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2014-095
-410% TOWN OF QUEENSBURY ii4ra 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140095 Date Issued: Wednesday, March 02, 2016 This is to certify that work requested to be done as shown by Permit Number P20140095 has been completed. Location: 226 DIXON Rd Tax Map Number: 523400-302-013-0001-005-000-0000 Owner: THOMAS & JUNE BURKE Applicant: THOMAS & JUNE BURKE 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 property (- 449�d/ eAr owner of the responsibility for compliance with Site Plan,Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY F 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 is Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140095 Application Number: A20140095 Tax Map No: 523400-302-013-0001-005-000-0000 Permission is hereby granted to: THOMAS & JUNE BURKE For property located at: 226 DIXON 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: THOMAS & JUNE BURKE 226 DIXON Rd Garage Detached $17,000.00 QUEENSBURY,NY 12804 Total Value $17,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency HOME PLUS R. BARRET 518-232-5350 304 BUROUIST Rd FT. ANN NY 12827-0000 Plans&Specifications 2014-095 Garage Addition- 484 sq. ft. $72.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,April 15,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town Que sbury A Tu.. r a 41A .115,2014 SIGNED BY ' for the Town of Queensbury. Director of Building&Code Enforcement _-"-----------------------"- ECED - OFFICE USE ONLY ; - -----[. D TAX MAP NO. •_D •J3-/S PERMIT NO. --0 5 pg04 2014 FEE PAID ; % r3 t: a 1% /�l� BLDG.&CODES APPROVAL TOWN:OF EENSBU r " z G BUIKSING&CODES r r ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (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 AVALID BUILDING PERMIT. ^/,j,C OWNER: /ca INSTALLER/BUILDER: �/"Vi7L /•+GLIB-B ii�Q / ADDRESS: ZZ6p ____ /�//l�4D ADDRESS: .3D�G.r, QwSI Qn, f,T,4('c ,yY /Z�y PHONE NOS. V'�J:7 -Z 'V PHONE NOS.5/8-252-frO LOCATION OF PROPERTY: 2!6QLXQv D /SUBDIVISION NAME: -NA. - LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 6fl.&l6F"Pairal 1 n/ya. ( 2 ESTIMATED COST OF CONSTRUCTION: $ / 040&ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?49/17 79XJO IF YES,PLEASE LIST: IDX Ii,' %i XE SNcA 0 shill l set antifED onp--stalie 8A-5ED} CONTACT PERSON FOR BUILDING 8 CODES COMPLIANCE: ran nee PHONE:378-(!$-Fne2 PROPOSED CONSTRUCTION 7°T FLOOR 2N0 FLOOR TOTAL PROPOSED SQ.FT. SQ.FT. SQ,FT. HEIGHT OPEN PORCH FT.&IN. DECK 3 SEASON,COVERED OR ENCLOSED PORCH' BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: ) Q� OTHER ACCESSORY S UCTURE: %4f7 �C//-f 4'84 r9/ // I K V`,�k P,4DA?�N » , i moi *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 51V on the described premises and that all provisions of the Building Codes,the Zoning Ordinance, ,,A 4 and all other laws nortolnlnn In ttia ..._ .. . mg 0tFI s- 7a-j_911_2 U l -3 /Residential Final Inspection Inspection request received 317 /1(1 .2— Name Name /3(42-R C Inspected on 3 d (P Location 224 6i5k cv, 1tL- Arrive ?KS Permit No. a b111-- 6 .S Inspector's Initials • Type of Structure Go_ I�e-'f/fr ,cls d Yes No N/A Bathroom Fans, if no window 4" Building Number Address visible from road Plumbing fixtures Chimney Height/'B" Vent/Direct Vent Foundation insulation to floor/Sticker on Panel Location Duct work sealed properly/Blower Door Test Fresh Air Intake Certification 3" Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement Roof Complete/Exterior Finish Complete / 1,000 sq.ft. Platform at all exterior doors J Emergency egress below grade Handrail 4 or more risers Gas Furnace shut-off within 30 ft.or within line Guards at stairs,decks, patios more than 30 " of site above grade Oil Furnace shut-off