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2006-750 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 CL Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20060750 Date Issued: Tuesday, June 16, 2009 This is to certify that work requested to be done as shown by Permit Number P20060750 has been completed. Location: 64 BEEKMAN PI Tax Map Number. 523400-290-017-0002-015-000-0000 Owner. AMEDORE HOMES a Ma Number. 523400-290-017-0002-015-000-0000 plicant: AMEDORE HOMES Owner. AMEDORE LAND DEVELOPERS LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOVN OF QUEENSBURY Townhouse Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, 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 QLJEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060750 Application Number. A20060750 Tax Map No: 523400-290-017-0002-015-000-0000 Permission is hereby granted to: SCHERMERHORN RESIDENTIAL HOLDINGS, L For property located at: 64 BEEKMAN Pl in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: SCHERMERHORN RESIDENTIAL I 536 BAY Rd Suite 2 Fireplace QUEENSBURY NY 12804-0000 Garage-2 Cars Attached Townhouse $50,000.00 Total Value $50,000.00 Contractor or Builders Name/Address Electrical Inspection Agency AMADORE HOMES 1900 WESTERN Ave ALBANY,NY 12200-0000 Plans&Specifications 2006-750 64 BEEKMAN PLACE 2358 SQ FT TOWNHOUSE WITH ATTACHED 472 SQ FT GARAGE 40 SQ FT STORAGE AND 1 FIREPLACE $381.32 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,November 06, 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 Towp of.QueensbttT, Monday,November 06, 2006 SIGNED BY ( ' 1 / / for the Town of Queensbury. Director of Building orcement ................ ........................................ OFFICE USE ONLY r•---- TAX MAP NO. — — C ,. _.J PERMIT N0, FEES: PERMIT RECREATION � i�US .................................... ENGINEERING ' ,t ., (If applicable) aU}'� 1[G AND u ' ' �U1L AND U UING ►..............:ODE,, PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & B A PERMIT MUST BE OBTAINED BEFORE BEGINNING BUILDING PERMIT REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.PPLICATION IS SUBJECT TO APPLICANT/BUILDER: '� 1 '' II OWNER: _ 'Aftm�e ADDRESS: �r r WP Awt. ADDRESS: r f1]��,�y N '',_/. iz2c�3 - ter: PHONE NOS. S/ — J �`'� /v' y j 2 2C) .. PHONE NOS, l s•/y - --/o/c) CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: P ' • k PHONE: ���CS—e432), LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPPROLY CO YOUR O QOcc d F= oC ?.1 o w ri z °a � °` $$mac o o�? z c� cn 0L 1- � a = te SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS___ ) TOWNHOUSE • 45-3 CS— BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) ) 72, OTHER �li'✓C 7.�T _ 210 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION DOST:�� _ fUEL TYPE: HEAT TYPE: ( S *HOW MANY FIREPLACE($): I AND I OR WOODSTOVES S : ZONING CATEGORY: -._3 ARE THERE WETLANDS ON THIS SITE?___4f3____. IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: ` E-R "Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LOL 11-05 Town of Queensbury• Community Development Office • 742 Bail Road, Oueenshriri, MY r)on4 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 Issuanoe of a certificate of occupancy. I have read and agree tothe above. Signed Dir. ctor of Buildin des:..761-8266 gorqr.4estions 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 hereb granted to the Applicant to erect or ter the building above This application / proposed action described herein is found to be in