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2014-013 . ` TOWN OF QUEENSBURY 43' 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140013 Date Issued: Wednesday, March 19, 2014 This is to certify that work requested to be done as shown by Permit Number P20140013 has been completed. Location: 32 HOWARD St Tax Map Number: 523400-301-020-0001-037-022-0000 Owner: PATRICK GERUSO Applicant: CLUTE ENTERPRISES, INC. This structure may be occupied as a: Single Family Dwelling By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property am°,1 owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board r Director of Building& Code Enforcement or Zoning Board of Appeals. Oek` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 *Al Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140013 Application Number: A20140013 Tax Map No: 523400-301-020-0001-037-022-0000 Permission is hereby granted to: CLUTE ENTERPRISES. INC. For property located at: 32 HOWARD St in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: PATRICK GERUSO Single Family Dwelling $125,000.00 168 WEST MOUNTAIN Rd Total Value QUEENSBURY,NY 12804-0000 $125,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2014-013 SFD 936 sq ft $187.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,January 24,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of ensb ; 11 'd:/ . +uary 24,2014 L SIGNED BY `I '�J i\ for the Town of Queensbury. Director of Building&Code Enforcement .>-_r. ""7010 OFFICE USE ONLY TAX MAP NO. 20 i ,?o 1-317,A 4 ERMITNO. I°LI'0/ 3AiJ 14 2f1'14 FEES: PERMIT j D 9. RECREATION 7j,')1' ENGINEERING iyai (If applicable) xY'?; 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: C,Jk- 't: D OWNER: \wk, i(pc r---.... c., ADDRESS: (0'4'"6\&r% .N-ie_ C �7 ADDRESS: PHONE NOS. —7‹i -7 a77 1 PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: L CL PHONE: 3kz, k _ (,:, LOCATION OF PROPERTY: 3:=',X A►-k cto-r\ 5 HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ES 0 NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT ZOo H APPLY TO YOUR z 1= i O co co u "- w PROJECT P. lY OOH OJTct .� a = _ D w tai " � � _ < o c2 W 0 H Cf z d E- 1- Ot- wZ z < < - U) cv u) OIL I— IL d 1 023 SINGLE FAMILY ''''S/ 93 to rt`'S(� 1j' ' TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL– NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: r a S/ U FUEL TYPE: HEAT TYPE: *HOW*HOW MANY FIREPLACE(S): cL' AND/OR WOODSTOVES(S): V� ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? X30 IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: (-75.% e_ e_—,(e ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? V-Ocai 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office 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, l 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 issuanc certificate of occupancy. I have read and agree tot above. / Signed L 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) Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 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: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(c queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY TAX MAP NO. PERMIT NO. I kit-.//2/ JPERMIT 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: C .,2 /`' INSTALLER: J til �J•`J CS✓`C , ADDRESS: ADDRESS: �O c - -r td� C�^7 PHONE NOS. rr ( PHONE NOS. T )_ "7.D?7 LOCATION OF INSTALLATION: ' Z �'4 Com:r�-� - 30 1 . -C} - f - 7 . NO. COMPUTATION RESIDENCE INFORMATION: YEAR BUILT X = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINIC3 1980 or older X 150 = INSTALLED? `�O 1981-1991 X 130 = SPA OR HOT TU:111 1992-present X 110 = �� INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT� DEPTH? AT ✓ DOMESTIC WATER SUPLY: MUNICIPAL f WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi] (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). TANK SIZE: \'O O a 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: SORPTION FIELD(WITH NO.2 STONE) Total length 1>O ft. Each trench 0 X c0 ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? 