at entrance to furnace area Guard at stairwell at 34"or more Furnace/Hot Water Heater operating Guard at deck, porches 36 "or more Low water shut-off boiler Handrail Termination at Newell Post or Wall Relief Valve(s)installed /Heat Trap/Water Interior/Exterior Railings 34"to 38 " Temp 110 Deck Bracing/ Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum /"Gypsum Grade away from foundation 6 "with 10 feet Basement stairs closed rise+4 inches 6"clearance to sill plate Garage Floor Pitched Gas Valve shut-off exposed /regulator 18"above Garage fireproofing/Y hour fire door/door grade closGas rLogs privacy/trim /doors/main entrance Gas Logs in Sealed or Glass Enclosure 36 " Bathroom /Kitchen watertight Final Electrical; Energy Saving Light Bulbs 50% Safety glazing / Window in stairwells safety Final Survey Plot Plan glazing Arc Fault Breaker Habitable Spaces/Tamper Interior Smoke Detectors/ Carbon Monoxide Proof Receptacles Detectors Flex Gas Pipe Bonding Every level: Every Bedroom: As Built Septic System /Sewer Dept. Inspection Outside every bedroom area: Sticker Inter Connected: Site Plan /Variance required Battery backup: Flood Plain Certification, if re�W[ed—� Attic access 30"x 22"x 30"(height) in O - , - , - ..• , ` /Permanent , accessible area ertificate of Occup.jS UR Crawl Spaces 18"x 24"access,I sq. ft.-150 sq. - - 'T of ompliance ft. vents Yes No N/A � ,` Comments: C) —CO' v' k E__—` :0- c4.- Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: It� ((Att.R-c-+J n ' Inspected on: a Location: � (y i f p !1 Arrive: �. ra. a.m.O �,•�� Permit No.: 141-0,5 Inspector's Initials /sr'/i._ d/. TYPE OF STRUCTURE: 3cfCi rs5L J fl' A 3 42- 5-3 s0 Y N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided 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/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8)16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping l�� \�D‘_e. ( gap——X- I;VP Penetration sealed 4 � 16 inch insulation in cavity min. F Garage Fire Separation 6 ��,Kp -` iat3 v3 � House side%inch or 5/8 inch Type X �c�C Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing/Firestopping Inspection Report Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 8tin..42_2 PERMIT#: 1 —0 95 LOCATION: al. & N/ Pa/ INSPECT ON: TYPE OF STRUCTURE: 5OAtcag.'J' Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes / \n)Insulation /Residential Check/Commercial Check \t/ ► / -1/1ver-t-9 Window Sealing VVV Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent 3 Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation /o � L If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing f(ZADV- oc2 COMMENTS: Rough Plumbing_Insu lotion Inspecbon_02 05 13 Town of Queensbury Building & Code Enforcement R--- 16 Ct'— Office No. (518) 761-8256 6&eri_ce Framing / Firestopping Inspection Report Inspection request received: 9 ) 3Ia-01'i' !!! i Name: It . - '2- Inspected on: d . s&lv aI Location: bac ,P Xao-- -' Arrive: • 1 �!, Permit No.: ao/ 5'— O Inspector's Initials: r�� TYPE OF STRUCTURE: tte Q cti-% ii Y N NIA COMMENTS: C ALlef �raminlg _ r Attic tads/He 22"Headers Truss C�/� �� Jack Studs/Headers Truss Specification Provided Bracing/Bridging -3,a - (3S 6 Joist hangers OCry 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)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%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing / Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 16 1 Z (� Framing I Firestopping Inspection Report Inspection request received: //1 11 � Name: �/2 Vie_ Inspected on: !