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2008-510 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF C0MPLIANk`-­.`.r"- PennitNumber. P20080510 Date Issued: Thursday, May 27, 2010 This is to certify that work requested to be done as shown by Permit Number P20080510 has been completed. Tax Map Number. 523400-239-007-0001-007-000-0000 Location: 31 KNOX Rd Owner. GREGG & LIZABETH BROWN Applicant: GREGG & LIZABETH BROWN This structure maybe occupied as a: Garage Detached By Order of Town Board Porch TOWN OF QUEENSBURY Issuance of this Certificate of Compliance 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 Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080510 Application Number. A20080510 Tax Map No: 523400-239-007-0001-007-000-0000 Permission is hereby granted to: GREGG&LIZABETH BROWN For property located at: 31 KNOX Rd 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: GREGG &LIZABETH BROWN 34 DEER RUN Holw Garage Detached Porch $118, 00 CLIFTON PARK,NY 12065 Total Value $118,000. 0 00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2008-510 560 SQ FT PORCH, 35 SQ FT BBQ ISLAND & 226 SQ FT COVERED WALKWAY (TOTAL 821 SQ FT), & 576 SQ DETACHED GARAGE $139.70 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, October 21,2009 (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 thew f U, Tuesday, October 21,2008 Queesb T „ � ° SIGNED BY r,1 " t `+ for the Town of Queensbury. Director of Buildig&C 4e Enforcement V .._.._..OFFICEUSEONLY .....................� .......................... TAX MAP NO. fi ' � � PERMIT NO. i FEE PAID BLDG.&CODES APPROVAL ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Struct�lre (house)to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. f_ ,r OWNER: 6ra L � ��'� INSTALLERIBUILDER: �� J ADDRESS: o �C r� 110 c,J ADDRESS: 0 M st PHONE NOS. PHONE NOS. S(�.t(9��C.t b $C LOCATION OF PROPERTY: SUBDIVISION NAME: I4rd x LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ayJ ESTIMATED COST OF CONSTRUCTION: $ (l Co ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? �-- IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Cam- t PHONE: b / Z G PROPOSED CONSTRUCTION 13T FLOOR e0 FLOOR TOTAL PROPOSED SQ.FT. SQ.FT. SO.FT. HEIGHT FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* Z �� { 3� BOATHOUSE "{ BOATHOUSE WITH SUNDECK DOCK SHED POW*ARN 6 r- DETACHED GARAGE(NO.OF CARS:) */ ��THER ACC SOR�S7RUCTURE: z Z ZZ ' *CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge,the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes,the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new ✓ -_______ construction. QUESTIONS? CALL 761-8256 OR EMAIL I have read nd ree Bove. cod es�gueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensbu net Signed � Dated: C�IZZ r1L CLTown of Queensbury - Community Development Office - 742 Bay Road, Queenshurt/, NY"12804 B 1-LGL 11-05 C�--It'll Queensbury Building & Code Enforcement - es�-�-ntial Final Inspection Office No. (618) 761-8256 Arrive: am/p Depart: Dam/pm Date Inspection request received: Inspector's Initials: NAME: PER T# -v O LOCATION: 7,7 DATE: TYPE OF STRUCTURE: - 'VY l Comments: Y _19 PLIA 4' Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location � Fresh Air Intake � C! 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete V 1 ��— Platform at all exterior doors d v re- Handrail 4 or more risers y Guards at stairs deckspatios more than 30 inches above grade V9 Guard at stairwell at 34 inches or more ��i,T✓ IoJ Guard at deck,porches 36 inches or more Handrail Termination at Newel{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 a sed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Sa glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches ei ht in accessible area Crawl Spaces 18 inch x 24 inch access 1 sq.ft.-150 s .ft.vents Bathroom Fans,if no window Plumbingfixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s -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 Fumacs/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum"A"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Dud work Sealed rl Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Are Fault Breaker in Bedrooms Flex Gas Pipe Bondin As Built Septic System/Sewer Dept. inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes FormslBuilding&Codesllnspectlon FormsWesidential Final Inspection Forrn_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Framing / Firestopping Inspection Report Once No. (518) 761-8256 Date Inspection request received: (34 2 Vo Queensbury Building&Code Enforcement Arrive: am/pm Depa m/pm 742 Bay Road, Queensbury, NY 12SM inspector's initials: NAME: COL.(. PERMIT#: LOCATION: n o I'a INSPECT ON: C TYPE OF STRUCTURE: � f Y -NIA COMMENTS_ naming Attic Access 22"x 30' minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc 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 naAs each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penet►aation sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:Suil N&Codes Forms-oWSu*jhV&CodmMrapWm Fam TmmV Fkedoppft IMPection RaporLdoc Revhed JgmJWY 7,2005 k,X/ - � Framing / Firestopping lnspectlon e Office No. (518)761-8256 Date Inspection u Queensbury Building&Code Enforcement Arrive:.': a rt: 742 Bay Road, Queensbury, NY 12804 Inspector's In ` NAME: PERMIT#: D LOCATION: INSPECT ON: OF STRUCTURE: Y N . N/A COMMENTS: ss 2T x 3W minimum Jack Studs/Headers Bracing/Bridging .foist hangers ���M�� T Jack Posts/Main Beams Exterior sheeting nailed properly IT O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls i Strapping for Notches Top Plate w 16 gauge 8 16D nails each sift 1,000 sq. ft.floor trusses rh'orWDofts or less on center Five on 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavq min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin Vwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf oSAM L:SUMM&Codes F0rtna'0LQ'Zu11dMg&Cod"VnsWbon For MTm ning F" DWV lnspecbon Repwt.doc R®vnW January 7,2008 Foundation Inspection Report (c �� TO lo"', Office No.