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2012-069 �� TOWN OF QUEENSBURY A 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120069 Application Number: A20120069 Tax Map No: 523400-289-020-0001-032-000-0000 Permission is hereby granted to: MICHAELS GROUP For property located at: 62 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 HOLDINGS, LI Fireplace 10 BLACKSMITH Dr Garage Attached $250,000.00 MALTA, NY 12020-0000 Townhouse Total Value $250,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2012-069 1544 sq ft townhouse and 437 sq ft garage and 1 fireplace $374.35 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, March 05,2013 (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 ueens ; -.n,.y, March 05, 2012 SIGNED BY i at _ �i for the Town of Queensbury. Pk Director of Building&Code' forcement 01111W e TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 vew Y , rY• ) Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120069 Date Issued: Tuesday, June 26, 2012 This is to certify that work requested to be done as shown by Permit Number P20120069 has been completed. Location: 62 MELDON Cir Tax Map Number: 523400-289-020-0001-032-000-0000 Owner: MICHAELS GROUP HOLDINGS, LLC Tax Mao Number: 523400-289-020-0001-032-000-0000 pphca t: MICHAELS GROUP Owner: MICHAELS GROUP This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY "Townhouse Issuance of this Certificate of Occupancy DOES NOT relieve the property (- J 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 nforce ent or Zoning Board of Appeals. OFFICE USE ONLY e1 "� I-'1 rre !1 /7 TAX MAP NO. 4 t --/ ✓ 0 11: __,, t %:f c�__ , I1 IT NO. V�j� .-_.�. I�I FEES: PERMI J' RECREATION ENGINEERING FEB 2 2 2012 U r l , (If applicable) , ' TOWN OF QUEENSBURY PRINCIPAL STRUCTURE: BUILDING & CODES 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: -The- MIor+ -S C.liz P OWNER: ADDRESS: RD a sK1T+► 1>R, Mm-TA- ,NY 1767-0 ADDRESS: " PHONE NOS. 51g"89g- (0'511 PHONE NOS. " CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 'T• 1-° SC-ti d PHONE: 851 -31 4 4- LOCATION OF PROPERTY: (0Z H. -el C.Arr r SUBDIVISION NAME: I.-ki1.lD4.1r CT O 4 , S PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: I CHECK ALL THAT z APPLY TO YOUR O rr C{ p PROJECT 0 Q 0 O (n Oj I LL LL-1(2 co 1 OO OLL W _1 0 2 W = 1- �= O z W D " j o � ° cc< < en c.,u) 0LL LL oS SINGLE FAMILY TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE I t, i 154 4 — % 544+ 29 t dv BUSINESS OFFICE .' CI RETAIL- , MERCANTILE FACTORY OR INDUSTRIAL ATTACHED 6„6 GARAGE(1n3) x 4 37 OTHER . Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: FUEL TYPE: ci A.s HEAT TYPE? P H *HOW MANY FIREPLACE(S) 1 AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? NO IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: SIN(-11-E F-N-m1\-`-e �c 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 e above. Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes(ai?queensbury.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www•queensbury.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: c ( JV Agar I1_, ZONING APPROVAL DATE BUILDING & C: S 'PROVAL TE CIL d Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Town of Queensbury Michael F. Travis Highway Highway Superintendent 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 alECIEDVE DATE: 2.l15\ 2 FEB 2 2 2012 APPLICANT NAME: C-NA-t-tS C TOWN OF QUEENSBURY TELEPHONE NO.: BUILDING & CODES ADDRESS TO BE INSPEC I ED: b Z t■-\ sz_f_L& RETURN ADDRESS: 1 Zyz1 �„� N� 1202_Cp 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 Fire Marshal's Office ^� Town o f Queensbury • 742 Bay Road • Queensbury, New York •128 4 L Michael I.Palmer, Fire Marshal•Gary Stillman, Deputy Fire Marshal TOWN OF Q L BUILDING& CODES URY APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building & Codes Office for the issuance of a Building & 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: 'T -1 12.CY INSTALLER/BUILDER: f3■117„-t- F11Lc ADDRESS: \ L.A{V-S1 krT\-1 pfLt M D.L-T\1N'-1 ADDRESS: f to C, _t,LA-sl {Qt Jt./f �� t-2 o Zo 22.05 PHONE NOS. iia>ct°t -w'I I PHONE NOS. ct � LOCATION OF PROPERTY: GOZ fZLL,E SUBDIVISION NAME: \-I1 LA-N1J L(a ..)Sc..)y' c s LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: t-1V1 tom\ CZOUM CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: T. 1—cz. CrtiSC1 U PHONE: Cr.. 61 -314.. v. FUEL BURNING APPLIANCE INFORMATION WOOD COAL PELLET ! GAS ) OIL STOVE FIREPLACE INSERT FIREPLACE, FACTORY BUILT* FIREPLACE,MASONRY FURNACE (GARAGE ONLY) *IF FACTORY BUILT, PLEASE PROVIDE: MANUFACTURER NAME: - 7 1 - N -C1Lc MODEL NO. t:\J 3"7 32-SB I LISTED BY: NUMBER: QUESTIONS ? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BR CK STONEE OR EMAIL: firemarshalRqueensbury.net MASONRY** CHECK ONE ✓ VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.queensbury.net FLUE CHECK ONE ✓ DOUBLE CHIMNEY. ' WALL i TRIPLE WALL INSULATED DIRECT VENT i 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. A* /- 3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reques i , ,,rte 1 )— Queensbury Building&Code Enforcement Arrive: ' =30: u.pn?�� ' part: p) 742 Ba y .Rd Queensbury,ury, NY 12804 Inspector's Initi: s: �� j 6/ NAME: i d- 5 PERMIT 4: ea/c71- "d LOCATION: s 7t,.„/+", i'; INSPECT ON: 3 =MX TYPE OF STRUCTURE: Comments Y NIA outings 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 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 Forrns\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM iv , Foundation Inspection Report Office No. (518)761-8256 Date Inspection r -. :t Queensbury Building&Code Enforcement Arrive: - ell Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Im l l _ c".' i, NAME: � i eo / . PERMIT#: /2 -06',7 LOCATION: I.�i1�/ /�,'E� 4Z 1111117/ INSPECT ON: TYPE OF STRUC ' : _ Z \ '\4 V -c_-c \ UL J, Comments Y N ; N/A Footings Piers Monolithic Slab 1 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: r 12 inch width l \ 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval P umtiing-Under- ast/ o. .- Foundation Insulati t'1 ' 1 to . xterior R- 1_1' 1I't _ ` ■ Rough Grade 6 inch drop within 10 ft. 1 L:\Bullding &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM C s - t - / f3 MD ., Foundation Inspection Report Pe P rt 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: e,(_,4 1� NAME: 1 \(9 ��r�� PERMIT#: /(9.--0 (0 9 LOCATION: LQ (\e non /) '(ii re.gyp- INSPECT ON: TYPE OF STRUCTURE: -7..A__ `-c •,�,, Commenta 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. CFoundation/Wallpour Reinforcement in Place , J 2, ht- Footing Dowels or Keyway in place 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM td) .6 ic)631,160(1 Foundation Inspection Report 3 - 1,: Office No. (518) 761-8256 Date Inspection request received: _ -- w- •Queensbury Building&Code Enforcement Arrive: am/pm Depart: ■ _ am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME:LOCATION: ��(� � ��1 (1„/\,�`-i.� INSPECT : �� '`r 4 ON: TYPE OF STRUCTURE: `-bc 1.2) n hv_xt.SF. 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 Dampproofmg undation Waterproofing ( Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing _ _6 -areas under slab .— Backfill Approval P mbing 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 /— -3'ir`I' Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 3 Az, Queensbury Building&Code Enforcement Arrive: am/pm Depart: s pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:]t "1. NAME: iLlizjite Gt S PERMIT#: aQ l - ( ,9 LOCATION: X?- ty.y INSPECT ON: 3/,{o a-o/ ]. TYPE OF STRUCTURE: ,( , Comments Y N N/A Footings Piers ..tig, Monolithic Slab 'PO Reinforcement in Pla - rot.- The contractor is resp..'. - 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 Dampproofmg I - Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 1 \7 6 inches oting 6 mil poly above for wet fo areas under slab Backf ll Approval /Ptwnbin_ Under Slab ,,—zy k - L o c,) PV /Cast/Copper 1 V c-- --- oundation Insulation Interior/Exterior R Rough Grade 6 inch drop within 10 ft. I.:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Repot O f f i c e No. (518) 761-8256 Date I • =.'