2002-1021 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761.8256
E ATE, OCCUPANCY
. RT�IFIC :aF,:
4
"Permit Number: : ;P20021021 Date Issued: Monday,July'07 2003
�. .. s aw> T is sWto.certify that'work requeste&to<be:done as shown by PermitNumber : :: �
P20021021� �.
. has been completed, ;
Tax Map Number: 523400-296�013-0001-024-000-0000
Location: 1025 STATEROUTE 9'A-2000
Owciex; WILLIAM T.CRIST
Applicant:-- KEITH GRIST
:. _..:. This structure may be occupied as a:
By Order of Town Board
CommerciallIndustrial'Unheated TOWN OF QUEENSBURX
Bony #2
Director of Building&"Code Enforcement
TOWN OF QUEENSBURY
- 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit`Number: P20021021 Application Number: A20021021
Tax Map No: 523400-296-013-0001-024-000-0000
Permission is hereby granted to: KEPI H CRIST
For property located at: 1025 STATE ROUTE 9 A-2000
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. a of Construction Val
Owner Address: WILLIAM T. CRIST
' 34 BONNER Dr Commercial 1 Industrial IJnheat - 50,400:00 .
QUEENSBURY,NY 12804 Total Value 50,400.00
Contractor or Builder's Name f Address Electrical Inspection Agency
KEITH CRIST
1025 ROUTE 9
QUEENSBURY.NY 12804
Plans&Specifications
2062-1021
Construction of a 4,200 sq ft-commercial storage bldg per plot plan and specifications. _
$210.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,December 23,2003
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at thVr0WNfjQuesbu _ nday,December 23,2002
SIGNED BY for the Town of Queensbury.
Co e Enforcement
Director of Building&
Building Fermit Application, _ .•. �.<� «g
Town of,Queensbury Dept of Community Development,742 Bay Road,Queensbury,.NY
(518)76.1-8256
A permit must be obtained-before beginning construction. Permit File No,
No inspection will be made until applicant has received a Fee Paid $ ;,
valid building permit. All applicants'spaces on this Rec.Fee Paid $ ``:$
application must be completed and must appear on the Reviewed By
application form.
Applicant: A-_c i-tA C,_iJ 4 Owner: L✓i I l
Address: to ar' oef-7 Address: ZYaa
( ue�ulbvr., Nl l2yo! 2-�1e�c- sv.G Z-7cIC
Phone#(,L�L) 7 - $8 7 z Phone#(t r i)2-i 3 - c a Sa
Property Location.. Lot Number: . / House.Number / " /G t..s- Af 7
Subdivision Name:.i-Za ao ,Se i-,a Tax Map;Number: -7 3
;1:4,, New Building: residence / ommerci Estimated Market Value of Construction:$
❑ Addition: residence/ commercial If an Addition,what will use of new addition be?.
❑ Alteration: residence/ commercial
❑ No change to exterior size: residence/com'I
❑ Other work(describe )
Check Occupancylnformation 18 Floor 2° Floor Other floor Total
Below sq.ft. - sq.ft- sq,fL Square Feet
❑ Single family dwelling
❑ Two famil dwellin
❑ Townhouse
❑ Multifamily dwelling
#of units
❑ Office
❑ Mercantile -
❑ Manufacturin
❑ 1 car detached garage
❑. 2 car detached garage
❑ -. .3,car detached garage
❑ 1 car attached garage
❑ 2-car attached garage
❑ 3 car attached garage
,;X- :Storage building-
commercial
❑ Storage building-
residential
❑ Other
What is the proposed height of the structure g feet c/ inches
Will any second-hand.or ungraded lumber be used? If so;for what?
Type of Heating System: electric/ oil t gas/wood /forced hot air J baseboard!other: Iry ON e
Number of Fireplaces to be installed Q' Number of Woodstoves to be installed G
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Number
Builder'-
Plumber
Masan !�
tc / !
Electrician
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this application,together with the plans and specifications
submitted,are a true and complete statement of all proposed work to be done on the described premises and that all
provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied
with,whether specified or noted,and that such work is authorized by the owner: Further,it is understood that Uwe shall
submit,prior to a Certificate of Occupancy or Certificate,of Compliance being issued,as requested by the Zoning
Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual
location of all new construction.
