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2006-231 .4141411111 TOWN OFQ UEENSBURY 742 BayRoad,Queensbury,NY 12 9 804 S 02 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20060231 Date Issued: Tuesday, August 07, 2007 This is to certify that work requested to be done as shown by Permit Number P20060231 has been completed. Location: 44 WILLOWBROOK Rd 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, (...- 4tri)/Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement44-- Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060231 Application Number. A20060231 Tax Map No: 523400-296-012-0001-027-003-0000 Permission is hereby granted 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 QueensburyZoning Ordinance. T=e of Construction Value Owner Address: WILLOWS SENIOR RESIDENCES, l 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 2006-231 Building No.4, 4 Apartments Building No. 4 size: 3,940 sq. ft. (one floor only) Apartment Numbers: 313, 314, 315, 316 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 TowfwW *Ny-,May 24,2006 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement l: OFFICE USE ONLY TAX MAP NO. �J/ P.-MIT NO. FEES: PERMI1 L 1-c(c 4f" RECREATI• � ENGINEERING ,�f�r� :y 455 7 , (If applicable) r" ``� . 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: L/lireAPeMe K OWNER: ADDRESS: ,c3C SP,9 y 42D ADDRESS: 19/' /- PHONE NOS. 7y6"— O4,7L/ PHONE NOS._ CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:,./7,��/«V PHONE: ,761r737,7? LOCATION OF PROPERTY: 4-7 1,14/ L oI' /t 0° SUBDIVISION NAME: t'n & / ev..&t5 „57pGz-7-72/e/A4 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0CC 0 Ci PROJECT g 0O p • J O Lu Z < < 1- � NQ) ou F2 airs SINGLE FAMILY �t TWO-FAMILY !� f / MULTI-FAMILY ! \/ J 3 (NO.of UNITS )J 1 TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: /44i2tO FUEL TYPE: a HEAT TYPE: /111 *HOW MANY FIREPLACE(S): a AND I OR WOODSTOVES(S): 0 ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: *Please complete a separate Application for'Fuel Burning Appliances&Chimneys'available in our office B 3-LGL 11-05 gTown 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 codesAqueensbury.net I VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net ita Town of Quer.. shiny • Community Development Office • 742 Bay Road, Queensbury, NY 12804 i F Framing / Firestopping Inspection Report ` U C` Office No. (518) 761-8256 Date Ins.ectio re• �r- f ce. es. /7 v - Z-t„........t Queensbury Building&Code Enforcement Arrive: . �•� i .art: alli�,, ''�rs'!r 742 Bay Road,Queensbury,NY 12804 Inspector's Initia i--.-- ' �kerIIV`e�k0 / NAME: PERMIT#: ��'� LOCATION: MR gli (,t.3' INSPECT ON: • lir o TYPE OF STRUCTURE: 10,7 7_— o 0._6? _r_..---\—\ Framing Y N/A COMMENTS Ze r t\QLL / lc ss 22"x30 minimum / Jack Studs/Leaders �/// 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�au� 16D nails each side Draft stopping 1, 12:- D -re��!>r�.\/// 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 %2 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: . • I / Queensbury Building&Code Enforcement Arrive: _am/p�n[7( Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials )1" NAME: I il_ A ti`s J �+ ' RMIT LOCATION: MN INSPECT ON: TYPE OF STRUCTURE: t • o r' 7 31/ov . omments I Y N N/A Footing o fr OA- 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /O /Z 7),5s y ,?--a/ - �6 Foundation Inspection Report Office No. (518)761-8256 Date Inspection r;•uest r;ce. •. — 1 —f1 Queensbury Building&Code Enforcement Arrive: -t�0 ' Depart: Waam/p� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia .. NAME: 01 I �.D S 'ERMIT#: Q 6 - 2 1 LOCATION: j,�j 1p�j' �! INSPECT ON: 8 -66 TYPE OF STRUCTURE: Comments Y N N/A ►J c � C- \ Footings Piers Monolithic Slab 1N 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:\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 Ins tion req - -•-ive u. r o' Queensbury Building&Code Enforcement Arrive: ,7 (� . pill.' Depart: ';,-.3b . 