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2010-518 glak TOWN OFQ UEENSBURY Fr0742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100518 Date Issued: Friday, July 01, 2011 This is to certify that work requested to be done as shown by Permit Number P20100518 has been completed. Location: 32 RUSSELL HARRIS Rd Tax Map Number: 523400-239-008-0001-004-000-0000 Owner: JOHN & SANDRA LAMBRECHTS Applicant: JOHN & SANDRA LAMBRECHTS This structure may be occupied as a: Fireplace By Order of Town Board Residential Addition TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the '' %/ '� Z°property owner of the responsibility for compliance with Site Plan, /„)"'; >v 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 Fi(Fs 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100518 Application Number. A20100518 Tax Map No: 523400-239-008-0001-004-000-0000 Permission is hereby granted to: JOHN& SANDRA LAMBRECHTS For property located at: 32 RUSSELL HARRIS Rd 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: JOHN& SANDRA LAMBRECHTS 35 POND VIEW Rd Fireplace HOLLISTON,MA 01746-0000 Residential Addition $240,000.00 Total Value $240,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans&Specifications 2010-518 764 sq ft residential addition& 1 fireplace $91.68 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,November 15,2011 (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 da .) Dated at the To of eens / ., �ay,November 15,2010 SIGNED BY J for the Town of Queensbury. Director of Building&Code Enforcement `''"''c` - �/ /, OFFICE USE ONLY 7\-E-0-{E--11--W-fa TAX MA NO. PERMIT NO. Li i ) / OCT 2 d 20.;,,. r_.,._*_,_ 10 i FEE. : PERMIT RECREATION ENGINEERING - (If applicable) TOWN OF QUEENSBU Y -- -BUIt{314da&GODES 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: W� Wtt_I-VA n Cor OWNER: Jat-,4.q-��4.4>y 1-441"VggC.tfT -t?o ,"jdr,c ZM I ADDRESS: C'i JE t. , NY t2gZO ADDRESS: �Z {�xz ELL}; WW-V-3--RD. PHONE NOS. (QC,=,-- 79 , ici t- Z t-- PHONE NOS. to-(.._c1.315 ,-abe l-1-118 CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:VIAY wti-uA HONE: 7c:11-z.1- icy LOCATION OF PROPERTY: 32. �..A. Et_1_. H-A-v4Zt- -RD HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? RYES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: N.Leoz-v ,wc,E. FI—At PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR Z O 0 IY ix Cd o PROJECT O cr) C'1 I— LLI w I-L CL LL. 2 < (� U Z < < i— c N � OL~L 1- u_ Q- Io2S SINGLE FAMILY 7(04-} TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) 1111 TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: fil ESTIMATED CONSTRUCTION COST: 7-'¢d/ aU FUEL TYPE: F 6 7J� UCAT TVAC. •1s *LI!'\1 A/ AAAAI\/ i-11-11-.mi A/�r'/n\. I A kin / P\[]\A/nem-No B 3-LGL 11-05 • Y l: • ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? Mp ARE THERE EASEMENTS ON PROPERTY? No 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 an. agree • 'he above. Sig -d /' i' 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) r 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 Application: zoning Laws of the Town of Queensbury. BUILDING & CODES APPRO AL ZONING APPROVAL IL VZ\ J DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL Office Use Only codes a(�queensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.queensbury.net OFFICE USE ONLY �J TAX MAP NO. PERMIT NO. : /+ PERMIT FEE _ OCT4). 101 U 1.0 APPROVALS: ZONING TOWN CLERK TOWN OF QUEENSBURY BUILDING & CODES; 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. 1 OWNER: .,NoH 4 ..546447( LINAITiZ.EC_.