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2014-640 .11" TOWN OF QUEENSBURY cfew 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140640 Date Issued: Monday, May 18, 2015 This is to certify that work requested to be done as shown by Permit Number P20140640 has been completed. Location: 49 MELDON Cir Tax Map Number: 523400-289-020-0001-046-000-0000 Owner: MICHAELS GROUP Applicant: MICHAELS GROUP This structure may be occupied as a: Garage Attached By Order of Town Board Townhouse TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or ' other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 143y, � 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 jjj Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: P20140640 Application Number: A20140640 Tax Map No: 523400-289-020-0001-046-000-0000 Permission is hereby granted to: MICHAELS GROUP For property located at 49 MELDON Cir 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: MICHAELS GROUP Garage Attached SUITE l Townhouse $260,000.00 10 BLACKSMITH Dr Total Value $260,000.00 MALTA,NY 12020 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2014-640 Townhouse 1,751 sq.ft. Garage 444 sq.ft. $416.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,December 30,2015 (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 of Quee}T, ury 117u c , t l • i i ber 30,2014 SIGNED BY - �, for the Town of Queensbury. Director of Building& Code Enforcement r OFFICE USE ONLY / / TAX MAP NO. D.g"(//yy.G . 4 A/&y PERMIT NO. I d —6, �1(� 12 FEES: PERMIT j 1(J6 2i CREATION PIA- ENGINEERING EC 16 2014 FP p / ( (If applicable) f 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: THt✓ MICkiD.ELS C-17-W? OWNER: ADDRESS: ID BLAULsk m 1)1Z HP LT11. ,N'{ IZozo ADDRESS: " PHONE NOS. 518-a5`I - PHONE NOS. " CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: 7 SC-10 PHONE: .6 -314 4- LOCATION OF PROPERTY: -4-4:1 C((?_Gerc SUBDIVISION NAME: 1 SND Crec.. naci S PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR O C o~- PROJECT 0 Q p O cn w W Lu r- w JOLu S OJ ' w -' a0121 ..== W o J LL o o o O UJ z F O H W — z < ¢ � cn ticr, I OLL. i— SINGLE FAMILY TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE �( 11151 ‘11:5114 21 't7_ BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1673) NiC 444-t OTHER Town of Queensbury . Community Development Office . 742 Bay Road, Queensbury, NY 12804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: '(C o - FUEL TYPE: ci A'S HEAT TYPE? c•H *HOW MANY FIREPLACE(S) O AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: 51NctLe FA I\--`r IteS►t>p-3c . ORO , )) ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? *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 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 abo e. Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes a queensburv.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.aueensbury.net required permits, the permit process, application requirements or to schedule an appointment) This application / proposed action described Permission is hereby granted to the above herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: ZONING APPROVAL DATE BUILDING & CODES APPROVAL DATE d CITown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Town of Queensbury ! n Michael F. Travis Highway 1D„--31-19 'U� �l Highway Superintendent g y Home (518) 798-0413 Department 742 Bay Road-Queensbury, NY 12804 Thomas R. Van Ness Office Phone: (518)761-8211 Deputy Highway Superintendent Fax: (518) 745-4466 Home (518) 745-0929 DRIVEWAY PERMIT DATE: 12\x) 14 APPLICANT NAME: 714e. MIc.-4A SCl ,,' ', LL..0 TELEPHONE NO.: 514e. .ea.C11 . c311 ADDRESS TO BE INSPECTED: 4ci C11T-C-tE. 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 inspection completed by: Date: Approval by Highway 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 Queensbury Building & Code Enforcement - Residential Final Inspection \ Once No. (518) 761-8256 Arrive: am/pm •epart: I `5 am/pm Date Inspection request received: -14t'1Inspector's Initials: _ � NAME: M\cra(iSCD1vl PERMIT#: • Wr'laz.0 LOCATION: `fj c�,� DATE: b\)b-\ b5 TYPE OF STRUCTURE: —to w\r, X--) _ _ Comments: Yes„ No N/A 4" Building Number Address visible from road,.