2000-038 y'
ulc.-rtl i. cate
f f
Town of Queensbury
Warren County, New York
}yid May 31 2000
/r
GV�R/i4m3t7
This is to certify tbtit work regiested to be done as shown by Pemr t No.
has been completed,
COMMERCIAL ALTERATIONS (DAYCARE CENTER)
This stracture may be occupied as a
AVIATION RD m
Location .
Owner WORLD CLASS KIDS DAYCARE CENT
TAX MAP NO. 91 m -l- m 3 By Order Town Board
T- F QU
r
Director of Building& Code Enforcement
BUILDING PERMIT
Town of Queensbury, 742 Bay Road, Queensbury,NY 12804
County of Warren (518) 761-8256
VALUE $ 65000 Building Permit No. 000038
TAX MAP NO. 91 . -1-2 . 3
Permission is hereby granted to WORLD CLASS KIDS DAYCARE CFIJTR
Owner of property located at AVIATION E D.
in the Town of Queensbury,to construct or place a o ONg jDI&YWA�E CENTER)
at the above location in accordance to application together with plot plans and cr ormatiol ere o an
approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance.
Owner's Address:
AVIATION ROAD
QUEENSBURY, NY 12804
Contractor or Builder's Name:
BREDA, MICHAEL
Contractor or Builder's Address`
Electrical Inspection Agency:
COMMONWEALTH ELECTRICAL AGENCY
PO BOX 706
HAGUE, NY 12836
Type of Construction:
COMMERCIAL ALTERATIONS
Plans and Specifications:
4560 SQ FT COMMERCIAL INTERIOR ALTERATIONS AS PER PLOT PLAN
SPECIFICATIONS
Proposed Use:
COMMERCIAL ALTERATIONS (DAYCARE CENTER)
$ 2 PkRNflT FEE PAID-'.THIS PER.N HT EXPIRES February 25 2002
(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 the Town of Queensbury this 2 SDay of
SIGNED BY for the Town of Queensbury
Code Enforcement Officer
LIuildtng P,e!rmit AppUcation
T?wn of QueellsbUry - Dept. of Connnrtnity Developitteiu, 742 l3ay Road, Queensbury, NJ, 12804 1761-8256J
NOTICE BUILDING & - CODE,, EUN. OR RAIENT
Requirements prior to issuance
A permit misfit bo obtained Ucforc of this permit: � � FC7ru,-,,,=
MIT FILE NO.
I)ogincxitxg conrilruetion. Into inrilmcflotis ��C{7 �
Will lxs.nuulc until xtpplicant Tuts received [� 7..oning Board Action � t! '1•Yi%s PAID$
a'VAI,,ID BUILDING I'I;RMIT. All Acre /Use FEB
applicants" spaces on tliis application ® IZEATION I GE PAID$
MUST be completed and.the signatures Tom,�„ ,
of the applicant must appear aax the Q �'lanrtlrtg l3autd AC on. t»:.Ct`pIHWE.D DY.-Subdivision /Othorfll b}Npliciitimi form. z�,.„,. m ji nirf/rlin�Iraslrtc rnr
Recreation Cee Payment -
Applicant: ���i�- q� Q tf .,✓se� Alec Fl Owner: _ ttsr tom' tScrl.c/t3 �2 .41f�
' Address: Iq Address
I bane ir#. _� ? I'llouc # ( ) _
Property Localian:_�11t,P�•rLt:�,�! �'�t-R2�J .. ... .. ----- ----- ------- /
_�Subdivisioli Name: lax Mslp Nutixbcr
,�- Section Block T.ot
NATURE OF PROPOSED WORK: MA ESTIMAT • MA IC•IU" VI1LU OF I .
New Building: CONSTR '"U
residence. / commercial $—�/-�
Addition to Building:
residence / commercial OCCUP CY INFORMATION:
Alteration to Bu1°1d_Lng4______ Primary
residence commercial Single family Dwelling
Residence / Commercial Two FamilyDwellt nR r—
no change to exterior size " ri''gl� "g Family Dwelling
Office , FEB 0 9 2000
Other Work (describe below) Mercantile
Manufacturin gT1,r0q
bF�'"vt fir'
Other DA-ti Cr9r •"` OC&tj.+."7 O►�GROSS AREA OF-_PROP,OSED. STRUCTURE:
f - -
1st Floor. . . . . . . . ` v 60 sq. ft. If ADDITION;, what will use
2nd ,Floor..•. . . . . . sq. ft.
of new, addition be? :
Other Floors . . . sq. ft.
(not unfinished cellar or basement) ACCESSORY BUILDINGS:
Detached Garage 1, 2 car
TOTAL FLOOR AREA: p SQ. FT. Attached Garage 1, .2 car
Private Storage Building
SIZE OF NEW STRUCTURE: Commercial Storage Building
FEET X FEET other
Foundation Type: Will any second-hand or ungraded
Number of Stories : lumber be used? if so, for what-?
(habitable space. only)
IleigtiL (grade to ridge) : feet TYPE Or HEATING SYSTEM:
Number of fireplaces and/or •woo stove (circle' all which applies)
to be installed: Electric / Oil / Gas / Wood
Forced Hot Air '/ Baseboard / Other
Person resp�oynsible for supervision of work as to building
codes is: �1 JCJi '2 LICC-06 /-� Vr�.�a�+s7� cam,- '7al 2 6-7
Name Addresss Phone
Builder:
Plumber: C4A _s
Mason: .I1e�
Electrician:- X�Aoli_ t?iCou'actZG — f�f3f �N'7. t✓ e�zr
DECLARAHOM Please sigh belaiv af?er yotr Ilnve carefully.read the stafenteht.
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 dcscribcd premises and th;tt all provisions of the Building Code, the Zoning Ordinance and all
other laws pertaining to the proposed work sliall be complied with, whether specified or noted, and
that such work is authorized by the owner. Further, it is undcrstocxl that I/we shall submit prior to a
Certificate of Occupancy'or Certificate of Compliance bcirig issued, an AS BUILT PLOT PLAN by
a licensed surveyor; drawn to scale, showing actual location of project on premises.
Signature: ���
(owner, owner's agent, architect, contractor)
Application for Permit—Septic Disposal System
Ybwn of Queensbwy 74213(7 y I?oad Queellsburv, NY 12804 (518) 761-8256
1. OWNER INFORMATION:
Office Use
Location of installation: Evergreen Plaza, Avlatlon Rd
Tax Map No. 9 1 /-1 / 2.3 File Permit No.
Owner's Name: Don Sokol Fee Paid
....................................................... .............
Address:- 340 Avlatlon Road
2. INSTALLER'S NAME Breda Construction &.Masonary PHONE NO. 792-6784
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(v)and,inultiply It of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Computation = Total Daily Flow 800 gal.
1980 or older x 150 gal/brinn =
1980- 1991 x 130 gal/bdrin =
1991 -present x 110 gal/bdrin =
-Garbage Grinder Installed yes no
Spa or Whirlpool Installed yes no
4. PARCEL INFORMATION: (circle applicable information &indicate measurements)
Tr
I I it NaNaturp or ia I Doingstic Water StIppi
I+Ya ern at IV17"71 depth at sphal depth
Rolling loam feet feet well
Steep slope clay See Plan if well; water supply
—%slope other from any septic-system
depth: absotywion is
other
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: ininute per inch See Plan
5. PROPOSED SYSTEM: For-New Construction: All individual sewage dispbsal systems must be designed by a licensed
professional engineer or architect(unless installed irta Planning 13oardapproved subdivision). Add 250 gallons to the size
of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub.
Septic Tank: 1500 gallon(Tin. size ],000 gal.)
2 Beds 56-.587
Tile Field: each trench I � X 10 each bed
JI. Total System Length: —fl.
Seepage Pit(s): number of__ N/A size ofeach: ft. by ft.
Size of Stone to be used: ff N/A depth or thickness feet
Bed System Size: X
Alternative System: length and/or size
6. HOLDING TANK SYSTEM: (if required) N/A
Number of tanks: 1 Size of each: _gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspec"tion agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your protection, please note that pursuant to Section 136-29 of the Code of the Town
of Queerisbury, any permit or approval granted which is based upon or is granted in
reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant, shall be void.
I have read the regulations witli respect to this application and agree toabide by these and all
requirements of the Town of Qqeensbury Sanitary Sewage Disposal Ordinance.