(518)761-8256 Date Inspection request received: _ --7t Oxe;' Queensbury Building&Code Enforcement Arrive: am/p yy Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:j' 3 NAME: PERMIT#: LOCATION: vX tto-Ai- INSPECT ON: `-77Z 2") TYPE OF S1 Commenu Y N A ootingsL L 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 p2ly 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\lnspection Forms\Foundailon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report Office No. (518)761-8256 Date In n request received: U ' Queensbury Building &Code Enforcement Arrive: am/ part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto s Initials: NAME: iA— PERMIT#: ��' 0 LOCATION: __ `7 ._1 (!ti INSPECT ON: TYPE OF STRUCTURE: A- Y N WA COMMENTS- raming Attic Access 2T x 31Y minimum Jack Studs/Headers Braking/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly IT 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 side Draft stopping 1,000 sq. ft. floor trusses ,,Anchor Bolts 6 ft. or less on center lee 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 cav' min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall 'airs Habitable Space/Bedrooms (H) iIV) `ve/below grade 11Buftw%&CodesUnspecbw Fo m Trap inq Fir ping IMpedion Repwt.doc Revised January 7,20M Foundation Inspection Report Office No.(518)761-8256 Date Inspecti n request received: Queensbury Building&c Code Enforcement Arrive:q-d IJ am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectol's Initials: NAME: CLLN\ PERMIT#: LOCATION: o K INSPECT ON: TYPE OF STRUCTURE: Comnmeuta 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 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 ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ff. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report S Pe RP Office No.(518)761-8256 Date Ins t'ouest received: _S &' �- Queensbury Building&Code Enforcement Arrive: am/pm , De p am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's tials: NAME: %0 v O IA— A PERMIT#: LOCATION: \ INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA Zer n s 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 Place Foo ' Dowe s r Keyway in place Foun onAmpproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tion uest received: ALO Queensbury Building&Code Enforcement Arrive: ` ?s am/pm / Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initials-, NAME: PERMIT#: / V LOCATION: lk n p V 1 - INSPECT ON: c' tJ TYPE OF STRUCTURE: Commen" 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. undation/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:\Budiding&Codes Forms\Building&Codes\1nspectl0n Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: `7IJ am/pm� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: pl_ . PERMIT 4: LOCATION: - INSPECT ON: TYPE OF STRUCTURE: ommT ry� Y N N/A 1 / Footings l 'JC l......--' Z=_ Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement r of the concrete. Materials for thisPo pur se on site. % (• ,� ` Foundation/Wall pour 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 voly 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\Buiiding&Codes\inspection Forms\Foundat m Inspection Repo►t.doc Last printed 12/20/2005 9:24.00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: I� pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Coimmenb Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain.Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Baclall 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\lnspection Forms\Foundation Inspection Repoit.doc Last printed 12/20/2005 9:24:00 AM e ud Development Inc . Landscape Design and COMMCUOR Management RE C ED TOk1V',-'4 'J1 April 30,2007 Town of Queensbury Director of Building&Codes Mr. David Hatin 742 Bay Road Queensbury,New York 12804 Dear Mr. Hatin, The purpose of this letter is to officially request the inspection of deep-hole tests by Dan Ryan of Vision Engineering. The holes are to be dug at the residence of Gregg Brown and Betsy Bitner at 31 Knox Road,Lake George(Assembly Point). We are digging these holes upon the request of the Town of Queensbury Planning Board and plan to perform the dig on Saturday,May the 5h. If you should have any questions or comments please contact me at my primary office number,691-0428. Thank you in advance for your time and attention. Since y, G pRiJ R6 ' k 6 1 Commerce Park Drive, Suite 2 - Wilton, NY 12831 - Phone(518) 691-0428 - Fax (518) 691-0431 www.redbuddevelopment.com WCH �- - - - — � Ix am am*10110i a rvu iww,a�mc er+a q q CI gill am ��ara® w unto On uq-s Rr —�. snNec O+w•�1-e� a gamma EX RESIDENCE �' 0 s FAIRw•gun Occ am MNO w�ma Ix wr a Fu nae v Fosa Mm we�w� a Ill am mum b® / b a� / IM K.xww w M am onsom W" m�a WIN will ws M;M WTW /4/1pwN� O p17/AS lM�- w vor wl LA KE GEORGE _ �" �` us� �Ot U[ Rol•CO. 89DOHD0IGR Emu BITNER/BROWN PROPERTY L_1 ;- $n�1 nA i]evnlnn�m Plan Hw:JOlSYJ ��� 4 drwni..e.r 6SOR6'� HEiyTom ..r"""._ w~`� �"