CC-0428-2022 H
Office Use Only
l: ADDITION/ALTERATION PERMIT Permit#: CC.,' D42to • 202 _
APPLICATION
' --�� Permit Fee:$ �1 c
�A•4-0
Q Town of aeensbury
742 Bay Road,Queensbury,NY 12804 � $
Invoice#:
P:518-761-8256 www.queensburv.net
Flood Zone? Y Reviewed By: Al
Project Location: 1066 State Route 9 - Farmstand & Flatbread
Tax Map ID#: 296.9-1-10.12 Subdivision Name: �, - -•...4....,,..•
D C� r.� f p W, -
1
PROJECT INFORMATION: 'laQ8 2C -2-7 ii
LII ;2i / I
TOWNF
_i
DU{LDINe � N�� UF'Y
TYPE: Residential X Commercial, Proposed Use: Re'�taar-antO& etail '
Single-Family _Two-Family _Multi-Family(#of units ) _Townhouse
Business Office X Retail _Industrial/Warehouse _Garage (#of cars_)
—
- X Other(describe Restaurant )
ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE:
1st floor: 1st floor: 2,092
2nd floor: • 2nd floor: 492
3rd floor: 3rd floor:
Basement(habitable space): Basement(habitable space):
Total sq ft: Total sq ft: 2,584
Scope of work to be done:
Main floor- replace existing kitchen ceiling (860 SF), install new handicap accessible platform lift elevator
(55 SF), replace fixtures and finishes in existing toilet rooms (372 SF) replace existing wood beam and
wood posts along bar area with new steel beam and steel posts with new concrete footings and remove
existing bar and construct new bar area, provide compliant handrails on existing stair (805 SF).
Second floor- remove existing fitting room partitions and install new toilet rooms in the same location
(492 SF). All other work is patching of materials and repainting\replacing flooring.
•
Addition/Alteration Application Revised January 2021
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $ $200,000
2. Source of Heat (circle one): X Gas Oil Propane Solar Other
Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application
3. Are there any structures not shown on the plot plan? YES X NO Explain:
4. Are there any easements on the property? X YES NO As shown on drawing C-1
SITE INFORMATION:
• Is this a corner lot? _YES x NO
• Will the grade be changed as a result of the construction? YES X NO
• What is the water source? x PUBLIC PRIVATE WELL
• What type of wastewater system is on the parcel? X SEWER PRIVATE SEPTIC
DECLARATION:
1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be
completed within a 12 month period.Any changes to the approved plans prior to/during construction will require
the submittal of amended plans,additional reviews and re-approval.
2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of
Queensbury.After 1 year from the initial application date, 100% of the fee is retained.
3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
4. I certify that the application, plans and supporting materials are atrue and a complete statement and/or description
of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws
and ordinances, and in conformance with local zoning regulations.
5. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
6. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: Ethan P. Hall -Architect\Agent for the Applicant
SIGNATURE: (' A 7i7ale DATE: 7 July 2022
Addition/Alteration Application Revised January 2021
R • r .„
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Furniture:House-North LLC - Mario Disienna
Mailing-Address, C/S/Z: 1254 Route,9P, Saratog Springs NY 12866
Cell Phone: ( 518 )528-1290 `r Land Line: ( )
• Primary Owner(s):
Name(s): Furniture House North LLC-Mario Disienna
Mailing Address, C/S/Z: 1254 Route 9P, Saratog Springs NY 12866
Cell Phone: ( 518 )528-1290 Land Line: ( )
Email:
2 Check if all work will be performed by property owner only
• Contractor(s): (List all additional contractors on the back of this form)
Contact Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: ( ) Land Line: ( )
Email:
**Workers' Comp documentation must be submitted with this application**
• Architect(s)/Engineer(s):
Business Name: Rucinski Hall Architecture
Contact Name(s): Ethan P. Hall
Mailing Address, C/S/Z: 134 Dix Ave, Glens Falls NY 12801
Cell Phone: ( 518 )260-2888 Land Line: ( 518 )741-0268
Email: ephall cni' nycap.rr.com
Contact Person for Compliance in regards to this project: Ethan P. Hall
Cell Phone: ( 518 )260-2888 Land Line: ( 518 )741-0268
Email: ephall a nycap.rr.com
Addition/Alteration Application Revised January 2021
h
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8
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Figure 3 illustrates the recommended steps for constructing a wooden hoistway.
