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2009-015 411" TOWN OFQ UEENSBURY !FOTO 742 BayRoad,Queensbury,NY 12804-5902 Qu ury, (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20090015 Date Issued: Thursday, June 25, 2009 This is to certify that work requested to be done as shown by Permit Number P20090015 has been completed. Location: 11 BERRY PATCH Dr Tax Map Number. 523400-289-012-0001-025-000-0000 Owner. T & B ASSOCIATES LLC Applicant: T & B ASSOCIATES LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the / i property owner of the responsibility for compliance with Site Plan, 4 ` Variance, or other issues and conditions as a result of approvals by the Director of Building Code .1 orcement Planning Board or Zoning Board of Appeals. 4 % TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 oro Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090015 Application Number. A20090015 Tax Map No: 523400-289-012-0001-025-000-0000 Permission is hereby granted to: T &B ASSOCIATES LLC For property located at: 11 BERRY PATCH Dr 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: T &B ASSOCIATES LLC 36 FIELDSTONE Dr Fireplace GANSEVOORT, NY 12831-0000 Garage Attached Single Family Dwelling $180,000.00 Total Value $180,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-015 2726 sq ft single family dwelling with 555 sq ft attached garage& 1 fireplace $382.62 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,January 30, 2010 (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 ato ry; 'of Insy7 ri I .y,January 30, 2009 SIGNED BY for the Town of Queensbury Director of Building&Code Enforcement ZY7 , / 2 / _ 7 .3E.USE ONLY TAX MAP NO. PERMIT NO. 0 V-0/5--- FEES: PERMIT S,JSZ(� _ RECREATION ;. - ENGINEERING i (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:"T; Q AasnoQ-1js. OWNER: ADDRESS: L077.4LdP Ql CJQ-/7 .v d 16141 ADDRESS: PHONE NOS. g 95-2.(154-/ PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:609 AeClOQLL PHONE: g'85-,29Z LOCATION OF PROPERTY: I I 8pJ Qe ih L69.2.„ G IY. SUBDIVISION NAME: ..e)'y/I tOf Gef)V PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z � rx o c� Ci w LL PROJECT O g OO p I w o w � � U_ � w ¢ nO. = v w p J w o = f' O � Z C1 Z d H � 01- Ww - Z < < v-- U) NU) Ow I- LL a = xs SINGLE FAMILY / iqqz 0,3q- 27 Z(:- -5` TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(10 ) 11 555 5 OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:C /��/ CCTIATrI'Y f1/'1A 1[ TI11 1/YT.,-., /1- •• ' /' AAA!/ _. ._. -_ .__ 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 rea d 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: 4,4, C / J BUILDICODES APP:4/VAL ZONING APPROVAL i . Al /4 DA E DATE QUESTIONS? CALL 761-8256 OR EMAIL codesaqueensbury.net ice Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No � r OFFICE USE ONLY • TAX MAP NO. PERMIT NO. - RMIT FEE • •r APPROVALS: ZONING TOWN CLERK � • • APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT1 A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.AIPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. /� OWNER: !4i. d tYJQ4e4 INSTALLER:_ ADDRESS:L l /'I?t tk G I vezLo C WV I23)ADDRESS: PHONE NOS. + :5'0M/4 PHONE NOS. LOCATION OF INSTALLATION: / Pik'h /1....)ajd RESIDENCE INFORMATION: OF I ( ' ' YEAR BUILT NO. X COMPUTATI N= = TOTAL DAILY FLOW I BEDROOMS GARBAGE GRINDER 1980 or older I ; X 1 150 gallon per be froom i = INSTALLED? till 1981 -1991 1 l X ; 130 gallon per be room i = SPA OR HOT TUB 1992•present X t 110gallonper be room I INSTALLED? = i PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING_ ___ STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND f D 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: !2 S //© GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH T/ FT. t ✓ TOTAL SYSTEM LENGTH: iq FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. f ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS oL 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. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN 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 urn nr Ic nran+ari in ralianrqa ;inns mn+nrcni t ;7 - C Fire Marshal's OfficeQt loon of<.2tirc'Iishitr i, • 742 Gait Rona • Owe it.I,1tr`/, Nrx I cirrt •12804 Aliclrutl(. Palm:7, Firc ,Alarshal• Gary titillrriati, 1'ciiiitu Fire Alnrslral APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building 8,Codes Office for the issuance of a Building B,Use Permit pursuant to the New York State Fire Prevention &Building Code. The applicant or owner agrees to comply with all applicable laws,ordinances,regulations,and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. ` OWNER: 1 8Ansen.atts INSTALLER/BUILDER: 7� ADDRESS: i0 ( ( &a-4 q aM u/.a2-7" ADDRESS: PHONE NOS. b eJ-2e4 i-i n PHONE NOS. �y 1/ LOCATION OF PROPERTY: I I �[�G P k h SUBDIVISION NAME: l�C rYL./' Y) �Vf. LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: Q (�a L.Jo e4 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 6a,....14£DGiG�� PHONE: 0 ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT i/ FIREPLACE,FACTORY BUILT* FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. LISTED BY: NUMBER: QUESTIONS? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: fremarshaI queensbury.net MASONRY** CHECK ONE ✓ VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www•queensbury.net FLUE CHECK ONE ✓ DOUBLE CHIMNEY WALL TRIPLE WALL INSULATED DIRECT VENT LINER CHIMNEY MATERIAL CHECK ONE ✓ **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Queensbury Building & Code Enforcement - sidential Final Inspection • Office No. (518)761-8256 Arrive: 1 - . ,-`;•. \NI.3? �IDo- Date Inspection request received: Inspector's Initial- _ 9� NAME: 4511r#: 0` LOCATION: (Y Pa 7rt ' ` E: C-2_ 'O TYPE OF STRUCTUR : _ "� w . , Comments: , 4" Building Number Address visible from road \\// Chimney Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake / 3 inch Plumbing Vent through roof minimum 6 inches ,// Roof Co •lete/Exterior Finish Com•ete V Platform at all exterior doors / Handrail 4 or more risers 4 Guards at stairs,decks,patios more than 30 inches above grade ,J/ Guard at stairwell at 34 inches or more V// Guard at deck,porches 36 inches or more ✓t 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 yGas Valve shut-off exposed i regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches ,/// Bathroom/Kitchen watertight / Safety glazing I Window in stairwells safety$lazing ✓� Interior Smoke DetyCtors/Carbon Monoxide Detectors Every level: ✓✓ Every Bedroof n: „/f Outside every bedroom/area: ✓ / •1) Inter Connected: ,/ Battery backup: / 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 -/ 0 Bathroom Fans,if no window ✓/ Plumbing fixtures ✓ / 0 Foundation insulation _ sulation Certification / Floor truss,draft stopping nis ment 1,000 sq.ft. ✓J CA 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 ---✓✓ Low water shut-off boiler ✓ Relief Valve(s)installed I Heat Trap/Water Temp 110 v Enclosed Stairs Sheetrock Underside minimum W Gypsum / ✓ Basement stairs dosed rise>4 inches , / / .e Floor Pitched ✓ -rage fireproofing/'/,hour fire door/door closer _ _ I---------- - j . i Duct work Sealed properly \ Gas Logs in Sealed or Glass Enclosure / Final Electrical ,, . $' ' t Final Survey Plot Plan �, W� J """��VX€. Arc Fault Breaker in Bedrooms Flex Gas Pi.= Bonding_ /-� I Septic System I Sewer Dept. Inspection Sticker ► �f7 -->- ix C� C—LV___ t v OF- "'"i n /Variance required ,I•• .,, . if re aired ,/ i t3 L L:1Building&Codes FormslBuilding&CodesMnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Queensbury Building & Code Enforcement - Residential - , spection Office No. (518)761-8256 Arrive: i -L--t a, p,_,,�=-part: ! <---/prri Date Inspection request received: Inspector's Initial Pr _ NAME: T R .1 cA E - MIT#: 09—D4 LOCATION: I \ \ Y E 5cc)BIT 'ATE: ..-29 TYPE OF STRUCTURE: Comments: Yes/ No N/A 4" Building Number Address visible from road v' Chimney Height/"B"Vent/Direct Vent Location v Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches ✓/ Roof Complete/Exterior Finish Complete J Platform at all exterior doors V Handrail 4 or more risers ,� Guards at stairs,decks,patios more than 30 inches above grade 1j Guard at stairwell at 34 inches or more V 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 8 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/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(height)in accessible area �' Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window l/ Plumbing fixtures t//� Foundation insulation/Insulation Certification J /. 