Signature: ? - owner,owner's agent,architect,contractor
,
'Wit
Commercial Finalrispectlon Re ort - �
Office No.: (518)761-8256 Date Insp coon request received:
Queensbury Building&Code Enforcement Arrive:. am/pm Depa : am/pm
742 Bay Road,Queensbury,NY 12804 Inspecto Initi r's als:
NAME: NU PERMIT M
LOCATION: f) 5 DATE: ,
s ( _ COMMENTS:
Y N NA ,��
Chimney I"B"Ven /Direct Vent Location �J-� "�` c�c"_ i`
PlumbingVent Through Roof 6"/Roof Complete
Exterior Finish Grade Complete 6"in 10' or Equivalent
Interior/Exterior Guardrails 42 in.Platform/Decks -
Interior/Exterior Ballisters 4 in. Spacing Platform/Decks
Stair Handrail 34 in.—38 in./Ste Risers 7"/Treads 11"
Vestibules For Exit doors>3000 s . ft.
All Doors 36 in.w/Lever Handles/Panic Hardware,if required
Exits At Grade Or Platform 36(w)x 44"(1)/Can6 or Equiv. ( /l�
Gas Valve Shut-off Exposed&Regulator(18")Above Grade /� (P
Floor Bathroom Watertight/Other Floors Oka
Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum
Boiler/Furnace Enclosure I hr. or Fire Extinguishing System
Fresh Air Supply for Occupancy/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft.or Within Line Of Site
Oil Furnace Shut Off at Entrance to Furnace Area
StockroomlStorage/Receiving/Shipping Room(2 hr.), 1 %z doors
> 10%> 1000 s . ft.
3/4 Hour Corridor Doors &Closers _
Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire
Dampers/Fire Doors'
Ceiling Fire Stopping, 3,000 s . ft.Wood Frame
Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24"
Smoke Vents Or Fan, if required
Elevator Operation and Si a e/Shaft Sealed
Handicapped Bathroom Grab Bars/Sinks/Toilets
Handicapped Bath/Parking Lot Si na e \
Public Toilet Room Handicapped Accessible
Handicapped Service Counters, 34 in., Checkout 36"
Handicapped Ramp/Handrails Continuous/12 in.Beyond
Active Listening System and Signage Assembly Space ,
Final Electrical deo�
Site Plan/Variance required
Final Survey,New Structure/Flood Plain certification,if reg.
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Drivewa "
Water Fountain or Cooler
Building Acces de 'veable Surface 2Q' wide
Okay To Issu or ermanent C/
Okay To Issue C/
Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc
Foundation Inspection Report
Office No. (5IS)761-8256 Date Inspection r ceiv
Queensbury Building&Cade Enforcement Arrive: �= i epart: e a
742 Bay Rd., Queensbury,NY 12804 Inspector's Ini
NAME: ,` k�) RMIT#:
,-- /' '�
LOCATION: S rc INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings r, 1
Piers ` r
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement -�
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain.Daylight or Sump
Footing Drain Stone:
- 12 inch width
.26 inches above footing
6 mil poly for wet areas under slab
Bacicfll Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Glade 6 inch drop within 10 ft.
L:\,SueHemingway\Bui]ding.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
N701, 00 u
E
73, 641
5/5' CIRI=
�'V * '--�� WILLIAM T. CRIST
X ®. . TO
111. M7TT1 Tt1TT . TA
I
X
X
X
M
104.49'
X
X
LANDS N/F OF
ANTHONY J. & MARY SUE FERRARO
712/324
PARCEL
122,722.
2.82
LANDS
RONALD N. & J
1151
THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY
OF A RE50LUTION ADOPTED 10/22/02 BY THE PLANNING
BOARD OF THE TOWN OF QUEENSBURY. NEW YORK WITH
THE FOLLOWING CONDITIONS*
1. SHOW A CUT THROUGH OR AOCE55 TO THE ABUDTTING
PROPERTY TO THE SOUTH IN ACCORDANCE WITH
SECTION 17q-1q-010.