Figure 3:Wooden Hoistway Construction-Recommended Steps
RI
Step 1 Step2
Pit(by others) Studs(by others) Electrical wiring
and equipment (by others)
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V1504 Planning Guide Part No.000690,19-m02-2019
0
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PLEASE NOTE: -TY P I CA L PLAN
❑VERALL H❑ISTWAY LENGTH AND WIDTH DIMENSIONS ARE
/II I»l�irr��rr�i� �A
55 3/1AY
RUNNING
FINISHED RUNWAY LENGTH RUNNING
- RUNNING —�+ (PIT LENGTH) —► UNNIN
/ ~L� ORANGE _ CLEARANCE
_1:3=rtr_
, : • , ,
TOP OF MAST 54"
a w CLEAR INSIDE
^ -..---
CAB LENGTH
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PRELIMINARY DRAWING ONLY
s.P. I DRAWING APPROVAL: CHAN E
46' NI
v THIS DRAWING REFLECTS OUR INTERPRETATION OF THE INFORMATION PROVIDED BY THE CAR OPERATING PANEL
DEICER ON THE ORDER FORM,THIS INFORMATION IS THE DEALER'S RESPONSIBILNV,AND IS ENa:RCFNevucn* RIUNINATE06(MM
LI I THE BASS FROM WHICH TICS LIFT IS DESIGNED AND MANUFACTURED.PLEASE INDICATE THE
LANDING 1 •T 1 1y REQUESTED ACNON BY CHECKING ONE OF THE FOLLOWING BOXES AND SIGNING BELOW TO 3 `r
S l AUTHORIZE COMPLETION OF THIS ORDER.
MI .•••• I WITH NO EXCEPTIONS /,'`
',,•• ' ':. ,4'•. • . .• ,.1.;'• -Tr •ACTURE PRODUCT AS PER DRAWING ® ® ® (/I A,L'S
eA• ��'� •.•; 3" SIGNATURE DATE: '�
DEPTH APPROVED WITH EXCEPTIONS, NO REAPPROVAL
EL, 0,00 REQUIRED CALONDIC ONCE no DRAWS°D APPROVED,ADR CwoEUASON EMS•91.APPLY EMERGENCY STOP t
MAKE CHANGES AS NOTED,NO REAPPROVAL DRAWING REQUIRED
E L.EVAT I 0 N B—B OFFICE USE ONL Y. Pa t No
CHANGE AS NOTED, REAPPROVAL REQUIRED CMA=NMISTAw 1 V- 1 5 0 4
HALL CALL-IN FRAME MANE CHANCES AS NOTED,SEND CORRECTED DRAWING FOR MIL IOW SLAW. � �
REAPPROVAL BEFORE MANUFACTURE
• V"°"LN°" 3007091 2
® CAll./SENO 1ATYONWIDE LIFTS—N.Y. 13-22
9. 62o Y GE�ERRE RRRA�GEUENT FDfSDITENA ,mm�lia/W `� C;ay.varfl , A
6. ADDNtSS: OSA=Ge w�
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2,387
ENCLOSED VERTICAL WHEELCHAIR PLATFORM LIFT ,USA eeG 10 439 9 8 OF 5
6
V1504 Specifications
Specification Specification Data
Safety features Platform gate
Safety underpan
Door locks
Safety brake
Emergency stop buttons
Manual lowering and battery lowering system
Options Platform gate with metal insert and electric strike
Top landing gate
Upper/lower landing door 80"(2032 mm)
Fire-rated,flush-mounted landing entrances
Folding seat on platform
Telephone on platform
Custom color
Fixed access ramp
Public building package
Outdoor package
Automatic safety ramp on platform(for outdoor model)
24V battery backup
Remote controller/pump box
V1504 Planning Guide Part No.000690,19-m02-2019
5
Specifications
V1504 Specifications
Specification Specification Data
Load capacity 750 lb(340 kg)
Seat capacity 330 lb(150 kg)
Maximum travel 23 ft(7 m)
Nominal speed 20 ft/min(0.1 m/s)
Temperature Indoor:+5°F to+122°F(-15°C to+50°C)
Outdoor:-20°F to+122°F(-29°C to+50°C)
Noise level(for typical installation) 72.9 dBA(up direction);50.0 dBA(down direction)
Measured at a height of 1 m,distance of 1 m,in front of the motor with all panels on
Daily cycle Normal:30
Heavy:75
Excessive:100
Maximum starts in 1 hour on standard installation:12
NOTE:Please consult your Sales Representative if there a chance you may exceed these
amounts.