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 boilerj5/ ✓ Relief Valve(s)installed I Heat Trap/Water Temp 110 ..4Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/' hour fire door/door closer �w`it'Q`lV/ �/ Duct work Sealed properly ( 11"6- Gas >»Gas Logs in Sealed or Glass Enclosure f t<v C N 2 c L .E. :// 11�, Final Electrical _ \� Final Survey Plot Plan ,`/// Arc Fault Breaker in Bedrooms `/ Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker lr" Site Plan /Variance required Flood Plain Certification,if required 4.-Okay to issue C/C or C 1 01 Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 6—A7 -.O7 NAME: T � LOCATION: f j TIP/ 12rfir PERMIT#: if- c/c: Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the • survey has ,. ': C .' : own,Zoning Administrator . Notes: L:\SueHemingway\Building.Codes.lnspec6an.FORMSWina1 Survey Zoning Administrator.doc MAP REFERENCE: MAP OF A SUBDIVISION MADE FOR RICHARD P. SCHERMERHORN DATED NOVEMBER 5, 2002 LAST REVISED JUNE 23, 2003 BY VAN DUSEN & STEVES LAND SURVEYORS LOT 2 LANDS N/F OF BURKE a 40 A; LOT 3 AREA 41,101.92 sq.ft. 0.94 acres wo2 pS7. 0 7.0 / p hlo�'sFgA 0 �Rch - 5-9 4s LOT 7 LOT 6 Vi x LOT 4 O� V-WN E E2009 ni.e,-.�.._. Q Map of a Survey made for T & B Associates Town of Queensbury, Warren County, New York NO. I_ATE au��D1NG & CODES C6fi}EV� Cj� ,f• s DESCRIPTION yaw June i7, Scale 1'=30' S-1 SHEET 1 OF T + B DWG. NO. 02384-3 D' ���.....•JJJ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY v YAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATKIN OF SECTION 7209, SUB -DIVISION 2. OF THE NEW YORK STATE EDUCATION LAW ONLY COPIES THE OF THIS SURVEY S t e v e s ORIROM THE AN YARNED vATH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.• •CERTIRCATIONS INDICATED HEREON SIGNIFY THAT Lan d 169 Haviland Road S u r v e y o r S Queensbury, New York 12804 THIS SURVEY WAS PREPARED IN ACCORDANCE WRH THE BY TWG CGDE OF SATE A FOR LAUD SURVEYORS ADOPTED BY 7FIE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTIFlCATIOHS SHALL RUN ONLY TO 7FIE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON WS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL �Y ASAND SIGNEES INSTITUTION LENDINING INNSTT ON.' ON ""° (518) 792-8474 New York Lic. No. 50135 5-9 4s LOT 7 LOT 6 Vi x LOT 4 O� V-WN E E2009 ni.e,-.�.._. Q Map of a Survey made for T & B Associates Town of Queensbury, Warren County, New York NO. I_ATE au��D1NG & CODES C6fi}EV� Cj� ,f• s DESCRIPTION yaw June i7, Scale 1'=30' S-1 SHEET 1 OF T + B DWG. NO. 02384-3 Septic Inspection Report Office No. (518) 761-8256 Date Ins inquest received: Queensbury Building &Code Enforcement Arrive: ' m/pwif ,F?epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspectors Initials: ./ — NAME: �i)A , �` i • PERMIT NO.: © — 0/5-- LOCATION: `5JLOCATION: INSPECT ON: 4717111a; RECHECK: Comments and/or diagram Soil Type: -i. . Type of Water: Municipal Well Water) Waterline separation distance ft. Well separation distance ft. �, Other wells: ft. efoui,Well Casing Length 50' + / - Y N N/A j %)6( - SGS ` Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y_N End Cap __Y N Inlet/Outlet Pipes&Baffles _Y_N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan N . 0 Al �X.P. Engineer Report and As-Built _ N ./i' `Igv' r Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: /pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc g'34 ECEodIE w 11 BERRY PATCH 0_7 JUN242009 TOWN OF QUEENSBURY BUILDING & CODES 44' HOUSE 1250 gal > I IT U 0 co 27' a 69' I j I ..ion i 4@46' CO 17' 0 u-)3, 69' criN m 0 m N}� Vy N1 ti { . /02 r / Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins ectiopjequest received: Queensbury Building & Code Enforcement Arrive: 11. ' 7'iam/pr part: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: .._ �W � . , a -015' NAME. �{�� PERMIT #: • �D7 LOCATION: U �� INSPECT ON: 7r ' , . TYPE OF STRUCTURE: Girf-Wl Y N N/A j Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/ Head 5 P.S.1. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping ,/� Air/Head /" 5s -_ er 15 minutes _ ` 'esidential Check/Commercial Check 'V - . or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Co ustion Air Supply for Furnace ct work sealed properly/No duct tapeZ/ fitdvP ("e .6,,,,,,,,4) COMMENTS: Rough Plumbing Insulation Repoitrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 n •Rough Plumbing / Insulation Inspect' port Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: C1_ (0 am/pm t Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspectc*'s Initials: `Ali-- NAME: Al --NAME: - PERMIT #: .F,_(.7) -(. /� LOCATION: /1 % cry l /0/, INSPECT ON: /r-- War TYPE OF STRUCTURE: Y N N/A J Rough Plumbing /Nail Plates Plumbing Vent 1 Vents in Place 1 %2 inch minimum Drain SizeLA.. 5 ' �: t Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction eC r,,---__ t� Pressure Test Drain /Vent Air/Head 5 P.S.1. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ ead P:S.I 15 minutes Insulation/ esidential Check/Commercial Check 1C,a tL1 k ► c �L.' milar Exterior Sealant -li c,;a (' AT- Proper Vent, Attic Vent / rte:o .,'c,. Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace uct work sealedperly/No duct tape lie OremAil Cv-r-our ) COMMENTS: _ 4iitc.. ,-666:# r Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Re• 2-- ~ 6 Office No. (518)761-8256 Date Inspetion-request received: Queensbury Building &Code Enforcement Arrive: (• ' am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 3� ' NAME: f) � PERMIT#: LOCATION: �► t , INSPECT ON: ., TYPE OF STRUCTURE: Y N A COMMENTS: Framing /Attic Access 22"x 30" minimum ��v�''� tx Ac_6 - ei) Ac— Jack Studs/Headers . y moi,,,,,.. 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge (8) 160 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 _ 4 hour Firestopping I,, , "enetra i.,• = 12 \ Li Zvi j 16 inch insulation in cavitymin. Garage Fire Separation House side .6 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 L:1Buiiding&Codes Forms-OLDBBuiiding&CodesJnspection Forms'Framing Firestopping Inspection RepoRdoc Revised January 7,2008 r s . :4 - Framing / Firestopping Inspectio eport Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: \ am/p 11/111 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: (4.719 NAME: '3 PERMIT#: LOCATION: 11 _ 2r7r- 'a- C • INSPECT ON: 5E --7 TYPE OF STRUCTURE: 5J Y PUA COMMENTS: Framing ««= 22" x 30° minimumNel Jack Studs/Headers Bracing/Bridging / Joist hangers /• Jack Posts/Main Beams V Exterior sheeting nailed properly7 12°O.C. Headroom 6 ft. 8 in. C- 2.7t)Q-(5" I' —Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 ',4(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 6 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 L:1BuiIding&Codes Forms-OLD1Building&Codes\lnspedion FormssFraming Firestopping Inspection Report.doc Revised January 7,2008 Gt., d . Rough Plumbing 1 Insulation Inspection Report \Pi Office No. (518) 761-8256 Date Inspection request received: 3k/ Q 9 Queensbury Building &Code Enforcement Arrive: am/p art: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ( �v PERMIT #: 0/S LOCATION: j ,� .;k/C---, INSPECT ON: 6 TYPE OF STRUCTURE: Ci510 N/A Rough Plum ng /Nail Plates g Vent/Vents in Place 1 16 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 50 P.S.I for 15 minutes Insulation/Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 -77 1 ) )o- 1 1 � i Foundation Inspection Report Office No.(518)761-8256 Date Inspectiouest received: 1 0, 09 Queensbury Building&Code Enforcement Arrive:/Q'\5am/ Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspect is Ini p,als. (-� NAME: t�p �' " y� '° PERMIT#: - 0 { S LOCATION: I L ri v N'4Z,r�- INSPECT ON: g _ TYPE OF STRUCTURE: ' i • r`or wr Comments ..7)). 1 (e 'L'611 Stt 1"-1 Y N N/A Footings , — i 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 Fopfing Drain Daylight or Sump rooting Drain Stone: J 12 inch width 6 inches above footing 7 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 Fortes\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Fire topp1ng In sn bPo Inspection Re rt Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:h9espm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 6 PERMIT#: 0 Se-- LOCATION: f/ /-/cX�z /(/ } INSPECT ON: - £ 7 TYPE OF STRUCTURE: 3 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 Exterior Deck Bracing 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 trusses • 6 • or less on center 'and and water sh' Id 24 inches from wall ration 1, 2, 3 hour �. Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 14 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 L:\Building&Codes Fortes-OLD1Building&Codesilnspec ion Fonns\Framing Firestopping Inspection Report.doc Revised January 7,2008 / r' CC ) 7t►76-4 . Framing / Firestopping Inspection Re Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart '. am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:/�i,q7 / / NAME: / � f PERMIT#: C..� . LOCATION: F 1_ k , J� INSPECT ON: TYPE OF STRUCTURE: r < 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 1 ��- " \ 1T O.C. Headroom 6 ft. 8 in. ` v Stairwells 36 in. or more Exterior Dedk Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '6(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses • -• = :•• = ft or less on center Ice and water sh'.= d 24 inches from wall _ - ''on 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side i4 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 L:\Building&Codes Fortes-OLD1Buiiding&CodeslInspec tion Fomts&Framing Firestopping Inspection Reportdoc Revised January 7,2008 '.—N \s /— 3 71-t--L Septic Inspection Report ``2, Office No. (518)761-8256 Date Ins ' request received: ///%T Queensbury Building&Code Enforcement Arrive: am/pmDepart: am/pm 742 Bay Rd., Queensbury, NY 12804 inspectot's Initials: ,Si _ 'V i I) ,�S S O c i`tocr cis PERMIT NO.: U <1 — Ul -S— LOCATION: NAME: � LOCATION: 11 13-vi� '' T f( 1)r INSPECT ON: 3/ / G j RECHECK: _ Comments and/or diagram Soil Type: Sandl..oani./•-eia Type of Water: Municipal/ ell Water} Waterline separation distance //'7V— ft. Well separation distance ` ft. , 9q (;t a( Other wells: ft. R 6,>v I t7C (,06'c. Absorption Field: Total length I V ft. Length of each trench ri ft. .2 C Depth of trenches ft. Size of Stone J .v Seepage Pits: Number Size: x— -- Stone Size: Piping Sim Ty Building to tank 'f �`=� 0 Tank to Distributio Box u Distribution Box o Id/ Pit Opening Sealed: N/ Partial End Cap Inlet/Outlet Pipes&Baffles _._Y N Location/ Separations . - Foundation to tank L'`2 ft Foundation to absorption 27 ft. Separation of Pits ft. V Y Conforms as per Plot Plan N Engineer Report and As-Built Y,N Loca ' em on Property: Fr Rear Left Side Right Side 7 Middle Front Middle Rear System Use Status: ed ____gyp tial Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 C22 4e'/0-1 Foundation Inspection Report i S Office No.(518)761-8256 Date Inspection ues _, ived: h 7 v Queensbury Building&Code Enforcement Arrive: " pa t: �a am/6;2� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. . _ NAME: i s ( PERMIT#: ao v g -0U/ LOCATION: C d- �jQ!f'GL INSPECT ON: Annuli TYPE OF STRUCTURE: ] Ak 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/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width /1// 6 inches above footing . .: v for wet areas under slab Backfill-A r royal um.ing 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 k f, /(' 1 , , - Foundation Inspection Report • Office No.(518)761-8256 Date In do iest received: Queensbury Building&Code Enforcement Arrive: ./Dam/pm/11C Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's Initials: ( NAME: PERMIT#: LOCATION: // � ,F r 'i '1� INSPECT ON: -,-vvr TYPE OF STRUCTURE: Comments /t'4 6) 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. Materjals for this p +*se on site. Foundation/Wallpo . '7 'e ' o .1 Place Footg DowelsAr Keyway in place Foutdation iDampproofing 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\Bufding&Codes\Inspection Forms\Foundation Inspectioon Report.doc Last printed 12/20/2005 9:24:00 AM /c: — (Z Cr (11-_E: ( / .. Foundation Inspection Report Office No.(518)761-8256 Date Inspectioyrequest received: Queensbury Building&Code Enforcement Arrive: ,-10, h am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r) NAME: PERMIT#: (/c- , ` C/% TYPEC LOCATION TRUCTUREj /3J. f Px�;! _� &„� INSPECT ON: 2 ---/C--( 7. . 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 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 Inspecti request received: Queensbury Building&Code Enforcement Arrive: 'a: am/pm/. /)� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's itials: J=/ NAME: -�- �S cYC - PERMIT#: 0?-C?/ -- LOCATION: �.3�/ ,: r 9,,,ita /J, INSPECT ON: -/iifil l 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 R ' forcemen Place "� et Footing5Keyway owel r place r in Foundatoni'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