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2013-135 TOWN OF QUEENSBURY `* 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130135 Application Number: A20130135 Tax Map No: 523400-301-020-0001-074-000-0000 Permission is hereby granted to: CLUTE EN FERPRISES. INC. For property located at: 28 GENEVADI 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: CLUTE ENTERPRISES,INC. Garage Attached 6 HOLDEN Ave Single Family Dwelling $125,000.00 QUEENSBURY,NY 12804-0000 Total value $125,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-135 Bldg Lot#19, House 28 Geneva Drive Geneva Drive Subdivision SFD 1st Flr 1,040 sq ft; garage 400 sq ft $268.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,April 18, 2014 (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 To i If Qu nsbu T i tif y,A t ri118,2013 1 SIGNED BY - .era.. for the Town of Queensbury. Director of Building&Code Enforcement , r� 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: P20130135 Date Issued: Friday, June 14, 2013 This is to certify that work requested to be done as shown by Permit Number P20130135 has been completed. Location: 28 GENEVA Dr Tax Map Number: 523400-301-020-0001-074-000-0000 Owner: CLUTE ENTERPRISES, INC. Applicant: CLUTE ENTERPRISES, INC. 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 ratreP 41 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. ` +1 11 r 'A--. •--'in-1010 OFFICE USE ONLY + _i R- ' ri - TAX MAP NO. 3 0I , �a- I'') `1 PERMIT NO. ' 3-i 3 S ! Il`i `? FEES: PERMIT Ato 2 RECREATION ENGINEERING APR G 2013 I �/ ' W feet w {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. C APPLICANT/BUILDER: � �k0 k OWNER: C\,) `X ADDRESS: Co� ,.1 e N - 44 ADDRESS: PHONE NOS. -793 ---73'77 PHONE NOS. �� CONTACT PERSON FOR BUILDING&CODES lCOMPLIANCE: „_.n, t— PHONE: � 4 q3( LOCATION OF PROPERTY: `Otr V It re,igc.y��kS /�o2? KJ e.". tt Pr=i Je' Sot .aor.., _Ty HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVALIIRCCES 0 NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THATo I— APPLY TO YOUR Z jZ it p w Cx LL co PROJECT p O J O CD i = LL Q U W ❑ J g d LL ~' O Z z ¢ ¢ 1-- U) ii v0) OU- ? U- re SINGLE FAMILY k0Lb \o'- v ` ( ,u9ca TWO-FAMILY "MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(®) X L foe Li©Q 1 ti OTHER Co , V Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 i Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 125 /000 FUEL TYPE: %/NJ.- ci¢S HEAT TYPE: Roma *HOW MANY FIREPLACE(S): Ci3 AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? N%•-)O IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: /(C �(\ f _S'e,,,cf ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? \r.)---, ARE THERE EASEMENTS ON PROPERTY? -Th3 'Please complete a separate Application for'Fuel Burning Appliances&Chimneys"available in our office 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 - • - suilt su •ey by a licensed land surveyor of all newly constructed facilities prior to '= uance of a certifi •f occupancy. I have read and agr- • 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) Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS 9 CALL 7614256 OR EMAIL codes[a)queensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit Special Conditions: Town of Queensbury*Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY `� TAX MAP NO. PERMIT NO.1 3 4 35 PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: CS.Jke INSTALLER: CoSJIkE�s .� • ADDRESS: ADDRESS: P.. i ic PHONE NOS. r PHONEPH 'NOS. 793 -7 D 7 7 LOCATION OF INSTALLATION: �-V C'-e eP✓ >`C� C i cC-. }o - ( —T LF YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW RESIDENCE INFORMATION: BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED? Vat 1981-1991 X 130 = SPA OR HOT TUB 1992-present .Z X 110 = 2.24:=1 INSTALLED? O 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 ><VWELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpg (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). TANK SIZE: \OO OGALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: SSORPTlON FIELD(WITH NO.2 STONE) Total length ISO it Each trench 3, X Sb ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? 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 upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or o •:•. 1 of an appli•. t,shall be void. I have read the r-= ations with r- - ect : this a•:• •../on and agree to abide by ' - e and all requir-• en :of the .=• Queensbury QUESTIONS? CALL 7614256 OR EMAIL SanitarygeDis•• - i• t't. - � codes(orjquaensburv.net Y(i 1j3 VISIT OUR WEBSITE FOR MORE INFORMATION arre .'