Levels serviced 2(standard),3,4
Cab sizes. 36"x 48"(914 mm x 1219 mm)
36"x 54"(914 mm x 1371 mm)
36"x 60"(914 mm x 1524 mm)
42"x 48"(1067 mm x 1219 mm)
42"x 54"(1067 mm x 1371 mm)
42"x 60"(1067 mm x 1524 mm)
Cab walls(height) Standard 42-1/8"(1070 mm)
Optional 80"(2031 mm)
Cab access Enter/exit same side(platform Type 1 L and 1 R)
Front/rear access(platform Type 2)
90 degree access(platform Type 3 and 4)
Power supply 120 VAC,20 A,60 Hz,single phase
Motor/drive 2:1 chain hydraulic,3 Hp,gear-type motor(24 VDC)
Control system Electronic-free relay logic controller
Distance between 2 landings 7"(178 mm)minimum
Tower Modular 8 ft(2.4 m)base guide rail assembly
Roller guide support
Pit depth requirement 3"(76.2 mm)
Finish Beige electrostatic powder coat paint on all steel surfaces and vacuumed formed
plastics
Standard features 24 VDC operation
Call/send stations at landings
Continuous-pressure type buttons
Operating control buttons on platform
Automatic battery recharging system(115 VAC)
Remote manual lowering device
Low-voltage controls
Limit switches
Handrail
Non-skid platform surface
No machine room required
Emergency stop button
Part No.000690,19-m02-2019 V1504 Planning Guide
to Cpot krir
PROVISIONS 3Y OTHERS SPECIFICATIO\S
GENERAL ELECTRICAL GENERAL POWER UNIT
HOISTWAY - THE HOISTWAY MUST BE DESIGNED AND GENERAL- ELECTRICAL EQUIPMENT AND WIRING TO COMPLY WRH CLASSIFICATION: Enclosed Vertical Wheelchair Platform Uft MOTOR: 3.0 HP, 24V DC
BUILT IN ACCORDANCE WITH "SAFETY STANDARD FOR SECTION 38 OF CSA C22.1 (CANADA) OR SECTION 620 OF NEC APPLIED CODE: ASME A18.1-2017 Section 2 Pub FLOW: 1.15 Gal/min(4.35L/min)
PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS" OR "SAFETY ANSI/NFPA 70 (USA). SPECIAL NOTE:
POWER SUPPLY- 120VAC, 20A, 60HZ. 1PH CIRCUIT THROUGH A MODEL: V-1504 Shoftway or Decklift CAB FINISH Steel W Paint
CODE FOR ELEVATORS AND ESCALATORS" AND ALL STATE CAPACITY: 750 lbs (341 kg)
AND LOCAL CODES. FUSE DISCONNECT WITH AUXILIARY CONTACT ON MAIN POWER SUPPLY. PROVIDE TWONOMINAL SPEED: 20 fm0.102 m/s)
(
18 AWG CONDUCTORS BETWEEN CONTACT p HYDRAULIC DATA
PLUMB RUNWAY - DUE TO CLOSE RUNNING CLEARANCES AND CONTROLLER. TRAVEL: 130' (3302 mm) OIL TYPE: UNIVIS 32 INDOOR
