
12X48 INCH PLA"I'I ORM MIX54 INCH 90 UfiORhh 1!XI"r
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FOUNDATION SCHEDULE
S-1 8" (3000 PSI) POURED CONCRETE SLAB WITH # 5 BARS
@ 12" O.C. EACH WAY ON .006" VAPOR BARRIER
OVER CLEAN COMPACTED TERMITE TREATED FILL.
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Certification for Design Load Compliance I� rc I I I 1 e C f 0 n i C I n c
I. DESIGN CODE: Florida gRLLL-t�c+ code 2017 Edition w/20 - supplements using ASCE 7.10
2. Structure Design Is: Enclosed _ partially Enclosed _ Open Building
3. Risk Category: _I,II _ BI __..P IV Exposure Category: _BLC C �D Adjustment coefficient �Z 06 DELAWARE AVEN E
4. Design Wind Valociry(�mph _,ASD LRFD End Zone Width ft. ORT PIERCE, FLORID 34950
5. Mean Roof Height: 4t ft. Roof Pith: F/ : 772 460 7751
M. 2 Parapet eft, : 772 460 4244
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 40 r 'MRH (worst case)
Zone1:-aA- Zone 2: O/ Zone 3:-N AZone4: N/( .ARCHITECTONI INC.COM
--L Zone 5:Xn$Garege: l`�A�
7. Design Loads: Floor: 62PSF Roof/Dead: L PSF Roof/Livt-• PSF Baloony:j�PSF
Dock: 03 �APSF Deck: � PSF Stairs; � PSF Fence; N/� PSF Railing; N/iR PSF TATE REG # AA2608
8, Were Shear Walls Considered for Structure? 2S Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? zYes _Not applicable le Explain Why Not: _COPYRIGHT 2017
MIJATOVICH
WHEEL CHAIR LIFT
ST. LUCIE COUNTY, FLORIDA
TANTS
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DATE..._ZI! (r —
PLRNB AND P RMIT
MUST a KEPT ON JOD OR
- _ NO INSPECTION WILL BE MADE
U PROPOSEDMi
I'r,w:CTTO ANY COAMEC't 09
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11ECE53ARY IN OM M
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NR SIDES ._. CONCFALED FASTENERS OR ATTACHMENTS
11rA ` ARE THE RESPONSIBILITY OF THE
ZN . CONTRACTOR OF RECORD
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MICHAEL J. SEAL, AIA
SC 1VNECr
BY
St. Lu ie County
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