accordance with the described herein in accordance with said Application: zoning Laws of the Town of Queensbury. BUILDING &CODES APPROVAL ZONING APPROVAL DATE DATE .i • QUESTIONS 7 CALL 761.8256 OR EMAIL VISIT OUR WEBSITE FOR MORE INFORMATION z:m atioubu net 674' Toz0m of Queensbury• Community Development OffiCe • 742 Bay Road, Queensbury, NY 12804 OFFICE USE ONLY /L) r TAX MAP NO. PERMIT NO. PERMIT FEE RECEIVED APPROVALS: ZONING TOWN CLERK AUG 2 g 2006 __r, QUEENSBURY APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: G AND CODE A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: kind of2-L thihe'S INSTALLER: 44 /le— '-e.w`G-t. Sli ce„..... ADDRESS: Jo (N e7)*----- a s ADDRESS: PHONE NOS. 5 (`7 - CIC PHONE NOS. „ 7' LOCATION OF INSTALLATION: ! NO.OF RESIDENCE INFORMATION: YEAR BUILT BEDROOMS x COMPUTATION= = TOTAL DAILY FLOW ••••— GARBAGE GRINDER 1980 or older ; X 150 gallon per bedroom = INSTALLED? 1981 -1991 I X I 130 gallon per bedroom = SPA OR HOT TUB 1992•present 1 1 X , 110 gallon per bedroom _ . ; INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. I NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN i ill APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. !! ....................................... For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, 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 with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary ewage Disposal Ordinance. codes Clqueensburv.net IVISIT OUR WEBSITE FOR MORE INFORMATIgN ,/iL ( q/ ,2 www.queensburv.net Signature of Person Responsible ate A..''. Town of ueensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ‘'/e. �D 9 NAME: LOCATION 4 PERMIT#: 0 6-757) Final Survey Plot Plan Approved Denied The attached final survey has been received by the D . of Community Development. Upon review the survey has been. Craig it rown oning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE: HAVILAND ROAD 5UBDIV1510N BY VAN DU5EN + 5TEVE5 DATED OCTOBER 14, 2005 LA5T REVI5ED MARCH 16, 2006 a W ALTERATION OR ADDITION TO A SURVEY & S ca - surveyors <r o W AGENCY AND LENDING INSTM17ION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITURON.' 0 New York Lic. No. 50135 w l u) 0 Z a A 5PHALT DRIVE ASPHALT DRIVE S78021'14"E 129.54' LOT 15 AREA 7,832.42 sq, ft. 0.18 acres PORCH 2 STOPY WOOD FRAMED TOWNHOUSE i N72°3010511W I 125...33 , j2_011, I " PORGH LOT 17 LOT 16 Map of a Survey made for Michael G. & Linda J. Demas Lot # 15 Haviland Road Subdivision Town of Queensbury, `'Farren County, New York H.O.A. 1 6/16/09 1 CERTIFICATION NO. DATE I DESCRIPTION llo.rtei June ti, atUU i Scale 1'=20' S-1 SHEET 1 OF 1 Demas DWG. NO. 05146-15 Du S'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY & S MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209. SUB -DIVISION z, OF THE NEW YORK STATE EDUCATION LAW.' 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF F THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.' Land surveyors 'CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE E OSRNG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY 1HE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TOTHE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE RTU: COMPANY, GOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 AGENCY AND LENDING INSTM17ION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITURON.' (518) 792-8474 New York Lic. No. 50135 A 5PHALT DRIVE ASPHALT DRIVE S78021'14"E 129.54' LOT 15 AREA 7,832.42 sq, ft. 0.18 acres PORCH 2 