2006-232 „1�` TOWN OFQ UEENSBURY
742 Ba Road Queensbury,NY 12804-5902 (518) 761-8201
ojo Bay Road,Qu may,
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20060232 Date Issued: Wednesday, August 29, 2007
This is to certify that work requested to be done as shown by Permit Number P20060232
has been completed.
Location: 44 WILLOWBROOK Dr
Tax Map Number. 523400-296-012-0001-027-003-0000
Owner. WILLOWS SENIOR RESIDENCES, LLC
Applicant: WILLOWS ADULT LIVING CENTER - THE COTTAG
This structure may be occupied as a:
Apartments By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, 1�
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8B6
BUILDING PERMIT
Permit Number: P20060232 Application Number. A20060232
Tax Map No: 523400-296-012-0001-027-003-0000
Permission is herebygranted to: WILLOWS ADULT LIVING CENTER-THE COTT
For property located at: 44 WILLOWBROOK Rd
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 Queens bury Zoning
Ordinance. Xvpe of Constructip—n Value
Owner Address: WILLOWS SENIOR RESIDENCES, ]
536 BAY Rd Suite 2 Apartments
QUEENSBURY,NY 12804-0000 Total value $140,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
SCHERMERHORN RESIDENTIAL HOLD
536 BAY Rd Suite 2
QUEENSBURY,NY 12804-0000
Plans&Specifications
BP 2006-232 Building No. 5, 4 Apartments
Building No. 5 size: 3,940 sq. ft. (one floor only)
Apartment Numbers: 317, 318, 319, 320
Willows Adult Living Center-The Cottages
44 Willowbrook Road, Lot 8 Baybrook Professional Park
$551.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,May 24,2007
(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 b W
W ay 24,2006
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
61-Cig- IJJ
OFFICE USE ONLY
TAX MAP NO. PERMIT NO. .' c�/`
FEES: PERMIT {r�
RECREATIONl,,1 ERING .�, ,, •
.(%- 16� (If applicable)
PRINCIPAL STRUCTURE:
APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO
REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. �/
APPLICANT/BUILDER: C /1i/7 �'-/� 1j�0/P/7 OWNER: -�i7(
ADDRESS: /7 /e/C) ADDRESS: 54/1-(0-
PHONE NOS. 7 ' 06 ?fC PHONE NOS.
CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:r!// 2825A PHONE:.1-V/Z7 3-
LOCATION OF PROPERTY: 4 /14/7L 401(4B709A-iep _ L
SUBDIVISION NAME:�7T�.�' CS /„L, . -,I •et/ `,R _
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT
APPLY TO YOUR Z p a C1 w (,)
PROJECT g p OLe L1J -1
p CL =_
11.1 z ¢ a a i� U) OI�i i a206
SINGLE FAMILY
TWO-FAMILY
MULTI-FAMILY 1-5
34,Z,20 (N0.of UNITS__q__ 3WO5PX Xr9�
TOWNHOUSE
BUSINESS OFFICE
RETAIL-
MERCANTILE
FACTORY OR
INDUSTRIAL
ATTACHED
GARAGE(1,2,3)
OTHER
IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:
ESTIMATED CONSTRUCTION COST: /'1°f1 FUEL TYPE: G
HEAT TYPE: / *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): C/
ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE?
IS THIS A HISTORIC SITE?
PROPOSED USE OF BUILDING OR ADDITION: ZdA4P7 .
*Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office
B 3-LGL 11-05
aTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?
ARE THERE EASEMENTS ON PROPERTY?
I acknowledge no construction activities shall be commenced prior to issuance of a valid
permit. I certify that the application, plans, and supporting materials are a true and
complete statement/description of the work proposed, that all work will be performed in
accordance with the NY State Building Codes, local building laws and ordinances, and in
conformance with local zoning regulations. I acknowledge that prior to occupying the
facilities proposed, I or my agents will obtain a certificate of occupancy. 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.