/0V Location: a 42 / r.._b, Arrive: a.m./p.m. Permit No.: 1 Lf- 095 Inspector's Initials: ... TYPE OF STRUCTURE: — C -44-Qa2 Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided 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 I Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w)16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchord Boltsa6 ft. r ss oncenter0 e and water shield 24 inches from wall ire 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'/:inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report -1ue5 c) 9 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial • 5 ( f NAME: B (.,(1 t_Ps2 PERMIT#: /y1.6 oCJs11 LOCATION: o(Cp C) p j I 0 n Rai INSPECT ON: p -544/ TYPE OF STRUCTURE: Qm e-k- J Comments Y N N/A iii=Ff!��:� , iers onolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab 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 12/18/2013 2:44:00 PM r f — , — I a 6 el."- II \l-\/ / ‘,.- -et-zes i r ' a e1rai6oOay -^ Ted k7, a die e- w..r.azj ` ill 1114 r . o 4 N p, 49(14 al:: . oI -• • i� 1 0 # -0 - ! . 41 7,-.)lvi /P4Ii 223, _Tick ' / , i Ok .�2, 4 1 hby /43, - .i , h. / � l ei3 # 1 z2,5-7-17- Of eie TOWN OF QUEE\ D ',:_� 1 •en,, �6 4 * Da7P , BUILDING & COLN'S r r . t. T S cE 'P FCe�v,etved :y: L I \ 1/ - /F f eon Date: ___ _ `' PPo •s pEct E 4sSers - 9cFm /v Q 'far/. az L_____„_____ 1 1 PL T KLAN 1 eot TOWN SBURY I HAVE PERSONALLY MEASURED THE DISTANGF BUILDING DEPAR WENT • FROM THE PROPERTY LINES TO THE Based on our limited examination,compile ce r-r POSED�TRU UR S)OR SIGN S) with our comments shall not be construed as /J indicating the plans and specifications are in 9— "/rcAssed t full compliance with the Building Codes of SIGNATURE V DAT New York State. '�: / F/00/z Pin// 8 7 6 . I I 5 y 4 3 2 - 50 30 6-0 3-0 - ` 1t ° I 1 i60"/120''GREEN = o '� ' - -- ,� BLACK=54"/106" o _�\\; BLUE=48"496" /,,�.' -1 ------ �� RED=42"/86" n - / / - - - - I \ `\ \ //=3.25" 1 i / ' \� ‘y i q (1 =5.00" \� \ - - -j 7,77 ,'� �� a 1/a" 226 DI XOtll 20110 o/J N — — —_ 798-9U0 _ mil _ 4'-51 4" I _ _ g ii JI ^eoncO II B - icr bogg/ '�(�y40 en h — d r u kr b? Y,. 1( 4 A v a A Q 8._. 7 6 _5- 3 2 0 Workshop Tom & June Burke -Garage Workshop Addition Foundation 226 Dixon Road, Queensbury, N.Y. Plan • 1 r - - - -19TYP. i i i 1 10' i I i Existing Proposed i 24' x 24' 22' i i Workshop i Garage I 1 ri1 \ i 10' _ _ _ _ _ _ _ _ _ _0-.- _ _ _ _ _._._ - -IMM- • r i TREATED 6" x 6" i i i Horizontals & ii-- 7.0' ►14 7.0' ►i4 7.0' ► 12" Sonotube Vert's. 4 22' • W I Sonotube Tom & June Burke Garage Workshop Addition & Saddle 226 Dixon Road, Queensbury, N.Y. 2" x 8" Framing 6"x 6" %// Support Treated v Alternate — Simpson Beam jStrong; Tie or H- Saddle rtfv . tt4,44 ,- ,�^.4 _, n.7Fgs •••' round Lme it is ,le -.. Support Beam "` ` T ' Joint De ', , 1bat, 3 ¢tte ement W t IP y • '4:64" 1'"_ 12" • k▪ � i''s I �Sonotub 4V• l4 ... �,. n • et. ' 4.& 3} 2 a •- ikti; �e. I••-4P �z� i., iffF �r .,. .. 1 ZZcf:: 07N,:, e°34 :E DPegz2aStO /fof 2 / ,�5/�Q Qu6y — Loolr/4Y6 Nog %'y9990 leia. gite— . . i• i- i-- 'inti: -- - a .4 .. ,, ., ,1" ,w_. ,,,,,,,,,10„,/,r,„,,.. ow c - le._. _ II _ ____ - i 22: ± � I z :Li 72W pi, s2VIVe JuEts z26- D�x©'v /WO ,eo �or�ayE�hoP �ubsButey, �, c; /ego* — GraegJG ,��n -at-sr 58-- ?98 - 9710 . ._ . .__ _. . . . _ _ _. _. . . _ _ __ _ . . __ __ __ _ ., — • • - - -- - - - - -- -- .....-..../T-7 000 P/roPosED11 L- __- - - - _i--"'-- ��-2Z / 24� 24 ,' Y LZ Tem •,4 krzeiv6 /51rek- ftoposEO ner zVeRes1947 Z2-6 D/xo/v f0�4 D _ �/r�6 Ala/27"/1 4uE sBURY, /t1 - /2 c4 37d.- ?98- 974 •Zilir.e io '� — _ trlis7/7-4 _____--_-_ . --; 11 gI 01) er— �) _a_ ., - ----- ------.7.T.. . 11 ZZ Z� 2Z / j002 zze oo! Kot/ i21�4/� �,o�%s�o f �Y �a��rs/�d/-� QutEwsettO rv� izn Lc 2k/%'e QTY s-i8 - 77g- 97y0 ------,,,___ _,H- - _ _ _ _ / - , Z� - �ZZ Z `Y Zti ' w WORKSHOP Quotation Tom & June Burke 226 Dixon Road Queensbury, N.Y. 2/24/2014 Analysis 798-9740 jSupplied By�Owner A- Foundation (22' x 22' as a West extension of existing garage) 1 See Attached Pier Quotation Profile Drawings: 2 6 mil vapor barrier under 2 x 8 flooring, layed directly on the ground. 