STOPY WOOD FRAMED TOWNHOUSE i N72°3010511W I 125...33 , j2_011, I " PORGH LOT 17 LOT 16 Map of a Survey made for Michael G. & Linda J. Demas Lot # 15 Haviland Road Subdivision Town of Queensbury, `'Farren County, New York H.O.A. 1 6/16/09 1 CERTIFICATION NO. DATE I DESCRIPTION llo.rtei June ti, atUU i Scale 1'=20' S-1 SHEET 1 OF 1 Demas DWG. NO. 05146-15 .71. I 3Cs dat.1_ Queensbury Building & Code Enforcemen Residenti. Fi :t nspection Office No. (518) 761-8256 Arrive: �_. C) aat *apart: /,-11) arn/p� Date Inspection request receive.: Inspector's Initials: /,� NAME: al ,/;_+f 1 PER rIT#: i J LOCATION: 519/111: --.a illO+.._ rle DAT Ad% —a1 — TYPE OF STRUCTU-E: ' Comments: ---_ Ye Atc N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches J Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs, decks, patios more than 30 inches above gradeWn= 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 Deck Bracing/Handicapped Ramp Compliant �� Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate IA Gas Valve shut-off exposed/regulator 18 inches above •rade Interior privacy/trim/doors/main entrance 36 inches MI.Bathroom/Kitchen watertight - Safety glazing/Window in stairwells safety gJazin_c Interior Smoke tectors/Carbon Mcnoxic Detectors Every level: , Every Bedr96m: ✓✓/ Outside every bedroo area: ' / Inter Connected: Battery backup: _I Attic access 30 inches x 22 inches x 30 inches(height) in accessible area p Crawl Spaces 18 inch x 24 inch access_1 sq. ft.-150 sq.ft. vents IIIIIIIIIIINF Bathroom Fans, if no window Plumbing fixtures 5.1111111.A1 Foundation insulation I Insulation Certification 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 A 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/2/4 hour fire door/door closer `�� .v � Duct work Sealed properly . Gas Logs in Sealed or Glass Enclosure Ft u G>;L Ft g-Er e- �� Final Electrical vV i J\ ..s, Final Survey Plot Plan c _ Arc Fault Breaker in Bedrooms _ Flex Gas Pipe Bonding _,lam As Built Se•tic S stem ewer Deft. I•.pection Sticker ,,// Site Plan /Variance re.115. Flood Plain Certification, if required 0/1/Okay to issue C/C or C 1 0(Temporary I Permanent] t L:\Building &Codes Forris\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7, 2008; Revised 6/26/08 Queensbury Building & Code Enfercenen dRedentl: Fi 4 nspection Office No. (518) 761-8256 Arrive: _\--, --c) a it separt: .2 arr f Date Inspection request receive: _ Inspector's initials: �,,A. / I - . ' _ PER /IT#: I A. - I . NAME: % 1f/� LOCATION: Ar��1► —.A 44 + __ _ ,'� _ DAT .'�,/r� —i1 TYPE OF STRUCTU'`E: _ Comments: 4" Building Number Address visible from road / �_ Chimney Height!"B"Vent/Direct Vent Location t Fresh Air Intake _ 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade _Guard at stairwell at 34 inches or moreGuard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall (/ Interior/Exterior Railings 34 inches to 38 inches J Deck Bracing/Handicapped Ramp Compliant__ i J 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 Y Interior privacy/trim/doors/main entrance 36 inches j Bathroom!Kitchen watertight _ ti// Safety glazing/Window in stairwells safe .iazin \/ interior Smoke DOtectors/Carbon Monoxi Detectors Every level: ,1 Every Bedrg6m: /� Outside every bedroo area: f ✓ Inter Connected: si Battery backup: _.,/ f 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 _ ii)/ - Plumbing_fixtures I/' Foundation insulation/Insulation Certification ✓ /: Floor truss, draft stopping finished basement 1,000 sq.ft. !J Emergency egress below grade ,/ Gas Furnace shut-off within 30 feet or within line of site • f_ Oil Furnace shut-off at entrance to furnace area / Furnace/Hot Water Heater operating 1 /� Low water shut-off boiler / �/ Relief Valve(s)installed/Heat Trap/Water Temp 110 ,/ Enclosed Stairs Sheetrock Underside minimum%"Gypsum _ f -11 Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing!'