The URL can be used to link to this page

2012-449 401111110h, 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: P20120449 Date Issued: Friday, October 18, 2013 This is to certify that work requested to be done as shown by Permit Number P20120449 has been completed. Location: 63 BEEKMAN P1 Tax Map Number: 523400-290-017-0002-014-000-0000 Owner: FRIEDRICH AUWAERTER LIVING TRUST Applicant: FRIEDRICI-I AUWAERTER LIVING TRUST This structure may be occupied as a: Residential Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property J owner of the responsibility for compliance with Site Plan, Variance, orIgSt other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 KIV Ito ul,Queetisburv,NY 12804-5902 (51 8) 761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number P20120449 Application Nurnlvr: a20120449 x N la 1)N o: 523400-290-017-0002-014-000-0000 FR IEDRI CH AUWAERTER LIVING TRUST For property locatedat: 63 BEEKMAN PI in theTown of Queensbur,v, to construct or place at the above location in accordance with application together with plot plansand other information hereto Filed and ipprovedand in complianceu,ith the NYS Uniform Building Codesand the Queensburly Zoning ()rdinance. Type of Construction Value (7wner ,\ddr"s: ""R"')R'C'-' At.'WAERTERI.,'V'NG ResidentialAlteration $10,000.00 FRIEDRICH AUWAERTER TRUSTI Total Value S10,000.00 63 BEEKMAN PI QUEENSBURY,NY 12804-0000 Contractor or Builder's Natne / ,\ddress Electrical Inspection.\gency HOWL,AND CON STRLJ CT'I ON. INC. 793-6907 28 HUNTER LANE QLJEENSBLJRY, NY 12804-0000 plans&Spccificaiions 2012-449 83 sq ft addition to garage $60.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,September 19, 2013 (Ifa longer period is required,an application for an extension rnust be inade to the code Enforcerilent Officer of the To),vo,of Quecosbury before the expirwion date.) Dated at the Town of Queensbury; Wednesday, September 19, 2012 SIGNED BY for thel'owzi of Quemsbur,v. Dixector of IiLtilding& Code Enforcement e OFFICE USE ONLY • • -I d .0 I - / PERMIT NO. ,, . tr-' ; i :i.. , TAX MAP NO. / ; i,..:I c,. '. ;rtfi. ;• "i FEE PAID oeV BLDG. &CODES APPROVAL , , ., M ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Usgar thiseapplication for ae, dock,y structure deck,other than et. Refer to the Principal I formationalructure (house)Brochure No. 3 to include, but not limited to: enttled Accessory Structures- Sheds/Fences. greenhouse, _ Sheds/Fences. N IS SUBJECT EVIEW RE PERMITMUST E OBTAINEDERMIT. NO INSPECTIONS WILL BEP MADE UNNTIL THE APPLICANT HAS RECEIVED ISSUANCE OF A VALID PERM A VALID BUILDING PERMIT. OWNER: -- (l'PCI `,(kg.- W qV Ae)i . . INSTALLER/BUILDER: 40w\14r`X C31.1/4Skr G"` ADDRESS: izt C43 ee P lo-r.e, y ADDRESS: " tbQ,t.)O LS 5k to-ko C, - f X11( PHONE NOS. PHONE NOS. Co c ' S I ac LOCATION OF PROPERTY: (' ec-e--t-i'vo-'- etaz'Z SUBDIVISION NAME: -'^'-«-^ eco-CR- LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $ 10,ow ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: f CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 14-A. 140u-A PHONE: 6 6 8_31(S PROPOSED 1"FLOOR 2ND FLOOR TOTAL HEIGHT PROPOSED CONSTRUCTION SQ,FT. SQ.FT FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH' , BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: ) r OTHER ACCESSORY STRUCTURE: 13 S4- *CONSIDERED FLOOR AREA & MUST COMPLY THE WATERFRONT LITH FAR [FLOOR AREA RATIO).REQUIREMENTS IF THE STRUCTURE IS LOCATED E. 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 l/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 codese_aueensburv.nct I have read and agree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION Signed �� G--c4--/- Dated: 0////-4-//2 w'"waueensburv.net Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 3 -.arcuc Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/p Depart am/pm Date Inspection request received: Inspector's Initials: NAME: ct LO for-4-for PERMIT#: y, OA LOCATION: (�� ,� 4 e(-) f�t\4/' Pi DATE: (c5(l" lz1 STRUCTURE: Ca Carol,q ".Atc -0i Comments: Yes No N/A /y 4" Building Number Address visible from road � "�-19-43 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 �C,� , Furnace/Hot Water Heater operating pR/3-d'�`^` 6/5mcg- -7 Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum �1 Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building & Code Enforcement Arrive: am/pm Depart: -am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ,f(---' ✓0-2' 2-r PERMIT#: Gc)t Z^44c21 LOCATION: l .27, Ca' INSPECT ON: '5 TYPE OF STRUCTURE: 6, 7-4/1-C-''K- 4111) y. M NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing I 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 I Holes I 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 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:\Building&Codes Forms-OLD\Bui ding&Codas\inspection Fomts`Framing Firestopping Inspection Report.doc Revised January 7,2008 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: // '_ , , I )— Queensbury Building&Code Enforcement Arrive: am/pm Dep:. •gyp ' am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 09_ NAME: ■!Ij�ti` � i cc PERMIT#: / - LOCATION; INSPECT ON: I ; _ TYPE OF STRUCTURE: AWL �g-j %a 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 Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing c--7691y for wet areas under slab ,/` Backfill proval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bultding&Codes Forms\Buliding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)7614256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ,c/V ; am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: d.ik t,i) NAME: jr " w K:�� PERMIT#: 1,-o - LOCATION: �j `'j ( a"'' L• INSPECT ON: [L' TYPE OF STRUCTURE: Cjto.\--)7) 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 ✓ i 2: 0 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 r. 9-1l Foundation Inspection Report Lj Pc eP Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Dep pL.am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials L a ''C' NAME: -Ru Cal Pc-'---F f PERMIT#: I a LOCATION: (3t-( Mcq�1 INSPECT ON: I/-- - A TYPE OF STRUCTURE: kc s A-d- _ Comments Y \ N/A Footings Piers — C •- _ 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 Waterproofmg 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\Inspectlon 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: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:�` NAME: :qtUcifZti`�Z PERMIT#: LOCATION: C.Q`?� nj —lai c./.� 1r�} INSPECT ON: . ( l [ `(Z. TYPE OF STRUCTURE: vi—")0 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 Z� t S 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