OWNER/AGENT MUST ENSURE THAT HOISTWAY AND PIT LIGHTING- LIGHTING OF 100 LX MIN. AT PLATFORM AND LANDINGS. PIT DEPTH: 3" (76 mm) DEXRON ATF OUTDOOR
(WHERE PROVIDED) ARE LEVEL, PLUMB (-/+ 1/8" (3 LIGHTING WITH SWITCH AND ELECTRICAL GFCI OUTLET IN PLATFORM SIZE: 36"X 54"(914 mm X 1372 mm) REQ'D: (3.79 L)
mm)) AND SQUARE AND ARE IN ACCORDANCE WITH THE HOISTWAY PIT. POWER SUPPLY: 24dc120aV,20A60Hz,SINGLEPHASE GALLONSA WORKING PRESSURE: 1.0 Gall (3.717.2 MPa)
DIMENSIONS ON THESE DRAWINGS, PHONE-IF A TELEPHONE CIRCUIT IS REQUIRED, JACK OR PHONE BATTERY BACK UP: up and down direction RELIEF PRESSURE: W 2500 psi( MAX.
ARE PROVIDED ON THE CAR. A DEDICATED ANALOG PHONE LINE JACK UNIT MAXIMUM RELIEF PRESSURE: 2500psi (17.2
MINIMUM OVERHEAD CLEARANCE- OWNER/AGENT MUST (NO VOIP) IS REQUIRED TO BE PROVIDED BY OTHERS TO THE MPa)
ENSURE MINIMUM OVERHEAD CLEARANCE IS IN CONTROLLER FOR VOID, PLEASE CONTACT SAVARIA. STROKE: 72" (1829 mm) HYDRAULIC HOSE: 1/4" (6.4 mm) ID
COMPLIANCE WITH CODES. SAVARIA LINK REMOTE MONITORING - NOT APPLICABI F PLUNGER 0/D: 1.5" (38 mm) BURST: 20000 psi (137.9 MPa)
Not required CYL. 0/D: 2.125' (54 mm) FITTINGS: 1/4"(6.4 mm) NPT MALE
CONSTRUCTION SITE- OWNER/AGENT TO PROVIDE ALL CYL. I/D: 1.75" (44 mm) SUSPENSION CHAIN
MASONRY, CARPENTRY AND DRYWALL WORK AS REQUIRED ENTRANCES CONTROLLER
AND SHALL PATCH AND MAKE GOOD (INCLUDING FINISH 2X #50 ROLLER CHAIN
PAINTING) ALL AREAS WHERE WALLS/FLOORS MAY UPPER LANDING GATES- WHERE REQUIRED, SMOOTH SOLID MODEL: V-1504 BREAKING STRENGTH: 7171 lbs(31.9 kN)each
REQUIRE TO BE CUT, DRILLED OR ALTERED IN ANY WAY BARRIERS ARE TO BE SUPPLIED AND INSTALLED ON BOTH TYPE: CPFS SAFETY BRAKE: TYPE 'A'
TO PERMIT THE PROPER INSTALLATION OF THE LIFT. SIDES OF ENTRANCE AT UPPER LEVEL AND MUST BE A QPS #: LR1390-7R2
MINIMUM OF 42' (1067 mm) HIGH. ENTRANCE ASSEMBLY AMP: 100 A 30.75'[781]
DIMENSIONS- CONTRACTOR/CUSTOMER TO VERIFY ALL MUST BE IN PLACE PRIOR TO THIS PROVISION. MFR.: SAVARIA
DIMENSIONS AND REPORT ANY DISCREPANCIES TO OUR FASCIA PANEL BELOW UPPER LEVEL ENTRANCE- WHERE NifilMIIIIMEMMIN
OFFICE IMMEDIATELY. REQUIRED, FASCIA PANEL MUST BE FASTENED TO A SOLID 1.25'[32]oo.ss'[014
WALL AND BE PERPENDICULAR TO THE FLOOR AND WALLS.