N;��AS41ggn�-a&ure Of responsible person
ENERGY CODE COMPLIANCE APPLICATION
TOWN OF QUEENSBURY, WARREN COUNTY�C,,&-
9000 HEATING DEGREE DAYS TEB 0 9 2000
Compliance Methods : PART 5 - Acceptable Practice Me-YYddG.:--C
1&2 Family Dwellings (jpj:,Ij)� N3AN�QCO0E
• PART 6* - Thermal Rating - Component Trade offs
1&2 Fdmily Dwellings; Multi-Family
Dwellings ( 3 stories or less)
PART 4* - Design by Component Performance
Commercial Buildings-Hi Rise Residential
*Requires submission of worksheets
APPLTCA.NT' S NAME: PROPERTY LOCATION:
PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE:
1 . Gross Floor Area ±2(a0 sauare feet
2 . Tv-o e of Heat Electric Oil Gas Other
3 . Is building mechanidally cooled? V-1,_ Y e s No
4 . Percentage of area of windows and doors / Over 17% Under 17%
5 . Ri -VA-LUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS
S-HEOWTIN ON PLANS SUBMITTED:
a . Roof R
b . -Exterior walls R
C . Glazed areas R
d. Exterior doors R
e Floors over unheated spaces R
Edge of slab on grade (heated building) R
cr Basement/cellar walls (above grade) R
Zi Basement/cellar walls (below grade) R
heating/cooling-ducts-piping in unheated space R
6 . Service (domestic) hot water heating device
Conforms to mini-mum efficiency per code Yes No
TEMPERATURE CONTROL MAXIMUM SETTING 1400 WILL NOT BE EXCEEDED
Applici.ntls Sign tur Date Phone Number
!NSPECTO-R' S REMARKS :
"
23
Child Day Care Center."Plan Review Chart
er/Operator/Name of Day Care Center lNn�lt# C f6 0
Address ✓r ;e�
City,State,Zip aPw bJs+f� Phone Q❑0 00❑ - ❑0 00
17
Type of work: Existing Bldg.(Part 1231) Historic Bldg(Part 1233) ❑ New Construction.(Part 760)
Fire Limits: Yes(Part 770.2c) F-1 No(Part 771.2d)
M M Q 0 Y Y
�'��
Designed,Seal&Signature by: ir, �l
TOPIC CODE SECTION ; REQUIRED/ALLOWED- APPLICABLE CODE-
occupancy Classfication . 701n03 1. .
Children 3 years df age and over C6.1 Coo .
Children less than 3 years C6.2
Mixed Occupancy . Refer to Table(s)I1-771,1439,.1417
771.4(a)(6), Al/A2 allowed in Type 5
771.6(a) CI,C2,C3.1,C4.1,C5
SEE 771.6 FOR DAY CARE IN MULTIPLE OCCUPANCY BUII,DING
Fue Hazard Classification702 Low
Type of Construction Table III-704
Height and Fire Area Part 709 Table VIU-704 q 0-
Basic Area/Height Table VIII-705
Types 5&4b see Footnote 2 Sprinkler or Exits&Detection
"Types 5&4b see Footnote 3 2nd Story?
Increase for Accessibility 705.5b
Increase for Sprinklers 705.5c No increase for C6..
SpacePart 162
g'
Ceiling Height d�
762,3
4I8
rea
Vght and-Ventilation Part 763
Light 763.1(a) Artificial Ok
Ventilation 763.1(e) Natural.(4%)or Mechanical
Exits Part 765 -Mrnrmu _
Number 765.8(a) m of 2 .3_"'^�'?,T mac'_ •c rr-- T".":�,.""_.410.0(�i� :. z' .z's'� a 'cx� ,n .��._......... ..<
(Une cuit04
"p`6mM from a space) -�TabTeX�7G5' .__,.__. .. m
Distance of Travel 765.7 Independent&Remote
Table VI-765
Dead end corridor 765.10) 20 feet maximum
Minimum Exit width 765.1(1) p 9a
Doors 765.5,Table V-765
Stairs 765.1() 4 C,36'(bldg 2 stairs or less)
Aisles Table 1-765d1 J`
TOPIC CODE SECTION REQUIREDIALLOWED . APPLICABLE 000
of - -
Y ' Door Swing
765.5(a)(I)
Smoke Stops 765.2(a) C6.1 -300',C6.2"150 N
Automatic Doors 1060.9(a)'
Enclosure Rating Table III-704
Enclosures Separated -165.6
No Openings,Stair 765.6(d)' .
Enclosure Exceptions 771A(h)
Basement/Cellar Stairs 771.4(h)(6)
Opening Protectives 771.40),Table III-771
Obstruction,Discharge 765.1(b)'..
Panic hardware 765.5(a)(4)' Required,except main entrance (J'�
Stairs: General 765.4(a) uI
Dimensions Table IV-765
Stairs to Roof 765,4(a)
Handrails 765_4(a)(11)
Interior Stairs 765.4(b).
Exterior Stairs 764 4(c) _
&tb) '-Rated enc- • Insure o
—Mixed Occupancy Building
At least 2 exit 771.6(a)(3) Directly to grade OR
Stair with no other openings `�r`� °�
2nd to corridor
Physically Disabled ANSI 117.1-1986
Applicability 1102.1 Yes
Acc Route&Facilities 1100.1:- 1100.9 Required et
Useable Spaces 1102.3' -
Parlang Spaces Table 1-'1102 :
Loading Zone 1102.5 .
fety-Glazing . Part 766 64
•-- 1
S . Azlb /�tis� b l� F0 i••T
Garages/Parking t t,
Location of open parking, 767.1(a)
Attached garage separation 771 A(k) �J
Extiioc Fire Spread Part 770
Distance separation Table 1-770
Exterior facings 770.8 ,�11
Party walls 770.E
Interim Fire,Spread . Part 771
Fire walls 771.2 .�I�ll r+�tL bt
Occupancy separation Table II-771 1
�rI
Mixed use,types 7,71.4(a)(6) Only wi Al/A2
Enclosure,store/sery . 771.4(g)
Enclosure of kitchens 771-7/1064.2(b) Required 1 hour or 2 hour
Fur stopping 771.5(c)
Finishes Part 772
In exits 772.2(b)(3) Class *_
Exception for Sprinkler 772 2(b)(8)
Touc paints and finishes 418 5(i Y - � Praha
Plastic Materials Part 773
25. .
TOPIC CODE SECTION REQUIRED/ALLOWED APPLICABLE CODE
protection Equipment .. ,Part 774
774.1 b C6.2 _
Fire station connection ( ) All C6.
Fire alarm system 774 2(f)
1060.2
c Smoke de ting 771:6(a)(4
t . ) (for mixed occupancy)
-u u,o& tec
Table VIII-7051060.3
7•r s Y- xr Y Oil ISaZaIa011$SpaC�Sw :u
`Au�omaticn,_ Ate . .4188C) _,.._ . h -
Y
Sprinkler system 774.4
✓ ,
For C6.2 see... . 774(a)(8)
For multiple use.building see... 771.6(b)
1060.4
Standpipe system 774.5
1066.5
Yard hydrants 774.6
1060.6
Watchman system 774.7 75 or more occupants OR
1060.8 Fire and smoke detection system provided
Automatic vents 774.8
1060.0
Coordinated fire safety 774 9/106I More than 70' higher _
' gyp. n° } r
y414. G Y',c
tYt is. ?' � { w t ......- ,•
1 �
Fats shutdown 1004.2(e)• _
+y,.os }'....�R3Y" a,�'s8���£ t• } S_ x .,a �t4 M1 Yq �`��'"�`�'�jY'3!z $e�.".>' '
x
-.,.
x y�,r3y...
. FK9 ` ,,,,,..,,,�^{,,33 ••,'z`* } 'urw.^'S '^w, E�.sa = ykr. MyS.�
t Ctttlwlm" l'"" �x aM t sz 3 a k a x
Plunbtng Re Iated by Gvv'-t.Agency,-;_See Part 418
Futures 1
cluldcen
P) W C:andl
/ 4 $p Y
` 4185(m 5 s X w SoparatezPA
5 or snare children'.