•n - • ,i Queensbury Building &Code Enforcement Arrive. = , pm_:__ ! -• : 3�} � 742 Bay Road, Queensbury, NY 12804 Ins. =. or's NAME:LOCATION n 1 k P PERMIT#: / O&! C � q_ r`c\ I -1 A (.. r INSPECT ON: y I g TYPE OF STRUCTURE: '-r ,-Y,,u Y t4/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 '/2(w) 16 gauge (8) 160 nails each side Draft stopping 1,000 sq. ft. floor trusses Pp nS �! Anchor Bolts Eft — s \-7 4 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 'A 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:\Buitding&Codes Forms-OLD\Building&Codes\lnspedion FormsFFraminp Firestopping Inspection Report.doc Revised January 7, 2008 Framing / Firestopping Inspection Report e (2— Office No. (518) 761-8256 Date 1 n req received: a l' �iY ) �) Queensbury Building &Code Enforcement Arrive: 3=tea a e'''' �r1J� .Dwar't: . u 742 Bay Road, Queensbury, NY 12804 Inspector's I NAME: ' "1 el,ds '.. PERMIT#: / LOCATION: I1a1:3LFJPIP Y rel-e-- INSPECT ON: TYPE OF STRUCTURE: Y- - 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) 160 nails each side Draft stopping 1,000 sq. ft. floor trusses .. ` �y O Anchor' or less on center �%"" ,J and waters ' 24 inches from wall V 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 i 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-OLD\Building&Codes\nspedion FortnslFr ming Firestopping inspection Report•doc Revised Januscy 7, 2008 D .(3inesdac 1-3 (?r3o) ,_/ Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance. No deviation from the manufacturer's instructions or specifications is allowed. Permit# —n.09 Schedule Inspection 1 4 .'"13 Time k. \ c am pm anytime Inspector Name Address (Q Q !`(1Q Id el 1�r Rough 4 Final_ Appliance Manufacturer(7-1-(-- ° Model# VS/ '3 2__..S.--f- I Direct Vent +�Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection f Ca ROC* fl Lit' Clearances to Combustibles (all sides) / f riN e. Firestop(s) Vertical Chase i / Wall Penetration Vent Clearances to Combustibles i Vent/Chimney Termination Chimney height must be 3 feet above roof penetration; 2 feet above any combustible construction within 10 feet Gas Shut-Off Valve V Combustion Air 7 Hearth Extension (if any) I Mantel Height above Up opening / Witness Operation �J Tank Placement(if LP) I _ • CO Detection ' CSST Bonding e9\v1c White—Building Dept. Yellow—Cust)mer Ptak—Fire Marshal &cl 11e sd 1-3 (( �.3o Rough Plumbing I Insulation Inspection Reporf Office No. (518) 761-8256 Date Inspection request received: ',./-aJ-1 Queensbury Budding & Code Enforcement Arrive: am/pm Depart: i(,/\5" am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ‘C.A aa.eAs ,. , .• PERMIT #: 14- bco.? LOCATION: t o a, Me.,.1 n Orr- INSPECT ON: L/--a TYPE OF STRUCTURE: -1 b w owe _ l'3frram"'" N/A 1.--JPS13`c-L. Rough Plumbing / Nail Plates af Plumbiin• Vent/Vents in Place ■ 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction 111111111111' Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.1 for 15 minutes Insulation / Residential Check/Commercial Check _yvek or Similar Exterior Sealant MEM 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 8..ns8,61( I-3 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ``LAc' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: t ,1, An) ■ NAME: la A . ,_- _ PERMIT#: 1 ____ LOCATION: Z2 n� 1`L1 ,t • • t l' INSPECT ON: /� TYPE OF STRUCTURE: 1 a7 to c�{M i Y N/A COMMENTS: trami • Attic Access 22" x 30" minimum ✓ /Rv rc QQ6t � Jack Studs/ Headers eaeB 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 %(w) 16 gauge (8) 16D nails each aide 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 Fi 3 4 hour Fire stop in 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 L:1Building&Codes Fours-OL.D\Buiidinq&Codes\nspection FormslFraming Firestopping inspection Reportdoc Revised January 7, 2908 vndit ' ID Rou h Piumbin I Insulation ns scion Re ort Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: 9 v n, am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �y NAME: N\V ' & As PERMIT #: LOCATION: Lo a 't? 1 J , n C l ec e INSPECT ON: 9--30-/A TYPE OF STRUCTURE: Y N N/A Row h Plumbin. / 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 9('-' Insulation / Residential Check/Commercial Check 4 jyvek 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 I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm De art: D.i am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME:`` ^ ` PERMIT #: 2 . ) ( LOCATION: La _ 1�-i.