- 1(>11 g� ,zJ��d Chimney Height/"B"Vent/Direct Vent Location/ Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches V, 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 w/ 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 t/ar� Interior privacy/trim/doors/main entrance 36 inches if Bathroom/Kitchen watertight i Safety glazing/Window in stairwells safet r�glazing Interior Smoke Defectors/Carbon Mo / oxide etectors Every level: V Every Bedroo : Outside every bedroom r-ea: /7- Inter /Inter Connected: V Battery backup: s/ 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 vi/:, / Bathroom Fans, if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel o,��, Duct work sealed properly/Blower Door Test Certification Floor truss, draft stopping finished basement 1,000 sq.ft. e7 Emergency egress below grade t Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler a Relief Valve(s) installed/Heat Trap/Water Temp 110 ti/ Enclosed Stairs Sheetrock Underside minimum%2"Gypsum / Basement stairs closed rise>4 inches V Garage Floor Pitched V/ Garage fireproofing/3/4 hour fire door!door closer V 6 Gas Logs in Sealed or Glass Enclosure s/ Final Electrical; Energy Saving Light Bulbs 50% ,v, Final Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding s---1 � f As Built Septic System/Sewer Dept. .r2spection tickeA V / Site Plan /Variance required v Flood Plain Certification, if required (.2.„..../ 7 tiOkay to issue C/C or C I O [Temporary I Permanent) _ 'c'V`11,Ss S 1.V 4E.< - AD [u b /- nc lm r L:\Building &Codes Forms\Building&Codesllnspection Forms1Residential Final Inspection Form_revised_100405.doc; Revised January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 0 Air``Leakage Property Organization HERS Unknown Grajny Consulting, LLC Confirmed 49 Meldon Circle 518-221-3240 05/14/15 Queensbury, NY 12804 Stan Grajny, PE Rating No:0401154 Rater ID:5609922 Weather:Albany, NY Builder 49_Meldon_R The Michaels Group MichaelsGroup_49MeldonQueensb ury_NYESH_T2_051415.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.12 0.09 ACH ® 50 Pascals 2.18 2.18 CFM®25 Pascals 691 691 CFM @ 50 Pascals 1084 1084 Eff. Leakage Area (sq.in) 59.5 59.5 Specific Leakage Area 0.00012 0.00012 ELA/100 sf shell (sq.in) 0.85 0.85 Duct Leakage Leakage to Outside Units Ducting CFM® 25 Pascals 0 CFM25 / CFMfan 0.0000 CFM25 / CFA 0.0000 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM® 50 Pascals 0 Eff. Leakage Area (sq.in) 0.00 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0745 Ventilation Mechanical Exhaust Only ASHRAE Sensible Recovery Eff. (%) 0.0 62.2-2010 Total Recovery Eff. (%) 0.0 Rate (cfm) 67 65 Hours/Day 24.0 24.0 Fan Watts 30.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - Ventilation Requirements The ASHRAE 62.2 flow rates shown above are the CONTINUOUS mechanical fresh air ventilation which will meet the'whole-building requirement under that version of the standard. Both values incorporate any appropriate'infiltration credit'. Intermittent mechanical ventilation may be used if the flow rate is adjusted accordingly. For example, the runtime can be reduced to 12 hours per day using a doubled flow rate, as long as the system provides ventilation at least once every 3 hours. For more detail, refer to the appropriate standard. i..uni nCCC t\�.tLtCI i iia i L1 CI zv CI ICIS't IS alit. nal,.I .)UI two.0 V I't.0. i This information does not constitute any warranty of energy cost or savings. ©1985-2015 Noresco, Boulder, Colorado. Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: 5\lit\ ?SIS NAME: M konrads G,vruf LOCATION: in e G\rdc PERMIT#: Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the Town of Queensbury Building &Code Enforcement ((�'� Office No. (518)761-8256 (e,a6,1 \ 0 J Rough Plumbing / Insulation Inspection Report Inspection request received: '1\ 1\ \' Name: k‘ack1C,TS 6V Inspected on: 4 2. 