.7erson Responsible Date www.queensburv.net Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 I I Revised 4/14/2010 Town of Queensbury Highway Michael F. Travis Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413 Office Phone: (518) 761-8211 Thomas R. Vanness Fax: (518) 745-4466 Deputy Superintendent Home (518) 745-0929 www. Queensbury.net DRIVEWAY PERMIT Date: '1/1113 Applicant Name: C (31e ti..4-er-- an.-. Address to be inspected: CnCAP.hx O sue Return Address: 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 inspections completed by: Date: Approved by Higway Supt: Deputy Supt.: Upon completion, please resubmit this approved permit for a final approval. Step 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R.Van Ness, Deputy Highway Superintendent Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Queensbury Building & Code Enforcement - Residenti- "i _ Inspection AI Office No. (518) 761-8256 Arrive: i 1i .. s -part am/pm Date Inspection request received: Inspectors Inib-NAME: -. LOCATION: C_l�u F 1 R l hE PE• /IT#: 1.2j-13 7 `b (,Erol =o1 17Rl \1F_ D : fn -1L•1--Y3 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 18 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 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 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 I 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 Plumbing fixtures Foundation insulation to floor/Sticker on Panel 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 Oil Furnace shut-off at entrance to furnace area Fumace/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 dosed rise>4 inches Garage Floor Pitched �\ Garage our fire door/door closer Gas Logs in Sealed or Glass Enclosure ,p 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 /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection Forms‘Residential Final Inspection Form_revised 100405.doc; Revised January 7,2008;Revised 6/26108;Revised 12/22/10,Revised 04/13/11 GRAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 06/13/2013 C I ute Enterprises. Inc. 6 Holden Avenue Queensbury,NY 12804 Inspection Address: Lot 19-28 Geneva Drive, Queensbury NY 12804 Report Number: 0613135 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 06/13/2013. GRAJNY Consulting,LLC is pleased to subthit the following report. The following data was provided: - Square Footage of the house, including conditioned basement=2,080 SF - Volume of the house, including conditioned basement= 18,044 CF Based on above, the following test data was collected: - Infiltration Rate, including conditioned basement at 50 Pascal =656 CFM - ACH50, Actual Changes per Hour at 50 Pascal=656X60/18,044=2.2< 7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge . DG-3 rated accuracy=+1- 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. 'SESNEW y "4,0457 0,94- Sincerely, 4, 57�G!a t* cwt oft Stan Grajny, PE `ys `_ 4" NYS HERS Energy Rater BER-041 e�Gp 65406 NYS PE 065406-1 5r)r-ESSiO'tM]"" Wir -Th [,tr.g /--S Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: alp_I() . . , rt: 't L1n a . Date Inspection request received: Inspector's Initials NAME r. tut 0IT#: )3— / 3J LOCATION: QX 6--Con G. U�c. A TE: to- /3-/ 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 ve✓ 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers ty Guards at stairs,decks,patios more than 30 inches above grade ...4Guard 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 V / 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 / Safety glazing/Win in stairwells safety glazing ✓ Interior Smoke Det rs/Carbon Mono 'de6etedors / Every level: Ev Bedroom ✓\/// ✓ Outside every bedroom tea: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area J / 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 c7z`es'�F Z 1700 L Duct work sealed properly/Blower Door Test Certification / Floor truss,draft stopping finished basement 1,000 sq.ft. E t Emergency egress below grade / / Ceti- �\ �_ . Gas Furnace shut-off within 30 feet or within line of site V / �V Oil Fumace shut-off at entrance to furnace area ../ Fumace/Hot Water Heater operating �/ / Low water shut-off boiler / / Relief Valve(s)installed/Heat Trap/Water Temp 110 ✓ Enclosed Stairs Sheetrock Underside minimum h"Gypsum / Basement stairs closed rise>4 inches ✓ Garage Floor Pitched Garage fireproofing/''A hour fire door/door closer 7/ Gas Logs in Seated or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final SurveyPlot Plan Arc FFaultBBreaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Buft