Signed ,/�
Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction
codes or septic systems)
Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process,
application requirements or to schedule an appointment)
Permission is hereby granted to the above This application / proposed action described
Applicant to erect or alter the building herein is found to be in accordance with the
described herein in accordance with said zoning Laws of the Town of Queensbury.
Application:
BUILDING & CODES APPROVAL ZONING APPROVAL
DATE DATE
QUESTIONS? CALL 761-8256 OR EMAIL
codesaqueensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbumnet
•
Town of Queensbury ■ Community Development Office • 742 Bay Road, Queensbury, NY 12804
2_ -1-/ uRsmA -
Foundation Inspection Report
Office No. (518)761-8256 Date Ins .ctiA request received: 7 - 20-067
Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's itials: F
NAME: 1A). OCti? PERMIT#: 06 - 2-7,, Z
LOCATION: LA)! b(Cc( INSPECT ON: 7 -20 (-)6
TYPE OF STRUCTURE: ) .F)llc s i PKe_
Comments
Y N N/A
.,• , gs
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for hours following the placement
the concrete.
Materials for this purpose on site.
oundation/Wallpour ,/t/
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
-/O 7 .2 ) -- ol,
Foundation Inspection Report
Office No. (518) 761-8256 Date Ins ction reque ' :
Queensbury Building&Code Enforcement Arrive:II�Z),. `�� D=.art: . VIM
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi.
NAME: 1,3; CEJ 'ERMIT#: 06-Z3a
LOCATION: ( � jJoinf INSPECT ON: 1.—G
TYPE OF STRUCTURE:
Comments
Y N N/A
6–botin-gsD IzTliA Foo-v-10(
Piers
Monolithic Slab
Reinforcement in Place ?KV:7
The contractor is responsible for
providing protection from freezing h c c)-V•
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No. (518)761-8256 Date Inspectip,n request received: / 0"
Queensbury Building&Code Enforcement Arrive: p kit"' am/ Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia101
NAME: _1...J1 //Or #: o ' '
LOCATION: J{-4 I,)i( SPECT ON: A
TYPE OF STRUCTURE: 1311
s,
Com men
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Pla
The contractor is respon ible for
.roviding protection freezing
evzfor ours to owing the placement
of the concrete.
Materials for this • on site.
Foundation/Wallpour ' ��(ps[i 41 a :r4L-- j i
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
,1---Ckk_
Foundation Inspection Report
Office No. (518)761-8256 Date Inspecti request received:
Queensbury Building&Code Enforcement Arrive:` am/pm (. Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspect( is Initials:
NAME: ( G'Y�Gt,� opd PERMIT#:
LOCATION: ',IJ( w60Q I< - INSPECT ON: 7 2j/ OC
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsibl r
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
arvj
Foundation Inspection Report
Office No. (518)761-8256 Date I tion rest received: 7 d°
Queensbury Building&Code Enforcement Arrive: /L.)am/pni epart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspect itials:
NAME: O, L sl. _ v r ,,, 'ERMIT#: 3;,)-
LOCATION: S 1 ( �, R� INSPECT ON:
TYPE OF STRUCTU' 'r8 ed. „r C Ok •
Comments ll
Y N N/A
Foot g
Piers
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
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Bui►ding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
o GSI NesbPi`f - 2 --o6
Foundation Inspection Report
Office No. (518)761-8256 Date In. .-ction r-• d- = e' ed: E-
Queensbury Building&Code Enforcement Arrive: ° t" �' Pepart:
742 Bay Rd.,Queensbury,NY 12804 Inspector's
NAME: 6 _ RMIT#: OCA 2 2
LOCATION: � i • �� � INSPECT ON: —06
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
- • •- � .urpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
/0 -- /? TUESlWf
Foundation Inspection Report
Office No. (518) 761-8256 Date Ins ction req .Y iv I ♦ — —r
Queensbury Building&Code Enforcement Arrive: 14) :e art: ib .