Enclosed,selfelosmg doors
14-1142
r -
Tvletooms {
noted beverage
g 14-1 140 s Caci�o w Q
33audwashmgF,actht�y►3 0.N 141$143 . z �; ^ or toFlGt �trooyym��s' :' ; • . ;
o
Ice tnachme,llosb btb
(.Ii)SSOnneCtianS ?a.M _a•. _ ._
" a1S : 904.E
Heat producing Equipment
Enclosure 7714{} {4}/41$ 12{mac}
r^."'^E".wX" <Y •» ✓ ) Y £CRx. f.,, # •Cc ` x .,:✓ ... .. ...c..c.k..G.•..w ...
s12(c� he
f -
ex.}. _..,.Y�.1._... . "....a . ......, ._.x.. s~".,.. 1000.2{g
Air Supply )
ChimneM Flues,Gas Vents Part 1005 ,
Prohibited use -1005.2(a)
Outlet locations 1005.6
Table I-1005
26'
TOPIC CODE SECTION REQUIREDIALL®WED APPLICABLE COD
" Electrical Part 1030 r
Metal veneers 1030.1(g) fj
Emergency power 1032.2(a).
Emergency light 1032:3(a)/Table I-1032 All
Each sins 1033.1(a)/Table I I033 All
a v . . .
.> Electncal outlets �.. , . .><.�.� .._NF418,.12(r)- _, . .. ,rProtectiyeTcovets m chi
Id'
Signage
Fire alarm 1163.13(g)(4) For Local system It' •Q,
Elevators 1194.1(a)
Incinerator 1194.1(a)
Evacuation route 1195.1(c) Posted
Insulation NYS Energy Code.
Regntred` =g
Structural Requirements Part 800 s,
Snow load 803.3 �q+��/h
Table IV-803 �J
Floor load 803.2(b)
Table 1II-803
Wind load;,walls,,eaves 803.4
Table V-803
Wind load;roofs 803.4
Table:VI-$03
Foundation 800.3
,c
NOTES:
Most Code Sections refer to the NYSUFPBC.
Shaded areas may refer to Social Services Regulation Part 418 or to Department of Health standards for Food Service Establishments.
The Food Service code is required by Social Services Part 418 for daycare establishments that prepare food on site.
-Standards for Water Supply and for Sewage Disposal'are referenced in the NYS[IFPBC.
COIinffRCIAL FINAL INSPECTION REPORT
Building& Code Enforcement Date inspection request received: �-
Office No. (518)761-8256
Dept. of Community Development
Town of Queen§bury Arrive 31A am/= Depart pm
742 Bay Road Inspector's Initials'
Queensbury,NY 12804 _
NAME too C,-t�(a 4 S S. *�, PERMIT# IV
LOCATION i _ DATE 5
TYPE OF STRUCTURE
N/A YES NO COMMENTS)
Chimneyr'B"vent/Direct vent locati
Plumbing vent
Roof Complete
EAcrior fr sh grade complete
hicriorlexterior guardrails 42 in.pl orm/dedcs
Interior/exterior ballas1ets 4 in.spa g Platform/
Stair handrail 34 in.-38 in.
Step risers 7%in.
Main door 44 in.
,ill others 36 in.
Lever handles
Edts at grade or pl orm
Canopy to cover req.a�Tdo�m'
Gras valve shut-off exp or in.)above gra
Floor bathroom watertight
Other floors okay
Hot water relief valve
Boilerlfumaee enclosure
<250.000 BTU N/R
250.000 BTU to 1,000,000 B 's(I hour)
>1,000,000 BTU's(2 hour)
Gas fiunace shut off within 30 ft within line of site
Oil furnace shut off at entrance to mace area
Stockroom enclosure(I hour),3/aour door
Storage/receivingtshipping room( hour), 1 '/x doors
1 1/2 hour doors and closers
?.hour corridor doors and closers
Firewalls/fire separation,2 hour, hour complete
Fire dampers,2 hour fire wall/ aration or greater
Fire door/shutters 1 '/2 hour,3 our
Ceiling fire stopping 3,000/5, 0 sq.ft.
Fan shutdown,smoke vents fan
Exit door/panic bars assembly hardware
Elevators
Elevator signage
Handicapped bathroom grab bars/sinks/toilets
Handicapped bath/parking lot sigrage
Handicapped service counters 34 in.,checkout 36 in.
Handicapped ramp/handrails continuous/12 in.beyond
Active listening system and signage assembly space
Final Electrical
Site P1anNariance required
Final Survey,new structures
.�-built septic system layout required
Okay to issue temp.C/O(Certif of Occupancy)
Okay to issue permanent C/O(Certif:of Occupancy)
Okay to issue C/C(Certif.of Compliance)
F=11Fla MARSHAL
-rC:)VVN C>F= C:7fLJIEIENSF3UR-'N'
ClUIEF-=NSE3UF2'*e, NY 128,04
(518) 761 -8205
FIRE MARSHAL INSPECTION REPORT
REQUEST RECEIVED ii
NAME 5-
; D oe
LOCATION �V (CXA- I 611 PERMIT
SCHEDULE INSPECTION ONjp
AM
APPROVED
N/A YES NO
EXITS
AISLE WIDTHS
EXIT SiONS
EMERGENCY 1-101-ITINO
FIRE EXTINOUISHI� S
--INA
FIRE ALARM SYSTE ,
FIRE SPRINKLER SYST
FIRE SUPPRESSION SYSTEM
HOOD INSTALLATION
INTERIOR FINISHES
STORAGE:
CLEARANCE TO SPRINKL S
CLEARANCE TO HEATING NITS
REQUIRED SIC3NA(3E
CHIMNEY
WOOD STOVE
FIREPLACE F--1 MASONRY E-1 FACTORY BLT.
ROUGH-IN
FINAL
REMARKS: My,-4-(:)K TO THIS DATE
INSPSLIP.PUB ItVSPEUOF4/
FIRE MARS 1--ls�►L
-r(::)\AfN (DF=
C;7tUF—=aMSE3UF;Z'Y, NY 12804
(518) 761 -8205
FIRE MARSHAL INSPECTION REPORT
REQUEST RECEIVED
NAME
LOCATIO ;o�\ PERMIT # '�CD
SCHEDULE INSPECTION ON JQ
Z;? fl-to Am(,O!!�-M
APPROVED
N/A YES NO
EXITS
AISLE WIDTHS
EXIT SIGNS
EMER ENCY LIGHTING
FIRE EXTINGUISHERS
FIRE ALARM SYSTEM
FIRE SPRINKLER SYSTE
FIRE SUPQRESSION SYS EM
HOOD INS TION
R K
E Sy SPR
INKLER
S F S
T'C T
S
SYSTEM N Y
M
S N
TE
SYS
INTERIOR FINISHES
STORAGE:
CLEARANCE SPRINKLERS
0
CLEARANCE 0 HEATING UNITS
REQUIRED SIC3+NAC3E
CHIMNEY
WOOD STOVE
FIREPLACE [=]MAS RY [--] FACTORY BLT.
ROUGH-IN
FINAL
REMARKS:
INSPSLIP.PUB #N Slf CT C
i. y
COMMERCIAL FINAL INSPECTION REPORT
Building& Code Enforcement Date inspection request received: "
Office No. (518)761-8255 `
Dept. of Community Development
Town of Queensbury Arrive 30 am/pm Depart am/pm
742 Bay Road Inspector's Initial �k
Queensbury,NY 12804 p
NAME \ - ' ` V PERMIT j O
LOCATION DATE
TYPE OF STRUCTURE
N/A YES NO CONRvfF'NTS
Chimney/"B"Vent/Direct Vent location
Plumbing Vent
Roof Complete
Exterior finish grade complete
Interior/exterior guardrails 42 in.platform/decks
hutesior/exterior ballasters 4 in.spacing platform/decks
Stair handrail 34 in.-38 in.
Step risers 7 3/4 nn.
Main door 44 in.
All otbes 36 in.
Lever handles 7�16r� +•'� � 5����'
Exits at grade or platform ���/�� �/ �ht el� (/
Canopy to cover req.exit doors
Gas valve shut-off exposod®ulator(18 in.)above gradA
Floor bathroom watetight
Other floors okay
Hat water relief valve
Boiler/furnace enclosure
<250,000 BTU N/R
250,000 BTU to 1,000,000 BTU's(1 hour)
>1,000,000 BTU's(2 hour)
Gas furnace shut o$'within 30 ft.or within line of site
Oil fumace shut off at entrance to furnace area
Stockroom enclosure(I hour),3/4 hour door
Storage!receiving/shipping room(2 hour),1 %Z doors
1 14 hour doors and closers
?4 hour corridor doors and closers
Firewalls/fnre separation,2 hour,3 hour complete
Fire dampers,2 hour fire wall/scparation or greater
Fire door/shutters 1 '/z hour,3 hour
Ceiling fire stopping 3,000/5,000 sq.ft.