�-� �v C'�r INSPECT ON: 4 TYPE OF STRUCTURE: Y N NIA 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 I Head 50 P.S.I for 15 minutes Insulation / Residential Check I Commercial Check gr. Iyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: ' ) C_ L Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 Foundation Inspection Report Office No. (518)7614256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Dep am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: y ) NAME: 1Y\ ■ CA A G-- > PERMIT#: / .), 'O(0 9 LOCATION: (47 cirri INSPECT ON: TYPE OF STRUCTURE: Comments Footings Y N N/A 7 Dec. x 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 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 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: )�_ NAME: U, .ti LOCATION: (0 PERMIT#: Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the surve has been: Craigerwn, Zoning Administrator Notes: 1 LASueHemingway\Building.Codes.Inspection.FORMSTina1 Survey Zoning Administrator.doc AIR LEAKAGE REPORT Date: June 25,2012 Rating No.: 0426121 7 f / Building Name: 62_Meldon_L Rating Org.: Grajny Consulting.LLC J:1-• Owner's Name: Unknown Phone No: 518-221-3240 / Property: 62 Meldon Circle Rater's Name: Stan Grajny,PE Address: Queensbury,NY 12805 Rater's No.: BER-041 Builder's Name: The Michaels Group Weather Site: Albany,NY Rating Type: Confirmed File Name: MichaelsGroup_62MeldonQueensbury_NYESH_ Rating Date: 06/25/12 Blower door test Whole House Infiltration Heating Cooing Natural ACH: 0.15 0.12 ACH @ 50 Pascals: 2-84 2.84 CFM @ 25 Pascals: 791 791 CFM @ 50 Pascals: 1241 1241 Eff.Leakage Area: [sq.in] 68.1 68.1 Specific Leakage Area: 0.00015 0.00015 LELA/100 sf shell: [sq.in] 1.08 1.08 Duct Leakage Leakage to Outside Units Ducting CFM @ 25 Pascals: 12 CFM25/C FMfan: 0.0088 CFM25/CFA: 0.0039 CFM per Std 152: _ N/A CFM per Std 152/CFA N/A CFM @ 50 Pascals: 19 Eff.Leakage Area: (sq.in] 1.03 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage: 0.0712 Ventilation Mechanical: Exhaust Only Sensible Recovery Eff.(%): 0.0 Total Recovery Eff.(%): 0.0 Rate(dm): 58 Hours/Day: _ 24.0 Fan Watts: 30.0 .Cooling Ventilation: Natural Ventilation ASH RAE 62.2-2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2-2010 Ventilation and Acceptable IndoorAir Quality in Low-Rise Residential Buildings,a minimum of 53 cfm of mechanical ventilation must be provided continuously. 24 hours per day. Altematively,an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example,a 107 cfm mechanical ventilation system would need to operate 12 hours per day,as long as the system operates to provide required average ventilation once each hour. REM/Rate-Residential Energy Analysis and Rating Software v12.99 This information does not constitute any warranty of energy cost or savings. �3 1985-2012Architectural Energy Corporation.Boulder,Colorado. 7 3 r 0 Queensbury Building & Code Enforcement - Residential Final Inspection ��'= �- Office No. (518) 761-8256 Arrive: am/prrr D ��< Cam/pm Date Inspection request received: /)_&7X Inspector's Initials: 4 NAME: . _ • AP 4 PERMIT#: - _/ ,_ - r,Q LOCATION: IMMANIMMIalliri DATE: - ~AV TYPE OF STRUCTURE: Comment�A Yes/ No WA 4" Building Number Address visible from road /i Chimney Height/"B"Vent/Direct Vent Location v/.. Fresh Air Intake /, 3 inch Plumbing Vent through roof minimum 18 inches Y Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers v V` Guards at stairs,decks, patios more than 30 inches above grade G 7 uard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more _ Handrail Termination at Newell Post or Wall I 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/ Interior privacy/trim/doors/main entrance 36 inches /Dire._-1-0 t 5-5'x?