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2006-234 I i ` TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Q ry, r Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20060234 Date Issued: Thursday, September 06, 2007 This is to certify that work requested to be done as shown by Permit Number P20060234 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 f_1 /. owner of the responsibility for compliance with Site Plan, Variance, or f 6 1 other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY (EL 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 7618256 BUILDING PERMIT Permit Number: P20060234 Application Number. A20060234 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 constrict 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 QueensburyZonmg Ordinance. Type of Construction Value Owner Address: WILLOWS SENIOR RESIDENCES, l Apartments $140,000.00 536 BAY Rd Suite 2 Total value $140,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency SCHERMERHORN RESIDENTIAL HOLD 536 BAY Rd Suite 2 QUEENSBURY,NY 12804-0000 Plans&Specifications BP 2006-234 Building No. 7, 4 Apartments Building No. 7 size: 3,940 sq. ft. (one floor only) Apartment Numbers: 325, 326, 327, 328 Willows Adult Living Center-The Cottages 44 Willowbrook Road, Lot 8 Baybrook Professional Park $551.60 PERAUT FEE PAID- THIS PERhHT 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 Que b , 4 W ay 24,2006 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement _ bi-cts , 7 OFFICE USE ONLY ,^/ / TAX MAP NO. 1 PERMIT NO. 6-013`r FEES: PERMITV)/'' RECREATION 12 ENGINEERING a (1151) (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:-5G/:-/qWJi /Pini OWNER: c_911I'()7i ADDRESS: 33'0 64y X:17 7 ADDRESS: /7/1� PHONE NOS. 7'6" oc 7(( PHONE NOS. `9//"! CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Pime6ey PHONE: .36/--2 72 LOCATION OF PROPERTY: " /hLOIt groo • . SUBDIVISION NAME: 177196571,94/2-7./ W/2,tap..5f�"P()412/44 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR z cc 0 PROJECT O � p � w J 0 = = o ,� LL = 0Cv Z < < :- �N � OLL O CL 05 SINGLE FAMILY TWO-FAMILY 74177 MULTI-FAMILY 11 " \ (NO.of UNITS 43*.5-G TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: Na OO FUEL TYPE: HEAT TYPE: #10 *HOW MANY FIREPLACE(S): C AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION:____P7::, *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town 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 e 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 T CALL 761-8256 OR EMAIL codesaqueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION • • www.queensbury.net Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Foundation Inspection Report Office No. (51 t3) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /Zrrd am/pm, Depart: am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials: V NAME: 64,) IU'Y PERMIT#: aa " LOCATION: I5 `p INSPECT ON: TYPE OF STRUCTURE: Comments M _ N I N/Al - 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 k A./ 11/45 Reinforcement in Place Foundation Dampproofing k'eo/ s``jvi( J 4" Foundation/Waterproofing Type of Dampproofing/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:LSueHemingway\Building.Codes.Inspcction.FORMSWoundation Inspection Report.doc January 28,2003 Q - 1110 Nb 6 .-26- 06 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio -quest re i •d: `Z —/!u� Queensbury Building&Code Enforcement Arrive: " , am/pm s epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's ti. -. NAME: ��<'i — ___ P:• IT#: b 6 -2* • LOCATION: i,�f; Orp t..15 SPECT ON: 6- 2 0,6 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. Materials for this purpose on site. Foundation/Wallpour Reinf cement in Place Wetit Footing Dowels or Keyway in place Foundation Dampproofmg C� 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 10 _ 12_ -2 l eg Foundation Inspection Report Office No. (518)761-8256 Date Ins'-ction r-s - ei -d. --2s=- O‘ Queensbury Building&Code Enforcement Arrive: Depart: t . 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini A NAME: iLdtI I S P I T• LOCATION: SPEC o► �/,�cENT TYPE OF STRUCTURE: I _ Comments Dv� Y. N N/A Footings Y 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 CAS:),-- Z-77 Footing Dowels or Keyway in place BLDG Foundation Dampproofmg �D t MN;taN Foundation Waterproofing VCAC-Agb ©• 4 j Footing Drain Daylight or Sump �1 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 Reportdoc Last printed 12/20/2005 9:24:00 AM I "3 r i Y _30-- 66 Foundation Inspection Report z. Office No. (518) 761-8256 Date Inspection re, - :' et: t) ) - 06; Queensbury Building&Code Enforcement Arrive: 7,-,To Depart: 7...; 7 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi •/ (_ . NAME: IN)�� S RMIT#: �0(, 2,-)4/ LOCATION: Lit? oi tx-c INSPECT ON: 3r-,-(i(-, 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. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Placex- 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 -- rue e-g -(26 Foundation Inspection Report Office No. (518)761-8256 Date Inspection r-4 •- :ceiv-. 7 —0 Queensbury Building& Code Enforcement Arrive: NIA-, r5P, D epart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: J —' NAME: 10, 01111:Rmn#: LOCATION: i,c ; I,e13b(bF K INSPECT ON: f --8 TYPE OF STRUCTURE: )`(-1 ) -C-:5 Comments /A ( ;oots ) Q v A.CiNA "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 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 request received: Queensbury Building&Code Enforcement Arrive: am/ m Depart:/ • ' /pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ft NAME: Wl /[p 1,:►S (7) PERMIT#: LOCATION: _ INSPECT ON: .� TYPE OF STRUCTURE: op- Comments Comments Y N N/A Footings Piers Monolithic SIab 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 l c� 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request•rec: v Queensbury Building & Code Enforcement Arrive:3=76-o a ey `�� •art:ti3�h 3 am,W) 742 Bay Road, Queensbury, NY 12804 Inspector's Initials, NAME: PERMIT #: 0 -23/i 13 ,r-1 i 1i'r�c� ba5c,K INSPECT ON: --5--0(Q TYPE OF STRUCRE: 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 .S.I o 5 minutes Insulation / sidential Check / Commercial Checl(CowD CCA*k 1 _ Proper - t, 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:\Pam Whiting\Building Rc Codes\lnspection Forms\Rough Plumbing insulation Report.revised Nov 17 2003.doc Revised February 15,2005 (iD i ce) /0 - 17 (D/ /X . Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req -s. - -iv- Queensbury Building & Code Enforcement Arrive: ► alt epart: __\1: 113m 742 Bay Road, Queensbury, NY 12804 Inspector's Init -• ' NAMETK- 1 S PERM (#: (�-2, LOCATION: Ic INSPECT ON: 10 -t 0 -flo 1 TYPE OF STRU RE: , t3b\7F-C.TVCr,-:) 1") 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 .Ror . minutes Insulation,, Residential Check, Commercial Check _ .•-r ent, Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS:ENTS: FO 000B 1 10I3v �l� TtOV R ���D BAC L_L_ nP a \( L:\Pam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 /-3 bA)1 D/V V ` Foundation Inspection Report Office No.(518)761-8256 Date Ins1gecti n r•qu-: � - L Queensbury Building&Code Enforcement Arrive: . p VDepart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Lr) 'a 7 NAME: PERMIT#: LOCATION: INSPECT ON: 6f(12-5q--V) • TYPE OF STRUCTURE: _ -Oar-. • 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 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 Back-fill-A.. s •. lu( minUnerSinb FTy 'ast/Copper " O''l1, oundation 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 /--3 /Dh y Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request -I: Queensbury Building&Code Enforcement Arrive: 3-30 a Depart: 3~y� pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi. . NAME: I) /6.33 PERMIT#: 20064 -2---?),/ LOCATION: Y___£,t S� h.j;Z :2s .) FD[-Ar INSPECT ON: rk-o I -D 0 TYPE OF STRUCTURE: ./\ _ 2-- 1) OR, ,,,,,,73 Comments Y N /NIAFootings / /Piers 7---- onolithic 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 7)/s FounVCdation/Cast In/Coppersulation 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 hest 'ce. ed: Queensbury Building&Code Enforcement Arrive: 1:- ar / m Depart: j pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial \.., i NAME: - 1-.1-A t . \ �' ��7C P,'RMIT#: 1:-_;(c.7' - Z: '-I LOCATION: y Lk w u B ;O� r,iC (2,D INSPECT ON: l Z. - y -LA(, TYPE OF STRUCTURE: 2— 1 NJ' c'E_c—`-`0‘,0Comments & I Y N N/A ,/i.Footings ✓ Piers onolithic Slab .✓ V 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 0r Foundation Insulatior iteriotJ-Exterior R- tO 22' V r'l i\ 1_1 r& E-V-7)(.;E-- 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 . ( ,' i��,�, //1,7 / Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection r- ceivt Queensbury Building&Code Enforcement Arrive: •* Dy.` r .1.�• 742 Bay Road, Queensbury,NY 12804 Inspector's Initia . NAME: (; / 01/3,5 PERMIT#: 06`-2 / LOCATION:1-6 tA..hi Oc, bax.' INSPECT ON: I "' m-0-1 • TYPE OF STRUCTURE: vw1rv‘oAc.-1 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 Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses —,Aryel Batt - . less on center / CIce and water shield 24 injhes from wall V Fire separation 1;2;'3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation i House side%z 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 Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection reest r- •- •: l� ~/3 d Queensbury Building & Code Enforcement Arrive: L . ,, a.. ,; ~- • . : Z',h .�/�7✓ 742 Bay Road, Queensbury, NY 12804 Inspector's Initi. -: • NAME: I t}E b.-) tl� t�`�� PERM. #: �00�'- a 3c-/ LOCATION: 6. '7 ( r,`I1w64,1 SPECT ON: • �4 0 TYPE OF STRUC1RE: � ix.r�o-lam 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 P.S.I. •r . • ft. above highest connection for 15 minutes Pre sure Test W. -r Supply Piping P.S.I f minutes ion / 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:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing insulation Report.revised Nov 17 2003.doc Revised February 15,2005 /zo/o7 Framing / Firestopping Inspection Report Office No.(518)761-8256 Date Inspecti. e•+es •ece• ed- Queensbury Building&Code Enforcement Arrive: • �o• .!>.art: 742 Bay Road,Queensbury,NY 12804 Inspector's Init..ls: - NAME: p��'tn>°�� !L �`ti PERMIT#: LOCATION: 4-11'/IO r J • INSPECT ON: ►-filln. TYPE OF STRUCTURE: Yy N N/A COMMENTS Framing • cess 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 Metal Strapping for Notches Top Plate 1 '/z(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 ' r ate , our Firestopping v/ kz., on sealed 9J�t �U�1� 16 inch insulation in cavity min. vt� Garage Fire Separation House side 1/2 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 41 Rough Plumbing / Insulation Inspection Re ort Office No. (518) 761-8256 Date Inspection request r:---* e.. a Queensbury Building & Code Enforcement Arrive: =. _ • , �ep• : t �,�m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s. NAME: 01 / $ PER 1: 031- LOCATION: LLOCATION: HL( (AAI au (Sroc' K, 1r INSPECT ON: 2 _7 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 Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes 111 Pressure Test Water Supply Piping Air / Head • 50 P.S.I for 15 minutes \..!: sulation / Residential Check / Commercial Check V-6R1,0 Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation 3% c u If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:1Pam Whiting\Building&Codes\Inspection Forrns\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Inspection for Permit to Occupy Fire Marshal's Office Request Recd Permit No. N 2- Town of Queensbury 742Bay Road • Queensbury, NY 12804 Scheduled Inspection Date: ! 6 � Time: 3• b 7c-1/711 Phone: (518) 761-8206 Business Name: /'vSlFax: (518) 745-4437 Location: zf/� 4)4i�kv2bQ#(6-5icp Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width 415' 32 5, 326 327) 32g Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHT S elcr 121 F*f C� RE NGUISHER: Hung Inspection of extinguisher Fire Marshal In don Complete FIRE ALARM SYSTEM CS Toy be i `L with Fan Shutdown 9 approval Fire Sprinkler System } - Fire Suppression-kitchen Fire Suppression-Gas'Man SEP 0 6 2007 Generator Hood Installation Elevator arshal Interior Finishes Town of Queensbury Storage Compressed Gas Clearance to Sprinklers ,,' — Clearance to Electrical �l Electric Wiring Enclosed/Labeled .. 2 Pt& Combustible Waste Vehicle Impact Protection Knox Box /7 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 th= -- ificate of Occupancy) a Denied / call for Recheck ► inspec ed By: Al V L:\FireMarshal\New Folder\permitto occupyform.doc 7k)/(5 Multiple Dwelling, Hotel, Motel, Aparfme Final Inspection Report Office No.: (:,18)761-8256 Date Inspec1i re. e - Queensbury Building&Code Enforcement Arrive:3'P= .la pm Depart:', !im/& 742 Bay Road,Queensbu , NY 12804 Inspector's Initials: NAME: 1 (i-�S . PERMIT#: o6-234/ . . LOCATION: Sitl(C� ?. , DATE: V/ N NA COMMENTS: Chimney Height / "B" Vent / Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete Exterior Finish Complete / Finish Grade 6" In 10' Drop ‘L// Interior/Exterior Railings 34 Into 38 in. / 36" Landing, Decks, Porches Exterior Handrails, Balconies, Landing 30" Or More Interior Handrails Balconies / Landing 30" Or More Interior Handrails Stairs 1 or More Risers ✓ / Guardrails 42", Ballisters 4" Minimum Spacing ,/ Vestibules For Exit Doors > 3000 sq. ft. Doors 36" / Lever Handles V7/:7 Headroom 6' 8" on Stairs Bathroom / Kitchen Watertight Smoke Detectors: Every level, Every bedroom Outside every bedroom, Interconnected Battery Backup Carbon Monoxide Alarm -lowest sleeping level Bathroom Fans / Plumbing Fixtures Complete Foundation Insulation Fire Separation, 3/4, 1, 2 hr. Fire Walls 1, 2, 3 Hour / Fire Door 3/a, 1 1/2, 2 Hour Handicapped Accessibility / Handicapped Parking/Signage Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed / Regulator 18" Above /.// Grade Gas Furnace Shut-Off Within 30 ft. or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace / Hot Water Heater Operating / Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve, Heat Trap / Water temp 110 Degrees Max. ✓ Garage Fireproofing Complete, Penetration Sealed Furnace In Separate Room / Protected (In Garage) Light Ventilation per Room /Safety Glazing Attic Access 30" x 20" x 30" (H) / Crawl Space 18" x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan / Flood Plain Certification, if k9q. 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