STRUCTURAL HOISTWAY FASCIA IS NOT SELF-SUPPORTING FOR LONG, 241e11
FLOOR/SUPPORT WALL LOADS- CONTRACTOR TO ASSURE CONTINUOUS RUNS VOID OF ENTRANCES. ADEQUATE MOUNTING BRACKET
THAT BUILDING AND SHAFT WILL SAFELY SUPPORT ALL SUPPORT FOR THE FASCIA MUST BE PROVIDED, DOORS / GATES / CALL STATIONS
LOADS IMPOSED BY THE LIFT EQUIPMENT. REFER TO THE ENTRANCE ASSEMBLIES- ENTRANCE ASSEMBLIES MUST BE LANDING 1 LANDING 2 LANDING 3 LANDING 4
LOAD DIAGRAM ON THIS DRAWING. ADJUSTED TO ALIGN WITH PLATFORM AND INTERLOCK DOOR TYPE Fire Rated Pro Door Fire Rated Pro Door
EQUIPMENT, OTHERS TO ALLOW AN ADEQUATE ROUGH ENTRANCE SIDE c & a c
MAST TO BE SECURELY FASTENED- WHERE REQUIRED ❑PENING. DOOR SWING Ih Ih
THE MAST MUST BE SECURELY FASTENED TO THE RETURN WALLS- RETURN WALLS AT ENTRANCES MUST BE DOOR INSERT Not Applicable Not Applicable
STRUCTURAL SUPPORT WALL. REFER TO WALL / FLOOR BUILT-IN BY OTHERS AFTER ENTRANCE ASSEMBLIES ARE LOCK TYPE Pro Lock(24V)Indoor only Pro Lock 24V)Indoor only
SUPPORT LOAD DIAGRAM AND WALL LAG DIMENSIONS ON IN PLACE. ENTRANCE ASSEMBLY MUST BE SECURELY AUTO DOOR OPENER Pro Door Opener II/Man. Pro Door Opener II
THIS DRAWING. FASTENED TO WALLS, CUSTOM DOOR WIDTH
CUSTOM DOOR HEIGHT
WHERE DOORS ARE REQUIRED- SUITABLE LINTELS MUST I "AST 1 IN FRAME CALL STN. yes yes
ll/Send Buttons
BE PROVIDED BY OWNER/AGENT, DOOR FRAMES ARE NOT PursoRti CALL STN. KEYED SIDE A SIDE C CALL STN.TYPE Call/Send Buttons CoPos. Removeable Off Pos. Removeable
DESIGNED TO SUPPORT OVERHEAD WALL LOADS, ENTRANCE LOCATIONS CALL STN. STOP BUTTON noOff. no
4 CALL STN. MOUNTING Flush Mounted In Frame Rush Mounted In Frame
INSULATED PRODOOR KIT No No
SIDE B OPTIONS PROVIDED
WALL / FLOOR SUPPORT LOAD DIAGRAM EMERGENCY PENDENT PLUG IN MANUAL LOWERING BOX
WINGS: no RAMP: No Ramp Required
WALL LOADING TOUCH UP PAINT: 1 can(s) EXTRA KEYS: 0
472Ibs(2.1 kN) I
R2BTCACH B LTBFBUILDING: Public Building WALL FASTENERS: none
KET:TWO BOLTS R3LIGHT CURTAIN: no UNDERPAN SENSOR: no
ATPER BRACKET PHONE OR PHONE PLUG: No PhonePlug Ic! UNIT COLOUR: Standard Color-Almond Bige
FLOOR TO FLOOD SWITCH: no FLOOR: Anti-Skid Paint (Grey)
LOAD SUPPORT LOAD REMOTE MACHINE ROOM:Not required FOLD SEAT: no
OF:3200lbs(14.2kN)* LOCATION: INDOOR OFFICE USE ONLYR3 oaBoiuTatxemsn 0.1 �/- 1 5 O 4
'(INCLUDES IMPACT) MILEWIEnSINE: B-$$t{
"`" 3007091 2
"'°'°'t" "�" -spown sinmoLao MO
wNATrbNWIDE LIFTS-N.Y. 06 13-22,
_ P O aT aVsdl MIL
LOADS CALCULATED ON BASED ON ANCHOR POINTS EVERY urgtNA mm/dd/w �( �"a�® A
48' EVERY TOWER SECTION NEEDS TO BE ANCHORED. IF J ATA SHEET AUUKLas: mxam er.