`-' Bathroom/Kitchen watertight Safety glazing I Win in stairwells safety g ing Cry Interior Smoke De ors/ argon M6�noxietectors c Every level: E ry Bedrgbm: yyy�� / I t,` Outside every bedroo 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 ' — [lE3�J 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 / t! Furnace/Hot Water Heater operating d 1 Low water shut-off boiler j Relief Valve(s)installed/Heat Trap/Water Temp 110 71 Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum r Basement stairs closed rise >4 inches Garage Floor Pitched Garage fireproofing/'/,hour fire door/door closer Gas Logs in Sealed or Glas pbure Final Electrical; Energy Sav g Light Bulbs 50% % • Final Survey Plot Plan — ' , Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles { _ Flex Gas Pipe Bonding - ■As Built Septic System/Se r....De . nspection Sticker -4 Site Plan /Variance require �� Flood Plain Certification, if required / Okay to issue C/C or C/0[Temporary/Permanent j ,VJ L:\Building&Codes Forms\Building & Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 a REScheck Software Version 4.4.2 Ci Compliance Certificate DI ECE0wEinl , Project Title: TH128 - Iroquois FEB 2 2 2012 Energy Code: 2010 New York Energy Conservation TOWN OF QUEENSBURY Construction Code BUILDING& CODES Location: Warren County, New York _ Construction Type: Single Family Building Orientation: Bldg.faces 0 deg. from North Conditioned Floor Area: 1544 ft2 Glazing Area Percentage: 14% Heating Degree Days: 7635 Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor: 62 Meldon Circle The Michaels Group,LLC Queensbury,NY 12804 10 Blacksmith Drive Permit Date: 13 February,2012 Malta, NY 12020 Compliance:Passes using performance alternative Compliance:0.5%Better Than Code 1 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Foundation Wall:Solid Concrete or Masonry 445 0.0 13.0 23 Orientation:Front Wall height:7.6' Depth below grade:6.6' Insulation depth:7.6' Foundation Wall:Solid Concrete or Masonry 262 0.0 13.0 10 Orientation:Back Wall height:7.6' Depth below grade:6.6' Insulation depth:7.6' 1x Basement(AD):Vinyl Frame:Double Pane with Low-E 29 0.310 9 SHGC:0.28 Orientation:Back Basement#7:Glass 40 0.300 12 SHGC:0.28 Orientation: Back Foundation Wall:Solid Concrete or Masonry 547 0.0 13.0 28 Orientation:Left Side Wall height:7.6' Depth below grade:6.6' Insulation depth:7.6' 1x Std Basement Window:Vinyl Frame:Double Pane with Low-E 2 0.310 1 SHGC:0.28 Orientation:Left Side lx Basement(AJ):Vinyl Frame:Double Pane with Low-E 15 0.310 5 SHGC:0.28 Orientation:Left Side Foundation Wall:Solid Concrete or Masonry 281 0.0 13.0 15 Orientation:Right Side Wall height:7.6' Depth below grade:6.6' Insulation depth:7.6' 1st Floor Walls:Wood Frame, 16"o.c. 585 19.0 0.0 32 Orientation:Front lx Bed#2(H):Vinyl Frame:Double Pane with Low-E 33 0.310 10 SHGC:0.28 Project Title:TH128-Iroquois Report date: 02/15/12 Data filename: F:\SHARE\Design\Res-Check\Hiland Crossings\62 Meldon Circle.rck Page 1 of 6 Orientation:Front Mud#20:Solid 19 0.170 3 Orientation: Front 1st Floor Walls:Wood Frame,16"o.c. 345 19.0 0.0 14 Orientation:Back lx Living(M):Vinyl Frame:Double Pane with Low-E 36 0.310 11 SHGC:0.28 Orientation:Back Living#19:Glass 19 0.290 6 SHGC:0.20 Orientation: Back lx Master Bed(L):Vinyl Frame:Double Pane with Low-E 33 0.310 10 SHGC:0.28 Orientation:Back 2x Master Bed(B):Vinyl Frame:Double Pane with Low-E 19 0.310 6 SHGC:0.28 Orientation:Back 1st Floor Walls:Wood Frame,16"o.c. 720 19.0 0.0 38 1 Orientation:Left Side lx Dining(F):Vinyl Frame:Double Pane with Low-E 29 0.310 9 SHGC:0.28 Orientation: Left Side 2x Dining(C):Vinyl Frame:Double Pane with Low-E 21 0.310 7 SHGC:0.28 Orientation:Left Side lx Living(E):Vinyl Frame:Double Pane with Low-E 14 0.310 4 1 SHGC:0.28 Orientation:Left Side lx Bath(A):Vinyl Frame:Double Pane with Low-E 7 0.310 2 SHGC:0.28 Orientation:Left Side Foyer#1:Solid 21 0.170 4 Orientation:Left Side 1st Floor Walls:Wood Frame, 16"o.c. 370 11.0 0.0 33 Orientation:Right Side Ceiling:Raised or Energy Truss 1544 38.0 0.0 39 Furnace:Forced Hot Air 92 AFUE Air Conditioner:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1 h OIL e'+Pe*J i �(tS%b�.lr 21 b J 201 L)r)-6411.4c....f me -Title Signature Date Aciamptkj 1 1 O P - -- Project Title: TH128-Iroquois Report date:02/15/12 Data filename: F:\SHARE\DesignlRes-CheckWiland Crossings162 Meldon Circle.rck Page 2 of 6 LIREScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ 1st Floor Walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ 1st Floor