Fan shutdown,smoke vents or fan I
Exit door/panic bars assembly hardware
Elevators
Elevator signage
Handicapped bathroom grab bars/sinks/toilets
Handicapped bath/parking lot signage
Handicapped service counters 34 in.,checkout 36 in.
Handicapped ramp/handrails continuous/12 in.beyond
Active listening system and sigaage assembly space
Final Electrical
Site Plan/Variance required
Final Survey,new structures
As-built septic system layout required
Okay to issue temp.C/O(Certif.of Occupancy)
Okay to issue permanent C/O(Certif.of Occupan(y)
Okay to issue C/C(Certif.of Compliance)
Pf
COIVIMERCUL FINAL INSPECTION REPORT
Building c& Code Enforcement Date inspection request received:
Office No. (518)761-8256
Dept. of Community Development
Town of Queensbury Arriveg?, rO) am/pm Depart am/pm
742 Ray Road Inspector's Initial�U:�
Queensbury,NY 12804
NAME PERMIT&200 - 8
LOCATION Z DATE
TYPE OF STRUCTURE CA l
N/A YES NO C01VWEN'TS
ChinmeyP'B"Vent/Direct Vent location f
Plumbing Vert
Roof Complete
Exterior finish grade complete
Dior/exterior guardrails 42 in.platform//decks
1ffierior/exterior ballasts s 4 in.spacing platform/
Stair handrail 34 in.-38 in.
Step risers 7 3/t in.
Main door 44 in.
All others 36 in.
Lever handles
Exits at grade or platformrt}
Canopy to cover req.exit doors ✓,�/�644 ' of
Gas valve shut-off exposed®�18m.)aboy6gra ✓
Floor bathroom watertight
Other floors okay. f
Hot water relief valve rr �� t /�C V-414-"X
Boiler/furnace enclosure
<250,000 BTU N/R /
250.000 BTU to 1,000,000 B 's(1 hour)
1,000,000 BTU's 12 hour)
Gas furnace shut off within 30 fl within line of site
Oil furnace shut off at entrance to mace area
Stockroom enclosure(1 hour),3/hour door �� j jf� /
Storagelreceiving/shipping r (2 hour), 1 '/z doors_ t' '�/`�Gf/C�l
1 i hour doors and closers f 1 -
'<hour corridor doors and closbrs
Fitewalls/fire separation,2 hour,3 hour complete
Fire dampers,2 hour fire wall/separation or greater
Fire door/shutters 1 1/2 hour,3 hour
Ceilingfire'stopping3,000/5,040 sq.$, to I` 01 fwr
Fan shutdown,smoke vents or fan `/ lj c�
Exit door/panic bars assembly hardware
Elevators
Elevator signage r
Handicapped bathroom grab bars/sinksttoilets L/ U�� �r
Handicapped bath/parking lot signage
Handicapped service counters 34 in.,checkout 36 in.
Handicapped ramp/handrails continuous/12 in.beyond
:fictive listening system and signage assembly space
Final Electrical
Site l Survey,
nee required
Final Survey,new structures
As-built septic system layout required
Okav to issue temp.C/O(Certif.of Oocupancy)
Okay to issue permanent C/O(Certif.of Occupancy) �'�`"r5�'iJ��'� yte
�Okav to issue C1C(Certif.of Compliance) / fJ
l
t
COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC
Main Office 176 Doe Run Road Is Manheim PA 17545
IAPPROVAL � .
M V NICIPAL CERTIFICATE - ELECTRICAL �
Panel Board j' R fit► ! N! 6 13 7 5 Cut-in Card No.01/1149 R /.A.
R Rr�Rf.flft,firNilflfiRlffR1 Ii
`�,� ■'•! `if/iiR111N 11Nf/-'11
}i. }Yf}I�r ifi iillfflRf i111 r1Rj
i RY rYrr RYN11641140M41#4104R}ili.irlMi.Y.friifl Hifirifi}frIRIR oYl iif11.111f lif Rip•4•R YIiH
�y � ))hh�` R� /� (j� i �y
Location,M, rifiR. i i l i ifiNi. iii/ r1,l1.'�fllli11i.1/Hiiilt#ViffiRil} 4Y.fY1 fY Rf.IAt.Yf flffrHRfR11fr14#r YYi i 1 1 1• ••l+f i�Yr
Consisting Vf jJ}�jJ� �(/� Y' ai�NY.YY•YirriY�/i ff�f 1 1Y'•I/i�rffifr}y�f Rl�rq 1.11R Yii Installation Iili YfR 11!'I I11�117f . R4 Rii
�}�j . ff ffrIMH41 .•441.Rr .....1•�IHl1ll Yirli.r If11 ir.♦ •1 ••rr/ ulu.nui,i4iiil•.ff ief}iii/Yf RRff}/06R1 i}•r
ifif. . •.Ni1TilF.1 fi1f4R II
rgi.rr01l,lf.Iillprf.ill41ll I11I40001to III..I..IRf.fIIIIs##I III I Ito IIR41.N..1iU.r♦/If.ififlffiNlfNl4f lrr}.MrR.R}Y•RrlrirR}fflHflifiliNfllY r.rrirll.l r Ni1111}}•R.Hi.Y.II
InstalledAA//yI/j Co
RR / r� riYlf 14,iY 1 el;Most •�Y.�.I ��if Y.}�.riifrlf ifN1i11���r No. !f!}fffNiri4.r.lY.iff}if#IYIi•Ii11 r.IYliif Y/iiiY
The conditions following governed the issuance of this certificate, and any certificate previously issued is.
cancelled: - ,
This certificate only covers the electrical equipment and installation conditions as of date, Upon the
introduction of additional equipment or alterations, application shall be promptly made for inspection.
Inspectors of this Cote any shall have the privilege of making inspections at any tune, and if it;
p p
rules are violated, the Company shall have the right to revoke this certificate,
tfi.aff11/1 41!H. I}I rRyllir. .I11ff1Yil4 INPT • f.Iif .1... •.. 4.r 4rdfffRflff}RRII.RIr.lff r,rr if l•r R4r Y....I..r.i..
Uamhar M D D A 1 A F 1
,MAIM ETV - MARTIN, LLP:
Professional Engineering ;� 1 dQ
uc:d
to
;April'19,2000
Mike'Breda
'�14 Veranda Laney .
_
Queensbury, NY 12-804 APR
Re _ ,Dixan`Road Property
}.' n s i
Queensbury; NY -,TOWN.OF:QUEENSBURY t'
' Job:# 99,-100 �' , PLANNING-OFFICE
Dear Mike
On V1%ednesday Ap.r'il<19, 2000 staff from this.,office'.observed the'existing wastewater
:disposal system serving;the former Samantha's Cafein Sdkol's-,Plaza. ' 'e�,understand
-. tha yo'u pianAo incorporate thisspace'into tf a new 1Norld Class Kids.;Daycare cerrter'as
an_after schoo] play;area,for-,up to 20 children plus staff.' y
".`The existing wastewater disposal ystem consists,of-a 1500 gallon grease trap and
pesumed;leaching,system The:grease trap structure was observed'-and fourrd'to be in
,,.good Odhditioh For the intended lase of a`daycare:facil ity.it is recommended that':th6, r
deep'PVC outlet tee in the.grease trap be cut off'18" below the.outlet pipe invert so that ,
th6-ta"nkwill-funciion as'a septic tank. •We-also recomniend-that an A1801.-HIP-model
Zal3el Filter{See detail attache°d.for i'nstallatiori details) be'installed id,the,outlet;,tee.:to
46 ther`.protect the:aeachirig facility from the:'passing.of;suspended solids through We ;
:septic,tank. ;
It was noted that the;leach4'acility�pppears tb,'stilitbe-operational: Prior to.our• .- "`
observationryou setup aFgarden hose"thatrandirectly into the outlet pipe acid the.
leaching systern,accepted'vuater.for"1hours., p,uring that time:no liquid backed.up.in.to .
the septic,,tank From'thiswe`can sarmise`tf at no pipe,:blockag`e existsand that,some`
type•'of:leaching:systems.is apparently,funct onal at.leasf on a-limite'. NO
A new wastewater system.to serve use of is magnitude would`require a minimum 1000
gal.'septic tank,.follawed"byt 4eachihg system sized for: :
20 children 4' 2 staff ,22 persons
22 persons x 10 GPD/pe'rson 220 GPD ;
}tjs this office's understanding, iat the former Samantha's Cafe area';is to be used for
only 2±,hourslday(after school care 330 pm t6"530 pm'): The`10 GPD/personflow'is
;.based,on-a hour`business day, practically`this area is to be used only '/of thaf;tinie: .;
220�GPD x;°/a 55�GPD�'(dally flow),.