3 Grade swell on the North side of the entire length of both the proposed and the existing garage to lower point to allow spring roof drainage to the lower elevation in the West. -4'-5' Wide by just deep enough to surface drainage off both roofs to the West lower elevation. 1 B - Superstructure 1 3 Outside walls 2 X 4 construction - 16" on Centers. 2 Build off of 1 Existing west wall. 3 Gable-end overhang on West-end of structure. 4 2 x 4 Walls, 16" on Ctr. -7/16"OSB exterior wall structure on 3 sides. 5 Tyvek or equivalent vapor barrier. 6 White Vinyl siding to match existing -4-1/2"to match existing. 7 White Aluminum window and roofline trim. 8 Interior 36" door located within existing garage (see floor plan for location) 9 3 casement windows as supplied by builder per pre-arrangement (see floor plan for approximate location). - Height from floor, as required. Mount as high as possible. 10 3-32"x 16"Vinyl Awning Windows (see floor plan and elevations for dimensions). 11 - Remove West Outside Wall siding from existing garage and replace 2' on each side. 12 - Drywall finish Window trim inside. C- Roofing 1 Roof Truss-2 x 6 construction -24" C-C spacing. - Scissor Trusses for Maximim head height. - 1: 2 Roof Pitch to match existing (contractor to pre-measure for proper fit) -Care taken for transition from upper to lower roof to prevent water migration. Proper Flashing and sealing. - Min. 1 foot eave overhang required. -Gable end to have aesthetic overhang, similar to,existing garage (min. 1 foot) - Eave Trim, Rafter Vent and Soffit bug screen for ventilation required. - Ridge vent roof ventilation. 2 Roofing 5/8 Outdoor exterior grade pl'(tongue and Groove construction) - Install Venting roof baffles for proper roof cooling. 3 W.R. Grace 48 in. x 250 ft. Grace Triflex Underlayment-Or Equivalent-$1'(or equivalent) (Otherwise known as Ice & Snow Shield). - Grey Architectural shingles or Grey metal roofing similar to existing on house. -White roof drip edging - Place underlayment over top of drip-edge. 4 - Roofing nails, if architectural- No staples. D-Wiring 1 - * Delay inn p'roject`for electrical installation by owner and electrical Inspection 2 -*220V ez exists in existing garage-fused at house with 40A breaker 3 -* 5 total 20A breakers available for1new addition. • E - Insulation and Interior 1 - R-21 Ceiling (paper facing only. 2 - R-13 on 3 proposed interior walls and also on the one existing wall (w/vapor barrier). 3 -All 4 Interior walls and ceiling to be sheet-rock (no taping, no patching or painting). 4 - Flooring Wire Mesh - 1/4"x 1/4"x 36"w by 100 ft= $77.95 x 2 = $155.90 total - Rodent guard under floor Insulation. 5 - R-21 Floor(Vapor Barrier). F-Permits 1 -To be obtained by owner. 2 -Work to be performed only after town permits granted. 3 - Inspection required prior to pouring. 4 - Framing Inspection Required. 5 - Electrical Inspection Required. 6 - Insulation Inspection Required. 7 - Rough-In Inspection Required. 8 -Truss Manufacturing Certification Required. G - Insurance 1 - Must inform owner of insurance held (Copies) 2 - Must inform owner of helpers names and insurance coverage (Copies) 3 -Supply copies of insurance, as required. H- Quotation 1 -Supply quotation based on this documents and attached sketches, Monolithic slab, etc. 2- Supply payment breakdown and requirements, including any down-payments required. I -Contractor Communication 1 -Contractor to review bid package and advise of any changes prior to owner going to the Queensbury Board to proceed with building permits and authorizations.