Walls:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ 1st Floor Walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ 1st Floor Walls:Wood Frame,16"o.c.,R-11.0 cavity insulation Comments: Basement Walls: ❑ Foundation Wall:Solid Concrete or Masonry,7.6'ht/6.6'bg/7.6'insul, R-13.0 continuous insulation Comments: ❑ Foundation Wall:Solid Concrete or Masonry,7.6'ht/6.6'bg/7.6'insul,R-13.0 continuous insulation Comments: ❑ Foundation Wall:Solid Concrete or Masonry,7.6'ht/6.6'bg/7.6'insul,R-13.0 continuous insulation Comments: • Foundation Wall:Solid Concrete or Masonry,7.6'ht/6.6'bg/7.6'insul, R-13.0 continuous insulation Comments: Windows: ❑ lx Basement(AD):Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 1x Std Basement Window:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ lx Basement(AJ):Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ lx Bed#2(H):Vinyl Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ lx Living(M):Vinyl Frame:Double Pane with Low-E, U-factor:0.310 For windows without labeled U-factors,describe features: Project Title:TH128-Iroquois Report date: 02/15/12 Data filename:F:\SHARE1Design\Res-Check\Hiland Crossings\62 Meldon Circle.rck Page 3 of 6 #Panes Frame Type Thermal Break? Yes No Comments: ❑ lx Master Bed(L):Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 2x Master Bed(B):Vinyl Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 1x Dining(F):Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ 2x Dining(C):Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: • lx Living(E):Vinyl Frame:Double Pane with Low-E,U-factor 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ lx Bath(A):Vinyl Frame:Double Pane with Low-E, U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Basement#7:Glass,U-factor:0.300 Comments: ❑ Mud#20:Solid, U-factor:0.170 Comments: This door is exempt from the U-factor requirement. ❑ Living#19:Glass,U-factor.0.290 Comments: ❑ Foyer#1:Solid,U-factor 0.170 Comments: Heating and Cooling Equipment: ❑ Fumace:Forced Hot Air 92 AFUE or higher Make and Model Number: ❑ Air Conditioner:Electric Central Air 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Project Title:TH128-Iroquois Report date: 02/15/12 Data filename:F:\SHARE\Design\Res-Check\Hiland Crossings162 Meldon Circle.rck Page 4 of 6 ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: u Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (g)Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Materials Identification and Installation: • Materials and equipment are installed in accordance with the manufacturer's installation instructions. D Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Li Materials and equipment are identified so that compliance can be determined. rJ- Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. • Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: u All ducts not completely inside the building envelope are insulated to at least R-6. Duct Construction and Testing: • Building framing cavities are not used as supply ducts. • All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes, mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Li All ducts and air handlers are located within conditioned space. Temperature Controls: Li At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. • Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Li Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. 7 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Li Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: • HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: u Heated swimming pools have an on/off heater switch. Project Title:TH128- Iroquois Report date: 02/15/12 Data filename:F:\SHARE\Design\Res-Check\Hiland Crossings\62 Meldon Circle.rck Page 5 of 6 • D Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Other Requirements: j Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: j A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:TH128-Iroquois Report date:02/15/12 Data filename:F:ISHARE\Design\Res-CheckU-liland Crossings162 Meldon Circle.rck Page 6 of 6 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 13.00 Ductwork(unconditioned spaces): Glass &Door Rating U-Factor SHGC Window 0.31 0.28 Door 0.30 0.28 Heating& Cooling Equipment Efficiency Forced Hot Air Furnace Electric Central Air Conditioner Water Heater: Name: Date: Comments: Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development Project for: /Di Permit No. 2012 `->�'�i Applicant Name: /Vdte-Z-A(5721, Zoning Administrator Tax Map No. A .