/hour fire door/door closer N _ ��� Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure ; rpt_ Fi i.c'�f - /f Final Electrical vJ� �� Final Survey Plot Plana. Arc Fault Breaker in Bedrooms •• Flex Gas Pipe Bonding As Built Septic System ewer Det. Ippection Sticker -7' . Site Plan /Variance re - Flood Plain Certification, if required Okay to issue C I C or C/01 Temporary/Permanent) . dr, L:\Building &Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08 Queensbury Building & Code Enforcement - Resident. ' final ► pection Office No. (518) 761-8256 Arrive: 2,--/-1-0 • • / !epart: am/pm Date Inspection request received: Inspector's !nib- • .1aG NAME: 4 _ P:' IT#: _ LOCATION: ' ' E: �IIf2i1 TYPE OF STRUCTURE: Comments: Yes No N/A 4° Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches /�-�U I,/b Roof Complete/Exterior Finish Complete / Platform at all exterior doors Handrail 4 or more risers 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 Railin's 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above 'rade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: _ Attic access 30 inches x 22 inches x 30 inches hei•ht in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s..ft.-150 s•.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification 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 W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Flex Gas Pipe Bonding edrooms x•-) y C`G As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required / Flood Plain Certification,if required Okay to issue C IC or C/O[Tempo ry/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised 100405.doc;Revised January 7, 2008; Revised 6/26/08 0Brien Queensbury Building & Code Enforcement - Resi. : tial Final Inspection ,/ i No. (518) 761-8256 Arrive: '.-111P141.,, I ►i�: 4 m 1� 'i' Date Inspection request received: Inspector's Initi J v NAME: @ a i- rn eS _ P i, IT#: Z — 5r0 LOCATION: 6 q -ei-fyja, R_ci, D'TE: 6- -Q'j TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road 0E -4S7 MW7 k-1,-- Chimney Height/"B"Vent/Direct Vent Location l Fresh Air Intake J/ &F-A i 3 inch Plumbing Vent through roof minimum 6 inches ,e7 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 / ? NAI.SPv_A«- Z, FLOOD Interior/Exterior Railings 34 inches to 38 inches ✓ 7 ji-pttP-17 Ni- Top k5 TC Interior Handrails @ stairs 2 or more risers �.� Grade away from foundation 6 inches with 10 feet ✓,f ----7 hk--\,0 6 inch clearance to sill plate /Gas Valve shut-off exposed/regulator 18 inches above grade > WPI P-N« dt 5TEP17 Interior privacy/trim/doors/main entrance 36 inches ReaL�S � Bathroom/Kitchen watertight FQ.ot* oFNCk '19J-7 Safety glazing/Window in stairwells safety gl ing ,/ / - Interior Smoke D ctors: // Every level: Every Bedroom: atr ✓✓✓ Outside every bedroomea: ////// Inter Connected: ,/ Battery backup: — ?-E\t•L7--cR k.--� `i27P.AXt0 Carbon Monoxide Detector Q ove_' > 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 LP _C IQ17 .45W----V.-A__ Bathroom Fans,if no window W it&2 _ Plumbing fixtures J _dtft-rt��� Foundation insulation ?ti1EflTC+J v� t2-1`A tiw5t)L. Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade ✓ �'c R R�+A g "J Gas Furnace shut-off within 30 feet or within line of site ,f FlXc-P-- \L-2 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 /// � .50g13 -0 Enclosed Stairs Sheetrock Underside minimum 1/3"Gypsum ,// Basement stairs closed rise>4 inches ✓ Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Mrs�C� ✓ / —e\- Garage ;�� S it, L tk1�6� 5 Duct work Sealed properly a� F1RE �o� Gas Logs in Sealed or Glass Enclosure �,e_ Final Flec � trical //vir° . < i Sur..v. Plot Plan C �' he i_ As Built Septic System we Ins ection Sticker pi__ Site Plan /Variance required VJC,�LOc)/Z-V---- Flood Plain Certification, if required Okay to issue C I C or C/0 [Temporary ermanent a — L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised 100405.doc Iti PM Foundation Inspection Report Office No. (518) 761-8256 Date Ins ction requegf;-c ive Queensbury Building&Code Enforcement Arrive: 2 cinripn ' --Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial,..-- NAME: A M CTX \-\o E� (�. 1 RMIT#: ()Le —750 LOCATION: I o F t-\'R t ) A ; INSPECT ON: (3 —(o--(-)7 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 Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing --- Footing _Footing Drain DaylightSum - Footing Drain Stone: 12 inch width ` 6 inches above footing, mil poly for wet areas under slab ) Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation In ul ti 'n Interi /Exterior R rj mac , ' ,/ _<� `v 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 /76/AciA, 5 /5-107 _ Rough Plumbing / Insulationinspection Report Office No. (518) 761-8256 Date Inspection requestei ed:' Queensbury Building & Code Enforcement Arrive: , am ly •epart: -21t-ID am// 742 Bay Road, Queensbury, NY 12804 Inspector's Initials 111•;i i . NAME: PERM #: I - -- SD LOCATION: (7 t-v1.,-_. tar-e, . INSPECT ON: -- TYPE OF STRUCTURE: 2- k A`-- 17-7RECA_ tt3, 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 AirLHead 0 P.S rofl rofl 7.5 minutes Insulation / Residential Check / Commercial Check Proper Vent Attic Vent f Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape . ?"- COMMENTS: F‘Q -,-6-CD \�� -.-, —0 ) Mme, �- hC 7 oL-moi-_ (X32-11 ic6-U --- L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 -ILA_ q - H s,v Rough Plumbing I Insulation Inspection Report/000- Office No. (518) 761-8256Date Inspection r�,quest=rec:ive.. �''.. 7 v Queensbury Building & Code Enforcement Arrive: VD-7n am/p •= •art. ‘b-_, " . • 742 Bay Road, Queensbury, NY 12804 Inspector's Initials-:--- NAME: c � � �i� 4 PER IT #: • " 7-<° 0 LOCATION: (P .,. i ` � IN ON: R� o � , TYPE OF STRUCTURE: ��o �, ' cC gill ii ` , `A./ c 15 (i. :'+ --i), (-2 4:—/__r-V -g•-'- I— tre-cz_________ _ Y N N/A 0 Plumbough Plumbin Nail Plates in Vent/ Vents in Place Plumbing / 1 1/2 inch minimum Drain Size ✓/ Washing Machine Drain 2 inch minimum ✓ / Cleanout every 100 feet/ change of direction �!/ Pressure Test Drain eilt i/ Air He / 5 P.S. , 10 ft. above highest connection for 15 minutes Pressure Test Water - •I Pi - poly Piping 9 Air / • ea' / 50 P.S. for 15 minutes Insulation / 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 1)\10,44 - ]�, Q0_, COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Reportsevised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report /6 Office No. (518) 761-8256 Date Inspection e• 'est receiv : 7 0" Queensbury Building&Code Enforcement Arrive: " .? de i e•art: L . 