Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2013-460
_��` TOWN OF QUEENSBURY `O rs 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130459 Date Issued: Thursday, September 11, 2014 This is to certify that work requested to be done as shown by Permit Number P20130459 has been completed. Tax Map Number: 523400-239-012-0002-066-000-0000 Location: 25 BRAYTON Ln Owner: COLLEEN M HALSE Applicant: COLLEEN M HALSE This structure may be occupied as a: Demolition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the _ t/ 4 property owner of the responsibility for compliance with Site Plan, QQQvvvii�W��' 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 S-0,0742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130460 Application Number: A20130460 Tax Map No: 523400-239-012-0002-066-000-0000 Permission is hereby granted to: COLLEEN M HALSE For property located at 25 BRAYTON Ln 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: COLLEEN M HALSE Garage Detached $15,000.00 25 BRAYTON Ln Total Value $15,000.00 LAKE GEORGE NY 12845-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2013-460 GARAGE detached 420 sq ft $63.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, October 02,2014 (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 To of Qu sbu /J W' s.,e J.a October 02,2013 SIGNED BY for the Town of Queensbury. Director of Building& Code Enforcement Town of Queensbury Building & Codes Office Use Only Received: io,3 " `I.?-7 ACCESSORY STRUCTURE APPLICATION Tax Map ID: 2.39;/�-Dz.-7.{t A permit must be obtained before beginning construction Permit No.: For any structure other than residential principal structure(house)to include, but Permit Fee: • o; not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: Refer to Informational Brochure No.3 Accessory Structures-Sheds/Fences p� A Date S .r 7/3 Applicant /(� - Lill«.., /6<e�:� Tax Map ID o 3 9- Al - a - C Address Zoning i Phone �q Owner _S 3 c AS .4./s/ Contractor/Agent �q,Ce Address !/ Address /`°o , a'.� „ q0 L7; e•-91144/ed i%y !-1 rs.o Phone Phone SIr- 3,sei'y Contact Person for Building&Code Compliance: . a Ga- Day Phone:-SC?"--3 G!-.31.7/ Building Street Address: Subdivision Name: Lot#: Historic Site: Yes No 41 Estimated cost of construction: $ asci-_ Are there any other accessory structures on property? If yes,please list: //( cc� Type of Construction: Check all that apply Please indicate measurements as required below 1st Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height .Boathouse Boathouse with Sundeck Deck Detached Garage(#of cars ) 2.) Dock Pole Barn Porch-Open '*Porch-3 season, Covered, Enclosed Shed Other AccessoryStructure(s) . ,, /e **Considered floor area&must comply with FAR(Floor area ratio),requirements if located in the Waterfront Residential zone. Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: //•oram/pm Depart am/pm Date Inspection request received: Inspector's Initials: OA NAME: Ki c PERMIT#: /3-70 LOCATION: zL r �, (2,4_ DATE: TYPE OF STRUCTURE: 3` Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/13"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 38 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.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing factures 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 tine 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:"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/''4 hour fire door I 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 Certificatired Okay to issue C/C C/ Fmporary/Permanent I L:Building&Codes Forms\Building&CodesUnspection Forms1Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12122/10,Revised 04/13/11 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: _112L.' am/paDepart: am/pm Date Inspection request received: Inspector's Initials: NAME: f 1S(2 PERMIT#: 13"7(0(1 LOCATION: ,p S$ irk �A hh DATE: 9—.)