= = el i we - Ap•Ihcation . Lot # 1 House # d-//%r óuL . _ road, street ARC 1 2012 Lot Size: dr Mobile Home Park: onmg •dm n strator _TOWN OF •UEENSB RY Business Plaza: Planned Unit Dev. (p.4 604-1,1 Subdivision: Phase/Section 1 Effective Year Zoning Ordinance Zoning Designation Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,B Subsequent to Development of lots within subdivisions subsequent to July 10, 1967 July 10, 1967 shall use the setback requirements in place at the time of the approval of the subdivision. 1967 1982, June 11 1988, September 19 Corner lot rule 2002, April 9 Prior to Nov. 23, 1992 approved subdivisions * (see note on back of form) 2009, May 12 Setbacks Existing j Required Name 9 squired Pro osed Difference Front 1 1 3 4 Front 2 Side 1 / oZ.L -• Side 2 i o�� Rear 1 1 `A Rear 2 17 i Shoreline Travel Corridor - Overly Zone Buffer — — — — — Yes No meets depth, width, &square footage requirements preexisting, nonconforming lot with proper setbacks required frontage on public road has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height (Max. ft.) — Is lot in a Flood Zone? — Floor Area Ratio worksheet required? Zone: WR-1A Town of Queensbury • Code Compliance and Informational Sheet for Permit Use _ Queensbury Dept. of Community Development 0 H 4— 0 * Corner Lot Information for Subdivisions Approved Prior to November 23, 1992 z Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted until November 23,1992. Therefore, prior to November 23, 1992 parcels within approved subdivisions have one (1) front yard, two (2) side yards, and one (1) rear yard setback. Review ape File No._Action _— Resolution Date Zonin Board of • • _ •is i Planning Board — --- ------- -+- -- .._ Town Board ----___-- — Check List Yes No Recreation Fee Paid Engineering Fee Paid Site Plan Maps on File _.._.� Subdivision Mylar Signed and Filed with County Application appears to conform to the requirements of Section(s) of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other Reviewed by Staff : Date 1 Notes • Town of Queensbury Hiland Crossings PUD Site Plan Review No. 20-2009 Michaels Group CitC1C- Location: ' Intersection of Meadowbrook Road and Haviland Road Approved: July 28, 2009 Zoning Information Zoning: PUD Zoning Code effective date: ! PIAD 5 Front Setback: 25 ft. Side: 0 ft. on one side and 10 ft. on the other side Rear: 20 ft. Applicant(s) ; MICHAELS GROUP Application Type It PUD SP 20-2009 I Final Stage Owner(s) Same SEAR Type— j N/A Agent(s) Bartlett Pontiff Stewart& Lot size i 11.23+1-acres Rhodes Location ; Corner of Mead-owbrook& Zoning Classification 1 j Hiland Park PUD Haviland Road I Tax ID No. 289.20-1-8 Ordinance Section_ ...____.. x 179-12-010,179-9-010_ __. Cross Reference 1 PUD 44-2000 Warren Co.Planning - 1( N/A Public Hearing 5/1909 i APA,DEC,ACOE,Other 1; ACOE;DEC Project Description: Applicant proposes subdivision of an 11.23 acre parcel into 34 residential lots ranging in size from 4,257 square feet to 17,775 square feet. Subdivision of land requires Planning Board review and approval. • 614 f ( 4:600, iiimm..... 00(020 Co(ner O 6111101);(140/4646 Rd ( * 5 PUD SP 20-09_Michaels Grp_Final_072809 RESOLUTION TO APPROVE FINAL STAGE PUD SP 20-2009 MICHAELS GROUP 1. A subdivision application has been made to the Queensbury Planning Board for the following; Applicant proposes subdivision of an 11.23 acre parcel into 34 residential lots ranging in size from 4,257 square feet to 17,775 square feet. Subdivision of land requires Planning Board review and approval 2. A public hearing was scheduled and held on 5/19/09; and 3. This application is supported with all documentation, public comment and application material in the file of record; and 4. MOTION TO APPROVE FINAL STAGE PUD SITE PLAN NO. 20-2009 MICHAELS GROUP, Introduced by Gretchen Steffan who