7-701`J Location: A9 Arrive: a.m. l p.m. Permit No.: 1y,"` 1040 Inspector's Initials: Type of Structure: v\nnlr'Ot,kS6 COMMENTS Y N NA Plumbing under slab 0)111,ty. 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 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 12_—"3 (6 a trzvC Rough Plumbing/Insulation Inspection Report Town of Queensbury Building&Code Enforcement MON Office No. (518)761-8256 ( 10 6Z) Rough Plumbing I Insulation Inspection Report Inspection request received: 31a \\c-D Name: Oros-Lc G1Yt71- Inspected on: 't 2015 Location: 4c1 'MCAd Arrive: • --A4 a.m. / p.m. Permit No.: 14 -ALO Inspector's Initials: Type of Structure: o''k'V\, COMMENTS Y N NA - l Plumbing under slab 7 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 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 Rough Plumbing/Insulation Inspection Report �, Town of Queensbury Building & Code Enforcement MON Office No. (518) 761-8256 10 - 2-' (too ) Framing / Firestopping Inspection Report Inspection request received: �'�\ 15 Name: M'I-nGoch).e Inspected on: 5I0IZ�t�� Location: 49 'M,tld,Q,;( Arrive: � a.m./p.m. Permit No.: 14-IQ110 Inspector's Initials: TYPE OF STRUCTURE: 1-61.A..77VOIMC6--- N N/A COMMENTS: Framing Attic Access 22"x 30" --- N N/7- - �` 3\ Jack Studs/Headers J Truss Specification Provided i � Bracing I Bridging g'// Joist hangers V Jack Posts/Main Beams V 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 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 CFirestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%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 Town of Queensbury Building &Code Enforcement '" c2 V1 l'C Office No.(518)761-8256 Rough Plumbing / Insulation Inspection Report Inspection request received: 314 l5 Name: Mk(-VVA7I'-. C1a 1 Inspected on: 3 23 �=. .. Location: 49 Mdc\e:-c1 Arrive: W Raia.m. I p.m. Permit No.: to--110 Inspector's Initials: atisi&1111 Type of Structure: vv-\h. COMMENTS N NA Plumbing under slab I-KYNct Rough Plumbing/Nail Plates — luim),01 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 „;' 7-Heal ,( 1) 5 P.S.I. ► 10 ft. above highest connection for 15 minutes re Test Water Supply Piping Air/Head 50 P.S.I 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 Rough Plumbing/Insulation Inspection Report s 14 0--1c Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 3b-kA Queensbury Building&Code Enforcement Arrive: am/p Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials• • NAME: M c.l'rKA's C`1+cu-u� PERMIT#: \`[ b ko LOCATION: .4q ,�cko-�'1 1 INSPECT ON: 317 1'2-- 15 TYPE OF STRUCTURE: WY-I1'-1 Comments N N/A Footings - )VA 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 pcsCIP 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 Foundation Inspection Report • Office No. (518) 761-8256 Date Inspection request received: /i /i0 Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials• NAME: ✓1'\ C -( S G r(iPERMIT#: '�-� ( �d t,v-C I LOCATION: ` e �� INSPECT ON: Z// )// .5 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers ilk 1 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 r Foundation Waterproofing Footing Drain Daylight or Sump j Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab / ackfill 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 Foundation Inspection Report /0-0- l_ Office No.(518)761-8256 Date Inspection quest received: //24,,(6,0/s Queensbury Building&Code Enforcement Arrive: j / am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect '�S 'tials: , NAME: /Vele e�S PERMIT#: 14— o LOCATION: 4-64-07.�r2'L INSPECT ON: i,-f.JG2,1 0 .J/S 29 TYPE OF STRUCTURE: 4. . Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place 4,-,41-t, 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 1 v j Footing Dowels or Keyway in place Foundation Dampproofmg ti y Foundation Waterproofing 1127, -) 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. , 1 L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014