Loading...
2010-171 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 •F Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100171-36787 Date Issued: Tuesday, July 26, 2011 This is to certify that work requested to be done as shown by Permit Number P20100171-36787 has been completed. Tax Map Number: 304.17-1-21 Location: 39A WARREN ST IlL Owner: Timothy h Smith S t Applicant: Timothy Smith This structure may be occupied as a: 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 Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 4.00.r$41 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100171 Application Number. A20100171 Tax Map No: 523400-304-017-0001-021-000-0000 Permission is hereby granted to: TIMOTHY& OKSANA SMITH For property located at: 39A WARREN St 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: TIMOTHY &OKSANA SMITH Residential Alteration $12,000.00 32 QUINCY Ln QUEENSBURY,NY 12804-0000 Total Value $12,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2010-171 FOUNDATION REPAIR $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,April 22, 2011 (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 .,Q,4e,ensbur /1 Ti . s y,y,A.ri122,2010 °'.r' for the Town ofQueensbury Director of Building&Code Enforcement 30q /7 - 7 - /.,_z / OFFICE USE ONLY TAX MAP NO. /O /7 PERMIT NO. - / FEES: PERMFrle✓ ((((v RECREATION ENGINEERING 1 (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE//O��OF A VALID PERMIT FOR CONSTRUCTION. I` APPLICANT/BUILDER: J 2t5 Coit S f / OWNER: 7)'7770/4 ~� Agqiliet S,-.).),-7 ADDRESS: 39, /,/ (-''' i y ADDRESS: .c ;�nt < 71 PHONE NOS. (6f ) 72Y6 "-.:s,9'8;( PHONE NOS. ( / ) 79' i 75 f 0 , CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 1 -93t ®Gv ty���' PHONE: �� ' e")-7"7 cf- LOCATION OF PROPERTY: 39 ' 4/1>S-4 Cl:- w `- ',-147.1 HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: l I _ PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z co APPLY TO YOUR zz 0 tY 0 o O a I o PROJECT coUJ W ~ W OJ LL • OI- 1-U J OZ = oQ a 0 Z Q -J c- o o - Ii 0 1- CL W - F- LL a = ces SINGLE FAMILY S 3lc!-'x ' _ f-/'q - TWO-FAMILY MULTI-FAMILY I r (NO. of UNITS ) ef" )��ll TOWNHOUSE ,) I BUSINESS OFFICE '' nni0 ,� / ' \ RETAIL- `/ MERCANTILE �, oil{ � FACTORY OR INDUSTRIAL I ATTACHED GARAGE(1,2,3) OTHER 1 I IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: / a coo FUEL TYPE: B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? `' ARE THERE EASEMENTS ON PROPERTY? ._ 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 also 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. I have read and agree to the above. Signed +2 Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDIN' & ' ES APPROVAL ZONING APPROVAL DAT. DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(a,queensbury.net Office Use Only --- X rmac): kms,u Queensbury Building & Code Enforcement - Residentia y n spection Office No. (518) 761-8256 Arrive: = ,, Part: Date Inspection request received: Inspector's initia s' NAME: . 'a ilt a s ‘. ,i 11 PE --21p- O #: t 0- f I LOCATION: '1� OW4 W. D` ' : "71 TYPE OF STRUCTURE: O il 1J•A-�'t© 01.E Lr''� Comments: N. N ►•.3 4' Building Number Address visible from road Chimney Height I"B'Vent/Direct Vent Location 4 Fresh Air Intake 3 inch Plumbing V=•, . • ,.. •• dimum 6 inches Roof Complete erior Finish Complete Platform at all extenor •oors _ t 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 dearance to sill plate Gas Valve shut-off exposed/re!ulator 18 inches above t rade WANIIIIIIIMI Interior privacy/trim/doors/main entrance 36 inches Bathroom I 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 S•aces 18 inch x 24 inch access, 1 -•.ft.-150 ;+.