ZONING ADMINI5TRATOR
DATE
SITE
TAX MAP PARGEL - Z%.13-1-24
LEGEND:
ZONING, HIGHWAY COMMERCIAL —
INTEN5IVE — 1 AGRE
MAP REFERENCES:
5ITE AREA, 2.82 ACRES (122.722 sf)
BUILDING SETBACKS
O IPF
= RON PIPE FOUND
MAP OF LANDS OF
REQUIRED
PROVIDED
O IRF
= IRON ROD FOUND
NORTHWAY SPORTS, INC.
DEED REFERENCE:
OWNER / APPLICANT
SITE UTILIZATION
FRONT,
50'
118.g8' - existing
O CIRF
= CAPPED IEON ROD FOUND
DATED: AUGUST 21, 1959
BUILDING AREA, 24,000
sf = iq.GZ
SIDE CSOUTH)=
20' min.
— 50' sum 24.411' exist. — 35' new
c.,
= UTILITY POLE
LAST REVISED: OCTOBER 7, 1980
FIRST AMERICAN BANK
WILLIAM T. CRIST / KEITH W. CRIST
PAVEMENTS Cinc. gravel), 56.288
sf 45.9%
SIDE (NORTM),
20' min.
— 50' sum 30.9q' exist. — 30.53 new
x
= WIRE FENCE LINE
BY: GLENN B. COULTER
OF NEW YORK
1025 ROUTE 9
PERMEABLE AREA, 42.434
sf 34.5Z C30Z MIN. REQUIRED-
REAR,
25'
104.4q — new
= EDGE OF WOODS
MAP OF LANDS OF
TO
T. CRIST
QUEENSBURY, NY 12804
518-793-8872
REQUIRED PARt9NG& - NEW SELF
STORAGE USE ONLY
GB O
= CATCH BASIN
BRUCE BUICK, INC.
WILLIAM
DATED: AUGUST 19, 1982
1 PER 5 STORAGE UNITS = 28
KIN
PROPOSED PARKING - NEW SELF
STORAGE USE ONLYo
""
= WATER VALVE
DATED: DECEMBER 31, 1974
BOOK 648 PAGE 262
31 SPACES
BY: P. RAYMOND KEYS
ON _ PLAN
SCALE 1" = 1,600' +/—
=198.2P
fi
4
z
j o�
�
4-3
W
W
d
�
Z
QL
I�4 °
Q
o �
�
" �
C\2�
o
�n
CB
TP=157
Ca
TP=197.99
-WV
w
NORTH
SCALE 1" - 20'
Data SgAembor 4 2002
Revieione
t 10/21/02 - ENQ FiEVEW
2. 10/25/02 - COMM1016
DATUM: CONTOURNTERVAL = I FOOT 47348-1
SHWr 1 OF 3
SURVEY DWG_ NO. 02259
LEGEND:
• IPF
= RON PIPE FOUND
• IRF
= IRON ROD FOUND
0 CIRF
= CAPPED IEON ROD FOUND
ca,
= UTILITY POLE
X —
= WIRE FENCE LINE
= EDGE OF WOODS
CB 0
= CATCH BASIN
wv
x
= WATER VALVE
scale I
�4
Tf- 198.2 P
D-
cQ
4k03 -N
N
Q
<
E-4
<
CS
Lu
z
Ck
o L
o �
o�
z
CL
CL
to
C5
Tr- 19'
Tf- 197.
-wv
Ni
9
NORTH
SCALE 1" - 20'
I Data September A 2002 1
t I V/2/02 - Ba REVEW
DATUM: ASSUMED 47348-2
CONTOUR INTERVAL = 1 FOOT
S*Er 2 OF 3
SURVEY DWG. NO. 02259
73-1-11.1/296.13-1- 24
PI r ^l
3/4" 5ETBA
VERSA -TUFF PIN
2 PER UNIT
GRADE DITCHLINE TO
DRAIN TOWARD ENDS
OF WALL
ADHERE CAP UNIT
TO TOP UNIT
W/VERSA-LOK
CONCRETE ADHESIVE
PINNING DETAIL
MANE VIOUS FILL
REINFORCEMENT
TENSAR BX 1200
DRAINAGE FILL
12' THICK MIN.
