AST-0375-2023 Office Use Only
J ACCESSORY STRUCTURE Permit#:
Town of ry` PERMIT APPLICATION Permit Fee: $ etD
742 Bay Road,Queensbury,NY 12804 Invoice#: b2-b9
P:518-761-8256 www.queensbury.net Flood Zone?N4`-� Reviewed By
Project Location: 7 /�� '' ''� - )):,-•%vim / A_' M�_
Tax Map ID#: 25�� /1 / 3 3 Subdivision Name:
PROJECT INFORMATION: JUN 2 703
TYPE: ❑ Residential ❑ .Commercial, Proposed Use: TO l I JSBURY
BUILDING&CODES
STRUCTURE:
El Boathouse (with or w/o sundeck) El Canopy ❑ Carport El Cell Tower ❑ Deck
❑ Detached Garage (>300 s.f.) El Dock El Gazebo El Pavilion ❑ Pole Barn El Porch El Ramp
El Shed (<300 s.f.) El Solar Panels (w/o rafter upgrades) ❑ 3-Season Porch It Other: D J \AO'
SQUARE FOOTAGE OF STRUCTURE:
1st floor:
2nd floor:
Total square feet:
Brief description of scope of project: />'57 '//4
/vv'M,;s � �-�`�✓� G�'�,�✓t/e't' 7i`�ra/ �' — nC�' ¢ vf!� /4:VAA.
f'/T U -,4:z l-J 7-4 4�C%i 9Gl—�ivT 7 ��i / G=Bti
Accessory Structure Application Revised June 2022
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $ 4 e,
2. Are there any structures not shown on the plot plan? ❑ YES 2 NO Explain:
3. Are there any easements on the property? ❑ YES NO
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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of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 a true 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: /j�"✓��'� � ��:s�
SIGNATURE: a DATE: /�7/Z3
•
•
Accessory Structure Application Revised June 2022
•
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): /er;. '-2
Mailing Address, C/S/Z: /A-J/ J... r.� s ,�a �. �/ 2,`,VOY
Cell Phone: Land Line:
Email: .e.-e i ' a ) 77Ccr�-
• Primary Owner(s):
Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
❑ Check if all work will be performed by property owner only
• Contractor(s): (List all additional contractors on the back of this form)
Contractor Name(s): ri.org% -14`4,e -7-%dev-5 / -7:33/
Contractor Trade: -.771. —/%1, / vim.-f?,%e /.ems; 11
Mailing Address, C/S/Z: per• 4-
Cell Phone: Land Line: 6/G4 frgf-- -7',- yee�.
Email: /dr-)74:L> -.n a—T/-7
6 **Workers' Comp documentation must be submitted with this application**
• Architect(s)/Engineer(s):
Business Name: -C/ ,a 4m-' ;-ties' 5
Contact Name(s):
Mailing Address, C/S/Z: /4 9
Cell Phone: — Land Line: 57 - 744= '3;> '7
Email: Jj4' :& e
Contact Person for any questions regarding this project: /ea-^' ''
Cell Phone: 2�.3--14,--5V. Land Line:
Email: Pflie G 7`? �..7 Jr,
Accessory Structure Application Revised June 2022
289.11-1-33 AST-0375-2023
Mackowiak, Ronald
LANDINGS 9 Glen Hall Rd
SEE DETAIL A BY OTHERS Trolley with 2 platforms
1
rr J1711
ilIl
3'5-1/2"
DEFLECTION SHEAVE— NOTE:Track to be 5'-1°or greater
li
2'2- " I
SEE DETAIL D from property line 1-1/2 X 1-1/2 X 3/16 ANGLE
IRON(ASTM A36)
TOWN OF QUEENSBURY �"0 HEXBOLT
BUILDING DEPARTMENT
Based on our limited examination,compliance E 2"WT40 GALVANIZED PIPE
I with our comments shall not be construed as Drlventosuhablereslstance(Approx 6'-109
•—9'6°—► (Suitable resistance defined by(Afollowing. Selected post
indicating the plans and specifications are o will be tested with 550 drop hammer,dropped from 36"
�, full compliance with the Building Codes of = _ ' height Acceptable value to be3 blows or greater per lnch.)
�`
6' \/ 10' New York State. Method#1 In rock:Drill Into rock then
' `�./. 5'&1/2" - anchor cement'!"all thread,Boit pipe socket
-, / Into place and Insert pipe Inside sot.lut then clamp
---,. S' t-� 6' WEIGHT OF 10'SECTION OF TRACK 130#
4' t' POWERUNIT POST PLAN CAR AND TROLLEY WEIGHT 400I
SCALE 0.042 CAPACITY WEIGHT 860#
1/2"-1' TOTAL WEIGHT 1390►
3' ' a�_ MAX LOAD PER POST 695#
p_. SEE DETAIL C
EE DETAIL B
/ --: r I ii;ri
SEE DETAIL E
GROUND LINE --- '' �, Cr_ l-
2"Wi40 GALVANIZED w m 1u
_ PIPE(SEE POST PLAN) _ N win
U-BOLTS,MADE FROM¢1/2"1541 N LU�U
`> MATERIAL YELLOW ZINC PLATED t� M1 Dilica
4.L"+ A'',L 46. tin t{II CAL a(}
..`..c ' .r%�.�. 1•aaal V
vi
1/2 GR8BOL j- ' TOWN OF QUEENSBURY CO WEDGE SOCKET
BUILDING & COES_ PT, (ATTACHMENT OF CABLE TO TROLLEY) Lgi om e
POST CAN BE LOOTED \
DETAIL B ON EITHER SIDE OF CROSSMEMBER
SOLE 0.083 Reviewed B '��� •
GENERAL NOTES 2 -`�"
RESIDENTIAL INCUNED ELEVATOR Date" 4
CONFORMS TO ASME 17.1-2016 5.4
ANSVASMEA17.5 REVISION 2014/10'01 AND
CAWCSA 844.1 REVISION 2o14A16/01 DETAIL C
ALL POST AND RAIL COMPONANTS TO BE HOT DIPPED GALVANIZED
CARRIAGE AND TROLLEY TO BE POWDERCOATED SCALE 0.083
AU.HARDWARE TO BE GRADE 6 WITH ZINC PLATING 1'-V
CARRIAGE IS RATED FOR 660t CAPACITY,13.73 SQ.FEET POWER UNIT WEIGHT 4000
CABLE SIZE IS 7 X 19,5/16'GAC(9500b RATING) CARRIAGE 6 TROLLEY WEIGHT 400t
CARRIAGE AND TROLLEY WEIGHT-4001
.""„�, ,
ANGLE OF INCLINE-lair
ON SUPPORT 660t � t"�T�t ' '"
STRESS ON CABLE OF 389t(SAFETY FACTOR OF 251) TOTAL LOAD ON POST 1660t •m
OPERATING SPEED IS 70 FPM LOAD ON EACH POWERUNIT POST 415$ CUSTOMER LOCATION 19 Glen Hill Dr,
TYPE B SAFETY,PH EKF-00610 WEIGHT OF 10'SECTION OF TRACK 130111 Ron Maccotvlak Quutmbury,NY 12604
GOVERNOR PNBKF00903.1 CAR AND TROLLEY WEIGHT 400t DATE SHEET SIZE LENGTH This dci tawINIsmayy
DUFFER STROKE-1-12' CAPACITY WEIGHT 560t
MOTOR SIZE IS 3HP,SHEAVE PITCH IS 7.6' TOTAL WEIGHT 1390t M��oon!u�m+Q a '� + ww'�or� 6/08l23 C 70ft ��y"wad ar
CONTROL PANEL UL FILE NO.E473065 MAX LOAD PER POST 695$ .cn a �,;� IZAWN BY PACE SOLE duplice d without
POWER REQUIREMENT-230V,40 AMP SERVICE
wtmtn a,wa'.�'ar 'Tit FA AWN
of 3 ,0.015 romMI�
Hollowbore gearbox Shp motor with SAB brake
747-1.
2"POST Ill__ i!1;1l
13/4"plllowblockbearing(4 wr rvWj�� ' i'
. t4
DETAIL A `
SCALE 0.083 Final stop swkc
1"..1' ennlnal stop sw
Powerunit shown without cover
POWER UNIT WEIGHT 4000 DETAIL D
WEWEIGHT SCALE 0.063
CAPACITTOTAL LOAD ON SUPPORT POST 16600
LOAD ON EACH POYVERUNRPOST 415f II iiIiIF!'
A111111111
ll
-' o I
ipop.
::-1I-.14.."4 7„_',i
I:-i--kft-z-,i,a7,l,.„1l
BUFFER STROKE
I 44/o,,ft/
p17ti.s---.-
//'.v'. 1: 1 i .7,
/A
O -a4
. Terminal stop swke -._
nvi Final stop switch
DETAIL E
SCALE 0.063
E.: IllaIMINOVATO•Cal
aim
CUSTOMER._ LOCATION I eaten Nall Dr.