"in soil'c'onditioris evidenced dithis site it<is reasonable to conjecture:,that the existi"ng
;system should be able-to handle`55,.GPD.
12- East V Al hin ton Set •: Glens5Fa11s,;NY 12801 - 2
g
51$=792=2907./' 518-792 2996 FaX` ,i Pr��ied on Recy��ed Paper.
qwj�
21
t ry+ r )r J r
Breda Dixon Road Property Page 2
V .7 1 `. ' 1 �, , � LiVVnJ'�lAl y�•�- r' 1 jp lit' t ,+ 1 4 r N"
An 7-140.
nN, M1 Y
Jrr K S o
pf
WQ
;1f you.have :any g`uestions or'•,comments, please=contact Bob Holmes or;me, at,792
2907
.a 7, 4 1 a•',..
FAA
Sincerely
H Thom sJarrettP E
Partner C Y
Qj
t _
�.
.4 r \ 1 r
r
n
l 11
o
ON
t' t
h
SAYS: J,'
Own
AS
Sp a2ow;2 00 0
mod t CrAof 4 OA
/00
.AM aClA"onul c.tPq
4a deA Y Cc,(1L
capave4AZ)
rp
RE
}'TO
TOWN O 11gFRY
a
EXISTING WHITE PINE--
COATEDCHAIN LIW FENCE
-
EXISTING WHITE PINE.
PLAY AREA
I I
PROPOSED EMPLOYEE
PARKING SPACES
RAILS DIXON ROAD
CAPE PLANTERS
o [PRAY s ° EA LOO C if ICON Scale: 1 "=40'-O"
FIRE HYDRANT
SEE DETAIL ABOVE
— -
- - - - - - - --
-
- - - -
DIXON ROAD
N3f-04'W 1J82 '
EXISTING DRIVEWAY
ISTI
G SEPTIC_,z
E ISTING SHED
T0. BE MOVED
DROP INLET
��
`
t
ELECTRICAL SERVICE
ENTRANCE
ti
SYSTEM
DOOR
_ _6_
—_
NATURAL GAS
SERVICE ENTRANCE
ROPOSED
RLD
I
I
PROPOSED 3' DOOR
& 5'x5' CONCRETE SLAB
6' DOOR
COVERED SIDEWALK
EXISTING
PLAZA SCHEDULE
HANDICAP ACCESS
RAMP
O
-
DROP INLETS
1.
HAIR SALON
I
7
/
2.
VACANT SITE
3.
PROPOSED DAY CARE
t.7
O
4.
AMORE PIZZA
AOF PROPOSED
_
DAYCAR CENTER
5.
EVERGREEN BANK
SEWAGEp�pO „ y-
-H
=
6.
LIQUOR STORE
(APPROXIMATE UMff S)
I
7.
SOh:OLS MARKET
EXISTING
PARKING
/
w
o
'
I
(80 SPACES)
Z'
I EOP
EXISTING LAWN AREA
I
j
I
t
ROWS TO
I
13E DESM-NATO
.
FtR DAY
GORE D
LANDSCAPE PLANTER
q
FF dt PICK
ROpO
EXISTING SEPTIC
SYSTEM
!
•�0
LANDSCAPE PLANTER
l / '
UTILITY POLE '
WITH LIGHT f
(TYP.)
i
09TE PUa
Scale: 1 "=40'
• • .• :•
s��� ��
1i
r
-P 'N 4J 0 Ql
O
W U 4L N �
wW C s s
W ¢ .,` N 0
CO I i14. N
;1i4 Yip V i 11 V r 0
W 1 0 1 4J fi S. 4 J
y1 '� .r 0 0 U ' " �' to Q)
Wv � "°� 0 t- �� (A � X � � 0 rnr 4- b W M
o 1 0 � W Q) '►-
1A `-' U^ i o .0 7- 4- 0 0 N• ro A 'r
0r- WW U C QJ LL 0
p ~ 4 0 04- a '°
W 0 �-
cnvac � � roC� c410 W
o aW 0 4- W 1) LL
E w � � wC� t � 4� avcl� rn. +� cccro � ciW w >
0 ,- 1V) c aNW N 0L *0 n NU 0. CU '1. Ob Ilm
�4tUQ1rW �r- � � r- � �rao00 (U00US. rQ
ls, U.. 2: U
i 'yAJ
f
66' .. 4' PVC DISTRIBLMON PIPING;
SLOPE 0w57. MP.)
D1 ISTRIBUnON 8DX 1
-*-�-SLOPE BED 0.5%.( 9)" 1
co
ywIMIMM11M1iwwiMMMMIt\y.yyww�ywyw.wYywy°MMMy,yyYMM.lywyFwwlywYw.ywwFiYM��YwyyMrM.MwyyMyyllW.yyy.yMY•1MMIwYy�.Yw.•M.ww.M.Yy I Y�� S
♦yn/ ii U V
- f j
co
.YJ y�l!YywlMwlyw,wYM,M yW4WMy11111w yy�ylwYMMMY..�yYyy.yy MMy.wywywyyYMwywhly.IwylMwyWw-Yww.++y+MMMMNMMyM.MMMylyy+� /�,
EWEN IN,DRAIN to, MIN. SA E RFLUENT �� �
LATERALS ('tYP,) EMIC TANK i , (MIN,) BUILDING SO
1% (MIN.) '
z HAIR SAtDN. 1tAC'ANt ( "WORLD Cl
z ` . r COQRDiri
U-871�l PLAN'Lij coeAl�or
a Ell
Sale. 1 1 0
LD
o
TOWN OF QUEENSBURY
BUIEDIkG & CODE ENFORCEMENT
1 _74_2 Bay Ptc3ad
Quef!!nsbuir_y MY X2804
SEPTIC DISPOSAU SYSTEM INSPECTION
Name
Lac a'1-i an
C-_p r-M-1 -t
D a-t e- ��/ 2, —(
SOIU -TYPE: Sand-- Loam 4E: _a -
Rasul is of Par-cal a-tp on -Ta -t-
( 1 -F applicable ) Ra-tto-Minu�a/Inch
-TYPE OF SYSI-EF4:
ABSORP-1-1 -O IL -t N FIED : 40al U4-ng7th
Length o-F each --tr-afich " -
Depth of trenches
Size 0 s-tone
SEEPAGE e r,-
Size - V, X
S7tana sime. y
PIPING : Size Type
Bldg - to Tank !!!5C_A-v qu-3
-rank -to Dlst _ OX C,
Dis-t - Box -to e-1 (J/p
Openings Se-al d ? Yes No Part al
UOCA-FI ONE'S EPA -rio
Fe->unda-tion -t -rank e--t-
Fo,unda-ti on -t -Absoi-p -ti on JSZ:2L� -rae-t-
Sapara7t-! on p! -ts, — -F e
Conformsas per, P1 at-- PI an y 6_s
'LOCATION 0 -SYS-TE-H ON PROPER-rY :
( ci -rcle ory
Front - Rear - Left Side - Right Side
Middle Fy-ont - Middl e Rea r-
COMMENTS
SYSYSTEMUSE APPROVED -- YES No
A r-v-i v*!!d
GENERAL INSPECTION REPORT
( 518 ) 761-8256
Town of Queensbury
Dept.of Community Development Date inspection request received:
Building&Code Enforcement
742 Bay Load 1 +�s
Queensbury,NY 12804 Arrive /�fG+am/pm Depart am/pm
Inspector's Initials
NAME: �^ PERMIT#
LOCATION: DATE :
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMIVENTS
Footings/Piers 7 _1
Monolithic Pour Form
Reinforcement in Place
The contractor is resAlree,
providing protection
for 4f3 hours followin
of the concrete.
