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2011-265 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: P20110265 Date Issued: Friday, November 16, 2012 This is to certify that work requested to be done as shown by Permit Number P20110265 has been completed. Location: 25 BROOKFIELD Run Tax Map Number: 523400-290-000-0001-064-000-0000 Owner: MARK & MELISSA DUNBAR Applicant: MARK & MELISSA DUNBAR This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property r owner of the responsibility for compliance with Site Plan,Variance, or )awp 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 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110265 - Application Number: A20110265 Tax Map No: 523400-290-000-0001-064-000-0000 Permission is hereby granted to: MARL{&MELISSA DUNBAR For property located at. 25 BROOKFIELD Run 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: MARL{&MELISSA DUNBAR 25 BROOKFIELD Run Deck $8,500..00 0 QUEENSBURY,NY 12804-0000 Total Value $8,500 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-265 650 sq ft deck permit $65.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 16,2012 (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 Tor75u;ens ry;,�+ y�June 16,2011 cvv tSIGNED BY _ � for the Town of Queensbury. Director of Building&Code Enforcement I ' OFFICE USE ONLY E TAX MAP NO PERMIT NO. � D , i FEE PAID BLDG.&CODES APPROVAL II IAI O 2011 r JUN ACCESSORY STRUCTURE BUILDING PERMIT APP 12 F QUECODES Y Use this application for any structure other than the Principal Structure (h BUI DING CODES ViAtTRA o: 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. /1 OWNER: / lAiZV, bUN6-Ar n INSTALLER/BUILDER: ADDRESS: �J 6(ZOO K-r16L," 2vA1 ADDRESS: PHONE NOS. -;�- !g -/ x C1 PHONE NOS. LOCATION OF PROPERTY: SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ESTIMATED COST OF CONSTRUCTION: $ 8-500•OOANY OTHER ACCESSORY STRUCTURES ON PROPERTY? pJ d IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: PROPOSED CONSTRUCTION 1sT FLOOR 2ND FLOOR TOTAL PROPOSED HT S4.FT SQ.FT SQ.FT FT.&IN. OPEN PORCH DECK N'650 3 SEASON,COVERED OR ENCLOSED PORCH- BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS:_) 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. I have read and agre t the ab �� QUESTIONS? CALL 761-8256 OR EMAIL Signed Dated: codes0nueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Name/Title(Printed) /1�� f"� • b uA LA 2 �a- Foundation Inspection Report 16 - Office No.(518)761-8256 Date Inspection re st receive : l o/1 Queensbury Building&Code Enforcement Arrive: De am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s- ;o>> -d-bg NAME: (N ��Gi PERMIT#: LOCATION: -G SPECT ON: 1S D a' TYPE OF STRUCTURE: e columega N NA ootin "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 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:XBuilding&Codes Forms\Building&Codes\Inspectlon-Forms\Foundation Inspection Report.doc Last printed 12/20/2005.9:24:00 AM Queensbury Building & Code Enforcement - Residential Fi I In ection Office No. (618)761-8266 Arrive: am/ De IA a Date Inspection request received: Inspector's Initi NAME: ` `� PER I LOCATION: r DA TYPE OF STRUCTURE: - Comments 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/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, I s .ft:150 s .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 s .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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door I door closer Gas Lo s 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/C or C/® Temporary/Permanent LN3uilding&Codes Forms\Building&Codesllnspection FormslResidential 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 F' I Inspection Office No. (518) 761-8256 Arrive: a artIL- Inspectors - a Date Inspection request received: Initials: r NAME: E IT#: LOCATION: r TE. -- I TYPE OF STRUCTURE: • b Comments: es No I NIA 4" Building Number Address visible from road �� cZ Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake , 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete t t Platform at all exterior doors d ' 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 lazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backu Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window � V 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 s .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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"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 Are Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding , As Built Septic System/Sewer Dept. 