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: .J, 11 c k-c) -V/1-1-0/A or E• T#: � � - (2-30 -Vt. LOCATION: G , ) _ y, 1►:PECT ON: J //d TYPE OF STRUCTURE: Comments ((r:: bf)g- Y N N/& Footings \flQ` 14 -3 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:\Building&Codes Forms\Building Be.Codes\Inspection Fams\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM / 0.-- 12_ ER / Dil\/ ?- - 06 Foundation Inspection Report Office No. (518)761-8256 Date Ins ection re.u. -. ed: • Queensbury Building&Code Enforcement Arrive: \(`j:F'(�1 Depart: r jamW• 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: - NAME: L ?( S T#: �6 1 LOCATION: .5 rc LJ INSPECT ON: J - og 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. . • ;_.0 ..se on site. Foundation/Wallpour Y/ Remtorcement in Place Footing Dowels or Keyway in place Foundation Dam roofing L�1 PP 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\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 3 ( cUO) l,� fossil /e. E E5. 0©--22. 0C Foundation Inspection Report Office No. (518)761-8256 Date Insp Ftio request received: Queensbury Building&Code Enforcement Arrive: Zp �Q _Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspect rsInitials: "Lk/ -� 00_ 2S 1 NAME: Wt 11 s PERMIT#: r22 --(5 LOCATION: 1,..D 11iCOk INSPECT ON: TYPE OF STRUCTURE: Comments N N/A Footings ' 4 /%av`r(,JC, Piers ORCkL, • Monolithic Slab Reinforcement in Place The contractor is responsible ffr 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•\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 InsRection re. -st r-,eiv-.. 9 Z 6,6 Queensbury Building&Code Enforcement Arrive: 9Q. - Depart: am/ m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: tci I U 5/SO? gi ""Y[T#: ?-,c)(26' )- 3 LOCATION: l/L1 1.4/4 I G cli 3ic1a0A y SPECT ON: yzy� TYPE OF STRUCTU : 6 qb• Comments Y / N N/A Footings Piers 1( Monolithic Slab Reinforcement in Place . . .n. , . • providing protection from freezing for 48 hours following the placement of the concrete. t (12(1 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 f.J Queensbury Building & Code Enforcement - Resi. -ntia 'nal Inspection Office No.(518)761-8256 Arrive: p D.',• : sp 2 am/ Date Inspection request received: Inspector's Initi• :_/A NAME: ./U V . 11'i T#: LOCATION: lf� ,wr 1�� TE: NN TYPE OF STRUCTURE: Comments _ Yes No N/A_ Building Number/Address visible from road c-- Chimney Height/'B"Vent/Direct Vent Location Fresh Air Intake G / 7 - Q 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more 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 Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/,hour fire door/door closer Duct work Sealed properly • led or Glass Enclosure Final Electrical Ve JALSG '' `7A-106 7 of Plan As Built Septic System/Sewer Dept.Inspectio ticker Site Plan /Variance req ] Flood Plain Certificati• if r uired Okay to issue C/C o C/ SA Temporary/ ermanent L:\Building&Codes Forms\Building&C es pection Forms\Residential Final Inspection Form revised_100405.doc (AINIul C Zm°D`� x w A Z O 0 0 z G3m9�Z M m m �: -D NUNN 5 5 5 Bo � C11 , — O, r: A A o 0 0 m v v O A A M T o o 0 z U)o p m m m Z z Z c) c) c) o z z z 9 x M m m o 0 0 KKK zzz (AINIul ZAC) X C Zm°D`� A. �< mAg� Z O 0 0 z G3m9�Z cn IDDW X00 �: -D NUNN Bo � C11 , — O, r: ZAC) X C Zm°D`� A. �< mAg� Z O 0 0 z G3m9�Z cn IDDW X00 �: -D PU y Om C D O O M 2 L O x z C y m of z z y gzj m -I tmn f*1 N T• -° :° m O Z U Z D n m I z ADC N rn tb� m O x0c M N O mr1l II-- o N ; I rn on� cn ; m ? m -I Z M Z '0 O O N to O Z � � I*Zl 0 co °o 0 cu yam m Aa I A t�r� -➢ .. 0 r 1Y' r YryM. 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