Materials for this purpoFoundation/WallpoitReinforcement in Place
Foundation/DampprooG
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Flac
Rough Plumbing
Heating Rough-In
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent, Attic Vent
Framing_ _ .___
Jack Studs/Headers
Bracinb/Bridging__
Joist Hangers
Jack Posts/Main Beam
Air,,lnfiltration Barrier_
ire Separation 1, 2, 3, hour
Penetration Sealed
Fire Wall 2, 3,4 hour
Firestopping
GENERAL INSPECTION REPORT
( 518 ) 761-8256
Town of Queensbury
Dept.of Community Development Date inspection request received:
Building&c Code Enforcement
742 Bay Road
Quecnsbury, NY 12804 Arrive am/pm Depart am/pm
Inspector's Initials
NAME: PERMIT# ' C
LOCATION: ` DATE :
TYPE OF STRUCTURE: l�p�� �
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Plac
The contractor is res risible for
providing protection ram freezing
for 48 hours followin the placement
of the concrete. '
Materials for this purpose n site
Foundation/Wallpour
Reinforcement in Place
Foundation/Dampproofi ng
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Plac
Rough Plumbing
Heating Rough-In
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R
Walls R-
Ceiling R _
Duct work or piping in
unheated spaces
Proper Vcnt, Attic Vent_ _
Framing— _ __
Jack Studs/Headers
Bracing/Bridging—_y
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier_
Fire Separation 1,2, 3,hour
Penetration Sealed
Fire Wall 2, 3,4 hour
Firestopping
GENERAL INSPECTION REPORT
(518) 761-8256
Town of Queensbury
Dept.of Community Development Date inspection request received:
Building 1-&Code Enforcement
Ba
y ay Road
Arrive i 742 Roo NY 12$04. : am/pm Depart am/pm
Inspector's Initials
IJ /
NAME: K,�{S PERMIT# J
LOCATION: DATE: 1117 it1
TYPE OF S UCTURE: /
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsibl or
providing protection frofre,
I
for 48 hours following tm t
of the concrete.
Materials for this urpose ite
Foundation/Wall ur
Reinforcement in P ce
Foundation/Dampproo g
Backfill Approval
Plumbing Under Slab
Plumbix� ;�lVents in Place
ough Plumbin
eating Rough-h.
Insulation
Foundation Walls Interior
Foundation Walls Exterior -
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent, Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation I,2,3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping
GENERAL INSPECTION REPORT
( 518 ) 761-8256
Town of Queensbury
Dept.of Community Development Date inspection request received: CxXS
Building&Code Enforcement
742 Bay Road
Queensbury,NY 12804 Arrive Ila am/pm Depart apVpm
Inspector's Initials�k
NAME: 6'( - PERMIT#
LOCATION: DATE:
TYPE OF STRUCTURE:
RECHECK Ti
N/A YES' NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible for
providing protection from freezingC> Cie' , �^ ' �J�r�t�rC✓
far 48 hours following the places nt /^ ,
of the concrete..
Materials Tor this purpose on s' c �
Foundation/Wallpour �'�> GAS r
Reinforcement 'n Place
FoundationlDam�pOe
Backfill Approval_
Plumbing Under SlabJsyyff+�i�;
Plumbing VenUVents ' Place
Rough Plumbing
Heating Rough-in
Insulation02F�
Foundation W lls Interior R- f
Foundation T
lls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent, Attic Vent
Framing ��—
Jack Studs/Headers-
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier_
Fire Separation 1, 2, 3,hour
Penetration Sealed
Fire Wall 2,3,4 hour
Firestopping
A-Ij
GENERAL INSPECTION REPORT
( 518 ) 761-8256
Town of Queensbury // �
Dept.of Community Development Date inspection request received: 4c�
Building& Cade Enforcement
742 Bay Road
Queensbury, NY 12804 Arrive��m Depart �M a
Inspector's Initial
NAME: 00rd S$ S PERMIT#
LOCATION: s M In,�,��ATE : J�
TYPE OF STRUCTURE:
RECHECK
•{J
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placent it
of the concrete,
Materialsfor this purpose on c
Foundation/Wallpour
Reinforcemen(in Place
Foundation/DamppFoof g
Backfill Approval_
Plumbing Under SIab
Plumbing Vent/Vent in Place
ough Plumbing NL ��
Heating Rough-In
Insulation
Foundation Wa s Interior R-
Foundation W Iis Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent, Attic Vent
Framing_
Jack ._ _
Jack Studs/Headers—
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1,2,31 hour
Penetration Scaled
Fire Wall 2, 3,4 hour
Firestopping
GENERAL INSPECTION REPORT
( 518 ) 761-8256
Town of Queensbury
Dept.of Community Development Date inspection request received:
Building& Code Enforcement
742 Bay Road k
Queensbury, NY 12804 Arriv� p Depar�' � ' a
spectar's Initials
NAME: ~ �" r PERMIT# ( � r7
LOCATION: DATE
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible f
providing protection from fr eying
for 48 hours following the Iaccment
of the concrete.
Materials for this purpose i site
Foundati /Wallpour—
Reinforcem n-P
Foundation/Dampproof ng
Backfill Approval
Plumbing Under Sh
Plum -ng Vent/V is in Place l
gh Pfumbin=
Heating Raugh n Insulation
C
Foun Walls Interior R- —�
Foun tion Walls Exterior R- \F> \''z
Floors R-
Walls R- .
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent, Attic Vent
Framing_
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier_
Fire Separation 1,2, 3, our
Penetration Sealed
Fire Wall 2, 3,4 hour
Fi restopping
GENERAL INSPECTION REPORT
( 518) 761-8256
Town of Queensbury
Dept.of Community Development Date inspection request received:
Building& Code Enforcement
742 Bay Road
Quecnsbury,NY 12804 Arrive _ s nspm Depart Q zri
ector's Initia
NAME:,_ F�� PERMIT# 0 3 a
LOCATION: DATE :
TYPE OF ST TURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers —F 1
Monolithic Pour Form
Reinforcement in Place
The contractor is respozis' le for
providing protection fro frce ing
for 4 hours following e placeme t
of the oncrete.
Materials r this purpo on site
Foundation/ ',ti'pour
Reinforcement in Rl`
Foundation/Damppr ing
Backfill Approval
Plumbing Under SI
Plumbing Vent/Ve is in Place
Rough Plumbing
Heating Rough-[
Insulation
Foundation ills Interior R-
Foundatio Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct ork or piping in
rieatcd spaces R-
Proper Vent, Attic Vent
ramingZS
Jack Studs/Headers PALL
Bracing/Bridging
Joist Hangers
Jack Posts/Main Bcam
Air Infiltration Barrier
Fire Separation I,2, 3, hour
Penetration Sealed
Fire Wall 2, 3,4 hour
Firestopping
GENERAL INSPECTION
Town of Queensbury
Dept. of Community Development Date inspection request received:
Building&Code Enforcement
742 Bay Road
Queensbury,NY 12804 Arrive-2:3u anVpm Depart pin
Inspector's Initialls-��L
NAME.: VI) C7. J �i`� PERMIT# C)C)Q :L)3
LOCATION: DATE : �� S�eP a
�L
TYPE OF STRUCTURE: ��PAC 1`csv � c��o� 1m4
RECHECK
N/A YES NO COMMENTS'
Footings/Piers I
Monolithic Pour Form
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
FoundationlWallpour
Reinforcement in Place
Foundation/Dampproofing
Backfill Approval
Plumbi g Under Slab
Plumn Vent/Vents in {j `r
g G/ /f
ugh Plumbing s,,�,n6 G G
Heating Rough-
Insulation r�,`� C 1�� Ow� Ar �� c
FoundationLnR-
r R- 11 BB
Foundation R-
Floors -
Walls -
CeilingR-
s work unheated -
Proper Vent, AFramingJack Stu
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1, 2, 3, hour
Penetration Sealed
Fire Wall 2, 3, 4 hour
Firestopping
GENERAL INSPECTION REPORT
['own of Queensbury
Dept.of Community Development Date inspection request received: _
Building& Code Enforcement
742 Bay Road
Queensbury,NY 12804 Arrive v�`��am/pm � Depart am/pm
14? Insctor'pe s Initials
NAME: kwzZ
✓; PERMIT#
LOCATION: lipY DATE 2 G?!
t
TYPE OF STRUCTURE: j�
RECHECK
N/A YES NO COMMENTS
Footings/Piers I
Monolithic Pour Form
Reinforcement in Place �' s�lf ,� �.�, �cc fr4,j aP'"
The contractor is responsible for
eJ
providing protection from freezing � �o�P sf l r 74y/-
for 48 hours following the placement /
of the concrete. IAJ GG*e
Materials for this purpose on site
Foundation/Wallpour
Reinforcement in Place
Foundation/Dampproofing
Backfill
Plumbing Under Slab
Plumbing Vent[Vents in Place _ C,/� e �`Y �� `
Rough Plumbing !Heating Rough-In x,, v e 1,41�V/1
Insulation /
Foundation Walls Interior R
Foundation Walls Exterior R- ?'