— 7 TYPE OF STRUCTURE: L y Comments: Yes No N/A 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/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 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 Fumace/Hot Water Heater operating Low water shutoff boiler Relief Valves)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetroc k Underside minimum''W Gypsum Basement stairs closed rise>4 inches �+ 4 1 Garage Floor Pitched J 4 If °tit' crow,3 Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure / S �f Final Electrical;Energy Saving Light Bulbs 50% / ^ t' /�d� / Final Survey Plot Plan </ Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles // // Flex Gas Pipe Bonding — ( /k j,;r4S C'C'rj� e%r//ccJ As Built Septic System/Sewer Dept. Inspection Sticker ! Site Plan /Variance required Ae/ Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] ✓ L:\Building&Codes Forms1Building&Codestlnspection FonnsUResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/28108;Revised 12/22/10,Revised 04/13/11 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20130460 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 09/27/2013 Miscellaneous Garage Detached STAFF Misc 2013-460 permit app rec'd&entered 10/02/2013 Miscellaneous Garage Detached CRAIG BROWN Staff Approved 2013-460 zoning approved 10/02/2013 Miscellaneous Garage Detached STAFF Misc 2013-460 permit issued 10/22/2013 Miscellaneous Garage Detached CHARLES DYER Staff Misc 2013-460 fir footing questions 10/22/2013 Footing Garage Detached CHARLES DYER Staff Approved 2013-460 2#r's cont. 10/22/2013 Reinforcement in Place Garage Detached CHARLES DYER Staff Approved 2013-460 2#r's cont. 11/15/2013 Framing Garage Detached CHARLES DYER Staff Denied 2013-460 need to verify if attic access has to be"fire rated" 2 x 6 joist span? r ,3 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: -tom am/pm 742 Bay Road, Oueensbury, NY 12804 Inspector's Initials: NAME: 6['pen #023e PERMIT#: /`3—Veno LOCATION: A.5 8 f‘Q L,(�4n °t INSPECT ON: /J—/3—/3 TYPE OF STRUCTURE: ' poi ay. Y N/ N/A COMMENTS: Framing J Attic Access 22" x 20" minimum Jack Studs/Headers 41- Truss Specification Provided . L<FBrac "T`i� li �C �S L3 Joist an ersging 2_` Joist hangers �O �:. �--�� 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 11/2 (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 ans 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_Revised_02 0513 S _ ID . Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: ,� ��,,,� Queensbury ens Code 2oment Arrive: 4t J—Pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#: 13- f b 2) LOCATION: a 5 R rqc 3 k (tr. INSPECT ON: /6 -- aq—I TYPE OF STRUCTURE: U Continents Y N N/AI'� 1 e Footings Piers Monolithic Slab Reinforcement in.'lace a f-S1-1 — " / •— The con. : V . is responsible . providing . ,tection from --•' g for 48 hours ollowing the p : •,.'ent of the cone Materials f., this purpose on site. Foundation/ ' allpour Reinforcement in Place Footing Dowe . or Keyway in pl.. Foundation ' : I.pproofing / Foundation W: i . ..fng / Footing Drain IY:ylight or S •p Footing Drain .ne: 12 inch width 6 inches above oo 6 mil poly for w- areas under slab Backfill Approval Plumbing Under Slab S PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\BulIding&Codes\Inspeton Fortis\Foundetfon Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM I ue-sJatA 1- 3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: [ / , NAME: 4+4tt. PERMIT#: LOCATION: a ,Tj A t'c l `(te n 1..©.0l2 INSPECT ON: /D TYPE OF STRUCTURE: Comment y N N/A 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 / —"ak tZ Footing Dowels or Keyway in place VVV 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\Bullding&Corles\InspectIon Fonns\Foundatlon Inspection Reportdoc last printed 12/20/2005 9:24:00 AM Foundation Inspection Report J �'t S a41u /0< (1a2) Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:/ c pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:d#29 NAME: FS el long PERMIT#: l 3- </ha LOCATION: 1] 1/1, K � j,r INSPECT ON: _ a-r3 TYPE OF STRUCTURE: .72/1010, Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing prutaAion from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Ix Foundation/Wallpour 77v Reinforcement in Place _ Footing Dowels or Keyway in place V -rL.5 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:\SulidIng&Codes Fonns\Building&Codes\InspeWon FonnsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM .91/9 :2'.1 , <I (z, 0 1 L_ TOWN OF QUEENSBURY I 3 BUILDING & CO ES EPT. i Revicvved ��y. Dater /' I 1 A r 1 3 • -tee. Si. 1 I.... SS. _....,.