moved for its adoption, seconded by Stephen Traver: According to the resolution prepared by Staff. Paragraph Four A complies. Paragraph Four B, this is a Planned Unit Development with a prior Environmental Impact Statement. Paragraph Four E does not apply. Paragraph Four F does not apply. On Paragraph Four H, the engineer signoff required prior to signature of the Planning Board Chairman, specifically, the applicant will address Items Nine, Ten, Twelve, Nineteen and Twenty. This is conditioned upon The Michaels Group extending the sidewalk system south to the Old Meadowbrook Road to Waverly Place property boundary. The sidewalk extension will be made of crushed stone or shale and will have a width of five feet. a) Pursuant to relevant sections of the Town of Queensbury Zoning Code [Chapter A-183], the Planning Board has determined that this proposal complies with the requirements as stated in the Zoning Code; and b) This is a PUD with a prior Environmental Impact Statement; and c) Final approved plans, in compliance with the Subdivision, must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building and Codes personnel. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work. Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; and d) As-built plans to certify that each lot in the subdivision is developed according to the approved plans to be provided prior to issuance of the certificate of occupancy; and e) NOT APPLICABLE. If applicable, Item d to be combined with a letter of credit;and f) NOT APPLICABLE. The Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review, approval, permitting and inspection; and g) The limits of clearing will constitute a no-cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff h) Engineering sign-off required prior to signature of Planning Board Chairman, specifically, the applicant will address Items Nine, Ten, Twelve, Nineteen and Twenty. i) This is conditioned upon The Michaels Group extending the sidewalk system south to the Old Meadowbrook Road to Waverly Place property boundary. The sidewalk extension will be made of crushed stone or shale and will have a width of five feet. Duly . adopted -this 28th day of July, 2009, by the following vote: AYES: Mr. Seguljic, Mr. Schonewolf, Mr. Jackoski, Mr. Ford, Mr. Traver, Mrs. Steffan, Mr. Hunsinger ,NOES: NONE CC: Bartlett Pontiff Stewart& Rhodes " Home of Natural Beauty ... A Good Place to Live " AREA OF ROADS / w'' ` 5 3.30 acres ��t►tllir.trlll AREA OF FLAGGED WETLAND ,,9. 0.00 acres -� AREA OF 25%+ SLOPES _Z .,--'711;;). s 0.0 acres -u. '� ` DENSITY FOR LOTS '`'f=y �"' 7.93 acres %. . .� .` 34 lots proposed = 0.23 ac./lot avg. ''N, "*' 'r% �� ZONING INFORMATION > PUD MINIMUM PROPOSED LOT SIZE _ 4,000 SQ. FT. F*tl ` N 7F uEE `;E°TRACKS: �•1".. -7'1)2-1. ' NNfNGO> 8 FRONT 25' �4 SIDE 0'/10' r�.REAR 20' err `4 MAXIMUM BUILDING HEIGHT — 40 ' ' ts S-., t , ' �2�Dile� " 5' i .I. 0 LIST OF DRAWINGS 8-1 COVER SHEET 8-2 SUBDIVISION PLAN - 3-3 UTILITY PLAN 8-4 GRADING & DRAINAGE PLAN 8-5 LANDSCAPE PLAN S-0 EROSION & SEDIMENT CONTROL PLAN 8-7 PROFILES and DETAILS S-0 SITE CONSTRUCTION DETAILS S-9 UTILITY CONSTRUCTION DETAILS ON THESE J OR FIRM JEW YORK K. WITHIN TRUCTION T THE Miller Oates Apr1>4 2030 Associates LANDSCAPE ARCHITECTS 1 RevIsi re R THEIR 'r..y Navuond Rood Queensbury, NY 12804 t '+n D IN ,r,.10.2000 AND PLANS. 2 AVpr ool Canada. LANCE OF Neer, Engineering, P.C. CIVIL ENGINEERS esplernber _ACING THE ltly aoovaund Rood 3. Add Bever Nob Queensbury, NY 12804 October 13,2009 V'nItDUetrrI & Steves Land Surveyors tAo 14. ,"d Food Queensbury, NY 12804 �_ S H E E T 1OFa CI—OZ= I t -Vtb'-' . ,:„, ,,, 1„, LOT 18 #54 MELDON CIRCLE ...” ...-" ../././"‘../..."- 4,46 ..." ../ .."...........'.' 04/ LOT 14 I #56 AICZ MELDON -41 CIRCLE N% :) . 46+ 1r Alk? / LOT 15 / #60 / AIELDON CIRCLE \ " \ N LOT18 / I N. 1152 N. MELDON / CIRCLE \ (:1, / 0 c■,, 0#' / / I' 866 'N. / GI AIELDON I LOT 18 \ / . .,,. T AREA / URGE 868 / 7., 14 CIRCLE ,17 .12 sq. ft. I ANHINDN 4 /4 6 N I%. 0.33 acres 44V r- , -..,_ a— 4, /0, ' / vcr 6*- ,' a -..., ., .. ss -... „ 5. / I I - . , sa000 v oNialine . •%,.. •• _0 moi - , -, z,j o - 0 Zl01 Z ?3A 3 A a 3 3 3