742 BayRd.,Queensbury,NY 12804 Inspector ssIIniti. . '.. p
Q r3'� p
NAME: � d 5 AIERIrMIT#: O6 '23 2_
LOCATION: Li; O c M h INSPECT ON: - F
TYPE OF STRUCTURE:
Comments
95Q—CAA,0') Y / N N/A
Footings t /
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
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
•
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection re. - , `e:
;,
Queensbury Building&Code Enforcement Arrive: 3a► • •11.„, Depart: );?7can11
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial•
NAME: —5-; vJ\ ‘-‘_e,,,36> e -, PL' #: —7,37
LOCATION: 1--{LA t�1 Lt P SPECT ON: qic,
-7 2 —0Z0
TYPE OF STRUCTURE:
2_ ` €: ( t� Comments
Y ! N N/A
Footings
Piers
• 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 Dampproofmg
Foundation/Waterproofing
Type of Dampproofmg/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
ai6inches above footing
6 mil poly for wet areas under slab• ackfill Approval * /
Plumbing Under Slab
dp ,
'VC/Cast/Copper
4 Foundation Insulation i. •- xterior
R- p /t� cUit\nk
Rough Grade 6 inch drop within 10 ft.
L:'SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
1 /// /7206
•
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection requ e -i ••
� r)
Queensbury Building&Code Enforcement Arrive:7 - p . ,;spar Depart: Z_
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial.:
NAME: f D S /nT#:
LOCATION: 11 f r , INSPECT ON: ��� _
TYPE OF STRUCTURE:t/
Comments
Y N N/A
Footings
Piers
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
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing G
Footing Drain Daylight or Sump y '-
Footing Drain Stone: L `L�
12 inch width l J+
6 inches above footing
6 mil poly for wet areas under slab
Backfill A..r. .
nder Slab
PV 'ast opper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
10 ' (R
Foundation Inspection Report t1. 1) (10-4
Office No. (518)761-8256 Date Inspection re. - :-e''ed• /i/d /// 2
Queensbury Building&Code Enforcement Arrive: Z:0 . �! 0 r- Depart: 7=�j aB.(W
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi.
NAME: Li./' 1al v S-- 1 y s PERMIT#: 0 (-2 Z
3
LOCATION: t,,U` �j l ot,INr c d iz-i) ' INSPECT ON: ///2 /rb
TYPE OF STRUCTURE:
13° Comments
_ _ \ .\) -CA`
le YN N/A
Footings / 1.1 pi
c ,111_,L__.27
\ Piers
Monolithic Slab
/iv-
Reinforcement
in Place V
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/Walipour
•
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
0 / 6 inches above footing
6 mil poly for wet areas under slab ✓
Backfill Approval
Plumbing Under Slab
C/Cast/Copper
6140 A Foundation Insulatioiirior>Exterior VR- Zi` FOAM ‘ -`P -•K)(2). ____
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
rk) ibAY I I
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: _am/pm Depart:,?:_Ct__11m/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: 1.3; 110 S PERMIT#:
LOCATION: 11/4),-((e)(,3 ,bk _ INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
__els for this purpose on site.
CFoundation)Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Framing / Firestopping Inspection Report
NTo. (518) 761-8256 Date Ins.-ction r- ive•
; ► P'
bury Building&Code Enforcement Arrive: .! Apr
D=.art: .` G :m
—nzway Road, Queensbury,NY 12804 Inspector's Initia s:
NAME: –TVA E_ PERMIT#: Z3Z.