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EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimacion final del diseno.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacion contenida en esta pagina esta conforme a los tanninos en la negacift.situada en el extremo de este documento. Copyright©1989-2011 Edgenet,.Inc. Page 2 of 20 Doc ID 122f6d6f-L-755�24f-ti548-ao5l33lcacee d s � SEGO ET11 Pro [deck Des*gn[ a Plan View { ibi f i t , i i i i s f i k for the Warning and Important All nforma ion This contained onnal design plan or estimate.th s page is subject to the terms n the n INC.assumes no respons d disclaimer located at the end to this document.use or output of this program. Advertencia a instrcciones import tes: Esto.no es unpplagn ni una estimaci6n final del diseno.EDGEta pd ina estfiNC.no aconforme sona los t6rminos en responsibilidad del use o de la sali a correcto de este ro rama.Toda la informacion contenida en esta pig la negacibn,situada en el extremo de este documento. Copyright©1989-2011 Edgenet,Inc. Doc ID 122r6d6f-e755A24f-b548-a051331cacm Page of 20 TIDY (pro Deck Design, i Dimension View f 4 t i i i Qe 3 LP �2fl c i c { S - 1 cc 7 I 13n6m - 7n6m ° 1 21f, I gn6ia 7P6a # 21fl 13n6m 7R6ia 21n 1 afl f i t i i } y f Warning and Important Instruction: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program• All information contained on this page is subject to the terms in the disclaimer located at the end of this document me una l diseflo. su Advertencia e i del use o de la sa ha co ecto de este programa.Tod t a informac oimact6n final n contenida enGes aEpdg na estaaconforme a los t6rminos en responsibilidad la negaci6n,situada en el extremo de este documento. E - . Copyright©.1989-2011 Edgenet,Inc. i Page 4.of 20 Doc ID 122rsdsr��ss aiaf tsaa aos1as1carLe ' i i I SIGN I 'Pro DecDes' Ign"' -, MPost View 4 i EEf tttl nna: una: uer nee: Ia POY nee: UnOY � . i J mAfY If Af: met uAfY ,enf: meta ,oneY E rS S A.a.ti• I — : � f 1 i f { 5 S t� 3 Warning and Important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correc use or output of this program. All informa ion contained on this page is subject to the terms in the disclaimer located at the end of this document Advertencia a instrcciones importa tes: Esto no es un plan ni una estimacion final del disefio.EDGENET,INC.no asume ninguna responsibilidad del use o de la sali a correcto de este programa.Toda la informacion contenida en esta pdgina esta conforme a Jos t6rmii os en la negacibn,situada en el extremo de este documento. Copyright©1989-2011 Edgenet,Inc. Page 5 Of.20 Doc ID 122MV-e755-424-b54"05 331eacee r. 4, SIG 11h TM Pro Deck Design I Joist Layout View I H:ffl -1 f k f - p C C o O 5 C C f i F-FF I 1 e e e e = n = o a s P Ps s `s P e°c ,nxeoc 4 fi2:oc -J I L-L la �« P S G n n o o n n n n n n n I f f i t 51 1 Warning and Important Instructions This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the co'ec use or output of this program. All informat'on contained on this page is subject to the terms in the disclaimer located at the end of this document Advertencia a instrcciones importaiites: Esto no es un plan ni una estimaci6n final del diseno.EDGENET,INC. tacOnforme me auna los tarmi os en responsibilidad del use o de la saliva correcto de este programa.Toda la informaci6n contenida on esta pag' la negaci6n,situada en el extremo e e este documento. Copyright@ 1989-2011 Edgenet,Inc. PagalB of 20 Doc ID 122f6dsr-e755-424r bsae-aos 331racee s,�b IDeck gnTM ` Pro { 1 Railing Details View v. y Llw 1 t i I zAv 2 s T hi L' Agi f -tS• j 1 } w t z m t a�rr 7 Warning and Important Instructions` This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correc use or output of this program. All informs on contained on this page is subject to the terms in the disclaimer located at the end of this document Advertencia e.instrcciones imports tes: Esto no es un plan ni una estimac16n final del diseno.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informac16n contenida en esta pagina esta conforme a los fermi os en la negaci6n,situada en el extreino ale este documento. I Copyright©1989-2011 Edgenet,Inc. t e755 424E b 548 a05 391cacee Page 7 Of 20 Doc ID 122r6d6f CRoss She �bhl V)F-Lj r� P-AI�IN�-t� �AuS2 SPA�rnIG=? -15 a 0 �M �FLf��i y�p�7 Z � r a.c. Sal ` e o A NS Qov, o2K 61SIS tJ. NP�'rA(r �dISY Dv WA"NG=e2 Jo E.2S'w% NA►Ls Po s rs ATrAc,4ob o f L.Ac, ScaEW-S Po S — Td F�rzs f®sr '�,aflE2 METAL FSV-CMU. =; SPAeI, l o S CCoN9 (�oS�- 6NZ1 E� LF1nl ESI E,D �s 2A Q r- �IOTr -FaoM' Kasr PAC-S Ag�,A5 . 