0 ALTERNATIVE SYSTEM Bed or other type? ❑ 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 upo is-granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known • •r on behayof an applicant,shall be void. -- I have real e regulations w' ' -spect • i . application and agree to abide •y these a • all re• emen- • •e Town of Queensbury j QUESTIONS? CALL 761-8256 OR EMAIL Sanit- Sewn ais :: L,Y v, - 7 codes(a�queensbury.net / ' VISIT OUR WEBSITE FOR MORE INFORMATION nature of Person Responsible Date —_ '_"'_cnensbur .,,et Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 ('-'1>`144'7c""(-A • I Revised 4/14/2010 Town of Queensbury11 Highway b Michael F. Travis Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413 Office Phone: (518) 761-8211 Thomas R. Vanness Fax: (518) 745-4466 Deputy Superintendent Home (518) 745-0929 www. Queensbury.net DRIVEWAY PERMIT Date: IZ f3 (13 Applicant Name: �l✓ rzc�� j-� i�C Address to be inspected: .S :Z 41:X_tiiEt—cc Return Address: (a DUC• _.--,. A1- 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 inspections completed by: Date: Approved by Higway 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 Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 wed. a -,e1 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm art:2.±C - am/pm Date Inspection request received: Inspector's Initials: NAME: L PERMIT#: /y' l a LOCATION: r . v () G-d► $k DATE: 3 - ) c-21-y4 TYPE OF STRUCTURE: S ire D _ Comments: Yes No_N/A_ 4" Building Number Address visible from roar!, V Chimney Height/"B"Vent/Direct Vent I r,;,;ationQ,� -,o)r-' o`s-A- Fresh Air Intake / (� 3 inch Plumbing Vent thm,;ugh roof minimum 18 inches 14/ C, k+04- _Ror+;(Z., n plete/Exterior Finish Complete Platform at all exterior doors \V)."V Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade V Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more 4/ Handrail Termination at Newell Post or Wall t� Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet f,—----- 6 inch clearance to sill plate A/' 0--..,t---1.) ) Gas Valve shut-off exposed/regulator 18 inches above grade r if Interior privacy!trim/dors/main entrance 36 inches �`— Bathroom/Kitchen watertight y ��—iSafety glazing/Windo in stairwells safety gla ng Interior Smoke Deter, ors/Carbon onoxide etectors Every level: Eve Bedr om: Outside every bedroom ea: / Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area d Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents / Bathroom Fans, if no window Plumbing fixtures *1k>" Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. V/ 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 W Gypsum .7:,.. Basement stairs closed rise>4 inches Garage Floor Pitched f Garage fireproofing/3,4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure V Final Electrical;Energy Saving Light Bulbs 50% 4/ 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 ✓i/ Flood Plain Certification, if required 4--) r Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection Forms1Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6126/08; Revised 12/22/10,Revised 04/13/11 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 'l 2 / NAME: t GC LOCATION: . a-4-6t rd PERMIT#: 3 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: CA7. Craig Brown, Zoning Administrator Notes: \l r `� c T� LASueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Rough Plumbing / Insulation Inspection Report 1� Office No. (518) 761-8256 Date Ins'ection r• ' g c d: _314k k Queensbury Building & Code Enforcement Arrive: r/' / 742 Bay Road, Queensbury, NY 12804 Inspector's Initialspv• NAME: C e. v 50 PERMIT#: 0 (3 LOCATION: 30 � J 041( INSPECT ON: " y TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing Tyvek or Similar Exterior Sealant roper Vent, Attic Vent oor/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 Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report /0 - -z____ Office No. (518) 761-8256 Date Inspection request received: Z I�( Queensbury Building & Code Enforcement Arrive: ___1_12, _ am p 742 Bay Road, Queensbury, NY 12804 Inspecto 's Ini a s: NAME: G l-� e /( e12- 1))6 PERMIT#: I Ll ` 6 /3 LOCATION: 302 Hu -' Sl . INSPECT ON: 7i 1L( TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes nsulation / Residential Check/Commercial Check (yciii\ Window Sealing 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 Blower Door Test Air Sealing COMMENTS: c-t__ -zA iu )--A A'5 FL.-- 3y3 L Rough Plumbing_Insulation Inspection_02 05 13 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspectio equest received: Queensbury Building & Code Enforcement Arrive:'] am/pm 742 Bay Road, Queensbury, NY 12804 Inspect In f Is: NAME: PERMIT#: I -(I--G/3 LOCATION: 3aAbt INSPECT ON: d -/9--/q TYPE OF STRUCTURE: S fi L N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/Commercial Check Window Sealing 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 Blower Door Test Air Sealing COMMENTS: c .0 - � �� C),A 0..A. avC Rough Plumbing_Insulation Inspection_02 05 13 Town of Queensbury Building & Code Enforcement / 0 ' 12 Office No. (518) 761-8256 Framing 1 Firestopping Inspection Report Inspection request received: -/ V / Name: G� k ; E-/ -e-(zt I Sv Inspected on: / 1 ,� 1 Location: � ('�- � �� '�-- ( Arrive: t�'��a.m.1 p.m. Permit No.: i `- 0 1 3 Inspector's Initials: „ �.'►1 TYPE OF STRUCTURE: Y / N NIA COMMENTS: raming Attic Access 22"x 30"minimum Jack Studs I Headers V/ Truss Specification Provided ,/ 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 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour 4 Firestopping ,,,t Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing / Firestopping Inspection Report Rough Plumbing / Insulation Inspection Report /O —( Office No. (518) 761-8256 Date Insp do quest received: Z /8//1/ Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto ' In' ials: NAME: C e PERMIT#: ) / LOCATION: �� f1 b u�-� Si, e--T' INSPECT ON: TYPE OF STRUCTURE: Y N N/A Plumbing under slab itiough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing 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 Blower Door Test Air Sealing COMMENTS: Rough Plumhing_Insulation Inspection_02 05 13 Town of Queensbury Building & Code Enforcement MQ !1 d 1 Office No. (518) 761-8256 6utixt.L7 Framing / Firestopping Inspection Report ) Inspection request received: Name: (1j -c±1. Inspected on: a- Location: 36\ 44-603 Q t'c Arrive: 1.71Ii a.m.I p.m. Permit No.: / 1b Inspector's Initials: ,1'!`� TYPE OF STRUCTURE: 3 .F &.) N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided 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 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses An 6 or Ice andhor Bolts water shieldft. 24 lessinchesoncenter from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space 1 Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing I Firestopping Inspection Report Foundation Inspection Report ( ?, Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: , : a pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: CUAt.J2, PERMIT#: /y—(J i_3 LOCATION: ,*; eft t" INSPECT ON: -7 14 \, v.k. TYPE OF STRUCTURE: Comments Y N N/A / ` oi + Footings f"�""� 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 Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing �6 mil poly for wet areas under slab l ,/.� �,��_ O..Back ill Approval Plumbing Under Slab y �' 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 -11 Queensbury Building & Code Enforcement u 0 S 3 0; (518) 761-8256 Septic Inspection Report Inspection request received: Name: 011:-tAAt Inspected on: Z t Location: 3 }+blx-YI rd Arrive: .`J •C-f' CY a.m./p.m. Permit No.: PI— Of 3 Inspector's Initials: e___JVL---A,1 f Comments and/or diagram Soil Type San / Clay Type of Wa r: unici Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+I- Y_N_N/A [150'to well required if NO] Absorption Field: Total length l f _c ft. Length of each trench b ft. Depth of trenches ‘)---k- ft. Size of Stone Seepage Pits: Number __ � _ Size: Stone Size: Piping Size Type Building to tank 4- k " 0 / Tank to Distribution Box /' « ' Y\.3�" Ley [�,.�„r — Distribution Box to Field/Pit — "�c t r� ��, `/ �' :L G> .(�� Opening Sealed: Y� ,I( End Cap _ALY N Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade _Y N [provide extension collar if Yes] Y N "T� � L Location I Separations Foundation to tank / 1 ft. Foundation to absorption "L. 1 ft. Separation of Pits ft. Conforms as per Plot Plan Engineer Report and As-Built _Y ETU Maintenance Contract provided Y N Location of S st- In Pro.: : Fre• Rear -ft Side Right Side Middle Front Middle Rear System Use Status. Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report Foundation Inspection Report .1V) l - P� P Office No.