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation 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 1 Enclosed Stairs Sheetrock Underside minimum 14"Gypsum Basement stairs dosed rise>4 inches . Garage Floor Pitched Garage fireproofing/'/,hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical T , Final Survey Plot Plan Arc Fault Breaker in BedroomsVA -gyp t a6 0E C Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker / Site Plan /Variance required i NK Flood Plain Certification,if required Okay to issue C/C or C I 0[Tempor /Permanent L:1Building&Codes FormssBuilding&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 -TiM6 FR)4 `7 1--‘3—o�3Z— Queensbury Building & Code Enforcement - Residentia in . nspection Office No. (518) 761-8256 Arrive: `,56 a �+ ►, part: a a) Date Inspection request received: Inspector's initials: iit NAME: IA PERI IT#: Q -k7 LOCATION: s , s► __� _. 1-_ D'c E: -7 -(D- t 1 TYPE OF TRUCTURE: Q 1b RO P\ c —93k6\-1- Comments: 4' Building Number Address visible from road \/, Q Pt-- -Fl 6E_ PROD\ Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake ✓ . LST T�R F 4-l�t`'� ETV-MAO 3 inch Plumbing Vent through roof minimum 6 inches _ ✓j srVqLt o 0 flpOIT‘O>►JRL tiJ Roof Co late/Exterior Finish Corn.ete VVowOE O Platform at all exterior doors _ Handrail 4 or more risers 4ZQ VL EAbE pRO,wC7E Guards at stairs,decks,patios more than 30 inches above grade i/` Guard at stairwell at 34 inches or more v L�-i-; FROM t Guard at deck,porches 36 inches or more ✓ CDOW-PC,'TpIC2._ 0,3 vJ V.tr-VT Handrail Termination at Newell Post or Wali ✓/ y���j �►�{�LLEp interior/Exterior Railings 34 inches to 38 inches ✓,! �M� TE ,t Deck Bracing/Handicapped Ramp Compliant ✓ QEci��,bTP Grade away from foundation 6 inches with 10 feet / CF„� A��'oty��R 6 inch clearance to sill plate V/ p) cc Gpf��J o w�c�tl,� Gas Valve shut-off exposed I regulator 18 inches above grade V / t-\at3i)R f+t ot. e' 'tf Interior privacy/trim/doors/main entrance 36 inches �/ x.10 Ft�� 5'CFa t�� t�bT Q� Bathroom/Kitchen watertight / Safety glazing/Window in stairwells safety_91 fr ing ✓ ttJ O v3 Pc\'L< bk) V Interior Smoke Detectors I Carbon Monoxid set orsC) tw�bTAu_C -Y iki)QRtU-34 Every level: Ev ry Bedroom: ✓ k-!‘ 6H c, Oct-13 b t OE_ C Outside every bedroom rea: 1�RN Re NEOv b-vRt Inter Connected: Battery backup: _ ��t C��\ 0‘../VMOK� Attic access 30 inches x 22 inches x 30 inches(height),in accessible area Crawl S'aces 18 inch x 24 inch access 1 -•.ft.-150 s•.ft.vents Q�_- -QV_ ©t. Z-P3 9 FUN Bathroom Fans,if no window / %Af tt i�6�t 5 1 Plumbing fixtures ✓! 16,Mp � 0 E'�ECT�'�- " Foundation insulation/Insulation Certification y / p�U+� Lt�E Ot�E 0 Floor truss,draft stopping finished basement 1,000 sq.ft. ,// \ ���e Emergency egress below grade V Gas Furnace shut-off within 30 feet or within line of site i / '31`/ ��ATt�R�©M �R*J5 Oil Furnace shut-off at entrance to furnace area �� � \) /3‘ �(� Low water Water Heater operating 1�}P0 _ .v_�� Low water shut-off boiler / ti/ Relief Valve(s)installed 1 Heat Trap/Water Temp 110 �/ Enclosed Stairs Sheetrock Underside minimum'A"Gypsum N/ Ft)1- ._€Pt vD gfAckV Basement stairs closed rise>4 inches I / t rJ�o Garage Floor Pitched / q Garage fireproofing/'/.hour fire door I door closer ,,( v/ �\1J i�L >r--k v���\�\C Duct work Sealed properly �/ 9,`Gas Logs in Sealed or Glass Enclosure Final Electrical �/ / bT CJ 0©�EkT\-\E R RotJ 'Mot-NO Final Survey Plot Plan Q 9 000 Uo VEUA13) I Arc Fault Breaker in Bedrooms �N11 t� Rl- \ Alex Gas Pi Bonding / \tC\cSJ 1 b As Built Septic System/Sewer Dept. Inspection Sticker Y Site Plan /Variance required ('.t- X \F-\ ) i"s i Flood Plain Certification,if required Okay to issue C/C or C l 0(Temporary/Permanent] ` t55- Q EQQ IJ CI C-t T by ®iJ Ft.