LOCATION: L y t�‘LLUtI) PSC\&) INSPECT ON: t —o
TYPE OF STRUCTURE: bv>c
Y N N/A COMMENTS
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls r
Metal Strapping for Notches Top Plate
1 /2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft.or less on center
Ice and water shield 24 inches from wall
Fire separation 1,2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side V2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
/. . ,3 </03.b '71-Y 'r/-2-7/°-
Framing / Firestopping Inspection Rep rt
Office No. (518) 761-8256 Date Inspection re 4. /
Queensbury Building&Code Enforcement Arrive: 7;AD C 1-.:. : f�.-60am/742 Bay Road,Queensbury,NY 12804 Inspector's Initi. 4'
NAME: P1170 /34
5- PERMIT#: I - Z._
LOCATION: INSPECT ON: 1gg
TYPE OF STRUCTURE:
Of
Y NT/N/A
Framing COMMENTS
Attic Acce x 30 miinimumokk2.__
Jack Studs/Headers J/ llir-c--
Bracing/Bridging / _
Joist hangers
,,//
1 ���`
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls C.-OdA' t- F \`,1j1 \x.�G
-
Metal Strapping for Notches Top Plate J\i -U __ ' oc
1 'A(w) 16 gauge(8) 16D nails each side , /
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center !,,
Ice and water shield 24 inches from wall yr.
/1�l'
Fre separation 1,2, 3 hour
Fire wall 2, 3,4 hour
Firestopping ..
//
Baled
16 inch insulation in cavity min.
Garage Fire Separation
House side ''A inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
/ - 3 72sb1y7k
Rough Plumbing / Insulation thspection Report
Office No. (518) 761-8256 Date Inspection reque- '•-.•
Queensbury Building & Code Enforcement Arrive: 73� a► ��'�'��- - : �h am nA0
742 Bay Road, Queensbury, NY 12804 Inspector's Initial• r:_
NAME: it)11(.3S BO PER #: I�•`�� ,
5
INSPECT ON: c
LOCATION:
TYPE OF STRUCTURE:
Y N N/A
Rough Plumbing / Nail Plates
Plumbing Vent/ Vents in Place
1 1/2 inch minimum Drain Size ✓/
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet/ change of direction
Pressure Test o�
• / Vent
\
A' :.d
P.S, 10 ft. above hi4iest connection for 15 minutes
Pressure Test
- upply Piping ✓
O.FF-a e
.S. •r 15 minutes
Insu ation / Residential Check/ Commercial Check
Proper Vent, Attic Vent
Duct / Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly / No duct tape
COMMENTS:
L:1Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
00 Cd-deL>:
Framing / Firestopping Inspection Report
Office No.(518) 761-8256 Date Ins.ection re. .est re., ,,:.-;iv
Queensbury Building&Code Enforcement Arrive:1: .m/pm .:..rt: "1� i.
742 Bay Road,Queensbury,NY 12804 Inspector's In' ials: ,
•/
NAME: to 6D PERMIT th / 'r4f
LOCATION: /SP . INSPECT ON: M
TYPE OF STRUCTURE: di
Y y N/A COMMENTS
Framing
Attic Ac 22"x 30"minimum 1`? ��� (\‘
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more _
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/z(w) 16 gauge(8) 16D nails each side 1t3bv \
Draft stopping 1,000 sq. ft. floor trusses a- ‘D
Anchor Bolts 6 ft. or less on center
Ice and water shield 24 inches from wall
Fire separation 1,2,3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side Y2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
/0 -/ -ion-.
Rough Plumbing / Insulation Inspection Report .2
Office No. (518) 761-8256 Date Inspection r- -, eiv-mart:
6 4 a 7 LI
Queensbury Building & Code Enforcement Arrive: ►1 n , . , �. 107/1;00 m
742 Bay Road, Queensbury, NY 12804 Inspector's In . x
S � ��c�-s�- pp(p - �3a.
NAME: PERMIT #:
LOCATION: 1 �a �til -t:yt,t
; ' INSPECT ON: -- q
TYPE OF STRUCTURE:. n �,,
' 'r • (44-/J0 • 31-2,3a, 3 i5, 33.6
2_ I 5F---__E---c-\c)c.)
Y _ N N/A
Rough Plumbing / Nail Plates
Plumbing Vent/ Vents in Place
1 1/2 inch minimum Drain Size ,
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet / change of direction
Pressure Test
Drain / Vent
Air / Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
@,/Air/ Head
.I for 15 minutes
Insulatio / Residential Check / Commercial Check /
71
C-Proper lent, Attic Vent .