Floors R- r,
Walls R-
Ceiling R- tr
Duct work or piping in � 4
unheated spaces R-
Proper Vent, Attic Vent
t
Framing ...
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1, 2, 3, hour _
Penetration Sealed
Fire Wall 2, 3,4 hour
Firestoppmg
GENERAL INSPECTION REPORT
Town of Queensbury
Dept.of Community Development Date inspection request received:
Building& Code Enforcement
742 Ray Road
Qreensbury,NY 12804 Arrive =3s am/pm Depart am/pm
Inspector's Initials {�—
NAME: �o-/ ' a, PERMIT#
LOCATION: DATE :
TYPE OF STRUCTURE:
t
RECHECK
N/A YES NO CONMIENTS
FootingsMers '
Monolithic Pour Form `' a;
Reinforcement in Place , ,
The contractor is responsible for �k .
providing protection from freezing ,
for 48 hours following the placement V �
of the concrete. r
Materials for this purpose on site �t°
Foundation/Wallpour
Reinforcement in Place '
Foundation/Dampproofing ,
Backfill Approval t 4`
Plumbing Under Slab "
Plumbing Vent/Vents in Place
Rough Plumbing P
Heating Rough-In
Insulation
Foundation Walls Interior R-
Foundation Walls Exterior R-
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent, Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers V�// \/� 4
Jack Posts/Main Beam �(/eAir Infiltration Barrier .ZZs,,
Fire Separation 1, 2, 3, hour •
Penetration Sealed _
Fire Wall 2, 3, 4 hour
Firestopping
'N
FIRE HYDRANT
EXISTING PLAZA SCHEDULE
1. HAIR SALON
2. VACANT SITE
3. PROPOSED DAY CARE
4. AMORE PIZZA
5. EVERGREEN BANK
6. LIQUOR STORE
7. SOKOLS MARKET
UTII
WI
LEGEND:
EXISTING / BY OTHERS:
NEW / PROPOSED IN THIS DESIGN:
PROPERTY LINE:
TEST HOLE:
PERCOLATION TEST:
DETAIL
DETAIL REFERENCE TAG:WSEE
DRAWING #FOR DETAIL
SECTION CUT DIRECTION
SECTION REFERENCE TAG: SECTION LETTER
SEE DRAWING f FOR SECTION
ELJEN IN —DRAIN
LATEIZAS (YYP.)
Ak
DIXON ROAD
n NNE PUN
Scale: 1 "=40'
66'
dD—SLOPE: , .
OWNER PLAN
Scale: 1" = 10'
10' (MIN.)
HAIR SALON
4" PVC DISTRIBUTION PIPING;
SLOPE 0.5% (TYP.)
4" PVC;
SEPTIC TANK EFFLUENT LINE
SLOPE 1 % (MIN.)
VACANT
10' (MIN.)
BOX
J
GENERAL NOTES:
1) PLAN BASED ON MAP PROVIDED BY OWNER AND LIMITED FIELD MEASUREMENTS.
2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE.
VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS
OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER
IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED.
3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS
CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL
AGENCY).
4) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON
THESE PLANS OR BY OWNER.
5) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH
PROVISIONS SHOWN ON THESE PLANS AND/OR THE NEW YORK GUIDELINES FOR URBAN EROSION AND
SEDIMENT CONTROL", USDA—NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST
EDITION.
6) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO
CONSTRUCTION: ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES.
7) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM TO BE IN CONFORMANCE WITH THE
NEW YORK STATE DEPARTMENT OF HEALTH AND TOWN OF QUEENSBURY, ON —SITE WASTEWATER
STANDARDS.
8) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE,
ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES, AS DIRECTED BY OWNER.
9) ESTABLISH VEGETATIVE COVER OVER LEACHING SYSTEM TO PROMOTE TRANSPIRATION AND EVAPORATION.
CONTACT SARATOGA COUNTY SCS OFFICE FOR PROPER SEED MIXTURE AND APPLICATION RATE.
SUBSURFACE INVESTIGATION
.-A
0 — 10" TOPSOIL
10" — 20" SAND
20" — 29" ORIGINAL TOPSOIL LAYER
(BLACK ORGANIC MATERIAL)
29" — 66" UNIFORM MEDIUM TO COARSE
SAND W/ SOME FINES
NO EVIDENCE OF WATER OR MOTTLING
ig TEST PIT i2
SIMILAR TO TEST PIT 11
ig TEST PIT 43 (PERCOLATION TEST #2)
0 — 8" LOAMY TOPSOIL
8" — 108" REDDISH MEDIUM SAND
108" — 120" GRAY MEDIUM SAND
120" BOTTOM OF HOLE
NO EVIDENCE OF WATER OR MOTTLING
TEST PR J4
SIMILAR TO TEST PIT #3
BOTTOM OF HOLE 90"
PERCOLATION TEST #1
DEPTH: 34"
SOIL:- REDDISH BROWN MEDIUM SAND
20 SEC. STABILIZED PERCOLATION RATE
PERCOLATION TEST #2
DEPTH: 120"
SOIL' GRAY MEDIUM SAND
27 SEC. STABILIZED PERCOLATION RATE
3
tj
MAR 1 6 2000
1 1250 GAL
D 1 SEPTIC TANK
BUILDING SEWER LINE; SLOPE 2R (MIN.) 14
"WORLD CLASS KIDS" DAYCARE 3MOW M1 REVISED LEACHING SYSTEM
2rAw - ISSUED FOR PERMIT TO CONSTRUCT
�_ COORDINATE BUILDING SEWER DATE REV # ISSUED / REVISIONS
LOCATION WITH OWNER BY
SITE PLAN 1 0 T
"WORLD CLASS KIDS' DAYCARE WASTEWATER
DISPOSAL SYSTEM: MICHAEL & CHRISTINA BREDA
t EVERGREEN PLAZA AVIATION FAD
QUEENMIRY, NEW YORK
•4 _' JARRETT O MARTHN, C�J �J
PROFESSZONAL ENGZNEERZNG
iTHokwJARRE T 12 EAST WASHINGTON STREET PHONE: (518) 792 2907
P.E. # 57509 GLENS FALLS, N.Y. FAX: (518) 792 2996
MN UI IS DOCM DEGB�RI 199A w100 SHEET 1 OF 2
BY A LICENSED PFgF 3610NAL
3i 6 UNLAWFUL RLE: F -\9100122286Bneda WW Site Plan C1.dwg PLOTTED/ REVISED:3/15= 11,45 AM
DETAIL NOTES
R
EXISTING SOIL
BACKFILL W/ NATIVE
SOIL MINUS COBBLES
3" DIA. AND LARGER
ELJEN IN —DRAIN
LATERALS (2) (TYP.)
"Al
PIPE (IYP.) %1 L.I. L_L.,u. j
OMEN o9cygow
SCALE: N.T.S.
PERMANENT MARKER
OVER COVER WATERTIGHT MANHOLE FRAME & COVER;
SYRACUSE CASTINGS #1502 OR EQUIVALENT,
WATERTIGHT SEALED PLUG GRADE TO DRAIN AWAY FROM COVER
OVER
JOINT (TYP. 24"
NISHED GRADE
RECAST CONCRETE RISER AS REQUIRED
12 MIN. 24" MIN. INSTALL A100 ZABEL FILTER
° N SANITARY TEE; (SEE DETAIL #2
SOIL LINE FROM HOUSE TO BE - a ° °v ° °' THIS PAGE)
INSTALLED O 2% SLOPE MIN. " FFLUENT LINE
E150
12fI N LET OUTLET
WATERTIGHT SLEEVE AND SEAL_/..
(SEE NOTE5) 18' INSTALL NEW INLET AND OUTLET
a 4" SANITARY TEE v PIPING AS SHOWN O 1R SLOPE (MIN.)
