Loading...
2014-595 .4111111bii TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140595 Date Issued: Friday, April 03, 2015 This is to certify that work requested to be done as shown by Permit Number P20140595 has been completed. Location: 9 TEE Dr Tax Map Number: 523400-289-011-0002-045-000-0000 Owner: KAREN A LEVISON Applicant: JOHN & VERNICE MARTIN This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property 4 owner of the responsibility for compliance with Site Plan, Variance, or 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 ` � 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140595 Application Number: A20140595 Tax Map No: 523400-289-011-0002-045-000-0000 Permission is hereby granted to: JOHN &VERNICE MARTIN For property located at: 9 TEE 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: JOHN & VERNICE MARTIN Garage Attached 22 CAMBRIDGE Ct Single Family Dwelling $135,000.00 MECHANICVILLE NY 12118-3367 Total Value $135,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency CLUTE ENTERPRISES. INC. 6 HOLDEN Ave OUEENSBURY.NY 12804-0000 Plans&Specifications 2014-595 SFD 1st Fir 624sf; 2nd Flr 676sf Garage 320 sf $308.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, November 21,2015 (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 Quee sbury� / Frisi �, ovember 21,2014 SIGNED BY A >�2 for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Only DATE k \AC S �t`'j Received . •)�1as `� Tax Map rl � k95'TAX MAP ID �c �, l � � �" 1 5 Permit No. 3i2� G Permit Fee ZONING Rec Fee g5.z,co ) pa4 Site Plan# HISTORIC SITE Yes >e No Subdivision# SUBDIVISION NAME Lot it TOWN BD.RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED & MODULAR HOMES, BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. APPLICANT C Qke....0 i e OWNER (‘1/4 \e r ADDRESS ( ac4_ .--� l� ADDRESS PHONE/E-MAIL ( 5 f) c! PHONE/E-MAIL 2z c CONTRACTOR COST OF CONSTRUCTION(ESTIMATED): $ (J •'I Co c r� ADDRESS: BUILDING ADDRESS: 1 lie PHONE/E-MAIL CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: C'- T PHONE3(0( 3� TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1St floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height Single Family ( L( ( jam � � P7 Two-Family Multi-Family (# of units ) Townhouse Business Office Retail - Mercantile Factory- Industrial Attached Garage (# of I ) 3 7-o 3 Jo Other 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business frit(N4' Proposeduse of building or addition <1,��}}OE . , �'e y t\t,4- Source of heat(circle one) Gas tailropani /Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys I (s, Are there structures not shown on plot plan? 6— bo Are there easements on the property? Site Information '5(-f Q��e a. Dimensions or acreage of lot • O "4. k50 b. Is this a corner lot? c. Will the grade be changed as a result of construction Yes X No d. Public water or Private well .v c e. Sewer or Private Septic System C`4i-e_ Value of all work to be performed (labor or materials) $ 00° DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 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. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. 1 also understand that I /we are required to provide an as-built-survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: c-_r DATE ASV SIGNAT ' DATE \,k 9 FOR OFFICE USE ONLY Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 SEPTIC DISPOSAL PERMIT Office Use Only DATE 0 k/ 0 cj rl,--f Received Tex Map ID / ' �� -Jl TAX MAP ID : (7--C-9 .i 0 — D—(-(5 Permit No. a � Permit Fee LOCATION OF INSTALLATION w 4' R Approvals: APPLICANT C--QX- ( -.. W.--4/\C-`C-. PHONE/E-MAIL (5\. 7 / 7D77 ADDRESS `v CC' J INSTALLER/BUILDER 14--'c_..— PHONE/E-MAIL ADDRESS: [ ,, OWNER C ‘,,31' / ` - .2.)--c:- .).--‘ PHONE/E-MAIL Address c ry CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: L.'� PHONE�iO S p3‘j RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed Y XI 1981-1991 Spa or Hot Tub installed _Y 1992-Present 3 e 0 3, „G PARCEL INFORMATION Topography K Flat rolling Steep slope %slope Soil Nature Sand Loam Clay Other L Groundwater At what depth? Bedrock/Impervious Material At what depth? / E Domestic Water Supply Municipal 7' Well(if well,water supply from any septic system absorption is aODO ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineering!architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size tO gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length C�D ft.;Each trench t: x �Ci Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received&approved. The installed system must match the septic system layout on file--no exceptions. DECLARATION: Any permit or approvaLg anted which is b. ed upon or is granted in reliance upon any material representation or failure to make a material fact or irc�ilmstance k pow b • on behalf of an applicant,shall be void_ I have read the regulations and agree to abide by these and - requirements • - o .n •.-Queensbury Sanitary Sewage Disposal Ordinance. Print Name: ' csa ..d.g..4 A Date: \(t--70-4 Signature: —��LaW Date: k1/4 (t51lc( 4 i' 6 Town of Queens. :uilding&Codes Principal Structure Application July 2014 Town of Queensbury h as R. Van Ness Highway Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home: (518) 745-0929 Phone: (518) 761-8211 Fax: (518)745-4466 David Duell Deputy Highway Superintendent Home: (518) 745-0938 DRIVEWAY PERMIT Date: (/t, !d Applicant Name: De� °��r Telephone No.: Address to Be Inspected: ,, Return Address: Lse Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary approval NEED ( ) Slight Swale ( ) Deep Swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( ) 15" ( ) 18" ( )24" ( ) 36" Preliminary inspection completed by: Date: Approval by Highway Supt.: (or) Deputy Supt.: Upon completion please resubmit this approval permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Thomas R. Van Ness, Highway Superintendent David Duell, Deputy Highway Superintendent 7 Town of Queensbury Building&Codes Principal Structure Application July 2014 8,1Q Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: i()\ m/pm Date Inspection request received: 1-11'2-1. I5 Inspector's Initials: NAME: C\ .1.\- - t .)v p v-'Se. PERMIT#: 1' -�` 5 LOCATION: c1 %a-Dr'V.LJ I DATE: imam TYPE OF STRUCTURE: SF% il5coect(LI J J Comments: Yes No NIA 4" Building Number Address visible from road 1-95- �I't'Z� Chimney Height/"B"Vent/Direct Vent Location ,/,, Lay Fresh Air Intake ,� 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete ‘cr- 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 i Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches /z,"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 grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight 7 Safety glazing/Wins ow in stairwells safety gl ing Interior Smoke D= ectors/Carbon M99n�oxid etectors Every level: Eve Bedroc�'h: I Outside every bedroom rea: �V ` Inter Connected: • Battery backup: ./ Attic access 30 inches x 22 inches x 30 inches(height)in accessible area AZ Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel V Duct work sealed properly/Blower Door Test 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 I Oil Furnace shut-off at entrance to furnace area ✓ Furnace/Hot Water Heater operating 7 Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1/z"Gypsum /*,,,„ V Basement stairs closed rise>4 inches Gara•e Floor Pitched S` Garage fireproofing/3/hour fire door/door closer t/ Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variancelosure // Flood Plain Certification,if required40 Okay to issue C/C or C/O[Temporary/Permanent) Yi - C.U. \.D S.t�n���o blot 5 or✓ L:1Building& Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7, 2008; Revised 6126/08; Revised 12/22/10, Revised 04/13/11 4,10, Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 17-1-1 -C-15 NAME: L001 J CA1 LOCATION: q V \Y� PERMIT#: `.. 1_5 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: Craig r6wn, Zoning Administrator Notes: MAP REFERENCE: COUNTRY COLONY A HOW -MAC DEVELOPMENT DATED APRIL 1955 FILED IN THE WARREN COUNTY CLERK'S OFFICE ON MAY 13, 1955 BY GARNER C. TRIPP, JR. DEED REFERENCE: FINCH PRUYN SALES, INC. TO JOHN A. & VERNICE MARTIN DATED APRIL 24, 1974 IN DEED BOOK 590 PAGE 668 JU R S e W Ste-vves Larid Surveyors 169 Haviland Road Queensbury, New York 12804 ;518) 792-8474 New York Lie. No. 50135 Map of a Survey made for Scale 1'=30' _r Date; February 24, 2015 'UNAUIHORaED ALIERAION GO AOOmoN TO A SURVEY MAP BEARING A NCENSED LAND "URVETORS SEAL 15 A VIOLATOR OF SECPON 7209. SUI 2. OF THE NEW TORN STATE EDUCATION 'ONLY COPIES SROM THE ORIQI14AL OF THIS SURKT MARKED INIH AN ORIGINAL OF HIS LAND SURVEYORS Map of a Survey made for Scale 1'=30' ; SEAL SHALL BE CONSIDERED TQ BE VALID TRUE COPIES' INDICATED (SIGNIFY THAT 'S /y I / `Tut ^ V • yy ^ SURVEY WAS IN AIC MIS SURVEY WAS PREPARED E ACCORDANCE N9H THE BYEXITHE CODE OF P STATE SW (ANO OF PRC RS AOOPIED BY THE NEW TDR.( STA,E ATIRI]A ONG OF PRONG. CNAL LANDSURVEYORS. R W OM OLE BURNS SIS P RUN ONLY TO THE PERSON FOR EH ME SURVEY .5 PREPARED, AND ON HISNC BEHALF TO TiE MIE CCyPU COVEANN. AND TO THE AND LENDING INSTNITIDN UI HEREON AND TO ME ASSIGNEES OF RTE LENF!NG INSTNTON' rp rq s e s ■t/ C L 11! �V+ 1■ Y 1 1 1\J V AiJ Enterprises t Town of .Queensbury, Warren County, New York SHEET 1 OF 1 - - CLU TE C-2876 DWG. No, 14106 NO. DATE DESCRIPTION 289.11-2-45 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ, t r •ived• Queensbury Building & Code Enforcement Arrive: Z 0 am 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: CLOT 1 C EtJ-vtR al)1')E} PERMIT••: \y- L5 LOCATION: TEE nk\ INSPECT,,ON: 7 —z3—) TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent /Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing 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 Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 -Tee •., BP c%)614.4el< C C 1 ,way E GRAJNY Consulting, LLC. FEB r 2015 69 Hayden Point Loop Diamond Point, NY 12824 TOWN OF QUEENSBURY BUILDING& CODES Invoice REPORT NO.: 0218151 INSPECTION DATE: 02/18/15 PREPARED FOR: Pamela Lloyd Clute Enterprises, Inc. 6 Holden Ave Queensbury, NY 12804 PROPERTY INSPECTED: 9 Tee Drive Queensbury, NY 12804 Description Amount 9 Tee Dr. — Blower Door Test, Report and Inspection 200 Plan Review & Improvement Analysis & Site Visit Site Visit, Insulation and Thermal Bypass Inspection Site Testing (Blow Door, Duct Blasting, CAZ & Inspection) BPCA Fee (Cost) TOTAL $ 200 Thank you for your business Payment of this invoice is due upon receipt. The late payment charge rate of interest is 1.5%monthly(18.0%per annum), after 30 days E C E Daisy GRAINY consulting, LLC FEB %i! 5 J • 69 Hayden Point Loop TOWN OF QUEENSBURY Diamond Point, NY 12824 BUILDING& CODES 518 221-3240 02/18/2015 C lute Enterprises,Inc. 6 Holden Avenue Queensbury,NY 12804 Inspection Address: 9 Tee Drive, Queensbury, NY 12804 Report Number: 0218151 Dear Pam: At your request, the Blower Door Inspection of the post construction test to verify infiltration rate of the house as per requirements of the NYS 2010 Energy Conservation Construction Code of the above property was performed on 02/18/2015. GRAINY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the house, including conditioned basement= 1,924 SF - Volume of the house, including conditioned basement= 15,392 CF Based on above,the following test data was collected: - Infiltration Rate, including conditioned basement at 50 Pascal =842 CFM - ACH50,Actual Changes per Hour at 50 Pascal=842X60/15,392=3.3 <7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%, calibrated minimum once per year. Thank you for selecting our company. We appreciate the opportunity to be of service. Please call this office if there are any questions. • Sincerely. N ,eNtit „ ,, kr • Stan Grajny, PE 5)*\ 'r NYS HERS Energy Rater BER-041 NYS PE 065406-1 - • /O_ / _ k003 //kiecieke41?___ Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: /'7 c /?,- Queensbury Building &Code Enforcement Arrive: am/ m Depart: , am 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: /ix ri__ NAME: C�/7 PERMIT NO.: )) /� LOCATION: qeea. rD INSPECT ON: //r/�- '/ 5� ��d„,,P RECHECK: Comments and/or diagram Soil Type: Sand / Loam / Clay Type of Water: Municipal / Well Water 1 / - � Waterline separation distance ft. //46Le ft. L br---a_,''`. l.Ch� Well separation distance ft. Other wells: . _ ., Well Casing Length 50' + / - Y N N/ � 7--;-i- ic [150'to well required if NO] Absorption Field: Total length /ff. Length of each trench �ft. Depth of trenches ft. Size of Stone Seepage Pits: Number , Size: / x Stone Size: 1 Piping iz ":.1t05,4\4>, 1y'5,4 fZy1v'\ � a r-- Building to tank � \� Tank to Distribution Box C:-- Distribution Box to Field/ Pit Opening Sealed: N End Cap Y N Inlet/Outlet Pipes &Baffles Y N rit':' NittL) .) ' - '-(17) Manholes 12"or less below grade _Y N [provide extension collar if Yes] Y N Location / Separations Foundation to tank ft. Foundation to absorption ,ft. Separation of Pits ft. Conforms as per Plot Plan _Y— N Engineer Report and As-Built _Y— N ETU Maintenance Contract Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use S Approved Part ial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Repor03 29 10.doc Town of Queensbury Building &Code Enforcement —1 Office No. (518)761-8256 Rough Plumbing I Insulation Inspection Report 4gM/, Inspection request received: Name: 1 (7-6 ` 2460 Inspected on: j--e/ Location: i ( , Arrive: ©TA AOF Permit No.: 0 J — �J Inspector's Initials: • a Type of Structure: COMMENTS Y N NA Plumbing under slab 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 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Window Sealin) 4—Kt' t.--)/Act-cw-J '6c)df Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent ��Door/Window Ste` aled (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly 1 No duct tape Blower Door Test 1 Air Sealing (},,, Rough Plumbing/Insulation Inspection Report Fri /-.3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins'ection re "•ived• Queensbury Building & Code Enforcement Arrive: 742 Bay Road, Queensbury, NY 12804 Inspector's Initis s. v-, NAME: CA c44' e, PERMIT#: //4--t-by 5— LOCATION: q INSPECT ON( TYPE OF STRUCTURE: S 1`' 1� Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test 3b (\L zc Water Supply Piping 12ri ,q Air/ Head ` 50 P.S.I. for for 15 minutes 7c% �~ ‘r, L., L , 0 t1 Residential Check/ Commercial Check k- N)�'�Jb Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation 2— If required unheated spaces 1 M '\)1 y`� Combustion Air Supply for Furnace ?t109ti Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspeciion_02 05 13 Town of Queensbury Building & Code Enforcement h L(rs Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: C ��`-�E? Inspected on: Location: ' ! - O� Arrive: j a.m./p.m. Permit No.: / <1 S i 5 Inspector's Initials: TYPE OF STRUCTURE: S i— A ti Y ; N NIA COMMENTS: Framing Attic Access 22"x 30"minimum . Jack Studs/Headers Truss Specification Provided j f Bracing/Bridging A„/ Joist hangers Vf+) Jack Posts 1 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 '/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 l FirestoppingSs:4 Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side I/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedro• s 24 in.(H) // 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing / Firestopping Inspection Report -ijAlur-sRough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm - 3 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: /1,v14- c.1 NAME: C I u—I—e PERMIT#: </-.7S-c?5_ LOCATION: P-1-cce_ k INSPECT ON: / ,o D-'/5 TYPE OF STRUCTURE: S F ,D Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes / �'"-• t Pressure Test ,/ Irl f, Water Supply Piping / , i Air/ Head 50 P.S.I. for for 15 minutes / f1j Insulation / Residential Check/ Commercial Check / ` ' / Window Sealing / _--- 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 Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspectian_02 05 13 Rough Plumbing I Insulation Inspection Report 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:L' rt A NAME: £ PERMIT #: - � LOCATION: <.% Z INSPECT ON: / 17--z-fr.f* TYPE OF STRUCTURE: Y/14 N/A `i\i) Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place ' 1 % inch minimum Drain Size Washin• 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 T ek 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Town of Queensbury Building & Code Enforcement w(N-ef a Office No. (518) 761-8256 (3 .-?6)) Framing / Firestopping Inspection Report Inspection request received: Name: at (Lf'E Inspected on: Location: 9 �P_� p r Arrive: • a.m.l Permit No.: / '— 5 95 Inspector's Initials: ,,A.I111 TYPE OF STRUCTURE: S b „ Y N NIA COMMENTS: Framing- Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly FZ-°1 112"O.C. ��1) L1 Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 'h(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 1/2 inch or 5/8 inch pe X Garage side 5/8 inch Type Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing / Firestopping Inspection Report Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Insp ction reques ceived: Queensbury Building & Code Enforcement Arrive: amOgd 742 Bay Road, Queensbury, NY 12804 Inspector' Ini is s �,t, NAME: C St CL+e PERMIT#: I<IV 9 5- LOCATION: -r e t? Or INSPECT ON: i —d (—IS TYPE OF STRUCTURE: S P Y N N/A Plumbing under slab 21°.) Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test r? fiAj Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/ Commercial Chec Window Sealing 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 Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Town of Queensbury Building & Code Enforcement ‘ v g -1p Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: ` Inspected on: Location: 1_D_JZ.- Rd Arrive: IMP a.m.I p.m. Permit No.: /</`—Sgu Inspector's Initials: TYPE OF STRUCTURE: S F N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing l 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 '/2(w) 16 gauge(8) 16D nails each side —� Draft stopping 1,000 sq.ft.floor trusses ,i ,, \ Anchor Bolts 6 ft.or less on center Ice and water'shield 24 inches from wall I,,/ Fire separation 1,2,3 hour - ` C51 Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. 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 Design Professional Sign-off, if required Framing / Firestopping Inspection Report Septic Inspection Report Office No. (518) 761-8256 Date Inspection r-' .• • - ed: Queensbury Building &Code Enforcement Arrive: i s J Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: r• II ,, NAME: C U OT Lir 3 'E'MIT NO.: 1`�515 LOCATION: E 0° \\, E IpI SPECT ON: I i RECHECK: `J Comments and/or diagram Soil Type: Sand/ Loam / Clay Type of Water: Municipal / Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] 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 r..�LI 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 Manholes 12"or less below grade _Y_ N [provide extension collar if Yesl _Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ' . Conforms as per Plan_ _ N Engineer Report d As-Buil Y_ N ETU Maintenance Contract Y_ N provided Location of System os 'rope • Front Re 1 eft Sid- 'ight Side Middle Front Middle Rear S stem Use S • us: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc RX DatelTime 01/13/2015 12:59 518 743 0955 P.002 Jan 13 15 01:11p CLUTE 518-743-0955 p.2 - - eyn Is.. __ ._ . . - .._# . _____-------- - • VI '0(0 \t/ .._ . . . . .... _ _ .. . ... . . . . . \• •• ii. • &.; . ._ _ • -- • - .. ___I____T _7;1 r.__-r-)7r\-- . . _ . . . . . -....... - - N. \ 11 1 . . . " 11 ' il. CV 11 1 C141 i ....AZ - (.•• •• -. . 1 0 I I .i ._, .- •. .. . . . • • • . . d ... ›.., I I - . i c2. 1 I) dcl (7, C 1 I .------?- 1 I )\ 1 / - t I L , I 1 ! - • - • s /C)—/„) C ?.) Foundation Inspection Report QueensburyOffice No. 518) 761-8256 Date t (Building&Code Enforcement Arriv:Inspection ;" r d Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia s: A r NAME: 0--f C¢ P" 'RMIT#: 1 '' � /Q 5 LOCATION: 9 lJ2iL Rol INSPECT ON: / 3 TYPE OF STRUCTURE: t` b Comments N N/A otings C 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 12/9/2014 Town of Queensbury Building & Code Enforcement U ( 0 -1 a . Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: Inspected on: A ` Location: ' f -.0 2.. R Arrive: I _ Permit No.: / < "56/ zS Inspector's Initials: �' ;'Comments and/or diagram Soil Ty San m-/-elay Type of Water: Municip Well Wate� Waterline separation distance ft. Well separation distance 4 Zv ft. Other wells: 'T ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length 1 140 ft. Length of each trench Z k1 rt. Depth of trenches Z-- ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank W%crc 1)-1—PtWalc, Tank to Distribution Box >> C Distribution Box to Field/Pit / 4" p,oc___ L'c Opening Sealed: ✓Y` N ?Ate` k — End Cap Inlet/Outlet Pipes&Baffles Y L " Manholes 12"or less below grade [provide extension collar if Yes] Yv)N1/7 1\ ` LA. OE_ Location/Separations Foundation to tank t ft. fSepaFoundation to absorption 5c. ft. +/— Separation ration of Pits ft. Conforms as per Plot Plan Y Azfr (D3 EES) Engineer Report and As-Built _Y N ETU Maintenance Contract provided Y_N Location of S stem .• 'role • Front Rear eft Side ) Rio ide Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report tjeg-tALY Foundation Inspection Report Office No. (518) 761-8256 Date Inspection res es - - -I: Queensbury Building&Code Enforcement Arrive: =te. y..0 / Depart: 1114 am/. 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: O I Le-i-i- e ERM IT#: / y '59 6- LOCATION: LOCATION: 9 e 6 (c l INSPECT ON: / —/ -j y TYPE OF STRUCTURE: s F-- 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 1/Backfill Approval. ‘I/ Plumbing Under Slab c `� PVC/Cast/Copper Foundation Insulation Interior/Exterior R- 1 - 0v 3'°b • Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM \= vim .3100 Foundation Inspection Report Office No. (518) 761-8256 Date Inspectioi re' :'ve• Queensbury Building&Code Enforcement Arrive: '�,. at,;.'� P epart: - a p� Inspector's . � / 742 Bay Rd., Queensbury, NY 12804 Ins 's Initial p � 9 NAME: CLl.)TE PE'. IT#: 1 9 LOCATION: 9 "TEE `) R . INSPECT ON: I Z— 1 7- 1 Li TYPE OF STRUCTURE: 0 1 'F_Cl Comments Y N N/A Footings Piers Monolithic Slab —c—� Reinforcement in Place 770--\---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 roil poly for wet areas under slab ackfill Approval % Plumbing Under Slab V 0VC�/Cast/Copper Cundation Insulation Interior!Exterio. R- -2`' r- K --------- 1\1" �‘,._\), 0 1 Rough Grade 6 inch drop within 10 ft. N6E T — L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM /- 3rrn Foundation Inspection P ection Re ort �� Office No.(518)761-8256 Date Inspection request received: /.2/01-44/ Queensbury Building&Code Enforcement Arrive: am/pm Depart.. . an►s n 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials ►��Iir l NAME: . ' •1 [a.' 'A PERMIT#: /4. 9,.5.- LOCATION: 9 /e INSPECT ON: /0/3101,0/ TYPE OF STRUCTURE: 552 Comments Y N N/Ade / 5AC.-4ecr— . Footings � Piers I / / �7 62- Monolithic Slab / / / Reinforcement in Place The contractor is responsible for7 providing protection from freezing , for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place / . 0.. A.5 ..,c.3- i Footing Dowels or Keyway in place V Foundation Dampproofing ,\AA " 1 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 12/18/2013 2:44:00 PM