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2012-264 (2) .01116k soimpai TOWN OF QUEENSBURY 742 Bay Road,Queensbuty,NY 12804-5902 (518)761-8201 Community Development -.Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120264 Date Issued: Tuesday, July 24, 2012 This is to certify that work requested to be done as shown by Permit Number P20120264 has been completed. Location: 26 LYNNFIELD Dr Tax Map Number: 523400-295-015-0001-001-000-0000 Owner: ROBERT STEWART Applicant: ROBERT STEWART This structure may be occupied as a: Carport By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy 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 Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 1280` 1 TOWN OF QUEENSBURY5902 742 Bay Road,Queensbury,NY 4- (518)761-8201 ) Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120264 Application Number: A20120264 Tax Map No: 523400-295-015-0001-001-000-0000 Permission is hereby granted to: ROBERT STEWART For property located at: 26 LYNNFIELD 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: ROBERT STEWART Carport $4,000.00 ANNA STEWART Total Value $4,000.00 246E KELM POND Rd CHESTERTOWN,NY 12817-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2012-264 10'x 20' carport $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,May 31,2013 (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 Town of Queensbury; Thursday,May 31,2012 SIGNED BY for the Town of Queensbuty. Director of Building&Code Enforcement r / e- OFFICE USE ONLY — - -- ' TAX MAP NO. % i I—I PERMIT NO. 4/ ;r - V�L6 � ° iFEE PAID �d/ BLDG. &CODES APPROVAL ' �s ? 2 ; �� /L iI/ • TOWN WN 4_lJ'�L-G 6d F-1u me' ACCESSORY STRUCTURE E ILDING PERMIT A°PP'' % 1-`FION 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 A VALID BUILDING PERMIT �, OWNER:P0/3e / 4t 1�41( / Si INSTALLER/BUILDER:JOS4t W)J` l'S ADDRESS: 26 L yithri ` A J - ADDRESS: 7 ?1�f_ .- S (0 goos0 7 PHONE NOS. 6(5 �� ?j PHONE NOS. f Y 7"`a5 LOCATION.OF PROPERTY: -5' 6_ SUBDIVISION NAME: L-5�S! 6 LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 5e•-- HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑YES ❑ NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $'7/006 o6ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? e> Al Z IF YES,PLEASE LIST: I2 X-(2 S CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: st ND PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE • BOATHOUSE WITH SUNDECK DOCK P r V SHED • POLE BARN DETACHED GARAGE(NO.OF CARS: ) 2 y/S - OTHER ACCESSORY STRUCTURE: *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 codesesweensburv.net I haver a ree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Signed - Dated:Or/2 Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 { I I III - I I I I � I II I I p 14, r 6Pla-ao___ki / \ I 2.... I V. .246 \ = ,_ 1,7\VF alf "I Ivave ( `n 5:. rhservett or -.):elleve I saw evi'2'31CC: il firbiec: , _ '.---Kes, ,,,,°,,Hs, tr:1',,es, fr.r-,,% ' I •perso,ria i,—_,—, I_ i.i :.,1. ilaC'SS Sai.f'SVLi.-1 ..;:,i. .1.-,s -..A...L. ., 21 -,.... in i. tr j /.._5.- 2 DATE ('-- w , rhr is ,D I 4 6 ie PHA i so. iNic,r-DPR-0)13 -c;-", TOWN OF QUEENSBURY i— 71> ,SQ4 ta BUILDING DEPARTMENT Based on our limited examination,compliance q4 with our comments shall not be construed as ltj indicating the plans (and specifications are in full compliance with the Building Codes of CA, New York State. , TOWN OF C11(1 Yi- :" "" 'i 1 1 i., - , ii i ' \ 1 , BUILDING & C/r:4074p / \ \,1 , ,r , / ‘. , Reviewed By: ., c/41. 0 1 I i Date: A _ . , , / f- • y II 20 ', f J I re wiv. 0 Az ...___ A., ,.. et'titt:F N(113 u R%-/ I L i w L--- . , ,....., >6'0 PERTy — I i 251 , 1 . 1 _ ...,_._ ____ —.... ....... v.......-,/ Eivy-E,e 0 4.ytiAlP"i .-4i, D ' k .....,, • R 0 3 is-,7e,r -C 1Y1. 6 ,,' ',..._-• Lyili A Rr sk . F LE f 4 , _ ---(---- , _l___ _a__) ___.e6_74.0 6( GO , uu---7 V AP& ., i -7-Ji Fr _._ ()B, 6 lo N S c._-- oackce /i-e-A-- oit (,e210041---6--- 10-4. _A;(-_Q, ,a7.;. v , ) eiro-1,01-____-- ____ ........„- ' Clo ( 01 ma_a_46).ipkw7-- ,t)0 '77 7 / .,____ _ t. 1 .,:. .. 4 _ .: T : L'- n` -, } _ ' i . • 1 . 