Duct/ Hot Water Piping Insulation
If required unheated spaces \( 1
Combustion Air Supply for Furnace
Duct work sealed properly/ No duct tape
le
COMMENTS: -(�Ai3J11�G R ECk--1 _ -- l1___..4._k
TRO5'h REP. t R
L:\Pam Whiting\Building&Codes\inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
May-31.2007 07:05 AM 0631 84 Lumber Malta NY 5188995687 2/2
05/31/07 06:33 FAX R0MAR0 2000 LTEE 0]002
JOS •` il?LW4 Tn1r.Typn -" 01y Ply ButdlRDSRoporTlC ,
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Ramoro 5trudurtln.FiWleleram 8,4001 O 1 E 210,4 MfTaklnmeatier.Inc.*elm Ittt21)J1Ai3:SO 2007 P.ec 1
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APPL' 2X4 8'-0•SPF NO.2 SCAB TO acing SIDES OF TRUSS
CENTRED ON BREAK WITH 2 ROWS OF 10d(3„X 0.121"}NAILS
10.-0 SPA O 4.0'0.0.FROM EACH FACE 4t-e-o
511F-i 3.10.4 I 16.0.19 t -,,,, 22-2-4 I-• 89.11.0 i _ .40-7_12 4o-1041
P110/frets(KY): (e-0e..o_0 10j.Iau�12 ti,2;01,4 .10.4-12 0X.01 unto-a-2,P.-a iy(__ ,
LOADING(Psq BPACINfsl 2-0-0 CSI DAIL In (IPQO &doff L/d Pl..A7ES 13RIP
TCLL 53.9 Ratan Inoresso 1,1 TC 0.92 Vert(LL) -0.24 R-T >89B 360 MT20 107/144
(Ground Snow=70.0) Lumber Increase 1.1 BC 0.82 Vort(Tl..) -D.20 Q-R >999 240 M1120 1971144
TOOL 9,0 Rep Stress Incr YEP WS 15,91 Merz(TL) D.15 id fin n/tt
BOLL 0,0
_BOD 44 -Cods IBC2000(AN619S (Matrbc) tMnd(71) 0,05 R-T paw 240 WeIgi1:220Ib
-
LurgeER iaRACI1411
TOPCHONn aX4SPP No.2•Excopl• 'fOPCHCRO sheathed or 2-4-6 ospuffins,except
A-D 2 X4 SPF 165RP 1.5E,J-M 2 X4 SRF 16501=1.50 2-0-0 oc pontos(a-2-1 max.):F-H.
BOT CHORD 2 X 4 BPF 2100F 1.8E'Except' BOT CHORD Rigid tering directly pFplled or 10.0.0 op bracing.
P-5 2 X 4 SRF No.2 WEBS 1 Roy at litId(51 E-T,1-0
WEBB 2X 4 SPF Not 2 Rdwa nt 1/3 pti 0-U,K-N
Y-5raaa: 2 X 4 SYP No.3-E-R.G-R.G4,141
Rohm T and I braces to narrow edge or web with 104 Common wire
lrallo,9In o.o„wtln 41n minimum end distance.
Brace meat cover 90%Of web length.