Ron Maekowiak Queensburx NY 12804
DATE SHEET SIZE LENGTH Timm/um Is weedy
toad or
M Q �.uo wocwnow�e -•. 6/08/23 {+C 70R Onnot a gl01°�
a sf r. YA....p. DRAWN BY 2 of 3 GE 0.125E wrmaul
•
l
Fr
I
-
SCALE 0.050
4'11" . 5"-7
LANDING SID
EMERGENCY STOP BUTTON 4'3-5/8" 4'7" RRIAGE
(RED IN COLOR) 3'9 5/8" 1'13/16"
KEYED UP/DOWN SWRC A 5.5+�-�^A "1 ' OO 2'8"
1 DOOR OPENING I ;� IERHH
L_
IiMII
FM
�HiIllI
a:
3'iIIIPT
• 117
I 3'114/2" au as
Ate—1— �A SAFELY SWITCH "-`4"—
I_ — —
SECTION A-A \1 SECTION A-A 1 ('
Carriage Detail Carriage/Gate Detail
SCALE 0.083
1"01'
1.91.4110 to
CUSTOMER LOCATION I s Glen Han ix
Ron Mackowiak Quburv,NY 12804
DATE SHEET SIZE LENGTH Thu drawing Ispopaty
* v .ao "'QK 'AH r•""p1ior� 6/08/23 C 70R a/M��Innovations inc
� o.� RAWN BY PAGE SCALE dupe wuhout.
bwt 3of3 '0.062 _
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Classic Bank Hoist Ultra Bank Hoist
• 860-pound capacity ° 860-pound capacity
• For hilts up to 130'(5/16"cable)or 160'(1/4" • For hills over 130'long -
cable)tong • Efficient traction.drive system -
° Efficient drum drive system ,0 Spacious 46"x 59"carriage
• Spacious 46"x 59"carriage • Multiple door options _
• Multiple door options • Marine Innovations'proprietary,engineered pin
• 'Marine Innovations'proprietary,engineered pin pile anchoring system
pile anchoring system •- Proprietary 11 gauge,2"x 3';galvanized steel track
• Proprietary 11 gauge,2"x 3`,galvanized steel track ° Safety of ASME A17.1,section 5.4 compliance
o Safety of ASME A17.1,section 5.4 compliance ° Smooth power of a 3 or 5 N.P.,soft-start,three-
- Smooth power of a 3 or 5 H.P.,soft-start,three- phase electric drive motor
phase electric drive motor 0 Industry-leading warranty:15.years on structural
4.
O Industry-leading warranty:15 years on structural components,3 years on non-structural components
components,3 years on non-structural components (ie:gearbox,motor,brakes,etc.),1 year on drive Ft
(le:gearbox,motor,brakes,etc.),1 year on drive a- brake cable and all electrical parts and components
brake cable and all electrical parts and components ° Efficient in-house engineering,design and
o Efficient in-house engineering,design and manufacturing
manufacturing a Customizable with options to suit your needs
• Customizable with options to suit your needs
- -; - - ,,, ftv, Hu,. , f.- 7 4...,,.
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M - is to. suit t e
,,.. : d an easy way to access our dock:-.The r .: ras.unusable,200'down a bank at a
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r.<.., ; let;
4`' r` all` s`purchase and installation of our Marine o-de tee angle. The Marine Innovations tram is
4rnovaons lit made it reality.Mike made the *^4 lifesdyer.Easy and functional, it makes travel
planning process easy.The installation crew was to the iifater,and the best part,backup to our
professional and efficient The workmanship is house,a breeze.Nick was professional,delivering . "
excellent Now our lake is only a short,smooth everything he promised on time.(give them my
ride away." il highest recommendation." f
Bruce Giilies,Lake Atmanor,CA j 1K3.d M,Knoxville,TN E
'jz alt to i® o4 set up free: site evatuatio
n fi'.'1,�y t �f` '� � �rygyy� „ 2,x S { s
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. ,Y, I NITT ® VATI0NS, iNC ";'.
Fotto use FRB E _--;,:,
.., __..ti State-of-the-Art indi eEl ators
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w s _ A P.O.Box-446,Frazee,MN 56544.y_.,,:
info@marineinnovations:com -:;�-t
www.marineinnovationS000m 218.334.4666•Toll-Free 888.334•4666°Fax 218334:4670'" '.
=NA,
V, A_T 1, O, N;. S 1: N; G•
-State-of-the-Art Incline Elevators
May 15,2024
To Whom It May Concern:
Marine Innovations, Inc.installed an inclined elevator at the address 9 Glen Hall Dr.,Queensbury,NY 12804.The
inclined elevator complies with ASME 17.1 section 5.4.The homeowner was responsible for completion of landing
construction and landing gate installation.
The inclined elevator installation was completed by Marine Innovations trained installers per Marine Innovations
installation guidelines.A copy of the engineering shop drawings is attached.
If you have any questions feel free to call me.