30 Jc ;4 dlAM. 002E YvRES S'QANS o-C Posrs,G,2bens, �` 1701se's � Ms Pro beck De' sig- TWi l Deck Information f Deck 1 Construction Method - Bey m to Side of Post -Footing Type - In-Ground . Live Load - 60 i Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 102 in ? Post Spacing - 76 in Decking - L5/4x6 S/OW08dland Brown Trex Accents-Decking Beams - L2x8 Treated So�them Pine No. 1 Joists - L2x6 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No.2 Deck Height 48-ifl-� v 3(o �r Afr.9f s� ��I''�� Diagonal Bracing - Yes Joist Overhang - 24 in Beam Overhang - 24 in Decking'Deflection Factor�- 360 Joist Deflection Factor - J60 Beam Deflection Factor 360 Pref Decking Size - 5/4x Pref Joist Size - NONE Pref Beam Size - NONE Pref Post Size - NONE Diag Brace Height 1 - 24 in Diag Brace.Height 2 - 24 in Railing 7 Railing Height - 36 in i Baluster Spacing - 3 3/4 n Railing 6 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 3 Railing,Height - 36 in Baluster Spacing - 3 3/4 in Railing 13 Railing Height - 36 in Baluster Spacing - 3 3/4;in Warning and Important Instructions This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All informa on contained on this page is subject to.the terms in the disclaimer located at the end of this document Advertencia a instrcciones imports rates: Esto no es un plan ni una estimation final del diseno.EDGENET,INC.no asume ninguna responsibilidad del use o de la sali a correcto de este programa.Toda la informaci6n contenida en esta pdgina estb conforme a los t6aninos en la negaci6n,situada en el extremo a este documento. Copyright©1989-2011 Edgenet,Inc. Page 8 of 20 Doc ID 122r6d6f-e755-424f-b548-a051331cacee ti _ �I ;x # TM Desegnfro Deck N Railing 12 f Railing Height '- 36 in Baluster Spacing - 3 314 i i Railing 9 Railing Height - 36 in Baluster Spacing - 3 3/4 itl Railing 5 Railing Height - 36 in Baluster Spacing - 3 3/4 it Railing 2 Railing Height - 36 in i Baluster Spacing - 3 3/4 if Railing 1 # Railing Height ht - 36 in Baluster Spacing - 3 3/4 iI Stair 2 Step Width 101 1/8 in j Step Height - 41 1/16 in Step Rise - 6 27132 in Step Run -.11 in Stringers - L2x12 Treated Southern Pine No.2 Risers - L5/4x6 S/OWoocland Brown Trex Accents-Decking Treads - L5/4x6 S/OWoadland Brown Trex Accents-Decking Stair 1 s Step Width - 54 in Step Height - 41 1/16 in Step Rise - 6 27132 in Step Run - 11 in Stringers - L2x12 Treated Southern Pine No.2 Risers - L5/4x6 S/OWoo land Brown Trex Accents=Decking Treads'- L5/4x6 S/OWo�dland Brown Trex Accents-Decking i Warning and Important Instructions' This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All informaton contained on this page is subject to the terms in the disclaimer located at the end of this-document. Advertencia a instreciones importar�t�es* Esto no es un plan ni una estimacibn final del diseno.EDGENET,INC.no asume.ninguna responsibilidad del use o de la saff, correcto de este programa.Toda la informacfori contenida en esta psgina este conforme a los terminos en la negacibn,situada en el extremo fe este documento. . j!t{ Copyright©1989-2011 Edgenet,Inc. Page 9 of 20 Doc ID 12Md6f e755424f-b54"051331cacee MAP Fi1�10E: PHASE It BROOKFIELD ESTATES DATED DECEMBER 7, 1987 LAST REVISED JUNE 7, 1988 BY VAN DUSEN & STEVES LAND SURVEYORS 0 . N 00 i Y C MPY 'MAT TMIS MAP WAS M!lT 1RED f om AN AGT & nu uatm Tale C"ICA" pmm RUN ONLY TO Tmo PERSONS rOR U10M THE S AVEY-WAS MREPAftV. ON WAY TO IM TITLE COWAW. 1 o AGENGY AND Lg4N4 NSYMMON LISTED PMON. Ctlffr CATI0% ARE NOT TRANSf fKA&Z TO �ADbIT10NAL NSTf fJnONS OR SAS5EOLitft OWNERS. GERT1111"1110 TOO MANIC A. + MMASA M. CRARTER ONE SING Ir.S.D.. IT'S 'SUCCESSORS AND/OR A SIGNS fiRST A( GAM TITLE IN COMPANY Of NEW YORK QxTm To MATTMEW C. STEYES. LLS S 50135 DATM DLMEM M 6. 2601 MAY 5. 20M Stev S Land Surveybrs, LLC L.169 Haviland Road Quee ebury, New York 128 §181,792-8474 N York Lie. No. 50135 76-13'32*E 274. 76, LOT 25 1.53 acres 142.0a a� S03'24'06 • staAE OF*, % R r aZ T DRW 0hi O 30 �- r 75. rc N 9 Ak, 111 w"am AL7tlb1M OR Aom" VA "*V 1OP 19A1" IM A MOML" glow."1. A Map of a Survey made for tldATO a s&onoll. 7M KO-W MM & CF m OWN V= fTA19 OlYC11M LAW VwCow"047we"IMA Cr7mI 11 1 wAl®10 mAmG1e ftermwosk"bm WAIL WVL K oo>1Ma1" TO K Wto "M CLMW Rm 11""wsNIB"=ion NoA000 omIm Mark A. &Melissa M. Dunbar RM� IINIYIY IM1f MATI•IMD) MI AOOOIIDAMCT' NIm .E 3WMVW a m ON "m smm AN00A11p11 w "Mow I" 11AlYEYollt !Ab CplplpAllONo ■1A11 AIIN f111Y to TIE MIIIlptl Ipt MHm 71E I.10" AT �AI�� AIO w N! To m 7111E =wff..D1110" a �"AftW0 f,aml�, ;�"°°'� "° Town of Queensbury, Marren County, New York As PM MAP RaFE'MWZ 2 6-05-02 ITIAL. SMVLY 1 1-02-02 - C 1ANGE TITLE COMPANY NO_ nA TF nrcraronrHu "=30' S-1 BFEET 1 OF 1 DUNBAR NA 116=ri .