{FFJINSTALLER: CADTAVTe—tAC—.Tl$t. ADDRESS: 3Zax,..DeI•i► t'J 1 • ADDRESS: `,11c CL`C£, .b . } Ep"'"Le.' PHONE NOS. — 'I3 I'� PHONE NOS. 6:7---C.0- 5-79 LOCATION OF INSTALLATION: 5Z 7-4A,--rJE1-1.- A-jZ -%`7 RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? NA 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present 3 X 110 gallon per bedroom = W-50 INSTALLED? N.^ A. PARCEL INFORMATION: ✓ TOPOGRAPHY: Flat rolling / Steep slope %Slope ✓ SOIL NATURE: Sand Loam Clay Other ✓ GROUNDWATER: At what depth? > Cp ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? ✓ DOMESTIC WATER SUPLY: Municipal Well (If well: Water supply from any septic ✓t.pcKE ��_e...ste, system absorption is ft.) ✓ PERCOLATION TEST: Rate is -r minutes per inch [MPI] 4 t-7rrima4. ETiok (Test to be completed by a licensed professional engineer or architect.) 6=4T4-,41:714 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). TANK SIZE: 1000 GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ALTERNATIVE SYSTEM Bed or other type? — "� FtE%. '50-1 2tif AijE ct k 'Fetle_ 3Viritstftrwl.--)`Y- IE O HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 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 I.,i.....n ,.,;+k • ii'..., ...,.i Queensbury Building & Code Enforcement - Residential Final Inspection (_ 'Office No. (518) 761-8256 Arrive: !O am/RR Depart: am/pm Date Inspection request received: Inspectdr's Initials: `J NAME: t_, :13i? 7- PERMIT#: /0 /78 LOCATION: i(04#4Ve- t.4/I'1 /? DATE: gfrnI/I TYPE OF STRUCTURE: 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/Insulation Certification/Sticker on Panel 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 -�j Enclosed Stairs Sheetrock Underside minimum'/z"Gypsum Basement stairs closed 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 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 ,/ -C /3rR (- Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 Queensbury Building & Code Enforcement - Resid ntial Final Inspection Office No. (518) 761-8256 Arrive: 2 m/pmt i art: am/pm Date Inspection request received: Inspector's Initials: i NAME: 1 h1n,1`r3r (�te-f PERMIT#: 91 LOCATION: kv5 Fa- /l4YR2t5 g77 DATE: TYPE OF STRUCTURE: 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 I Interior Smoke Detectors/Carbon Monoxide Detectors ����, v Every level: Every Bedroom: Outside every bedroom area: 4 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/Sticker on Panel 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 / LL k1 !{ Enclosed Stairs Sheetrock Underside minimum /"Gypsum V l PSjit— Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3A hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker / 6C� � Site Plan /Variance required ✓ Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] 1, L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 - 9pHo'\ Septic Inspection Report received: 17--/37t/ Office No. (518) 761-8256 Date Inspection request r e Queensbury Building &Code Enforcement Arrive: am/pm part: am/pm 742 Bay Rd., Queensbury,//NY 12804 Inspector's Initials: NAME: QL4M PERMIT NO.: )0- SIX LOCATION: ? )-- Kuck i `f oNAS /` INSPECT ON: 9/G-7/11) RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/ - Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit 4r '+DO/A/C1 Opening Sealed: Y Nc A-ri©A..) End Cap Y N 1OTj 1 d '5.5.24•01r Inlet/Outlet Pipes&Baffles Y_N . Manholes 12"or less below grade _Y_N [provide extension collar if Yes] Y„�.N Location/ Separations Foundation to tank /ft.Foundation to absorptionSeparation of Pits Conforms as per Plot Plan Y Engineer Report and As-Built Y5cy/,,ttk, r ETU Maintenance Contract Y— N MI / ( i �.._- provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle R- r fD0•44-o 6! System Use Stat V Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: �'"�� am/pr Depart: am/pm Date Inspection request received: 7 d'e 1/ Inspector's Initials: NAME: _ r S rf PERMIT#: �-01 U ' /� LOCATION: "! . _ 17 ?l ' DATE: 07 �// t•" TYPE OF STRUCTURE: ',3 'i ,,, 1,t5vL Comments: lei Yesp o N/A _ 3 —1q 4" Building Number Address visible from road I ' ! Chimney Height/"B"Vent/Direct Vent Location /� ` �"+nit--, Lr)—_ Fresh Air Intake / 3 inch Plumbing Vent through roof minimum 18 inches J Roof Complete/Exterior Finishnt Locati / d #✓ Platform at all exterior doors Handrail 4 or more risers ✓ Guards at stairs,decks,patios more than 30 inches above grade ,/7 Guard at stairwell at 34 inches or more V Guard at deck,porches 36 inches or more ,/, Handrail Termination at Newell Post or Wall / Interior/Exterior Railings 34 inches to 38 inches V f Deck Bracing/Handicapped Ramp Compliant ‘to‘;' 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 1/ / Safety glazing/Window in stairwells safety glazing V ,/ Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: 1 `-r '/UT Aa P4 Outside every bedroom area: Inter Connected: Battery backup: / ("‘c. , 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 / J Plumbing fixtures J / Foundation insulation/Insulation Certification/Sticker on Panel f i' Floor truss,draft stopping finished basement 1,000 sq.ft. •f 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 voi Furnace/Hot Water Heater operating Low water shut-off boiler47; Relief Valve(s)installed I Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/Z"Gypsum f/N•f T �4 L 4 '$4;'- f..6. i 1?'- f, Basement stairs closed rise>4 inches ✓� L.". Garage Floor Pitched Garage fireproofing 1%hour fire door/door closer / ./ Duct work Sealed properly Gas Logs in Sealedi;Glass Enclosure Final Electrical -� 's` (1 - A.--ti.. • 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 V '? ' g R r.J ',"- ,C" Flood Plain Certification,if required / Okay to issue C/C or C I 0[Temporary/Permanent] ! l�`►R e-' Ivt,4p L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 Rough PlumbingI Insu ationjnSpection Report Office No. (518) 761-8256 Date Ins. :«I•_ request received: Queensbury Building &Code Enforcement Arrive: ' 1 am/p art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: c- NAME: �f� � PERMIT#: /9-57S'• LOCATION: ��. osse Marr `5 INSPECT ON: 26- TYPE TYPE OF STRUCTURE: Y N N/A "oug ''r"• ' =1i Plates I •I ents 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 P.S.I fo 15 minutes Insulation/R idential Check/Commercial Check qwelLocialMilar Exterior Sealant 6/' 4 ,/ 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 Report.revlsed Nov 17 2003,revised February 15,2005,revised January 7,2008 Rough Plumbing I Insulation In pec o Re ort Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p a : am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: _ red3 PERMIT#: LOCATION: d: %:01, ri. i=' '!'=;►-- .i•' d INSPECT ON: �- (LS54 1' ( S cf TYPE OF STRUCTURE: Y / N N/A J Rough Plumbing/Nail Plates J Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet 1 change of direction Pressure Test Drain 1 Vent Air/Head -'°' ( -/t 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 Proper Vent,Attic Vent • • • 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I = • ; . L request received: Queensbury Building&Code Enforcement Arrive: - m/ part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect• s Initials:rx ?; -- NAME: LfrtR ,I- R-PERMIT#: / .S/°' LOCATION: c‘-z-L- /�.4--0ej 3 A?,---) , INSPECT ON: 15Pi TYPE OF STRUCTURE: YN ISA COMMENTS: Framing Attic Access 22"x 30" minimum --fROVLD Pko-16:- /o4-) A Jack Studs/Headers Bracing/Bridging Lod 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 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 1 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 C) 0 Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf !rade L:\Building&Codes Forms-C)lA\suilding&CodesHnspec ion FonnsVFraming Firestopping inspection Repoitdoc Revised January 7,2008 /0 - /z / SJ2 — Framing / Firestopping Inspection Repor Office No. (518)761-8256 Date I • i.p.request received: /0 /L Queensbury Building &Code Enforcement Arrive: l am/per part: am/pm 742 Bay Road, Queensbury, NY 12804 Ins. = r or's Initials: NAME: (ZI-IJr6 ,� PERMIT#:y LOCATION: Q% r INSPECT ON: 1.2- Cs TYPE OF STRUCTURE: Y M COMMENTS: 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/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'r4(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses « - • 6 ft. or less on center Ice and water field 24 inches from wall - • 'on 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:\Building&Codes Forms-OLDeuiiding&CodesUnspecxion FormssFraming Fpig Inspection Report.doc Revised January 7,2008 MAP REFERENCE: 1) MAP ENTITLED: "MAP OF A SURVEY MADE FOR JOHN S. LAMBRECHTS & SANDRA K. LAMBRECHTS" DATED NOVEMBER 2, 2005, AND LAST REVISED JANUARY 12, 2006, AS PREPARED BY BOLSTER AND ASSOCIATES, PROFESSIONAL LAND SURVEYORS, LEGEND: 348 ---- DENOTES EXISTING TOPOGRAPHIC CONTOUR I.P.F. DENOTES IRON PIPE FOUND N/F DENOTES NOW OR FORMERLY O. H. U. L. DENOTES OVERHEAD UTILITY LINES U. P. DENOTES UTILITY POLE F. F. DENOTES FINSHED FLOOR RET. DENOTES RETAINING I. R. F. DENOTES IRON ROD FOUND ELEV. DENOTES ELEVATION OMMON'DENOTES INFILTRATOR TRENCH OUTLINE OF AREA OF PROPOSED SECOND STORY ADDITION INCLUDING A THIRD BEDROOM APPROXIMATE ADDITION OF 692 SF PROPOSED BUILDING HEIGHT OF 26'-3" (MAX.) NATIVE GRADE TO RIDGELINE PROPOSED RIDGELINE HEIGHT — F.F. + 23'-5" TOTAL HEIGHT 26'-3" LOWEST ADJACENT GRADE (F. F. — S) WHILE NO SITE GRADING IS REQUIRED, IT IS SUGGESTED TO USE SILT FENCING DOWN—GRADIENT OF SITE DISTURBANCE ACTIVITY TO CONTROL EROSION AND TO LIMIT THE EXTENT OF SITE DISTURBANCE SUPPLEMENT EXISTING BERMS WITH ADDITIONAL AREAS FOR PLANTING OF 'APPROVED' NATIVE SPECIES. REFER TO LIST OF APPROVED 'SHRUB' AND 'HERBACEOUS PERNNIALS/GROUNDCOVERED (THIS SHEET) E A EE GEORGE HARRIS BA Y EXISTING SHORELINE IMPROVEMENTS AS PER SITE PLAN APPROVAL PROJECT SP8-09 NO2 36'00 "W 60.23' (TIE LINE) EXISTING PLANTING BERMS J I. WATER SUPPLY C FROM LAKE GEORGE ` 0 J Q cOOCKfO 4'x16' AREA, i 1 / i SITE STATISTICS ZONING DISTRICT PARCEL SIZE SETBACKS (MIN.) FRONT SIDE REAR SHORELINE BUILDING HEIGHT (MAX.) FLOOR AREA RA T/O PERMEABLE AREA (MIN.) EXISTING FINISH HOUSEHOUSE GRADE WATERFRONT RESIDENTIAL 0.28 A CRE ( 12,19 7 SF f) 30' 20' (60'+ lot width) 30' 50' 28' 229 757 3'-4' DIA. COBBLES FINISH GRADE NOT TO SCALE INFILTRATION TRENCH AT SELECT 'DRIP EDGE' LOCATIONS FLOW AREA RATIO COMPUTATION Parcel Area oovvvvvvv �I�lll- 11=11k I III—III E 11-1 v ovvvv vv sq. ft, see above definition] TRENCH t2' MIN. INFILTRATION TRENCH � ^vvvvvv avvvo sq. ft. vvvvvv r _ —III—I avvvvv• v v v v v v APPROVED DRAINAGE —IIr F a v v v v v l ^ FILL MATERIAL - #2 STONE 111-11 It- FILTER FABRIC Q3O.H.0 � ____-2,683 AMOCO 4545 OR EQUAL NOT TO SCALE INFILTRATION TRENCH AT SELECT 'DRIP EDGE' LOCATIONS FLOW AREA RATIO COMPUTATION Parcel Area 12-197 sq. ft. LL_V_:V:__v__VJV_1_V_1VV_11_ I DRIP -EDGE- E 11-1 INFILTRATION sq. ft, see above definition] TRENCH t2' MIN. INFILTRATION TRENCH NOT TO SCALE INFILTRATION TRENCH AT SELECT 'DRIP EDGE' LOCATIONS FLOW AREA RATIO COMPUTATION Parcel Area 12-197 sq. ft. Tn V1 PU1P TAN I ® INFILTRATOR TRENCH Existing Floor Area 1,819 sq. ft, see above definition] AS PER DETAIL I RICHARD A. GORMAN Proposed Additional Floor Area 692 sq. ft. r`'I � x 24' 1 3T i Proposed Total Floor Area 2,511 sq. ft. I z Total Allowable Floor Area Area x 0.22) see above table Q3O.H.0 � ____-2,683 —7VI PLANTING LIST THIS PLAN SUGGESTS SUPPLEMENTAL PLANTING ALONG THE EXISTING SHORELINE PLANTING BERM. THE ADDITIONAL PLANTING, IN THE APPROXIMATE LOCATIONS AS INDICATED, SHALL CONSIST OF NATIVE SPECIES SHRUBS AND HERBACEOUS GROUNDCOVER/PERENNIALS. RERER TO LAKE GEORGE FACT SHEET 47 AND 48, PREPARED BY THE OFFICE OF THE LAKE GEORGE WATERKEEPER, FOR A LISTING OF POTENTIAL SUITABLE PLANTS TO BE SELECTED BY THE OWNER IN COORDINATION WITH RECOMMENDATIONS OF THE LANDSCAPE CONTRACTOR. EXAMPLES OF THE POTENTIAL PLANTINGS ARE AS FOLLOWS: SHRUBS: AMERICAN RED RASPBERRY LOWBUSH BLUEBERRY HERBACEOUS GROUNDCOVER/PERENNIALS: WILD COLUMBINE WINTERGREEN PARTRIDGEBERRY SELECTIONS FROM THE APPROVED PLANT LIST SHALL BE BASED ON SUN AND SOIL CONDITIONS AND THE OWNER'S PREFERENCES. ek-,"w NO NG 2 BfpROaM SUPPLEMENT' AREA EXISTING BERMS WITH ADDITIONSAL AREAS FOR I.P.F. 5176"1 2"W 1. P. 1. P. Fi. PLANTING OF t/ / c0 J BENCHMARK: x LOW GROWTH f`ED ti D NAIL /N TREE y o- NATIVE SPECIES ELEV. - 4$0.14 'X/SnNc 6' DIA. 24" DRYWELL INFILTRATOR TRENCH NOTE. NO DRILLED WELLS HAVE BEEN LOCATED WITHIN 150 FT. OF THE PROPOSED WASTEWATER SYSTEM. ADJACENT SHORELINE LOTS USE LAKE GEORGE FOR THEIR WATER SUPPLY. EASTERLY LOT (BETTE) IS 21± ACRES AND UNDEVELOPED. © 2010 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP /S A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. PAVER BLOCK PATIO I.P.F. 0 ENHANCE EXISTING Q Y) Tn V1 PU1P TAN I ® INFILTRATOR TRENCH LANDS N/F OF IPF AS PER DETAIL I RICHARD A. GORMAN (THIS SHEET) 3 r`'I � x 24' 1 3T i BOOK 829 OF DEEDS AT PAGE 39 z I z EXISTING �Z� i O.H.U.L. — - i - Q3O.H.0 � H. —7VI --- i sow O. EXISTING -�'- U.P. HOUSE b ADDITIONAL A C/ �, ES I CRUSHED BED AREA I. ' WOOD TSPS STONE DRIVE QUALIFYING m EXISTING O.N.U. ' I GARAGE -� '32"E ]'$ �I.R.F �'--- 0 N75 4 �� ; I.P.F.+ - 195.02' I.P.F. i _ {n 0 �7/ / U P. C, O PURAFLO 10' PROPERTY °� a —�_ �I�1 %' HNPE --�—� / if '. M ODULE(TYP.) LINE SETBACK ek-,"w NO NG 2 BfpROaM SUPPLEMENT' AREA EXISTING BERMS WITH ADDITIONSAL AREAS FOR I.P.F. 5176"1 2"W 1. P. 1. P. Fi. PLANTING OF t/ / c0 J BENCHMARK: x LOW GROWTH f`ED ti D NAIL /N TREE y o- NATIVE SPECIES ELEV. - 4$0.14 'X/SnNc 6' DIA. 24" DRYWELL INFILTRATOR TRENCH NOTE. NO DRILLED WELLS HAVE BEEN LOCATED WITHIN 150 FT. OF THE PROPOSED WASTEWATER SYSTEM. ADJACENT SHORELINE LOTS USE LAKE GEORGE FOR THEIR WATER SUPPLY. EASTERLY LOT (BETTE) IS 21± ACRES AND UNDEVELOPED. © 2010 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP /S A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. PAVER BLOCK PATIO \LANDS N/F OF ORDER OF THE FRIARS MINOR PROVINCE OF THE MOST HOL Y NAME OF JESUS BOOK 496 OF DEEDS AT PAGE 102 EXISTING SINGLE STORY RESIDENCE WITH FOOTPRINT OF 931 SF PROPOSED SITE PLAN SCALE: 1 " = 20' STORMWATER MANAGEMENT: BASIS OF DESIGN THE. PROPOSED PROJECT DOES NOT RESUI T IN THE ADDITION OF ANY NEW IMPERVIOUS SURFACES. LOCAL RI'GI_ILATIONS SUGGEST AN EFFORT TO PROVIDE, SEORMWA ER MANAGEMENT FOR THE; I XIS I INU IMPERVIOUS AREAS T O E HF E X I T NI PRACTIC ABI E THE FOLLOWING L OWING COMPUTAIIONS PROVIDE A DESIGN BASIS FOR RFii'ROACE'IVL MANAGE{MEN I OF EXISTING SIORMWATER RUNOFF. EXISTING HOUSE: Roadside roof- 48'x8'- 384 sf x 1.5 gal "sf 576 gallons 2'x 2' _ 4 sf x 48' 192 cf x 0.4 76.8 x 7.5 -576 gallons Use a 2'x 2' infiltration trench - 48 If long Northside roof -- 23'x 8' - 42' x 8' = 184 - 96 280 sf x 15 g"sf 420 gal. 2 x2' =4sfx22' 88cfx04-35.2x75gsf 264gal I, se a 2' x 2' infiltration trench 35' long (extend trench along lakeside of house) Southside roof and ten'ace - 23' x 8' l2' x 8' = 280 sf x L.5 gsf 420 gal 20' x 12" - 240 sf x 1.5 grsf - 360 F -al 780 gal lase 2' x 1.75' int711ration trench 20' long across terrace with a piped connection to a shallow dry well 6' diameter x 24" depth (184 gallons + 602 gallons) '.dolt h. s - 3 - "- tde garage roof . 7 x 12 444 sf a l._ 5 g sf 666 gal 2'x2 7 4sfx37' = 148 c x0.4 57.2x7.5= 429 gal l -se a 2' x 3' infiltration trench 37' long "I have seen or observed, or believe I saw evidence of, ail objects such as houses, wells, trees, fences, etc., -shown on this document. I also represent that I have crsonally measured the distances set forth on the diagram." �4A SIGNATURE TE f�E�i� cl tli:.l T01Ib'f . t URY _,ES PURAFLO BIOFILTRATION MODULE 4'x7'x3O" 2 MODULES EXISTING ADD THIRD MODULE AT LOCATION INDICATED BED AREA FOR PURAFLO BIOFILTRATION UNITS ONE MODULE PER BEDROOM — THREE (3) TOTAL BED AREA TO BE 367 SF (MIN.) SITE LOCATION MAP SCALE: 1" = 2,000' Town of Queensbury Planning Board RESOLUTION APPROVING SITE PLAN 52-2010 JOHN ft SANDY LAMBRECHTS RESOLUTION NO.: 52-2010SP INTRODUCED BY: Chris Hunsinger WHO MOVED ITS ADOPTION SECONDED BY: Stephen Traver A site plan application has been made to the Queensbury Planning Board for the following: Applicant proposes a 692 sq. ft. second story addition to existing single story residence. Expansion of a non- conforming structure in a CEA requires Planning Board review and approval. The Planning Board provided a written recommendation to the ZBA on 8/2410; The ZBA approved the variance request on 8/25/10; and A public hearing was advertised and held on 9/28/10; and This application is supported with all documentation, public comment and application material in the file of record; MOTION TO APPROVE SITE PLAN NO. 52-2010 JOHN 8 SANDY LAMBRECHTS, Introduced by Chris Hunsinger whom moved for its adoption, seconded by Stephen Traver: In accordance with the resolution prepared by Staff. With the following: Item A, the Planning Board has determined that the proposal complies. Item B, it's a Type II SEQRA, Item C applies. Item F, waiver requests are granted for grading and lighting. a) Pursuant to relevant sections of the Town of Queensbury Zoning Code [Chapter 179-9-080]], the Planning Board has determined that this proposal complies with the requirements as stated in the Zoning Code; and b) Type II, no further SEQRA review is necessary; and C) Final approved plans, in compliance with the Site Plan, must be submitted to the Community Development Department before any furthcr review by the Zoning Administrator or Building and Codes personnel. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work. Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; and d) As -built plans to certify that the site plan is developed according to the approved plans to be provided prior to issuance of the certificate of occupancy; and e) If applicable, Item d to be combined with a letter of credit; and f) Waiver requests granted: grading, lighting plans g) The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff h) If curb cuts are being added or changed a driveway permit is required. A building permit wilt not be issued until the approved driveway permit has been provided to the Planning Office. i) It's approved with the following conditions: 1. That the applicant will add an infiltration trench, as shown on the plans, on the north side of the garage. 2. That the applicant will Tadd the stormwater management computations to the plans. 3. That the applicant will provide a Code compliant landscaping plan. 4. That the applicant will agree to no further use of fertilizers or pesticides on the lawn. Duly adopted this 28`" day of September, 2010, by the following vote: AYES: Mr. Traver, Mr. Sipp, Mr. Krebs, Mr. Schonewolf, Mr. Ford, Mr. Hunsinger NOES: Mr. Jackoski TOWN OF QUEENSBURY APPROVAL ZONING ADMINN/STRATOR DATE W �4 E♦ O 0 Z O W o �::c E-+ A 6 w w H co Z E♦ Z4Z > �) WW a E-4 `z a�� Q' v � J cNo Jew O E-♦ Q -4Z a M W a rxV l W = o N W Nto Z �"a q � W�� Q N N W Ids � li o Q >• : aZW = U A U) P Q w A o Dna 0 Z JHv H U) � Q LLp F" Z A � Z Z J hLl W • Z W z w 0�� O Z U) ° Ow Z >�Z O n2 4 Z 0 Z a" CON Wo)W W FZ Q Y) Tn V1 PU1P TAN I ® 1 I � W/ PUMP A75EMBL I TI I I EXISNG GARAGE n N / `�l 3 r`'I � x 24' 1 3T i z I z EXISTING �Z� 1 000 /`GAL. O W SEPTIC TANK ' W/ EF/FLLIEN'� IO A / :\ L A \ STONf BLOCK _� RETAINING �, WALL �`5 sow FLTER/'I ` O. { �1 b ADDITIONAL A C/ �, ES I CRUSHED BED AREA I. ' WOOD TSPS STONE DRIVE QUALIFYING A D WALKWA y .' BED AREA'.10 FOR PURAFLO —(,.n i BIOFILTRATION W I_..I��'LL JUJI---------f---1 ----- --- �'--- 0 m 0 204.70' i _ {n Y) C, O Q � °� a \LANDS N/F OF ORDER OF THE FRIARS MINOR PROVINCE OF THE MOST HOL Y NAME OF JESUS BOOK 496 OF DEEDS AT PAGE 102 EXISTING SINGLE STORY RESIDENCE WITH FOOTPRINT OF 931 SF PROPOSED SITE PLAN SCALE: 1 " = 20' STORMWATER MANAGEMENT: BASIS OF DESIGN THE. PROPOSED PROJECT DOES NOT RESUI T IN THE ADDITION OF ANY NEW IMPERVIOUS SURFACES. LOCAL RI'GI_ILATIONS SUGGEST AN EFFORT TO PROVIDE, SEORMWA ER MANAGEMENT FOR THE; I XIS I INU IMPERVIOUS AREAS T O E HF E X I T NI PRACTIC ABI E THE FOLLOWING L OWING COMPUTAIIONS PROVIDE A DESIGN BASIS FOR RFii'ROACE'IVL MANAGE{MEN I OF EXISTING SIORMWATER RUNOFF. EXISTING HOUSE: Roadside roof- 48'x8'- 384 sf x 1.5 gal "sf 576 gallons 2'x 2' _ 4 sf x 48' 192 cf x 0.4 76.8 x 7.5 -576 gallons Use a 2'x 2' infiltration trench - 48 If long Northside roof -- 23'x 8' - 42' x 8' = 184 - 96 280 sf x 15 g"sf 420 gal. 2 x2' =4sfx22' 88cfx04-35.2x75gsf 264gal I, se a 2' x 2' infiltration trench 35' long (extend trench along lakeside of house) Southside roof and ten'ace - 23' x 8' l2' x 8' = 280 sf x L.5 gsf 420 gal 20' x 12" - 240 sf x 1.5 grsf - 360 F -al 780 gal lase 2' x 1.75' int711ration trench 20' long across terrace with a piped connection to a shallow dry well 6' diameter x 24" depth (184 gallons + 602 gallons) '.dolt h. s - 3 - "- tde garage roof . 7 x 12 444 sf a l._ 5 g sf 666 gal 2'x2 7 4sfx37' = 148 c x0.4 57.2x7.5= 429 gal l -se a 2' x 3' infiltration trench 37' long "I have seen or observed, or believe I saw evidence of, ail objects such as houses, wells, trees, fences, etc., -shown on this document. I also represent that I have crsonally measured the distances set forth on the diagram." �4A SIGNATURE TE f�E�i� cl tli:.l T01Ib'f . t URY _,ES PURAFLO BIOFILTRATION MODULE 4'x7'x3O" 2 MODULES EXISTING ADD THIRD MODULE AT LOCATION INDICATED BED AREA FOR PURAFLO BIOFILTRATION UNITS ONE MODULE PER BEDROOM — THREE (3) TOTAL BED AREA TO BE 367 SF (MIN.) SITE LOCATION MAP SCALE: 1" = 2,000' Town of Queensbury Planning Board RESOLUTION APPROVING SITE PLAN 52-2010 JOHN ft SANDY LAMBRECHTS RESOLUTION NO.: 52-2010SP INTRODUCED BY: Chris Hunsinger WHO MOVED ITS ADOPTION SECONDED BY: Stephen Traver A site plan application has been made to the Queensbury Planning Board for the following: Applicant proposes a 692 sq. ft. second story addition to existing single story residence. Expansion of a non- conforming structure in a CEA requires Planning Board review and approval. The Planning Board provided a written recommendation to the ZBA on 8/2410; The ZBA approved the variance request on 8/25/10; and A public hearing was advertised and held on 9/28/10; and This application is supported with all documentation, public comment and application material in the file of record; MOTION TO APPROVE SITE PLAN NO. 52-2010 JOHN 8 SANDY LAMBRECHTS, Introduced by Chris Hunsinger whom moved for its adoption, seconded by Stephen Traver: In accordance with the resolution prepared by Staff. With the following: Item A, the Planning Board has determined that the proposal complies. Item B, it's a Type II SEQRA, Item C applies. Item F, waiver requests are granted for grading and lighting. a) Pursuant to relevant sections of the Town of Queensbury Zoning Code [Chapter 179-9-080]], the Planning Board has determined that this proposal complies with the requirements as stated in the Zoning Code; and b) Type II, no further SEQRA review is necessary; and C) Final approved plans, in compliance with the Site Plan, must be submitted to the Community Development Department before any furthcr review by the Zoning Administrator or Building and Codes personnel. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work. Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; and d) As -built plans to certify that the site plan is developed according to the approved plans to be provided prior to issuance of the certificate of occupancy; and e) If applicable, Item d to be combined with a letter of credit; and f) Waiver requests granted: grading, lighting plans g) The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff h) If curb cuts are being added or changed a driveway permit is required. A building permit wilt not be issued until the approved driveway permit has been provided to the Planning Office. i) It's approved with the following conditions: 1. That the applicant will add an infiltration trench, as shown on the plans, on the north side of the garage. 2. That the applicant will Tadd the stormwater management computations to the plans. 3. That the applicant will provide a Code compliant landscaping plan. 4. That the applicant will agree to no further use of fertilizers or pesticides on the lawn. Duly adopted this 28`" day of September, 2010, by the following vote: AYES: Mr. Traver, Mr. Sipp, Mr. Krebs, Mr. Schonewolf, Mr. Ford, Mr. Hunsinger NOES: Mr. Jackoski TOWN OF QUEENSBURY APPROVAL ZONING ADMINN/STRATOR DATE W �4 E♦ O 0 Z O W o �::c E-+ A 6 w w H co Z E♦ Z4Z > �) WW a E-4 `z a�� Q' v � J cNo Jew O E-♦ Q -4Z a M W a rxV l W = o N W Nto Z �"a q � W�� Q N N W Ids � li o Q >• : aZW = U A U) P Q w A o Dna 0 Z JHv H U) � Q LLp F" Z A � Z Z J hLl W • Z W z w 0�� O Z U) ° Ow Z >�Z O n2 4 Z 0 Z a" CON Wo)W W FZ Q Y) Tn V1 m P -I Q a o n N N o sow X > W map O W I_..I��'LL 0 m 0 oN _ {n Y) C, O Q � °� a Ld m o Q -nor) z_J Z LLJ W V w i1 O Li N z r- I Q I) ' 1 U Li r n