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2013-332 , '. 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: P20130332 Date Issued: Wednesday, January 08, 2014 This is to certify that work requested to be done as shown by Permit Number P20130332 has been completed. Location: 20 TWIN MOUNTAIN Dr Tax Map Number: 523400-308-009-0001-010-000-0000 Owner: TRACY TABOR Applicant: TRACY TABOR This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the propertyi�' owner of the responsibility for compliance with Site Plan,Variance, or i � other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. Aft. TOWN OF QUEENSBURY P141)- 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130332 Application Number: a20130332 Tax Map No: 523400-308-009-0001-010-000-0000 Permission is hereby granted to: TRACY TABOR For property located at: 20 TWIN MOUNTAIN Dr 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: TRACY TABOR Garage Detached $10,000.00 DAVID CORLEW JR Total value $10,000.00 320 TWIN MT. Dr • QUEENSBURY,NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency JODI UPTON 518-639-8321 NY 12804-0000 Plans&Specifications 2013-332 Detached Garage 576 sq ft; cross ref. AV 53-2013 approved Oct. 16, 2013 $86.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 22,2014 Of 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 n of ens , t :ctober 22,2013 egi .. SIGNED BY Ne. for the Town of Queensbury. Director of Building&Code Enforcement I ' • Town of Queensbury Building & Codes office use Only- Received: ACCESSORY STRUCTURE APPLICATION Tau lvhp ID I -10 A permit must be obtained before beginning construction 55 P�tQ�3 l� t � / .- 3 For any structure other than residential principal structure(house)to include,bu 1'P Fee. ` ,C1.0 not lirrited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No: -41' Refer to Informational Brochure No.3 Acensory Structures-Shedsjfences J " I Date \ 11oLJ 25 2°12) Applicant �, , E: . I e . L�� Tax Map ID -MCxSQ-H r) Address k l r . L a Zoning I FAMiL./ 1T FS. aE3Ni. f\b/. 12804 '(�/�1 Phone )E1 73? S1 S4 ` Owner ii _ D : �► 1,1 : ie..° 'Contractor/Agent jopi ` vino Address 2D WIN MTK,) tP. R Address may . NIy Ige0 �,p Phone s'e -1q3 g��9- Phone Ste-c�� f- i Contact Person for Building&Code Compliance: f Ve oa jot,' Day Phone: SIg1g3 A)i Building Street Address: _i ► \ ►JUh. . S ' 4. AVs \ t alma a 3I UT Subdivision Name: NI-A Lot Historic Ste: Yes _14,No Estimated cost of construction: $ IDIOM Are there any other accessory structures on property? If yes,please list: 0$(3 -FSI 51-1ep I la 1 V E. &K4302. or LST' Type of Construction: Check all that apply Please indicate measurements as required below 1 s:Floor sq.ft 2"d Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck Detached Garage (#of cars 2) G�� N� 's76 N 1t3' Dock Pole Barn Porch-Open "Porch-3 season,Covered,Enclosed Shed Other Accessory Structure(s) "Considered floor area&must comply with FAR(Floor area ratio)requirements if located in the Waterfront Residential zone. Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map,if possible[40 scale-1 inch=40 feet) a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan;Foundation Plan;Cross Sections;Elevations 4. Registered Architect or Engineer's Stamp (signed &sealed) under the following circumstances: Residential addition or alterations with construction costs over 520,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2.Withdrawn Permits -20%of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3.Additional Review-All Applications are subject to Zoning Administrator,Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only,must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathtooms,garages,and unfinished basements; • All receptacles must be tamper resistant, • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • AB corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: 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 So 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. - if have read and agree to the above Print Name: jijV)7flNJR Signature: Date: 07 2j—'20 Town of Queensbury Bidina&Codes Accessory Structure Packet _ 518-761-8256 MDnca I--3 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am! m De l'/4-dam/pm Date Inspection request received: Inspector's Initials: NAME: 'j'/',Qt1,k a.-gf'U PERMIT#: / 3 -3 ,3 a. LOCATION: at./l J w r ,.€ Min A r DATE: /-42-/y TYPE OF STRUCTURE: C}necti r4 Comments: Yes No N/A_ e{ 4" Building Number Address visible from road ` /��� Chimney Height/13"Vent/Direct Vent Location 1 Fresh Air Intake /� �" b g 3 inch Plumbing Vent through roof minimum 18 inches aV/� 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 FR \ 'I\A f MC,i Interior/Exterior Railings 34 inches to 38 inches I 1' 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!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.fL-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 shutoff within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''h"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing!%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 1 C or C/O[Temporary/Permanent) L:\Building&Codes Forms\Building&Codesllnspection FonnstFtesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08; Revised 12!22/10,Revised 04/13/11 it es 13 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart 2rtism/pm 742 Bay Rd,Queensbury,NY 12804 Inspector's Initials: h t t V NAME: �ct�Uf�t- PERMIT_#:: `) / 3 3 Za LOCATION: d D 1' t d t ,,x N\4r P4 INSPECT ON: //— ler-L3 TYPE OF STRUCTURE: CrA6teo�Q Co n c 40-"n`� / Y NN/A C�G� 'i K�Ct.IT�L�T Footings atop'3115g Piers f iMonolithic 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 �inforcement in Place n 1%"/\4:234:4 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing C4) Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\BulldIng&Codes Forms\Building&Codes\Inspectton Forms\Foundaton Inspection Report.doc Last printed 12/20/2005 9:24:00 AM • t ..t 4lfnj h' i tl� Ls aF 1 •• yW; :�fs. • i p t1'/�d`•Y� l 1 3 1 ••, r * • 5 � •,a e• r 'it ` f ‘' , t,� '„ �. A�� ;. , 7 .: I �,� . rot I Nt. ' t, 113, ti.. a�K S` till - ,av 111"1274A.:3:1 ' jt� 1 ,,, �F ! ��t•�' „ , ./,ii. 1 ~{ R . { „.'