4.5' MN. TYPICAL
' VERSA-LOK OR EQUAL'
MODULAR CONCRETE
FACING UNITS
DRAIN TILE 4' DIA.
OUTLET • END OF WALL
OR • 40' CENTERS MIN.
SLOPE TO DRAIN C1/B'/FT.)
W/FILTER FABRIC
LEVELING PAD G' MIN.
SANDS/GRAVEL.
RETAINING WALL NOTES
1. STRIP ALL VEGETATION AND ORGANIC SOIL FROM THE WALL AND GRID ALIGNMENT.
2. BENCH CUT ALL EXCAVATED SLOPE$.
3. DO NOT OVER EXCAVATE UNLE55 DIRECTED BY SITE 501L ENGINEER TO REMOVE
UNSUITABLE SOIL.
4. SITE $OIL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT
PER THE DESIGN 5TANDARD5 AND PARAMETERS.
5. BASE SHALL CONSIST OF COMPACTED SANDS AND GRAVEL. MINIMUM G' THICK
G. CONTRACTOR MAY OPT FOR A CONCRETE FOOTING. CONCRETE FOOTING SHALL
BE UNREINFORCED. DEPTH OF CONCRETE CAPPROXAMATELY 1' TO 2') AND COMPACTED
501L BASE SHALL NOT BE LE55 THAN 6' THICK.
APPROX.
7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 12' FOR
EXCAVATION
WALL HEIGHTS FROM 4 FT. AND UP. G' BELOW 4 FT. UNLESS SHOWN DIFFERENTLY.
8. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION
INSTRUCTIONS AND WRITTEN SPECIFICATIONS.
9. DRAINAGE FILL 12' THICK SHALL BE INSTALLED BEHIND THE WALL TO
WITHIN 18' OF THE TOP OF THE WALL.
10. WHERE DRAIN TILE 15 USED PROVIDE OUTLETS • MIN. 40 FT CO.
11. BACKFI.L AND COMPACT IN FRONT OF THE WALL A5 WALL 15 INSTALLED.
12. COMPACTION TESTS SHALL BE TAKEN AS THE WALL 15 INSTALLED. THE
MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE 501L5 ENGINEER.
13. COMPACTION SHALL BE TO 95Z OF MAXIMUM STANDARD PROCTOR DENSITY.
14. GEOGRID SHALL BE THE TYPE AND LENGTH AS SHOWN. PULL GEOGRID
TIGHT PRIOR TO BACKFILLING.
15. PROVIDE LATERAL DRAINAGE 5WALE5, TO DIRECT FLOWS AROUND THE
REINFORCED BACKFILL.
EN05 OF THE WALL.
1G. ESTABLISH TURF AS SOON AS THE WALL 15 COMPLETED.
STRUCTURAL 95Z STANDARD
PROCTOR DENSITY
17. FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD.
IF CONDITIONS ARE DIFFERENT THAN TH05E STATED IN THESE DRAWINGS
AND SPECIFICATIONS . THE CONTRACTOR MUST CONTACT THE ENGINEER
PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL.
TYPICAL 5EGTION-REINFORCED-RETAINING WALL
MODULAR CONCRETE UNIT RETAINING WALL
-MAXIMUM HEIGHT ABOVE EXISTING GRADE G'-6' EXPOSED
RUBBER HOSE FRICTION GUARD
GUY WIRE
3" dia. CEDAR STAKES
8 ft LONG
3" SHREDDED BARK MULCH
3" HIGH SAUCER
AMENDED PLANTING SOIL
NOTE=
ALL TREES 3" CALIPER AND
LESS SMALL BE STAKED AS
SHOWN USING THREE STAKES
TREE PLANTING + 5TAKING DETAIL
NOT TO SCALE
TOPSOIL AND SEED
DISTURBED AREAS
EXCAVATE TRAIL INTO
COMPACTED SUBGRADE MATERIAL
- r . r rvar��nruaur��•� - �� � ••�•�
1 • •
3" SHREDDED BARK MULCH
3" HIGH SAUCER
AMENDED PLANTING SOIL
EVERGREEN PLANTING DETAIL
NOT TO SCALE
G" CRUSHED STONE
GRADED #1A TO #Z. NO FINES
MECHANICALLY COMPACTED
NOT TO SCALE
SLOPE
RISER AS REQUIRED --
HEAVY DUTY FRAME + GRATE
CAMPBELL FOUNDRY #IIBGD OR EQUAL
WRAP GRATE WITH FILTER FABRIC
UNTIL LAWN AREAS ARE ESTABU5HED
INSTALL MAY BALE DAM AROUND THE
CATCH BASIN GRATE UNTL
LAWN AREAS ARE ESTABLISHED
r—SLOPE FAMISHED GRADE
III
bl�
6•po
PRECASTCONICRETE
DRYWELL
.
r IA
�• •Sim
7,.