SPACING IS INCREASED, LOADS PER BRACKETS WILL N o - t r—e e -t , C T t y 1—G JCS No. Van Na
INCREASE ACCORDINGLY. ENCLOSED VERTICAL WHEELCHAIR PLATFORM LIFT ,USA 1043998 2 OF 5
NOTES:
A:) DRYWALL OR PARGING (BY OTHERS)AS REQ'D.
36" C914mm]
B:) SEE DATASHEET OF THE INSTALLATION DRAWING FOR
1 ®mo LANDING ENTRANCE SCHEDULE AND RUNNING CLEARANCE.
o I C:) ALL INFORMATION IS SUBJECT TO CHANGE.
VISION PANEL
HALL CALL = !.1 GENERAL INFORMATION:
^ (OPTIONAL) I i E - EACH LANDING ENTRANCE SHALL BE SUPPLIED AS A
£ E FINISHED ASSEMBLY WITH DOOR AND FRAME BLANKED,
£ £ t0 H REINFORCED, DRILLED AND TAPPED FOR ALL COMPONENTS
[fJ 26 1/2" r £ N Z DETAILED, READY FOR INSTALLATION.
CU C679r1ri] £ o ,N,0_ - FRAMES SHALL BE 16 GA.,FULLY WELDED CONSTRUCTION
�� ® CO CU • WITH ALL WELDED JOINTS GROUND TO A SMOOTH, UNIFORM
p CU CU= , FINISH
Cu111 L7
— ,. �- - DOORS SHALL BE 18 GA., 2" THICK, SWINGING, FLUSH,
PROLOCK CO 0 cz STEEL REINFORCED CONSTRUCTION COMPLETE WITH GLASS
co WR500 OPTIONAL 3 LITE(S) AS INDICATED.
co GAL LOCK Iil 176mm] ON II DOORS/FRAMES FABRICATED WITH GALVANNEALED PRODUCT
0 A40 COATED WITH PRIMER PAINT WITH SOME FACTORY
(OPTIONAL) 00 (gill APPLIED TOUCH-UP. REFER TO OUR INSTRUCTIONS IN
- MANUAL 000919 TO PAINT OVER THE PRIMER.
I (J is
- 1.5 HOURS UL/ULC LABELLED ENTRANCES PROVIDED AS
■ .�. 1111111111
INDICATED.I - AUTO DOOR: OPERATOR IS PROVIDED.
[- —44" C1118rim]— I46" III
ROUGHC❑PENING 44" C111S] "
4 [102]
ANCHOR TO WALL I 36" E914] -
FRONT VIEW (WALL NOT SHOWED)
..„. nl DRY WALL QoQ° CONCRETE ALTERNATE MOUNTING • • o • -o • o o• L
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OFFICE USE ONLY. Pot Na
LUFT Punnnu SURFACE J MOMMHHat nur 0.1 V- 1 50 4
STRIKE JAMB)y HINGE JAMB �1°80M ATM &�� °nt N° 30070912
FIRST LEVEL D❑❑R/ C SIDH,I\1A�' NWIDE LIFTS-N.Y. 06 13-22
F REP D DOO S �UR°s NA AN C) Savaria. A
LEFT HAND SWING ICI o _ tree t , C T ty L—G rOS N.. SHEET Na
ENCLOSED VERTICAL WHEELCHAIR PLATFORM UFT ,USA 1043998 3 OF 5
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illama. } , •
oT T .