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Mex pfiRU=9�lo3c1 aad rise 7),N=•8A(IGC.7�t moo 8)
rdgx Grey Ue3641(load ce8p 2).NK7041((oed 0656 8)
FORCES (ib)-Mesdmum Com prooelen/Matmum Tens on
TOP CHORD 8.51..41410,62.0783/6-1.C-13=-4259 29,D-Esz 3749/144,E•fl 44341149,F-04-8348/181,0-H=•254E/151,
H-Ii34341143,I-J-374731144,..1-K=-491129,K-L..-783/04,I.-MK-414/0
MOT CHORD A-1)=01454,T-Ur-177/3484.S TQ-117/3187,844-11913191,O-R=-54/2609,P•a=orat91,0-N1141011 N.Os-7/3484,
M-14=0/454
WEBS B-U-617/168,0-U6-3057/54,C T,.29;1/245,E-T=721355,ER=10081182,F•R+•14f1077,G-R^-89'1l1 Be,
Gate-084!180,x-0.-14/1077.I•Q=1008/13z,I-0=731355,K-0=481/243,K-Nio-3397/68,L•44=-917/te9
NOTES �' N1
1)Wind:ASCE 7 88;80mph;hath 5f1;TRDL*4.Epsf:BCQL=6.Dpsl°C:�t6gory It;L'xp b;enoloaUd;MWFRS game and zona;canlilevef telt Q
and right exposed;end vartlaol loft and right exposeq;Lumber DOLC1,92 ptatd prlp D0I..1.23. ca r $
2)TOLL:ASCE 7-08;Pgo 70,0 psi(ground snow);P[15 ,9 pry Oat rd6T 0nEW);Cetagory II;Exp 8;Partin Bea.;X1.1fie,'( 4
3)Unbalanced trim rotas hays been considered for thio design. 41r
4)Provide adequate dralnagatopeeventwale;ponding. /74-
kr • 4: t- '
6)Tars truss nae been deaipnod far a 10,0 psi bottom chord live load nonomiourrerrt with any other live loads. i y„ g l++i?a -- ' �[st „#j*
t5)All pietas aro MT20 plates untss otherwise cldimtodl s ,l•' ti , �d •4)
7)Provldo maehariloa1 connection(by others)or truss lu hearing plate capable of withstanding 94 lb uplift el JoIrtt U 3110 84 lb upiifl at to: �
joint N. —,.`I--
8)Dc1tgr1 requires purlin6 3t oc 2004786 Indleeted.
LOAD OAB6(0) pllandtrcf .4 ,'',":”,1:
tAtrE13814' te,
May 30,2007
WY/1i1.
,,,c,y r wan yarameurs End ri ji circ O?21 167787 yspa /acres neje Ji ri,Ord EUOaAd livid Ti73 82 Q2 022.
TäENco
Rcrpn call rune 47{6,..878 aurax oa71nee101%IN4 dnlpn h bl7ioa any upon puts nstessshm.a,bnd n tarsus InClvlauat bvedlro regrr,paaassr.
App&�Sillf or M1I41 parart:lien and preovr iusurporollmiorCOI ,,lxrnenl is reapon, 4by Wafting:WWII'Ile i INV da,enar.Eradrm:ho,+n
Isfor 1plaotwpponori,&'ldualwebrrutr,h,lnorgy.Additional lomoc/vybrccalolo!taro fattish,3 samtr•uullanhOa=spun:nrelhofthe AM111a1Nlrlalu
d(r,2ror.AddnlatIar;lemon dnlbrovtnli El Inaovarou Erudv�rqI bthe rmpondbi0ty at the building elstlo , e,Benarul auldance reoordtnpl
Iabrlsal�n.q0015),tunlrol,r40rCJa,cisAary,erection and 1aci Org.cansull AnSUfilt euallly Glhnle,DWI?051186511 OvrldIl 1 COMP 010401410Read
Sarctylnfomta5arl gVal6bla horn TN„Hell In,IIIVIy,861 Dohhorno Drlur.Modlsen.WI6t2719. edantaa,No 27922
/ - :i3 A .