1 I e 2 t A t c 1 .l 1 t l:i Josh Willis H .fWillis Contractin# 4 pine s.t {1 , Hudson Falls N.Y 12839 ,1 i iillr' i ;, +l l ! Cell 518-857-8558 - , ' ' Fax- 518-746-2002 i 1r ' ii it IH ;i ! ' 1' 53I `I tI :1 l '! 1 I,I ' ; Material list �V7 db � I I[I Fad �;i � ? HI 6x6 support post/with 6x6 anchor brackets for piers I 2x10x 12 for front and back header supports stacked 3 each 2x10x 22 for gable end support stacked 3 - 2x8x 14 for roof rafters 16" on center 2x10x 12 for ridge pole 1 2x4x 8 for collar ties 1 2x4 stud wall on gable end with 1/2" osb ply... to be covered by vinyl siding. j t 2x6x 12 ceiling joist with hangers 12" sona tube with big feet aprox 5 feet down from grade 5/8 osb for roof sheeting , { All rafters to be anchored with hurricane clipsT. Post will be anchored to concrete I 1 Beams will be lagged to post with appropriate fasteners I: . i Main headers(2x10x12)will be pushed thru existing garage wall (2x4) and supported with jack I . studs. 1 ,1 I f Aprox height from pavement to bottom of header 7ft 6 inch i j 1. Back side of carport roof to tie in with existing roof line. Front side to step down aprox 16 inch from existing roof line. 5/12 pitch ,, 1 i i 1 r1 l 1 d �n (Yt i ' f, 1-1 wiliiscontracting@yahoo.com _ Y.:,,, .,;, - .4. I 1. , 4•1 :0 0.7 4 41 i 1 W 00 VI H _ E• i-) ,,,....4:P ''''' 4 11 00 I -----'---4---------'-- ----Z40-4_ , '‘‘.4, ‘-----,.. _44.4•. , ! _ • 0 • / - -i-- ------1---- ---ii'. r------- 1 ; fii I 1, 1 II 1 I 11 :1fP U ii i ,,,....,„ II , ll rN3104: ''14 t', 4 7‘ 1,41 __._..44, ,0 , r.t•--7----'---- -' '----"-- - - -1---- ----` , fil il et '11 I e < I (4tzM i .... h : • I. ....-----..-..-. C, ' -'i Li • . ll'h fi I. k'S•3 i 1 • '; ' P••• 1 11 1 t17.70 il ..1 13 oC 11 _ __„,....."--.< 11 - i,ii 11 ,1 11 1:5:116/11 _ 11„......,\I ii '1 iI --- .. - -- TT II .., - ....,,,, .`.. 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C•0 neWilk li ' 74. --1 T 4 I I II I I II I I r II I I I I I I I lil I I I II I II ' II .. II I ^ I I II I 1 � I • II 4?3---- Queensbury Building & Code Enforcement - Residential Final Inspection aw— .=Office No. (518)761-8256 � Arrive: am/pm Depart m/pm Date Inspection request received: 7//J I Y Inspector's Initials: NAME: ‘26 -1-/ PERMIT#: 6RO/0 —g-(0`1 LOCATION: rI d— DATE: I/ .l _ TYPE OF STRUCTURE: / „�,�,i�e,,2. Comments: ...71_,Atifire Yes No NIA 4" Building Number Address visible from road 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 I 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.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor I Sticker on Panel Duct work sealed prgperly/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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 11"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3%hour fire door/door loser 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 n °� Flood Plain Certification, if required ` I i Okay to issue C I C or C/C9[Temporary/Permanent] 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 r� I • , ._ II II II II IIII III Framing / Firestopping Inspection Report f vi)6k -' —1/ 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: . 1 IN& PERMIT#: I c _to l LOCATION: Layl o k INSPECT ON: TYPE OF STRUCTURE: CaN 2XII NIA COMMENTS: Fri amsng_ Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck BracingHeadroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Va(w) 16 jauge (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 V inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilinglwall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buiiding&Codes Forms-OLD\Buildin9&Codesllnspection FQnPS\Framing Firestopping Inspection Report.doc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: / Queensb mYBuildin &Code Enforcement Arrive: _am/pin Depart:` A am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ,,A ' ri r NAME: P: S PERMIT#: / Z ) (l LOCATION: ,ce; INSPECT ON: /70 TYPE OF STRUCTURE: Comments Footings (-,---1'</ 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 Backfill Approval . Plumbing Under Slab PVC I 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