Septic System ce r q fired Dept. Inspection Sticker fv/////,/ Shte Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&Codes Fomhs'Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/12/10,Revised 04/13/11 -1 LCA 12 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8258 Date Inspection j • ed: 1 Queensbury Building &Code Enforcement Arrive: P •,:y - •art: - 742 Bay Road, Queensbury, NY 12804 Inspector's I /a� NAME: elate) - PE s. IT #: / 3-/35 LOCATION: , ¶ 03.UUp.n.A,, ,cs`. INSPECT ON: Co—//—/3 TYPE OF STRUCTURE: Y ! N N/A • :Rough Plumbing/Nail Plates V Plumbing Vent/Vents in Place 1 i inch minimum Drain Size ✓/ Washing Machine Drain 2 inch minimum ✓� Cleanout every 100 feet/change of direction Pressure Test f Drain/Vent Air/Head ✓� 5 P.S.I. or 10 R above highest connection for 15 minutes / Pressure Test Water Supply Piping vv/I/ Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8258 Date Ins•ection • •- Queensbury Building & Code Enforcement Arrive: : A Qulr• art: c HO ETu7/•`u 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME Oftt P IT #: J 3- 13 5 LOCATION: a Rry_A. mitt- On INSPECT ON: Lo'5-/3 TYPE OF STRUCTURE: .S F b Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %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 t llnsulation/Residential Check/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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: (9 10 —13 NAME: &L.tp� LOCATION: SI (-- roil)2 PERMIT#: / 3- /235 • Final Survey Plot Plan Approved Denied The attached fmal survey has been received by the Dept. of Community Development. Upon review the survey has been: 1 Craig Brown, Zoning Administrator Notes: LA.SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administratar.doc Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:/'f NAME: (L/ PERMIT NO.: LX — t Cr LOCATION: t f0 INSPECT ON: a RECHECK: d Comments and/or diaoram 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 Held: Total length ft. Length of each trench ft. Depth of trenches _ ft. Size of Stone Seepage Pits: Number I\ Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Openin. Sealed: N End cap N Outlet Pipes& =- - N \'CJ2�� Man grade _ _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 Pro • Front Rear Left Side Right Side Middle Front Middle Rear System Use Status• Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiling\2010\Building Codes Wmrsurnpection Foms‘Septic Inspection Reporr`03 29 10.doc Septic Inspecction Report Office No. (518) 761-8256 Date Inspection -• “- _ -iv-. Queensbury Building &Code Enforcement Arrive: [/1%7N t,.m 47t: - am/pr 742 Bay Rd., Queensbury, ...� iNY 12804 Inspector's Initials: NAME: eilLr'2 NO.: /3-135 LOCATION: sa 1( b' eneua_ •ECT ON: S-2/-13 RECHECK: Comments and/or diagram Soil Type OW •.m/ Clay Type of Water: ugicipa_ ; ell Water Water - -:+..ration distance tf' 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 t2O ft. AS BUILT Length of each trench _.eft. Depth of trenches 1` "i -7 ft. Size of Stone Ar7 Seepage Pits: Number Size: x Stone Size: _ , !-may l i Piping Size Type _ (� Building to tank t C. a�8 )� � \ TQC _ Tank to Distribution Box lllIMsslVls.-i ` ' Distribution Box to Field/ Pit (.4`` or L+ Tb t-t` Qssc. E Opening Sealed: N ttiN � c End Cap l —,N Inlet/Outlet Pipes&Baffles l� N Manholes 12"or less below grade �,_ [provide extension collar if Yet. _Y Location/ Separations Foundation to tank tD ft. Foundation to absorption _ -LA ft. Separation of •1,, ft. Conforms as per P . Plan _N Engineer Report a . As-Bui Y.,,,^N ETU Maintenan.= . • : .ct _Y_N provided Location of System on Property: Front - " Sid- Right Side Middle Front Middle Rear S tem Use Statu Approved Partial Approved and needs to re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\nspection Forms\Septic Inspemon Report_03 29 10.doc NO Joints Galusha,LLC h� PalletteStone Corp. 3, SUS-US- PrimdMembnsofdx QA.Callao Compton., F b . ^, .4-,:e Jsl I Fli ettrAM LA ItD L=Hriki ,44.111,,,,:,! GTh tICI re y le i o rii �� • ', ., , , l, -c-- READY-MIX CONCRETE-CRUSHED LIMESTONE-BLACKTOP '= PRECAST STRUCTURES-SAND-AGRICULTURAL LIME m ,--... r TOPSOIL-LANDSCAPE BLOCKS-CONCRETE PUMPING Corporate Office 269 Ballard Road "+* - Wilton, NY 12831 =`h- Office: 518.584.2421 Fax: 518.584.4382 SAFETY, QUALITY, PRODUCTIVITY - WWW.DACOLLINS.COM /6 - / Rough Plumbing 0 Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: SIS Sal/ 3 Queensbury Building &Code Enforcement Arrive: am/pm i : .art:{ .'