-OC ___V61. � 006 4_ otJ \b-y Fl.L- os`), `\---© M w: 0\CSL- R©C \. rt 1 '`-\ . L:\Building&Codes Forms\Building&Codes\lnspec lon Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Foundation Inspection Report Office No.(518)761-8256 Date Inspection . i =: Queensbury Building&Code Enforcement Arrive:7 ro -part: 2:26 : war 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: /14 r `-- ' RMIT#: /(/!/ 7/ LOCATION: 3,7 in A r--r7 INSPECT ON: _ — TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolith' Slab •\ s°7Reinforceme in Place ‘1\tGv 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 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 Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ( N. -30 )/0 _ /-z_ Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: / \ am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 4...f) 1� r i NAME: �1 t PERMIT#: /t2-/? LOCATION: INSPECT ON: J /4.—/() TYPE OF STRUCTURE: I�y J 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 yam. hes above footing 6 mi '•ly for wet areas under slab Backfill A a •royal '1 ., 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 Fors\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tion -'ties i Queensbury Building&Code Enforcement Arrive: ' P -part: 'Pit fa.,..m ,m 742 Bay Rd.,Queensbury,NY 12804 Inspector's MI;:• . NAME: `LA 1 T 1-‘ Ci‘t T#: I l7' fl t LOCATION: 39 A u3A k> ,,tc-r- INSPECT ON: cF–13—TYPE OF STRUCTURE: Comments 3eftCA Yi /N NL Footings ts.) E V1D K Piers 2-- '".- r4 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/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins•- ti• • . . ; • ' -•: i o Queensbury Building&Code Enforcement Arrive: e 4, VW: Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Im• NAME: IT#: 10 -2 -11 LOCATION: .5 14 ( c , -/Z e,.t s INSPECT ON: _5--_5-- 1�-WOj TYPE OF STRUCTURE: 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. _ oundation/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\Inspectlon Forms\Foundation Inspection Report-dm Last printed 12/20/2005 9:24:00 AM F-3 7irc&/v— Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque z Queensbury Building&Code Enforcement Arrive: ‘1�%��Unm/i Dept: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:- e NAME: tC�' !/k.-) P #: ! LOCATION: _3SPECT ON: ,j `,) TYPE OF STRUCTURE: '- / J 3 5 W��` S)-- 7\00160Øiirnents Y N NSA re-A- 1/1 1/4j Footings *Ix• Monolithic Slab 77‘—r/1 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 12/20/2005 9:24:00 AM Vedix -e54,-7t Foundation Inspection Report Office No.(518)761-8256 Date In ti requ-.t r v •• Queensbury Building&Code Enforcement Arrive:"I �j • •m Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: 5 Tht AA- RMIT#: /7/ LOCATION: t jJR y y ' _ INSPECT ON: 5--S--jr) TYPE OF STRUCTURE: Y N N/A Footings (� Piers `r Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement -rials for this p on site. Femiktiatien+Wailpour Re'• orcem.• • :TV- Footing Dowels or Keyway in place CF Dampproefing Foundation Waterproofing Footing Drain Daylight or Sump (2t?'s Ole) Foal V 12 inch width 6 inches above footing r 6 mil poly for wet areas under slab r1 APPlevi Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /Z :DC Ufa Foundation Inspection Report Office No.(518)7614256 Date Insertion reque . ed: Queensbury Building&Code Enforcement Arrive: 1 .1 ' I 'art: \'‘ini/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. .el,. i^ /O / /NA : � J r l I PRT#: LOCATION: 3 'LS SPECT ON: TYPE OF STRUC : Comments Y N N/A Footings EP\ �PsaC ` Piers �.h.� 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/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Budding&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM