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2008-323 TOWN OF QUEENSBURY 742 Ba Road ueensbu NY 12804-5902 518 761-8201 Y ,Q rY, � ) Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080323 Date Issued: Wednesday, June 26, 2013 This is to certify that work requested to be done as shown by Permit Number P20080323 has been completed. Location: 7 BIG BAY Rd Tax Map Number: 523400-316-017-0001-034-000-0000 Owner: PRO-CRAFT, INC. Applicant: PRO-CRAFT, INC. This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling 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. TOWN OF QUEENSBURY Forio 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080323 Application Number. a20080323 Tax Map No: 523400-316-017-0001-034-000-0000 Permission is hereby granted to: PRO-CRAFT, INC. For property located at: BIG BAY Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other informati n hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Z.ning Ordinance. T I q e of Construction alue Owner Address: ' ' 1-C FT, INC. G, ,ge Atta ed 4 BIG B Y Rd S _ e Fa t y Dwelling $100,000.00 QUEE BURY,NY 12804-0000 otal a ue $100,000.00 Cont . tor or Builder's ame/ •• ess Electric. nspection ',1ency V Plans &Specif ns BP 2008-323 1486 sq ft single f. ,ily d • ' g with 516 sq ft garage $229.92 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday,July 10, 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 TOwri of9uee?l ur Thnrsy,July 10, 2008 SIGNED BY 4';`"1- 411 for the Town of Queensbury. Director of Building&Code Enforcement e ,4 // t / 7 3 .1FICE USE ONLY TAX MAP NO. PERMIT NO. 6 L -32, ) FEES: PERMIT RECREATION ENGINEERING (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 OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: Ill 'G 'rr //k OWNER: ee.A0 '' Cuff;rt." A.f. ADDRESS: ii '1� gay k(7� Q &i /ADDRESS: t /i4 eiwy 2 47/ /c°l PHONE NOS. 7q D 3 y -g PHONE NOS. 79 D 3 g.9 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:KenA/K Ki Ari-.E eg PHONE: 7qs' 3`ASS LOCATION OF PROPERTY: 0 6f 1 6A-y el:, 3 11. . 0 1 7 — f— SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z rt a d w LL APPLY TO YOUR z H cc O cr) (/) u) w PROJECT g 00 OJ H c 0 I- _ W El LLLL W Q a (XZ W 0 I LL d i O t-- t— O 1 : W — z < < - co N cn O u_ t-- u- a I ots SINGLE FAMILY X / O 6 5:0 v / /74/6 ;2-3) TWO-FAMILY 12 MULTI-FAMILY , 4:' ' ‘\:/\ aPP / (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR U INDUSTRIAL ' , ATTACHED GARAGE(1,2,3) X 5/4 �t OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ,...----- ESTIMATED CONSTRUCTION COST: /O©,. age FUEL TYPE: /'SRO P/t/ Ue HEAT TYPE: MP 1` /4 lg- *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: IN)I`' A ARE THERE WETLANDS ON THIS SITE? A/0 IS THIS A HISTORIC SITE? l7 PROPOSED USE OF BUILDING OR ADDITION: SJ ki( LL FAM)L.J f $)1) 1`'W -( *Please complete a separate Application for"Fuel Burning Appliances&Chimneys" available in our office B 3-LGL 11-05 Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 OFFICE USE ONLY TAX MAP NO. PERMIT N0. RMIT FEE APPROVALS: ZONING TOWN CLERK • • APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT; A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.OWNER: fignn,^�` " 6-- '1- I N t INSTALLER: ( Ceotber IN4 ADDRESS: II 1319 qualq.MgAtei DRESS: q gi 4?ay q(Jk--W cRSV/Lj N PHONE NOS. If -3 q PHONE NOS, 7 q -346 8' LOCATION OF INSTALLATION: O 6/4 kl y tQ D 3/4 , D l7-/-,3 YEAR BUILT l RESIDENCE INFORMATION: BEDROOMS X COMPUTATION= = i TOTAL DAILY FLOW GARBAGE GRINDER 1980 or older ' X ; 150 gallon per bedroom i = INSTALLED? /i/O 1981 -1991 X , 130 gallon per bedroom = SPA OR HOT TUB 1992-present J 3 X l 110 gallon per bedroom = 330 INSTALLED? NO PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING V STEEP SLOPE — %SLOPE ✓ SOIL NATURE: SAND V LOAM — CLAY — OTHER -- ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? r-- V ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS — FT. ) ✓ PERCOLATION TEST: RATE IS - PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: /, O/DO GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. J ✓ TOTAL SYSTEM LENGTH: c2 00 FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH e2 FT. X 2 FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS a FT. ✓ BED SYSTEM SIZE: — X — ✓ ALTERNATIVE SYSTEM: ^ LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY' GAL. I NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY I APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. A TOWN For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes@aueenaburv.net VISIT OUR WEBSITE FOR MORE INFORMATION h.; /� Q 2 4 4 <57. www.queensburv.net Signature of ersoon Responsible /9 p Date tia Town of Queensbury • Community Development Office ■ 742 Bay Road, Queensbury, NY 12804 ARE'THtRE 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. <4..7VtA 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: c BUILD COD VAL ZONING APPROVAL DAT DATE QUESTIONS? CALL 761-8256 OR EMAIL codesaqueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: .6FD Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury,� NY 12804 O33 Tow;i of Otteensbuly Michael F. Travis Highway Highway Superintendent Department , Home: (518) 798-0413 742 Bay Road Queensbury,NY 128Ek4___ Thomas R. Vanness Office Phone: (518) 761 8211 Deputy Superintendent Fax: (518) 745-4466 DRIVEWAY PERMIT Home (518) 745-0929 www.queettsbury.net DATE: c/ez/e APPLICANT NAME: 1%) 'E24F-r I tie TELEPHONE NO.: 79 $' 3' S 5" ADDRESS TO BE INSPECTED: c 314 Fg i(19 ?p 3)4 -ICJ 7-1 iP RETURN ADDRESS: 1jiC >et g Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( )12" ( )15" ( )18" ( )24„ ( )36" Preliminary inspection completed by: Date: Approval by Highway Supt: Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 6, ` _c/ NAME: @?cJ2A LOCATION: 3 - (3.4111 PERMIT#: , — 3 2 , Final Survey Plot Plan Aaoroved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: 51 .0 Craig Brown,Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc - - • FOUND IRON PIPE O MAP REFERENCES. m \ \ �0\� — 1. WARREN COUNTY, TOWN OF QUEENSBURY, TAX MAP NO. 316.17, BLOCK \ \ JoJ /� 1, PARCEL NO. 34, L. 3562 P. 222. — — 2. MAP OF A PROPOSED SUED/VISION MADE FOR JOSEPH P. & DEBRA M. \ GROSS, BY VAN DUSEN & STEWS L.L.S, DATED JULY 24, 1995. \ — \ LANDS OF a \ JOSEPH P. & DE19RA M. GROW Q \ - ps &SE \ L. 969 P. 42 \ - - WO. 3� P A �nuTy POLE 1.01S 102 \ Q — ° \ � \Q — Q05� ♦ ♦ 3 00 TOGETHER WITH A R.O.W., 1N COMMON WITH OTHERS, 1 ROD W �0 ♦ 60 PARCEL N IN WIDTH, ADJOINING 7HE PREMISES ON THE EASTERLY SIDE Z F� ♦ �`- AS PER L. 3562 P. 222, R.O.W. FOR PARCEL /1. O.229 f Aa o Z 00R� �Z •..•.•.•.•.•.•.•.•• ....................�::_. tO .2 `,T� '.............. 3�1 0 — ,� AMEN ::::: : : $ \ / R LANDS OF 1 0 i �\ LAUR/E A. GAZES : SET P.K. NAIL •� \ L. 743 P. 79 s ; IN PAVEMENT WAiX 00 RCEL l o ♦ popl N f� \ TOGETHER W1IH A R.0.W., FOR ALL PURPOSES, N _ 00 IN COMMON WITH 07HERS, OVER A 1 ROD ROAD �+ o 00 8 \ ADJOINING 7HE PREMISES ON THE SOUTV SIDE $ rn 0�1 1�• AS PER L. 3562 P. 222. G Q �p 0- ORIGINAL R.O.W. AS t/1 TOGETHER W17H A R.O.W., FOR ALL PURPOSES, + ` IQQ ♦ • PER DEED - NOW IN COMMON W17H OTHERS, FROM 7HE WEST END 0 GP ��,� 3O A TOWN HIGH WAY OF THE 1 ROD ROAD ON 7H£ SOUTH TO THE ♦ S \ HUDSON RIVER AS PER L. 3562 P. 222. F� o�Q m MAP OF SUR VEY ORIGINAL R.D.W. AS / \� PER DEED - NOW 0OF LANDS OFw A TOWN HIGHWAY TM POLES Lee Ann a A. Dresser William L. Sprague M • FOUND IRON MARKER TOWN OF EENSB RY WAR REN EN COUNTY, NEW YOR W K O SET IRON ROD WITH CAP - � U , ca, UTILITY POLE ,�� OF F GALE.• 1 = 20' DATE: AUGUST 14, 2006 —E— POWER LINE J. UPDATED AUGUST 25, 2008 TO CHANGE WIDTH --cx—STONE WALL OG 0 OF PAVEMENT ON BIG BAY ROAD. —x—x-FENCE UPDA 7ED SEPT. 14, 2010 TO LOCA 7E- HOUSE & DRIVE. r = UPDATED DUNE, 24, 2013 TO SHOW NAME CHANGE ONLY COPIES FROM 7HE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF 7HE LAND SURVEYOR'S A ' * • EMBOSSED SEAL OR INKED STAMP SHALL BE CONSIDERED TO BE VALID TRUE COPIES F� �y0 W. J. ROURKE, ASSOCIA TES �'�ND s�pJ Licensed Land Surveyors • Unauthorized Alteration to this map is a 299 Reservoir Road 08-118 violation of Section 7209, Subdivision 2 Fort Edward, N. Y. 12828 of the Nety York State Education Law. WLLIAM J. ROURKE, LICENSED LAND SURVEYOR NO. 49098 JOB NO. Queensbury Building & Code Enforcement - Residential Final Inspection ti c(:). Office No. (518)761-8256 Arrive: am/pm Depart .4 am/pm Date Inspection request received: Inspector's Initials: NAME: \r PER #: 37 LOCATION: 5 r3 ‘L a it oak".. DATE:MIT .- Z> 1 3 TYPE OF STRUCTURE: 1 F p Comments: Yes/No N/A 4" Building Number Address visible from road �/l Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Vi Roof Complete/Exterior Finish Complete Platform at all exterior doors I 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 C 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 %7( 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade *Interior privacy I trim/doors/main entrance 36 inches o --} VP-Dot • ViJoV. vJ COI- Bathroom/Kitchen watertight LTCA Safety glazing/Window in stairwells safety glazing L✓ 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 --�b—� �3° Crawl Spaces 18 inch x 24 inch access,1 sq.ft:150 sq.ft.vents :► q/ .5<e-r-41 Bathroom Fans,if no window 42. �� Plumbing fixtures VAN c.t-k, \\ \1RLJE �/ Foundation insulation to floor/Sticker on Panel .0 Duct work sealed properly/Blower Door Test Certification ✓ 1=yl ., L( 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 IA"Gypsum ,/� Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/' hour fire door/door closer 4 E T N1 V 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 Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] e, L:1Buiiding&Codes FormslBuilding&Codes\Inspection FomissResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Queensbury Building & Code Enforcement - Residential F. - spection Office No. (518)761-8256 Arrive: �\'T ._-• •-part: X. °- m/ Date Inspection request received: Inspector's Initials: i, NAME: Cn ICs C ?-4A \ P:�IT#: ---3 Z�? LOCATION: LA- PA-, Pi cp ./7 E: Co-7� -i-3 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 ' V 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 / CVu' R. ► Guard at deck,porches 36 inches or more ./ TT�5 ��Handrail Termination at Newell Post or Wall C K>1\ i 7 © Interior/Exterior Railings 34 inches to 38 inches ,/ Z --\ Vper, \"1 �tT Deck Bracing/Handicapped Ramp Compliant _ Grade away from foundation 6 inches with 10 feet VA/� _ 6 inch clearance to sill plate ✓/ CO (\\E \---„\f Gas Valve shut-off exposed/regulator 18 inches above grade ✓ !J,E....7� ` \ 4t \ Interior privacy Jtrim/doors/main entrance 36 inches ✓/ TR� �� Bathroom/Kitchen watertight i Safety glazing/W' s in stairwells safety glazing CA._— r ����b�� C-Nc Interior Smoke 0-i:. •rs/Carbon Monoxide J rectors /� Every level: Every _ Outside every bedroom aid: roc _ // / \/ .J V.-F D Tb �i tA t 3 Inter Connected: " Battery backup: ✓✓✓ ��'" �'���17"��\-�\K) Attic access 30 inches x 22 inches x 30 inches(height)in accessible areaU` Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window lNIIN 1\tlu- 17)0 c Plumbing fixtures Foundation insulation Wimp'/Sticker on Panel ZV 4\ , \ 5 1(Nk-k--- (" Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. /J- \T Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site / ST f) t�V - i p 03 C- Oil Furnace shut-off at entrance to furnace area �/ Furnace/Hot Water Heater operating / p&.`1F 9-__ Q C-v.-1 ` Low water shut-off boiler f ✓ Relief Valve(s)installed/Heat Trap/Water Temp 110 ✓ Enclosed Stairs Sheetrock Underside minimum'A"Gypsum r Basement stairs closed rise>4 inches Garage Floor Pitched • / / Garage fireproofing 1' hour fire door/door closer /J 1=T H\ tJ 6E Lj DO F1{k Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% 1 QDUV Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles °/ / uSM 1'T F 14,3 RX_ 5 J Flex Gas Pipe Bonding VPJ� As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required .:{/ Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Fonns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 rAi US / ' � T/ � Queensbury uil ing & ode nforcement - Residential Final - pection Office No. (518) 761-8256 Arrive: = a - ► -rt: m Date Inspection uest received: �1 iElnspector's Initi- . 'A NAME: .-( ti MIT#: LOCATION: /� Pe) %ATE: -� TYPE OF STRUCTURE: sr Comments: NQ N/A 4" Building Number Address visible from road ireo/ Chimney Height/"B"Vent/Direct Vent Location �� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors _ v 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/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/Insulation Certification Floor truss,draft sto w in• 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door doser Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker / V\ \ Ll_ Ya& Site Plan /Variance required �'I �---�s� Flood Plain Certification,if required 1T \L\___--1-aLA Okay to issue C I C or C/0[Temporary/Permanent] U— L:\Building&Codes Forms\Building&Codes\inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 �� F �L COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 'ermit No.j,LO.... �a...Cert. No 10112 Cut-in Card No. )wner , K'ti /k'& ,ocation Si /3�' ( 6')/'t.rI nstapof ation Consisting rLf f CC A's / 1-4/6-67 nstalled By •1 r PAY Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is :ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of mak. g irtwections at any time, and if its ules are violated,the Company shall have the right to re ke thi urttifaca . )ate INSPECTOR.. _ Member N.F.P.A.,I.A.E.I. \D Gc© -\\-\ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r u iv Queensbury Building &Code Enforcement Arrive: art: A-T4giatn 742 Bay Road, Queensbury, NY 12804 Inspector's nitial • NAME: k I tip_ E PE IT #: C)5, -'7 - LOCATION: P‘c ?, Ru D INSPECT ON: I c)-1 -cc TYPE OF STRUCTURE: Y N N/A J Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %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. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping ` 'r/Head <��"�" �` 5 ' / 0 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check CcZ,IN i 5/ Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 11 = 1noU Rough Plumbing / Insulation Inspection Report A Office No. (518) 761-8256 Date Inspection request ed: Queensbury Building & Code Enforcement Arrive: \ ''ti a e : 1;3 arr � 742 Bay Road, Queensbury, NY 12804 Inspector's InitialsL.-- r NAME: PERMIT#: LOCATION: LA 9?1 c ,A. ?y INSPECT ON: a►-- —OR, TYPE OF STRUCTURE: Y N N!A J Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check 1-) Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Y Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing l Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r- •u- F-' - _. Queensbury Building & Code Enforcement Arrive: A--U , • ► - • rt: m/‘ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: t PERMIT #: LOCATION: y cc?, e.V,) INSPECT ON: 3h --ct TYPE OF STRUCTURE: Y N N/AJ Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % 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. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation I Residential Check 1 Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly 1 No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation inspection Report Office No. (518) 761-8256 Date Inspection r,• - - *-ived: Queensbury Building &Code Enforcement Arrive: , -jr, • , ! . .art: V2�) arr/j � 742 Bay Road, Queensbury, NY 12804 Inspector's In t - .w if NAME: k►uEkE PE-FIT #: o�-52-, LOCATION: y b,L., G pci WO INSPECT ON: 9-i3-el TYPE OF STRUCTURE: v- , : . . .;.---- i N /N/A I :. .. , ` =it Plates ‘ V —' vF�� -CD g v - T -nts in Place )?_\ .k 1 %inch minimum Drain Size ,// Washing Machine Drain 2 inch minimum ✓/ CL--ox �� ,,5 Cleanout every 100 feet I change of direction Pressure Test D -• /Vent ogir e..: t V/ or 10 ft. above highest connection for 15 minutes V✓/ -r• Test / Water Supply Piping Air/Head ,/ 50 P.S.1 for 15 minutes ,/ Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape co, ____, , ,_. COMMENTS: VvAtkvel.„4 KZW..‘,, C ' - '%1E- ' - 3) _.-------___ _ .._ __ r. V.0?-e- V--tWN4E- WV-- \k "‘I'? ` s4N- ---- 'c-;c am- \i.> "�L-7\- Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 �''�AT��►e. Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection req c.4- •: Queensbury Building &Code Enforcement Arrive: Z�30 a ;�; iA:�-part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials 'i NAME: gliacLVAL R Z MIT#: p43—� 3 LOCATION: 4 t3►( c3 rvi Q,p SPECT ON: TYPE OF STRUCTURE: Y N N/A — COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging % MA? �"�� 5 (3 p- E- O n Joist hangers Jack Posts/Main Beams ICJ e- L.� Vo ..\\ 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 ,4(w) 16 gauge (8) 16D nags 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 separation 1, 2, 3 hour Fire wall 2, 3, 4 hour 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 L:1Buiiding&Codes Fortes-OLD\Budding&CodesUnspection FonneFranring F'wwbpping inspo ion Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I H• , : • : :: /i Queensbury Building&Code Enforcement Arrive: , i►, • -rt: •B1, a 742 Bay Road, Queensbury, NY 12804 inspector's NAME: E � 1 rJ �. 'ERMIT#: LOCATION: L-1 Y 1 G `j R D INSPECT ON: 1tr -1E- -bet TYPE OF STRUCTURE: Y N NSA COMM NTS: Framing Attic Access 22"x 30" minimum Jack Studs/Headers 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 I Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 6(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. K 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 L:1Building&Codes Fortes-OL.01Buiidirg&Code&Jnspection FormssFcaming Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ . -- ed: Queensbury Building & Code Enforcement Arrive: -Z 0 a ;1 .rt: �a 742 Bay Road, Queensbury, NY 12804 Inspector's Initi.,ice P- MIT #: -37,3 LOCATION: INSPECT ON: \o TYPE OF STRUCTURE: '*\ Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place ''r 1 '/ inch minimum Drain Size c» Y Washing Machine Drain 2 inch minimen Cleanout every 100 feet/change of directio Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes *Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 ivk Framing ! Firestopping Inspection Report 4 Office No. (518)761-8256 Date Inspection request received: l I i-4° Queensbury Building &Code Enforcement Arrive: am/pm De rt: I f '�. am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 4 • 7' NAME: ,, t, lLV`(.t r. PERMIT#: LOCATION: C) f(( e INSPECT ON: i TYPE OF STRUCTURE: J `� 121ci c( Y N I N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers �. A Bracing/Bridging j� ( lr Joist hangers --- Jack Posts/Main Beams . L C) Exterior sheeting nailed properly 12'O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more _ Exterior Deck Bracing 5-A-" 7PiX /AI 11 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 14(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 417 Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side¶4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms / 24 in. (H) V 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buiiding&Codes Forms-OLD\Buiiding&Codeanspection Forms\Framing Firestopping Inspection Report.dwoc Revised January 7,2008 ?j --/0 /14,,,a7 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins•- «'on - •u= - -or Queensbury Building&Code Enforcement Arrive: • ' 0. /s'"part: Z - • r . - 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. � NAME: I Iv ram( -ERMIT#: ��3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers 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 '/(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses An Bolts 6 ft. or less on center Ice and waters 'eld 24 inches from wall Ice se ' 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 L:1Building&Codes Forms-OLDIBuilding&Codesllnspection Forms Framing Firestopping Inspection Report.doc Revised January 7,2008 Asm I ! Septic Inspection Rep. Office No. (518) 761-8256 Date Ins coon r4t: Queensbury Building &Code Enforcement Arrive: A am =zj rr� i 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ ( NAME: c •.MIT NO.. i LOCATION: c SPECT ON: c/ 7 °-�-- ' '- RECHECK: 0111 Comments and/or diagram Soil Type::0:J l oa • Clay Type of Water:_ ___•__ ell Water Water •aration distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench �. Depth of trenches �ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 1--1« tip Tank to Distribution Box `` Distribution Box to Field / Pit �` G Opening Sealed: _ _N End Cap _ ^_N Inlet/Outlet Pipes&Baffles _ N Location/ Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan Y— N Engineer Report and As-Built Y_ N Location of System o •roperty: Front Rear eft Side Right Si• Middle Front Middle Rear - se . ,s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc 1,fitt/ - j 4- D 13vT FivrtY'!foi1 � _ , 190,ILGI\ , __—____^ . 910'11e) f ,, pon_ckL____--------L-4 f , G� .0._ ,, ,, _ i 5/it W4-ek ( A © / 6� 6 AB C Transmissions AUTOMATIC & STANDARD Foreign ' Domestic A Wheel Dave • Clutch Repair/ 518-793-9494 1564 Route 9 Fort Edward, NY 12828 — i_ rid C-- \ Foundation Inspection Report (\i' oRiA Office No.(518)761-8256 Date Ins do iv Queensbury Building&Code Enforcement Arrive: \ m epart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: 7 T#: LOCATION: &bet �� SPECT ON:TYPE OF STRUC• Comments Y N N/A Footings 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM c_itA6,0 ‘ Y-'-- /6 a_ft. . Foundation Inspection Report Office No.(518)761-8256 Date Ins tion est recei c)-� Queensbury Building&Code Enforcement Arrive: part: _ a 742 Bay Rd.,Queensbury,NY 12804 Inspector's iti • NAME: .�" t ` - (rO C,M`r Cie--3, 3 E T#: LOCATION: 5 i 6 PECT ON: • a p TYPE OF STRUCTURE: - ' 4" 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 I, enforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing GG Footing Drain Daylight or Sump \AD<%Y Footing Drain Stone: ,- , 12 inch width /:/1 . 6 inches above footing • •.' for wet areas under slab :ackfil ,rov. 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 aDVAc Foundation Inspection Report Office No.(518)761-8256 Date Ins. tion -. -: r .-i .Queensbury Building&Code Enforcement Arrive. • �, , : pm #001F- Depart:7D_ pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's'nil:, v2 NAME: 11. . m 'ERMIT#: D ( Z, LOCATION: • .` t a 11111MZAt INSPECT ON: Z —b to 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 \\us‘,.,k_ __ _ :1 \(//I/Reinforcement in Place C> 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 Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 3 r Bar0 Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ: iv '. Queensbury Building&Code Enforcement Arrive: 'L.4 c: 0,01 Depart: 'Y/,�'{) 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials a'✓ NAME: P� (�1 �1 1`l +J EI�E PE f #: 09 33 LOCATION: 01 G c 3 Fi `� R O P -) INST ON: C6 — "Z.?)—G TYPE OF STRUCTURE: Comments N N/A t Footings \\.0ab Piers —j ` Monolithic Slab �j 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM g. tf s. kJ ,4-070 ZONING § 179-5-080 E SETBACKS FOR WA TERFRONT LOTS (SEE WATERFRONT RES/OENTTAL ZONES SECTIONS 17B_4-030) k 1 f FRONT YARD AT ROAD = 30'SETBACK ,,m • k r --i r _ .- r - -I - - � I I I I I _l 1 I f I I 1 I I I I . 1 I I I at_ — J `F is fr.L — J5 Ft to'EL_ _. J 20 Ft 25 FT. L J n Fz SHOREUNE SETBACK FOR WR-I A.75' FOR WTI-3A OR AVERAGE SETBACK OF THE TWO ADJACENT HOUSES. WHICHEVER IS GREATER. LOT MTN 0-50• >50' 60' >50'AND 450' 150'AND GREATER 1 I 1 • . DIAGRAM arscauars ASSPE-C TED IV 77/SOMMEP FOR 11647ER:RAVTLOTS /THE °.�...c.ww°af.r TORN a oY Wiest.w Manchester Rd PO 9..3479 h en :'-a0 ZONING ORDINANCE FIG. 2 COMP ES "'"`'"'01 rict Officer jp 5 TOWN OF QUEENSBURY do. +.07 Rw.t.9,awg+ arm v.a.NY +092 e...� MO Sr-w79 FIGURE 2 7/19/0I En9" .s/Sp crew.Prue*bur poi.e+na En.varwonta ScIIntbsts "0 "nit ` +�a Q170. EFN99IAY WARREN COUNTY.NEW c 179-4-080. Minimum water frontage. to minimum lot water frontage measured along a shoreline as it winds and turns for each c-family residential structure shall be 75 feet in UR, SR-15, SFR-10, RC-15 and NC-10 Ines; 80 feet in the PO and MR-5 Zones; 100 feet in the SR-20, SFR-20 and MU Zones; 150 17953 8-26-2002 s Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Develvment Project for: BP 2008 - -3 Applicant Name: 'D'-- `-1 T, -1-- --- Zonin o Administrator 'L . r �[T7.T-- Tax Map No. ? ICo. t 7-1 3 A•plication Lot #_ House # 0 t' t� UL 2 2008 Ybad, str et Lot Size: Ot P-SA-6 lill 4 Z:ning Administrator Mobile Home Park: 61111! OWN OF QUEENSBURY Business Plaza: Planned Unit Dev. Subdivision: Phase/Section Effective Year Zoning Designation Zoning Ordinance Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,B Subsequent to Development of lots within subdivisions subsequent to July 10, 1967 July 10, 1967 shall use the setback requirements in place at the time of the approval of the subdivision. 1967 1982, June 11 1 8,September 19 orner lot rule Prior to Nov.23, 1992 approved subdivisions * (see note on back of form) 2002, April 9 �,,J iQ--t�- Road Name Setbacks Existing Required U Pro osed Difference Front 1 30 crt- Front 2 t- 3? Side 2 Side 1 k i c a l ---' �— Rear 1 Rear 2 — Shoreline Travel Cooridor : • Overlay Zone Buffer 1 Yes No meets depth,width, &square footage requirements preexisting, nonconforming lot with proper setbacks required frontage on public road has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height (Max. ft.) Is lot in a Flood Zone? Floor Area Ratio worksheet required? Zone: WR-1 A Town of Queensbury Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development a 0 VI a) -F- 0 Z *Corner Lot Information for Subdivisions Approved Prior to November 23, 1992 Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted until November 23,1992. Therefore,prior to November 23, 1992 parcels within approved subdivisions have one (1) front yard,two (2) side yards,and one (1) rear yard setback. Review Type File No. Action Resolution Date Zoning Board of Appeals Planning Board Town Board Check List Yes No Recreation Fee Paid Engineering Fee Paid Site Plan Maps on File Subdivision Mylar Signed and Filed with County Application appears to conform to the requirements of Section(s) of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other R w b Staff ' Dat 7-Notes Town of Queensbury -t le.(11 REScheck Software Version 4.1.4 Compliance Certificate Project Title: BIG BAY ROAD SINGLE FAMILY DWELLING Report Date:07/10/08 Data filename:Untitled.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 6% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: BIG BAY ROAD FRANK KINEKE FRANK KINEKE TAX MAP#316.17-1-34 PRO-CRAFT INC. PRO-CRAFT INC. QUEENSBURY,NY 12804 4 BIG BAY ROAD 4 BIG BAY ROAD Permit#08-323 QUEENSBURY,NY 12804 QUEENSBURY,NY 12804 Permit Date:7/10/08 518-798-3958 518-798-3958 Compliance:Passes Compliance:30.7%Better Than Code Maximum UA:411 Your UA:285 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 800 38.0 0.0 24 Wall 1:Wood Frame,16"o.c. 1080 19.0 0.0 65 Wall 2:Wood Frame,16"o.c. 1125 19.0 0.0 56 Window 1:Vinyl Frame:Double Pane with Low-E 132 0.400 53 Door 1:Solid 56 0.160 9 Basement Wail 1:Solid Concrete or Masonry 968 11.0 0.0 58 Wall height:8.0' Depth below grade:7.5' Insulation depth:8.0' Floor 1:All-Wood Joist/rruss:Over Outside Air 432 19.0 0.0 20 Furnace 1:Forced Hot Air 90 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. ineriair '6169t-"&j,,c..., 7141. 4.4cz__ Project Title:BIG BAY ROAD SINGLE FAMILY DWELLING Data filename: Untitled.rck Report date:07/10/08 Page 1 of 4 CiREScheck Software Version 4.1.4 Inspection Checklist Date:07/10/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/7.5'bg/8.0'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.400 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.160 Comments: Floors: (:1 Floor 1:All-Wood Joist/Truss:Over Outside Air,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.90 AFUE or higher Make and Model Number. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5°clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title:BIG BAY ROAD SINGLE FAMILY DWELLING Report date:07/10/08 Data filename: Untitied.rck Page 2 of 4 ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-6. ❑ Supply ducts in unconditioned spaces are insulated to at least R-11. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title:BIG BAY ROAD SINGLE FAMILY DWELLING Report date:07/10/08 Data filename: Untitled.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes ' Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title:BIG BAY ROAD SINGLE FAMILY DWELLING Report date:07/10/08 Page 4 of 4 Data filename: Untitled.rck sz. • Of--...-- Z3 . i /71‘1:4 , lc IT'' a 36 'o o. 1 ire v �� nOQ 1 `I��C• Y 1 I Ii ry -� 1 G�._to 2t1 y 9 c0 40 I4,C fpo / Rc�trr 1 _ I o r£ M EY \' ^; 4 r- , t-L' 1 i r / 2