742 Bay Road, Queensbury,NY 12804 Inspector's Init . ot3 NAME: PERMIT#: 6(0I S U LOCATION: hp I�r _ -rte- (4(�.71.1`1t ----- INSPECT ON: _ TYPE OF STRUCTURE: 1J19! � ,�2 ter, - Y N N/A COMMENTS -ramid. Attic Access 22"x 30"minimum Jack Studs/Headers } 'CAl*i'1E Bracing/Bridging Joist hangers Jack Posts/Main Beams To (40, S1 Exterior sheeting nailed properlyw- 12"O.C. - Ate.0\ 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 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 irestopping \+-`SC C•W— `F\ j1--(: NIG Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X FiuV 0,4t_ cv..\LIN� Garage side 5/8 inch Type X Ceiling/wall � 6 N,Q-`=c'I Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade /J• J('0/i/e_596z • Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re. - e*ped: Queensbury Building&Code Enforcement Arrive: D'• P • R.- 4e.: : t t.- ar i 742 Bay Road,Queensbury,NY 12804 Inspector's Initia s: _ , ` 3- ‘113WC\ \-01 7/ NAME: ArKe‘-lor-c____ PERMIT#: 0(21- 75r) LOCATION: 6 . / f\ / k, --. INSPECT ON: 2,-21-U7 TYPE OF STRUCTURE: 0�,.- Y N N/A COMMENTS Framing 1,/, • lc • cces 2"x 30"minimum-2) V - •_ �oC -C RC.c_e-55 V)vn• V_12:, a17 / Jack Studs/Headers �/ 1 p\,PCZ',c�F d a k°\\ 1P-E I', -3.2-3 F c� Bracing/Bridging C�eEA-�Esz. 3C`, v F 1-T,L,,_ u Ems _. Joist hangers l6' '2.4.0 Fto0(Z Jack Posts/Main Beams Exterior sheeting nailed properly 7 i o. 6 Vf%t __ t--10 B..00i ,a,-_, FcF__0,30 12"O.C. D F TV—O55 43 GLALE G F‘V-E v3fR1� Headroom 6 ft. 8 in. �.-�"1=is'\%0 `� e - i 0 � 1�b`ht` Stairwells 36 in. or more �1`R�1,PfJ E iJT 013E lbs 1 LOOV— C Headroom 6 ft. 8 in. / Fo-kE , Notches/Holes/Bearing Walls i per. 1 I- - PtDO ST�i!D Ut3S)E2 P3V_Vo IR e Of)ii_. Metal Strapping for Notches Top Plate /7ii PpG E 1 '/z(w) 16 gauge(8) 16D nails each side b era' stopping ,III sq. . o. . . es C Anchor Bolts 6 ft. or less on center ` - 1\P`V. 'c Ob L'�"N...L--I_oC.PT G`�� Ice and water shield 24 inches from wall 0 E 7 O�- V� • R w� 0 J 3 hour Zig C�Etc,i L (-)47 .5-v-- 6i' UELL © Fire separation 1, 2, C F P-t_ --1)1e Z '� e� 0.#IN el f al12 3 4 . i� 41110Itv -fres oppm Th Pf\vo_1 w_Le 1, Lil'JEv_i\ �� Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation > - Ff 1?-E_TOP V.‘VE i)ALL c.Ear_l-1 House side ''/2 inch or 5/8 inch Type X ; LC v _ C- -\L-t k\-G ____F--1.2E Garage side 5/8 inch Type X Ceiling/wall Q-E c pa_cAls % �k.Ac\ \AL(-- «J 1 Windows Habitable Space/Bedrooms i z 11N)V fzu7 c QE kV Ne 24 in. (H) Z 20 in. (W) / - FW- JI—Vb? \LE-�- � G�1L1t L 5 5.7 sf above/below grade ,1 l Mtt� C--\\C\5E N'? 5.0 sf grade �� V5C-0 ZS), - Y-) --gyp t uiAc\--VZ- 54 \ e\k-A.-� C \U �tJ LEA E PuK36 -X-vet �� /0 - ILri'd(,:bv 0�7 Framing /Firestopping Inspection Repott Office No.(518) 761-8256 Date Inspection re., c-.,ed• Queensbury Building&Code Enforcement Arrive: b, POPP', II e rt: 0= 742 Bay Road, Queensbury,NY 12804 Inspector's Initi• NAME: 4– ( PERMIT#: LOCATION: vi j. INSPECT ON: _ — —•40-7 TYPE OF STRUCTiJ E. 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 %a(w) 16 gauge(8) 16D nails each side \� Draft stopping 1,000 sq. ft.floor trusses0 <‘ nits-6- srless on center Ice and water shield inches from wallCI i►e eparation 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 v _� - . %/vel Framing/ Firestopping Inspectio : - sort _ - Office No. (518) 761-8256 Date Inspection equ-. r-- -'ved: / ,---- Queensbury Building&Code Enforcement Arrive: ..1:./p , i+e.:f 74-/� am/prhi- 742 Bay Road,Queensbury,NY 12804 Inspector's nitials - c / 1:-/) , N i , /� • _ •:,. ,// 7� PERMIT#: _e) L ATION:s\7f�trirMa i �r(l�-�r��j t•i.Ac..,�_ INSPECT ON: rT EOF , .,r"4 -7.