Queensbury Building & Code Enforcement - Res'. tial Fesi al Inspection
Office No. (518)761-8256 Arrive: 2.7. 0t
;a11: 2,,:-Lica-: tar
Date Inspection request received: Inspector's Inttia i
NAME: S '1 1'Vetr /�. . P' ' IT#: At * _ _ ,
LOCATION: i t ) //Q L LS P • ► : a — Z
TYPE OF STRUCTURE: 3
Comments
Yes No N/A
Building Number/Address visible from road
//' '-' :i: :g::?:4: ._
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake ! `
3 inch Plumbing Vent through roof minimum 6 inches V//
Roof Complete/Exterior Finish Complete V
Platform at all exterior doors
Guards at stairs, decks,patios more than 30 inches above grade /
Guard at stairwell at 34 inches or more fj
Guard at deck,porches 36 inches or more ✓
Handrail Termination at Newell Post or Wall /
Interior/Exterior Railings 34 inches to 38 inches ✓/
Interior Handrails @ stairs 2 or more risers /
Grade away from foundation 6 inches with 10 feet /
6 inch clearance to sill plate ✓//
Gas Valve shut-off exposed/regulator 18 inches above grade i�
Interior privacy/trim/doors/main entrance 36 inches ,//
Bathroom/Kitchen watertight o//
Safety glazing/Window in stairwells safety glazing
Interior Smoke Det tors: /
Every level: Every Bedro i/
/
Outside every bedroom/ea: /
Inter Connected: Battery backup: ,/
Carbon Monoxide Detector /Attic access 30 inches x 22 inches x 30 inches(height)in accessible area /
Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq.ft. vents �/
Bathroom Fans,if no window /
Plumbing fixtures ,//
Foundation insulation ,/
Floor truss,draft stopping finished basement 1,000 sq. ft. /
Emergency egress below grade / ,/
Gas Furnace shut-off within 30 feet or within line of site ✓
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boileryl
Relief Valve(s) installed/Heat Trap/Water Temp 110 ./ /
Enclosed Stairs Sheetrock Underside minimum`W'Gypsum ✓
Basement stairs closed rise>4 inches f
Garage Floor Pitched �//�
Garage fireproofing/3/n hour fire door/door closer / f
Duct work Sealed properly _ f /
Gas Logs in Sealed or Glass Enclosure r
Final Electrical
Final Survey Plot Plan ‘V(//
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required `
Flood Plain Certification, if required
V ,
Okay to issue C/C or C/0 [Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised 100405.doc
1 -3
Inspection for Permit to Occupy 54-1, - --
Fire
Marshal's Office Request Recd AE!:).____ Permit No. /
Town of Queensbury
742 Bay Road Time: 2" P1
Queensbury,NY 12804 Scheduled Inspection Date: �
Phone: (518) 761-8206 Business Name: �L'��S '.,�.
Fax: (518) 745-4437 Location: V7 W/Z/Iii4 ---'/ f
Type of Inspection N/A Yes No
EXITS:
Exit Access COMMENTS
Exit Enclosure
Exit Discharge
f 7
EVAC Plan - /01f2/6552___AISLES:
Main Aisle Width
Secondary Aisle Width
EXIT SIGNAGE
Sign-normal
Sign-battery
EVAC signs in rooms
TRUSS ID SIGNAGE X
EMERGENCY LIGHTING
FIRE EXTINGUISHER:
Hung
Inspection of extinguisher
,Hydro exting ' hr
34Z09_
FIRE ALARM SYSTEM
Fan Shutdown
Fire Sprinkler System
Fire Suppression-kitchen _
Fire Suppression-Gas Island
Hood Installation
Interior Finishes
Storage
Compressed Gas
Clearance to Sprinklers
Clearance to Electrical j
Electric Wiring Enclosed A" f iv PeK4/
C-j If
Combustible Waste
Vehicle Impact Protection
Fire Lane
F.D.Signage-Utility Rooms
No Smoking Signs _
Maximum Occupancy Sign
Emergency Evacuation Plan
Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy)
o Denied
❑ Call for Recheck /if ,Inspe• ed By: r,Ak
L:\FireMarshal\insptopermitto occupyform.doc
Willows Adult Living Center - The Cottages
Lot 8, Baybrook Professional Park
44 Willowbrook Road
Building Permit No. Building Number 4 units per building
2006-228 1 30 ( -- 3 QLL
2006-229 2 3a 7
2006-230 3 )4'7 3(0 6l7
2006-231 4 3 ?- Ar 3/3 /r
2006-232 5 .- 3 O-- S $
2006-233 6 32ç37-
2006-2343a 7 5 3,4 0 5 7((
2006-235 8 ' Iy 3S X35 g
1
April 26, 2006
Town of Queensbury
Building & Codes Office
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