� am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: di < _/► Il w . NAME CL- v i 1= PERMIT #: /3 - 13S LOCATION: .2 SC G- - --E-A1%.2 . INSPECT ON: </t7/i 3 TYPE OF STRUCTURE: 67 Y N WA 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.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping 0 /Head 5 50 P.S.1 for 15 minutes insulation /Residential Check/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: CL-- \Q- • Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing l Insulation Inspection Report Office No. (518)761-8256 Date Inspection .13'" jived: S / '‘Queensbury Building &Code Enforcement Arrive: Z=3Ca �,l u? • -it \ = a aP 742 Bay Road, Queensbury, NY 12804 Inspector's Initia gearL NAME: G L PER #: / 3 - /3 5 LOCATION: �� 6-a-e,-e- 6(e- • INSP CT ON: Sy/Si 3 TYPE OF STRUCTURE: F_CTitO D_ Y N NIA ( iflambing ,'Nait•P.iateser / I >- tJcc� o `Plumbing Vent/Vents m Plaice p?-ep (2-1z.--€.-_ 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum SASh Cleanout every 100 feet 1 change of direction S`i S-cCM u3'" Pressure Test 7 5 ' , Drain /Vent _ Air/Head r✓�t� bolte_;. 5 P.S.I. or 10 ft above highest connection for 15 minutes Pressure Test •/� Water Supply Piping Ain Head 0 P.S.I for 15 minutes nsu t•' •n I 'esidential Check/Commercial Check v yvek'or;Simi arl;E:ctenor�SealanWF / v t 7 Proper Vent, Attic Vent 4 Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framin Firesto /0 g / 1 z pping Inspection Report Office No. (518) 761-8256 Date Inspection re! es •d: s/03 �3 Queensbury Building & Code Enforcement Arrive: 0 a r r 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: is- • L VI a NAME: C � P" #: - ! 3 S LOCATION: 9- L 2' 9 -t Ve IN° ` CT ON: SAW 3 ,r) 'E OF STRUCTURE: 3FD -7.IA\ 7.. Cat ( Pt (ice I, _ - - CO MENTS: Y ramie ov \ Attic Acces 22" x 2 " minimum Jack Studs/Headers Truss Specification Provided Bracing /Bridging Joist hangers Jack Posts /Main Beams l —�s P1/40c,‘-koR--. co�uM�j Exterior sheeting nailed properly 12" 0.C. -.L.00?._ 4\ 3c_DiA Headroom 6 ft. 8 in. ,fJ Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 11 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses / Anchor Bolts 6 ft. or less on center / > AV V c\tom_\-\OR4 Ice ans water shield 24 inches from wall G3 \-\cam t4-t 1'3 44. if -separation 1, 2, 3 hour air wall 2, 3, 4 hour Penetration sealed - \ZES r pg 16 inch insulation in cavity min. 'Mc?, Garage Fire Separation 5 p�� �Ehi iAo‘z 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_Revised_02 0513 Framing / Firestopping Inspection Report z `� Office No. (518) 761-8256 Date Ins' •cti r o-requ .9 S/1/3 Queensbury Building & Code Enforcement Arrive: `e . 11:5 , 742 Bay Road, Queensbury, NY 12804 Inspect° s Initials: #Y 6 NAME: GL-err PER l 3- i3 S/ LOCATION: 6* INSPE ON: 5/8//3 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing • Attic Access 22" x 20" minimum Jack Studs/Headers Truss Specification Provided Bracing /Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" 0.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 11/2 (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 ans 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 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_Revised_02 0513 MA-P ( -1 >R Foundation Inspection Report Of P c1 Office No.(518)761-8256 Date Inspection request received: 1 0'iilck 7 3 Queensbury Building&Code Enforcement Arrive: am/pm Depart./4e. pm 742 Bay Rd.,Queeeensbury,,NY 12804 Inspector's Initials:/X ` NAME: (A kit Lin iY ViS PERMIT#: a2c0 %3 - /3 <, LOCATION: 02( edet V/ rC INSECON: /gel/ 13 TYPE OF STRUCTURE: 14. Emma* n 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 Dampproofmg v/ Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing npoly for wet areas under slab / Backfil Approval ` � Plumbing Under Slab V PVC/Cast I Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Fomes\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report ?7 Office No.(518)761-8256 Date Inspection request received: 1/ /3 Queensbury Building&Code Enforcement Arrive: am/pm Depart: __ .,, pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: C.:$4--) NAME: � �!^ P arl�� PERMIT#: () I 3-1 J LOCATION: L 19 oc b eget-- INSPECT ON: III . • 3 TYPE OF STRUCTURE: 1 Comments ootineDs V N N/A, Cktred Piers Monolithic Slab Reinforcement in Place The contractor is responsible kr providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour / Reinforcement in Place Cm Footing Dowels or Keyway in placeV ` Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Fors\Foundation Inspection Reportdoc last printed 12/20/2005 9:24:00 AM