INLET & OUTLET
EXISTING SEPTIC TANK TO
BE REUSED
°
4 v ° ° a °
l ° �
a r d •
J
SCALE: N.T.S.
INLET
OUTLETS — 4" KNOCKOUTS
MIN.
TREATED LUMBER MARKER
ABOVE ALL BURIED COVERS;
SET 1/2" ABOVE GRADE
12- +
�— EMOVABLE COVER
PROVIDE ADJUSTABLE LEVELING
DEVICE ON EACH OUTLET
4" GRAVITY SEWER
0.5% MIN. SLOPE
' r _ �... 12" MIN. OF CLEAN SAND
�•: -z ` :•..�—OR PEA GRAVEL FOUNDATION
FORT MILLER DISTRIBUTION
BOX OR EQUIVALENT
D3 TEX o MON BOX DETAIL
SCJILE: N.T.S.
v
REPLACE EXISTING SOIL
W/ 1 — 5 MINUTE/INCH
PERCOLATION RATE
FILL MATERIAL
PIPE
TO LEACHING SYSTEM—
MODEL A100 COMMER(
6ZABEL' FILI
ZMGd RLTER 024AM
SCALE: N.T.S.
4.;5'-".1'?+.�i'1`-:Sxt.l�..�".:::Iw rhr.��:.''".,1/_'3.:'`�I�tS�/�•1�••.'.�;w'11-C•`L')..tiw1.:1�"-'14.Y �ltl:r..:�-.il'4.�...L�or
}�ii�;l,:"�.<In:��`,i:-i:,�:El; 3r',.�=��:.1�,��•.��1::,� �:I :�.�,+�lir�1 �+'.��1�=.�'k�l�.`�►.1=���.��1 zfr�'+,.�
n.:_» I;.S: r...l_..:�1•._i,1 :a.. � .�: +►
LAYIEFAL DD IETAa d
SCALE: N.T.S.
R `TL
IN —DRAIN LATERAL
1. ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034, INSTALL IN ACCORDANCE WITH ASTM D2321. ALL
GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER.
2. PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT.
3. THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S)
OVER COVER(S), AND MEASUREMENT 'LIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE
GENERAL NOTES).
4. ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE
FLOTATION, BY A METHOD APPROVED BY ENGINEER.
5. TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS. WALL PENETRATIONS
SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON —SHRINK GROUT. AND THE PIPE SEALED TO THE
SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY
METHOD APPROVED BY ENGINEER.
6. TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20
(MINIMUM) WHEEL LOADING.
7. ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES, I.E.: NO LOW POINTS OR HIGH
POINTS.
8. PVC OR PE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE; RADIUS OF
BEND TO BE AS DIRECTED BY THE MANUFACTURER.
9. FILL MATERIAL FOR LEACH FIELD/BED SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND) FREE OF
CLAY, ORGANIC MATERIAL AND NON —SOIL COMPONENTS (DEBRIS, ETC.). MATERIAL SHALL MEET PERCOLATION
RATE(S) INDICATED ON DRAWING. PERCOLATION RATE(S) TO BE VERIFIED BY CONTRACTOR IN BORROW PIT PRIOR
TO EXCAVATION, AND IN PLACE IN LEACH FIELD/BED FOLLOWING COMPACTION. SUBMIT WRITTEN RESULTS TO
OWNER AND/OR ENGINEER.
10. LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON.
11. INSTALL INFILTRATORS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON.
12. TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL
CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION.
13. SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE
AROUND THE HIGH SIDE OF THE SYSTEM AND DAY LIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT
AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY.
14. CONTRACTOR TO INSTALL SYSTEM/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
DESIGN INFORMATION
DESIGN BASIS
TOWN OF QUEENSBURY
DESIGN FLOW
TOTAL NUMBER OF STAFF AND CHILDREN
11 STAFF AND 66 CHILDREN — 77 PERSON TOTAL
DESIGN FOR 80 PERSONS (NYSDEC REQUIRED FLOW
FOR SCHOOLS(DAY) = 10 GPD/STUDENT
SCHOOL W/ CAFETERIA = ADD 5 GPD/STUDENT
"PERSON = STUDENT"
FACILITY TO HAVE A KITCHENETTE AND APARTMENT SIZE
WASHING MACHINE AND DRYER
KITCHENETTE TO BE USED FOR STAFF BREAK ROOM AND SNACK
PREPERATION, KITCHENETTE IS NOT TO BE USED FOR MEAL PREPARATION
WASHING MACHINE TO BE USED IN A LIMITED CAPACITY ONLY.
TOTAL FLOW:
80 PERSONS X 10 GPD/PERSON = 800 GPD
ALLOW 1.25 GPD/PERSON FOR KITCHENETTE USE
80 PERSONS x 1.25 GPD/PERSON = 100 GPD
ALLOW 1.25 GPD/PERSON FOR LAUNDRY USE
80 PERSONS x 1.25 GPD/PERSON = 100 GPD
(NOTE: 50% REDUCTION BASED ON CAFETERIA USE,
FOR KITCHENETTE AND LAUNDRY USE
(5 GPD x 507. = 2.5 GPD/PERSON)
800 GPD + 100 GPD + 100 GPD = 1000 GPD TOTAL
ALLOW 209. REDUCTION IN DESIGN FLOW FOR USE OF LOW FLOW FIXTURES
1000 GPD X 80% (20% REDUCTION) = 800 GPD
EQUATES TO 10 GPD/PERSON
® SEPTIC TANK
PER NYSDEC FOR SYSTEMS < 5000 GPD DAILY FLOW(Q)
TANK VOLUME = 1.5 (Q) = 1.5 (800 GPD) = 1200 GAL CAPACITY REQUIRED.
PROVIDE 1250 GAL CAPACITY SEPTIC TANK
® LEACHING SYSTEM (CUT AND FILL / -ELJEN IN —DRAIN" ABSORPTION BED)
800 GPD + 0.9 GPD/SQ. FT. (FOR 1-5 MINUTE/INCH PERCOLATION RATE REPLACEMENT FILL)
— 888.89 SQ. FT.
888.89 + 7' ("ELJEN" EQUIVALENT WIDTH) = 126.98' OF ELJEN IN —DRAIN UNITS REQUIRED
126.98' + 2 LATERALS = 63.49' OF ELJEN IN —DRAIN PER LATERAL
PROVIDE (2) ELJEN IN —DRAIN LATERALS EACH 64' LONG
ARRANGE IN ABSORPTION BED CONFIGURATION
PROVIDED BED DIMENSION 66' x 10'
TOTAL OF 660 SQ. FT. OF EVEN IN —DRAIN ABSORPTION BED AREA TO BE PROVIDED
LATERALS TO BE SPACED 5' o.c.; LATERALS EACH TO BE (16) EWEN IN —DRAIN UNITS LONG
EFFLUENT DISTRIBUTION
GRAVITY DISTRIBUTION VIA DISTRIBUTION BOX FROM SEPTIC TANK. PROVIDE MODEL A100
SEPTIC TANK EFFLUENT FILTER BY ZABEL ENVIRONMENTAL TECHNOLOGY OR EQUIVALENT ON
SEPTIC TANK OUTLET AND TUFF —TITS, INC. SPEED LEVELERS OR EQUIVALENT ON EACH
DISTRIBUTION BOX OUTLET TO EQUALIZE FLOW TO EACH LATERAL
3I15100 LE REVISED LEACHING SYSTEM
?J24/00 - ISSUED FOR PERMIT TO CONSTRUCT
DATE REV * ISSUED /REVISIONS Y
DETAILS I U) T
"WORLD CLASS KIDS' DAYCARE WASTEWATER
DISPOSAL SYSTEM: MICHAEL & CHRISTINA BREDA
EVERGREEN PL.AZ& AVIAMON ROAD
QUEENSBURY, NEW YORK
JARRETT o MARTHN, LLP
12 EAST WASHINGTON STREET PHONE: (518) 792 2907
.E. 509
GLENS FALLS N.Y. FAX: (518) 792 2996
AL769 7M OF TM DOCUMENT NARY 2000 90-100 SHEET 2 OF 2
EXCEff BY A LICENSED PROFESSIONAL
ENGREE i IS UNLAWFUL RLE: FA9100022300 Breda WW Details D1.dwg
PLOTTED / REVISEDAM 5 00 12:10 PM I