-e-- 1 .... .. . n . ....•A „ , F ..___ i 1 .........._ _ ..... ii i r ...._ 1 .../) , ..... Ii _ i___. ..._ r r I 7 cm 114✓✓' —. . i < E— /C --3 Y i < .t/ < /y. �� r I TOWN OF QUEENSBURY BUILDING DEPARTMENT ,/7, Based on our limited examination,compliance I /, I with our comments shall not be construed as ' indicating the plans ano specifications are in o7° full compliance with the Building Codes of I New York State. I el y —7/o ,< qr.� \ / /J/'1iLSC /'{�/ \ ^---5-6 6.,-Z- // /C4/ - Is/<---;--S ',al \ /V 3 29 y, "1, A : A .-._ .- -, .............,..-PP". r,1x/0(3) , i r / __ .-- - - _ \14Ies rvdCr T v p es a .Sebe ' °I/ tee ) NEW / r._r J/ ' /7:#1-ZS /,1, i s;- � . tee. ,�,j _ ; ?AA . y� � y y /. "'‘.. a i - 4 _;___________________. ___ / • ,s .. --L94...„--.47. c. ��j/G. ` .AUC (f^ !!! / et vyV NI . ---- - -- I __._� 7 —.* ‘' 1 , C -2i r / _ - . ,W > efe r / ilit I 1L' .roily �f /V/ 1 I i / , ,I ' ' i i i.k �> '�!✓. i/Sia 1 ,_ 1 1 r-c5:13:" -.. D4:7-ir (. - :1\1 ;a d Vii , • ( >r > • .-....e,„ r ib.,,r,..:>„ (r OZSZI AN aim^aD'IO£109 1066959(SIS)red 465£959(SIS) sagnog *of "V ✓f //6""/ y/ -_ 3.,./ � (// i • it 027/ AA, h 'V7/ 0Z8ZI AN'alePJana fl''WE°8 1066-959 NIS)nd 465£959(SIS) sai1nog aoj • Joe Roulier (518)656-3544 Fax(518)656-9901 Box 301,Cleverdale,NY 12820 a j...--- //is c ,„ �lq . ! c o/, 1 / �c,,j CAE � ..- Cd 0‘.. r. tic cell„ Cc. .,, 2 y. s' - .y.. G &_<.:/.2z=:_ .. r I JXCF P esi./ J x C - /4 e c Vert. -t . a r 1 air G s.fC /ert LAKE ELEV. = 319.48' DOCK DOCK 90'± ALONG SHORELINE J 1� I` LANDS NIF OF I ' 7�cl THOMAS NESBITfo_ S8°51 SALLY CAREY 3 V 9 07"lM�' 8271158 3 u o% 5d. 5 r '�.9 ' X " 30 ©INU e� 2 co '' `�r v NO\ co DECK N \ PROPOSED GA \ \ RAGE ° - 3 .as L7 q woo 5TONE sEa,AWwnuN� o. ... LEGEND: O IPF = IRON PIPE FOUND O IRF = IRON ROD FOUND v O IRS = IRON ROD SET/TO BE SET VD ER9� F 5 772�R Q. FT. o v- = WOOD FENCE �l iryUSE ME. _ m.> „ 0.13± ACRES UTILITY POLE N p MAP REFERENCE: MAP OF A SURVEY MADE FOR PERMIT PLOT PWJ EDWARD & BETTY SANDSMI HAVE PERSONALLY MEASURED THEUISTAN� c { DATED: OCTOBER 31, 1988 FROM THE PROPERTY LINE S TO (PIE BY. VAN DUSEN & STEVES PROPOSED STRUCTURE(S) OR31G J(S SIGNATURE r/c� A7/\ \ V V VVV��_ P e> I.INOVIW PLrCRAnoN CI.INIONTO A.1 AipP 6fNJNG oIAND SL.'O. 6 .6,5 15A lioVTOry OO,TO' 7209, suo-DIVI510ry z. Q'me h TSCLTION iievrowstirc ernrWION uw.• +' PIM=321.40 t e -v ^ Ate. V t��/P �JJ-;J GNLY COPIES fROMTnf OITIIIAND 155URt ARNI CO'l NpWGINAL°PI11.11 15Y 2fk SNALL BE CON510CR[O r0 bf VANO 1RUf CORES' GfRPPICAI'IONS INDICATED ryEpEON 51GNiPYMgT' L a ri d S u ry e o r S 11115 sURVfY I'//5 PREPPRED INPLCpRO>Nll NAiH mf F311IGCODfOPPPACILEfOR�%SURVEY°R9PUO 1mI, rvFv vO RR ST.lrf 1IONOPPROPf5510NI SITE STATISTICS: �'. y Mill '. I07NS TOTAL AREA = 5,772 SQ. FT. o LA NDS OF 169 Haviland Road 32j C BUILDINGS (HOUSE & SHED) = 986 SQ. FT. 04 MI5 BffNlf TO R!E PTI£ COMPPNY, GOVERNMCNTI , ICNI "°V"DI"GIISTTUM°" 5'f°"f"ON,MD KEVIN WALDEN, et. al. OTHER IMPERVIOUS SURFACES (DECKS, 518) 792-8474 827/158, Lic. No. 50135 WALLS & ASPHALT) -,1,892 SQ. FT. TOTAL NON -PERMEABLE SURFACES = 2,878 SQ. FT. •' ' '.. 9 AM/5 779 _I Flo/ V VVV��_ Du s e> I.INOVIW PLrCRAnoN CI.INIONTO A.1 AipP 6fNJNG oIAND SL.'O. 15A lioVTOry OO,TO' 7209, suo-DIVI510ry z. Q'me TSCLTION iievrowstirc ernrWION uw.• +' S t e -v ^ Ate. V t��/P �JJ-;J GNLY COPIES fROMTnf OITIIIAND 155URt ARNI CO'l NpWGINAL°PI11.11 15Y 2fk SNALL BE CON510CR[O r0 bf VANO 1RUf CORES' GfRPPICAI'IONS INDICATED ryEpEON 51GNiPYMgT' L a ri d S u ry e o r S 11115 sURVfY I'//5 PREPPRED INPLCpRO>Nll NAiH mf F311IGCODfOPPPACILEfOR�%SURVEY°R9PUO 1mI, rvFv vO RR ST.lrf 1IONOPPROPf5510NI y Mill '. I07NS IO mC PCPSO N fORE NO Nf sU IOOf lI.5Nh..Tll5111 1511PLLRU .. ISPMMINTA- 169 Haviland Road Queensbury, New York 12804 04 MI5 BffNlf TO R!E PTI£ COMPPNY, GOVERNMCNTI , ICNI "°V"DI"GIISTTUM°" 5'f°"f"ON,MD OTMt; OGNEf50P1tlE1ENDNGINOTM10N; 518) 792-8474 New York Lic. No. 50135