Sincerely,
Nick Botzet
Marine Innovations
P.O. Box 446• Frazee,MN 56544
218-344-4666•Toll Free 1-888-334-4666• Fax 218-334-4670
www.marineinnovations.com
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering PLLC Phone:(518)745-0307
Fax:(518)745-0308
July 19, 2024
Town of Queensbury Building Department
Mr. Charlie Dyer
742 Bay Road
Queensbury, NY 12804
Re: Ronald & Cynthia Mackowiak— Incline Elevator Installation
9 Glen Hall Drive, Tax Map ID: 289.11-1-33
Dear Mr. Dyer:
For the referenced parcel, this office prepared a site plan dated June 13, 2023, last revised
July 5, 2023 for an incline elevator installation and associated platforms and stairs.
Today I inspected the site and the incline elevator and platforms appear to be installed in
general conformance with the approved design plans. It is my understanding that the
applicant has provided or will provide the manufacturer's certification and any other required
inspections/certifications.
Please contact me if you have any questions or if you require additional information, thank
you for your assistance with the project.
Best Regards,
ECE, I1VEnn
Lucas W. Dobie; P.E. '`
JUL 22 1024 g,
Partner—Design Engineer
TOWN OF QUEENSBURY
BUILDING&CODES
I.
289,11-1-35
Lands N/1= Of
Glen ff Sharon St_-phen5on
DSF
Z89;11-1-34
PROP. INCLINE Lands N/f Of
.- _ ' ELEVATORTRACK,
r ` Cleared MAINTAIN 5' P.L. s►B, y}uqu5t � Louise MekaSty -
Parking DESIGN BY oTHERS �{�ZZ/Z03
Area
PROP. INCLINE �y
,:....
e ELEVATOR CAR
gt°N Y. _ PROP. P. PLATFORM, 41 CIRF
W d Frame t — 60 SFi, DESIGN BY OTHERS �►" 49 a E 119.a
pO Came Shed S6L}° 26 -
J I
PROP. P T. PLATFORM, ° /z '" .• :. ❑ warm Gen. ' � 001
64 SFt TOTAL, _
ro DESIGN BY OTHERS _ .' / / -_� d (0
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Donald F Cynthia Mockowlak r' '
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r 6„W
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206
AREA
\.'
\
35, 456.21 sq. ft.
0.81 acres
SITE PLAN
`�
\
SC ILE: 1 "=20'
GRAPHIC SCALE
20 0 10 20 40
80
\
C .
A
( IN FEET)
\
\
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..
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PLATFORM
EL. 436.5
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°
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/
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Surface
/
_...._.._. _..._..._ _..._.... .... _....._......._...:._......
435
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of
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,
Lands N/F Of
/
Johnson
Cp®ri A®M C®Uf N®n M O+�
N off 14
aoCD MOf'y
M CO M
I
M
M
INCLINE ELEVATOR
PROFILE
SCALE: 1 `--5
420
415
n
CIRF
NAIL FOUND
MAP REFERENCE:
BASE SURVEY INFORMATION TAKEN FROM:
"MAP OF A SURVEY MADE FOR:
RONALD B. MACKIOWIAK &
CYNTHIA F. MACKOWIAK... "
Dig FUMY.
New ®York
ED Call Before You Dig
13 Wait The Required Time
® Confirm Utility Response
® Respect The Marks
E3 Dig With Care
800.962.7962
www.digoafelynewyork.com
E
DATED SEPTEMBER 29, 2009,
LAST REVISED: MAY 3, 2023, PREPAREC BY '
��,
� ar, DuS en k ,�® � �`�'
Steves
Lana Surveyors T
ALTERATION OF THIS DOCUMN
169 Ravnaad Road ",,,bury, New York9 EXCEPT BY A LICENS''ED
(518) 792-5474 New York Lta. xo.k 50 35 VIOLATION SENGINEER OF NYSEDUCATION LAW.
_p E0VIE
JUL G 5 2023
TOM, OF OUEENSBURY
BUILDlNQ3 & CODES
TAX MAP # 289.11-1-33
1
RE -ISSUED FOR BUILDING PERMIT
71512023
0
ISSUED FOR BUILDING PERMIT
612012023
No.
Revisions
Date
SITE PLAN
INCLINE ELEVATOR INSTALLATION
prepared for
Ronald B. & Cynthia F. Mackowiak
9 Glen Hall Road - Glen Lake
Town of Queensbury, Warren County, New York
Drawn: HKB Checked: LWD Scale: 1"=20'
Date: 6/13/2023
169 Haviland Road
Queensbury, NY 12804
29762B-01-S2
(518) 745-0307 Phone
Hutchins Engineering (518) 745-0308 Fax