— \ i -L-) .- --C-k h YN 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. Noyes/Holes/Bearing Walls if ectal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses 7 _Anchor.. is 6 ft. or less on center r' Ice and water shield 'nches from wall Fire separation , , r our Fire wall 2, 3, 4 hour -..��/�. y_L ,�� 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 _ . ,_,-,,o - E- ( c Foundation Inspection Report Office No. (518)761-8256 Date Ins.ection r- iiip -,: Queensbury Building&Code Enforcement Arrive: s ' kr'fi. . Depart: - _.-i . • . • 742 Bay Rd.,Queensbury,NY 12804 Inspector's Int Fri:. - NAME: t K* fT#: CAG--7,5-0 LOCATION: — ' i)c€ ii SPECT ON:- i 1 j /(e" c)% TYPE OF STRUCTURE: _ ,r - L ' �: + \ �� L Comments Y N NIA 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 J� t2 Reinforcement in Place 1 K Footing Dowels or Keyway in place Foundation Dampproofing oundation Waterproofing �I /�� I/. Footin 1 II :iir.1 .rR— - it) V 14, ,.sting Drain Stone: 2 inch width / 6 inches above footing • mil poly for wet areas under slab ,%•( Back = ..royal 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 fi qu= f - d: /! 9 OL Queensbury Building&Code Enforcement Arrive: i— .1 ..m, "Depart: _(� . '4' 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: • NAME: r' i�� s i )E11 T#: � —7 K-10 LOCATION: N,SPECT ON: Aka `/ 4i TYPE OF STRUCTURE: `J 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. aterials for this u on site. Foundation/WailpouP� Reinforcement in Place Footing Dowels or Keyway in place \(N.)C% Foundation Dampproofing Foundation Waterproofing *- Footing 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 r-• - - ved• Queensbury Building&Code Enforcement Arrive: ":�y�! r Depart: 3'55—a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. 7 NAME: E 1-\fl\31 k 1A Q ' RMIT#: — 1O LOCATION: G�h( (EEKt-1c - c CF INSPECT ON: I—'7 —o(o 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 Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing (72) Footing Drain Daylight or Sump I 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 reque: 1 :t: Queensbury Building&Code Enforcement Arrive: 3. m/ Ai Depart: a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: /ttentZI��g ,�ejlA 1 'RMIT#: b() —7,, ,i6._____ LOCATION: (fl 3 110 FL AGE !► SPECT ON: ► 1—L TYPE OF STRUCTURE: '3F() _ Comments / Y N N/A otings Piers I/ • onolithic ✓Reinforcement Slab in Place .1 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 1 Foundation/Waterproofing Type of Dampproofmg I 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:\SueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Z0,01)y. i//// Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re• .• ,• eiv d: Queensbury Building&Code Enforcement Arrive:V-I-jr)- . A", Depart: 2;j pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi. NAME: -I// S ' 'RMIT#: – LOCATION: #/ ,etcy /r7ttj1 ie-,06 INSPECT ON: // `ig, b TYPE OF STRUCTURE: Comments Y N N/A Footings / — GbRoJER- S3�R-L7 Monolithic Slab Reinforcement in Place v� CA tLj Ho The contractor is responsible for t-A providing protection from freezing VQ 601-k•V ?)C-bYT aQ- for 48 hours following the placement of the concrete. -- ��l�� ,� 1 Materials for this purpose on site. EQ�L,V___�tES2 Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing F- Foundation Waterproofing 1v� 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. 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