.•
• , •
�• .�.
;il•,,
21
EROSION + SEDIMENT CONTROL NOTES
Rca
MAXIMUM HIGH GROUND WATER
BELOW BOTTOM OF E
DRYWELL
NOT TO W"
L BEFORE ANY CLEARNG OR GAMING OF THE SITE IS N=T®. AND DIIRING
CARTII PMA5C5. 5CDMff TRAPS SMALL OE CONSTRUCTED N ALL STORM
SWALE5 AND DITCHES AND AS INDICATED ON THE PLAN.
2. SEDIMENT TRAPS SHALL CONSIST OF HAY DALES PLACED TO FORM A
PERVIOUS BARM N THE SWALE OR WC".
3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DItlVEN THROUGH EACM BALE
TO ANCHOR IT N PLACE. CONVENTIONAL SNOW FENCING MAY BE USED N LIEU
OF STAKES TO STAMM DALE TYPE 5EDIENT TRAPS.
4. AFTER EVERY STORM EACH SEDIMENT TRAP SMALL BE INSPECTED FOR FAILURES OR
CLOGGING. AND ANY FAILURE OR CLOGGING $HALL BE It'Emimy CORRECTED.
S. ALL BARE CAM ALAS SHALL BE SEEDED AND MA,.CMED AS SOON AS IS
POSSEI.E TO PREVENT EROSWN. AND EVERY DARE EARTTI AREA SHALL N
SEEDED AND MA.GIED BY OGTOBER Lt. tEMPORARY RAM GROWRN COVER
CROPSS. SUCH AS ANNUAL RYEGRASS MAY W USED FOR TEMPORARY SURFACE
STANZATIM
6. SMALL I%NCMfb AND TEMPORARY INTERCEPTOR ORGIES, NCORPORATNG 5EIM ENT
TRAPS. SMALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRPPED OF COVER
GRASSES, OR WHERE FILL ALAS ARE EXTENSIVE.
7. NEW 5WALES AND LKNED DRCMCS SMALL INCORPORATE MATTING OR NETTING
OVER SEED AND MJLCM WHEN THE INVERT SLOPE EXCEEDS 2x. ALL 5WALES AND
UNLINED DITCHES SHALL BE SEEDED WRIT REED -CANARY GRASS FOR FOUR(4)
FEET W ER 59X OF THE SWALE OR DRCM COMAI E. AT A RATE OF 25
POUNDS Per ACRE AFTER LIME. ALL SEEDED ALAS SMALL BE MUIXMED WRM
STRAW IMMEDIATELY.
& THE CONTRACTOR SMALL COMPLY VAT" THE NEW YORK GJDELIES FOR URBAN
EROSION AND SEDIENT CONTROL AS PIMSMED BY THE EMPIRE STATE GIAPTER OF
THE SOL AND WATER CONSERVATION SOCIETY.
j�10'-0' QC. MAX.
rq:•rat w0rr::: ►-' .1
:r:::::•i::::rii::i :::::r•rr • • n •r•:iirrr:::PrIs rrr r
■r rq r■
'rrrrr•rrrur•rrr
I
•
•
36' FENCE POST. 10' oc MAX
DRIVEN 16• MN INTO GROUND
SILT STOP FABRIC
EMBED 6' MIN IN BROUND
UNDISTURBED GROUND
SEDIMENT CONTROL FENCE
NOT TO SCALE
U
a
w
Q
NORTH
SCAM as noted
Dab: September A 2002
ROvieiot>te
t 1 100/02 - Ba REVE'W
47348 - 3
SHEET 3 OF 3
SURVEY DWG. NO. 02259