EL.188"
SP. 184 1/2"
EL178 3/4"
I S.P.46'
EL.155 1/8"
°T SR T 138 1/2"
EL.131 1/8"
S,P.48'
D.T T .
i.I I.I 11! EEL.102 1/8"_c
EL91 3/4" EL94" T
SP. 90 1/2"
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c T o
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MOUNT SPAN 46'
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EL; M❑UNTING BRACKET P❑SITI❑N SP: SERVICE PANEL
OFF/CE USE ONL Y. Pae"a V— 1 5 O 4
afx+n&mi Mai new: 0.1
imummsum B4416 `''''"' 3007091 2
MAIM NWI D E LIFTS-N.Y. Os 13-22 q�1 LOADS CALCULATED ON BASED ON ANCHOR POINTS EVERY 48" E L EUAT G\ VIEWS �D)NA _ d/ry e sa va ria® A
EVERY TOWER SECTION NEEDS TO BE ANCHORED, IF SPACING •
IS INCREASED, LOADS PER BRACKETS WILL INCREASE ACCORDINGLY ENCLOSED VERTICAL WHEELCHAIR PLATFORM LIFE ,USA t r e t C i ty L_G roexa 1043998I 5T OF 5
I . 1
Site Construction Details .
The V1504 needs a wall that supports a minimum of 472 lb(2100 N)of pull out force at each bolt
of the bracket(two bolts per bracket).Note that the brackets come with the proper hardware to
secure them in place(1/2"x 3"lag screws for wood/drywall or 1/2"x 4-1/4"anchor wedge screws
for concrete walls).The floor must be capable of supporting a load of 3200 lb(14.2 kN).See Figure
1.A wall with a combination of two columns of three 2x4's,or a concrete or brick wall is required.
Figure 2 details a sample wooden support wall configuration
Figure 1:Wall/Floor Loading
R2 R1: 260 lb (1157 N) NOTE:For R2,472 lb is at each bolt of the bracket
R2: 472 lb (2100 N) (two bolts per bracket).Note that 472 lb is the Dead
R3: 3200 lb (14234 N) Load plus the Live Load at Allowable Stress Design
R3 levels.The Structural Engineer of Record must calculate
R7 the site-specific Seismic Load and Wind Load.
Figure 2:Sample Wooden Support Wall Configuration
24"(610 mm)C/C2x6
2x4 24"(610 mm)C/C 2x4
ilPil
vi
Finished runway length — �% Finished runway width
(see plan drawings) . .'�"` (see plan drawings)
�+ `-e
•
24in(610mm' - �� f
_-/._ C/C Anchoring �c( Hoistway must be plumb and
� "�` /' 1 f 1 square,and based on dimensions
Leave this section free of 4rdti
''-, { Pr , L.: shown in plan drawings
studs for door installation I: Lighting `�
and adjustments 'I i, /'
11 4 d 1 �./
;,; i i . Studs(2x4)
Disconnect(outside the . "` .- 1,r • '4 f ' x
hoistway,not accessible :- f k‘ —
to general public) , Drywall \
i{ " i . I .1. _ Waterproof pit must be provided
Call/send station . I, _ - - and conform to local requirements.
,I Water drain maybe needed.
+' j Concrete pit floor
' i _ �ca ableofsu supporting
Electrical equipment and wiring I �_ � ,"" �, � l p pp 9
(light,electrical outlet,phone line, 4, ;-f ) .. C: a load of 3200 lb(14234 N)
etc.-refer to power requirements) ' •t I+ ' iir (R3)
. Power j -
I 1. ly �
Emergency manual "
,a3, supp l.ram
lowering device
(outside hoistway pit)
j
Leave a 3 in(76 mm)pit
for platform clearance
Part No.000690,19-m02-2019 V1504 Planning Guide
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