•;� 1 • Jam—. ♦ G, <' -- -:y1 • , . 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I . + �annritm . 1 iT Le..s •r 1c r , 0 t ' Wo c . c�Nce�s� VKip a7A JUL 2 4 201 10 1 RESCp�atce PER"NTrSG� PAT�o Pfrll0 WAW- � ST DG gTo E PQNIp� s F� LAWN ROW LAVN fieup RMI LA - CxC�w�y iN VEPER ON Y MEASUREDT 68TANICE OMT OPER 0 THE P�f3F7tat7 f Ls 0 S STRU URE(S) #� �G y , r -) ORFrWPE( f 1 TE - Z r D E � y,'24 3D- s'/ ILI LavvN -0 523400 ,13-1—ID I I END TRUSS K6 RAKE I ADDER w/ ! LOCKING LL SHEATHING! LL STUDS BEYOND NOTICE v2 • DSD ,�2., GSH FOAM INSULATION MUST BE /'� p q �OOF SHEATHING +\ ROOF SHEATHING COVERED BY A. 15 MINUTE \\\ ry U IYI IV.V lm. \� \ THERMAL BARRIER \� 1z w iz �4 ROOF TRUSS RT7 TRUSS TIEDOWN j d ROOF TR�4 USS \� RT7 TRUSS TIEDOWN \ \ METAL DRIP EDGE <j :. NOTICE V . rRET MOTION KRAr' I M aM i M TION Muer 2X8 SDHFA3LL M COVERED BY tt - LE BARRIER F CHANNEL,x�- � TOWN OF QUEENSE3URY 1X8 FAHDIA 8' ALUMINUM FASCIA T p CG d VINYL SOFFIT BUILDIN,,ILFy�®� 3/8" PLYWOOD SOFFIT 0" 2X4 SPUDS 1OC \\� I CHANNEL " Reviewed A/'--�--�-• , Date• Ly`�� 4 S®.16 UC 6/4X3 SOFFIT NAILER DHL. 4 VINYL SIDING 3/4" QUARTER ROUND sjT-111 SIDING r° s I`'. T1f�2: ELEVATIONS%X—SECT. Pci 2: K 4 '. .r ,dr+-.; r� I - -:, .„ .• } a� C�..,:.; "-:�,'�, '. � i del• .?Y 1 �7 ". :- 1 '—y Q "IT If? l(� :.� ;>I� T�/�T lR .,. r` ; r�� I\T'it . 111 1'-9 1/2- 9'-5" SECOND TOP PLATE -- 3 1/2" co \ h H I CQ 9'-7 1200 IN 0'-0" 3 1/2" 1 I 14'-0" SECOND TOP PLATE W � co ±`A 15 1/4° 16" TYP., 8'-0° 2-2XD HDR. 6 3/4"16"L��[T:yl P. 9'-7 1/2" 15 1/4" i t } R i 1 `Y pp ! W-5" SECOND 'TOP PLATE 14'-0" SECOND TOP PLATE 3 1/2" r� R.O. WIDTH R.O. HEIGHT VSH2830 ro \ tiIIJ c \ 6:-10 1/2" 9X7 OHD co 7'-0 3/4" P2 -2X8 HDR.T_518 1 co 1` 00 15 1/4° 16" TYP., 8'-0° 2-2XD HDR. 6 3/4"16"L��[T:yl P. 9'-7 1/2" 15 1/4" i t } R i 1 `Y pp ! W-5" SECOND 'TOP PLATE 14'-0" SECOND TOP PLATE 3 1/2" r� 1'-9 1/2" R.O. WIDTH R.O. HEIGHT VSH2830 ro \ tiIIJ 2/8 6/8 2'-10 3/8" 6:-10 1/2" 9X7 OHD co 7'-0 3/4" P2 -2X8 HDR.T_518 1 00 1'-9 1/2" 3 1/2" FRONT WALL < ZEAR WALL ALL WALL, FRAMING VIEWED FPL\,OM EXTER10'R UNIT R.O. WIDTH R.O. HEIGHT VSH2830 2'-8" 3'-0" 2/8 6/8 2'-10 3/8" 6:-10 1/2" 9X7 OHD 9'-1_,1/2" 7'-0 3/4" P2 -2X8 HDR.T_518 �O •I q 2' 8" 2'-8" F 10, 6" m r 16" TYP'. 3 1/2" FRONT WALL < ZEAR WALL ALL WALL, FRAMING VIEWED FPL\,OM EXTER10'R UNIT R.O. WIDTH R.O. HEIGHT VSH2830 2'-8" 3'-0" 2/8 6/8 2'-10 3/8" 6:-10 1/2" 9X7 OHD 9'-1_,1/2" 7'-0 3/4" : I V-0 1/2- 14'—D" /2"14' 0' SECOND .TOP PLATE 9❑ 11'-0 1/2" 10'-0" SECOND TOP PLATE C REAR WALL ` ✓dA, r ls.•. - I ssL 'G�kd":`. id�ld i ;n 5 , : 24'-0" CORNER DETAIL 3B �1 s s a 240a " � R.O. 9'-1 1/2"X7'-0 3/4" R.O. 9'-1 1/2"X7' 0 3/4" rI ¢: 'i a �„I f � t' 11 11 , 1 •. � -il” 9'-1 1/2" R.O. 1'-il„ 9'-1 1/2" R.O. C-11" } ff 12. 24'-0" 5' 1'-9 1/2" 9'-4 1/� "f' 1 8' m9 ,1 1/2" 1 9 r 2310 TRACK HANGER 2X4 TRTD. JACK I 24' D T ` H *JAMB STUD ON SLAB hB-7 1/2 2X4 SPF JACK STUD 2X4 KING STUD FRONT WALL AP��J��ION r L4,q kAN I SIDING . .'', - . OH DOOR JAMB/FRAMING DETAIL 1Ah' I SII " t "OF ' NO seek 1 i N ..r dl