(518)761-8256 Date Inspection request received: ,/ Queensbury Building&Code Enforcement Arrive: /yfam/pm Depart.. am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 01 NAME: � PERMIT#: LOCATION: _ t",NMEIISP: INSPECT ON: AMY 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. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing for wet areas under slab / ( Backflhlk royal L./ c m 6`:'�� `J �'7 v 1 b t- Pumbf ing Under Slab 710 c PVC/Cast/Copper 6 '� ,A /v` 5 rc h �r Foundation Insulation Interior/Exterior ��++� R- lam . o J Rough Grade 6 inch drop within 10 ft. o r �!4 h t-25 L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.d/oJ ''"' Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: .......2\am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: G Li-f-G2' PERMIT#: /41-- (7 / S LOCATION: 3 if to G rcl INSPECT ON: J ' -/ / TYPE OF STRUCTURE: .5 j C\ Comment( i Y N N/A Footings Piers �V 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 ,5. Footing Dowels or Keyway in place � � l , ._ Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 wily 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:\BuIIding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM NVO/NAQI Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 1'} am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ( L �C' PERMIT#: LOCATION: 3 d 44 Lizo_i`d. INSPECT ON: 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. 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 r, Backfill Approval / ( - L' CT I� Plumbing Under Slab �" 4 ( L _ 4 / !/__n PVC/Cast/Copper T/ Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Bullding&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 2 •/ram/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: C/h SA.-.1 PERMIT#: / I o f 3 LOCATION: 3Z INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place 1 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 6r=iC Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12120/2005 9:24:00 AM MAP REFERENCE.- MAP EFERENCE:MAP OFA SURVEY MADE FOR PATRICK GERUSO DATED NOVEMBER 30, 2010 LAST REVISED DECEMBER 29, 2011 BY VAN DUSEN & STEVES 44 W I I I ZONING INFORMATION: Moderate Density Residential - MDR Minimum Lot Width = 100' Front Setback = 30' Side Setback = 25' Rear Setback = 30' 6(o)' jo I' LEGEND IPF Q = IRON PIPE FOU �, =UTILITY POLE zl ❑ WOODEN FENCE LI 0 0 = METAL FENCE LINE O 2 ;! ST 1RY WOODRAMED HIE WOR NEW YORK STATE ROIIGBig O LAWA ANDI 'WILL COPIES FROM ORIGINAL IN6 SURVEY WO RKED MARKED LNTN AN OftSIDERE OE THE IANO ORIGINAL d C U TRUEcURGEYORS SEAL SHAH BE CONSIDERED TO RE VALID TRUE COPIES.' O WOIGAiED 'S NCEIFY THAT SURVEY WAS THIS SURVEY WAS PREPARED IN ACCORDANCE MIH THE IN ACC D III ' Z CONCREfE� Tor WALK5 ASPHALT ser°28'Sr"E DRIVE 46.44 S39022' 39"E J 20.04 8.39 WATE-ER=ICE 1✓0/3 ROW Of -ME -T) GARAGE TO DE REMOVED 0 N 5.0' PROPOSED HOUSE 26' X 36. D RS e W Ste -vies Laiad Surveyors 169 Haviland Road Queensbury, New York 12804 518) 792-8474 New York Lie. No. 50135 LANDS N/F OF DORVEE a "---42�5 toe sETaAC-_ LOT 1 25' SIDE SETBACK SHED S84°22 39"E N,89` -537 50"E 33.03 .89.77 Us LOT 2 AREA 13086.541 sq. ft. C. 0.30± Acres i 25' 510E 5121DACK 91ii t Y zs's10 TESE eACK c./ f N8r°27'461W GAVE SEEN r- OBSEOV ALL OBJECTS SU' H AS Hf" ES, WELT REES, FENCF", ETC °' OWT1 THIS 0(l ENT. I HAVE PFX ONALLY MF^.` PE" 1, ; a SET F0)N IS DIAGRAM. r ;! VN OR ADDITION SURVEY MPP A MNYGG A "-Uu HAND SURVEYORS SE L ISA t. OF SECPON TION OF SECTION S . BE SUB-DIVISON 3, OF THE NEW WOR NEW YORK STATE ROIIGBig O LAWA ANDI 'WILL COPIES FROM ORIGINAL IN6 SURVEY RKED MARKED LNTN AN OftSIDERE OE THE IANO ORIGINAL d TRUEcURGEYORS SEAL SHAH BE CONSIDERED TO RE VALID TRUE COPIES.' WOIGAiED 'S NCEIFY THAT SURVEY WAS THIS SURVEY WAS PREPARED IN ACCORDANCE MIH THE IN ACC D III ' EASTING CODE OF PRACTICE PCW LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATON of PROFESSIONAL LAND SURVEYORS. SAN EERPnCAPONS SHALL RUN ONLY TO THE PERSON FOR M16M 121E SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITE COMPANY, GOVERNMENTAL AGENCY AND LENDING IIGBNITON USTEO HEREON, AND TO THE ASSIGNEES OF ¶IE LENDING INSPNlI01J.- Mal) of a Survey made for Clute Enterprises Town of Queensbury, Warren County, New York Ill LANDS N/F OF PIDGEON LAN05 N/F OF LANE NO. I DATE RESOLUTION TO APPROVE FINAL STAGE FOR SUBDIVISION 4-2011 PATRICK GERUSO A subdivision application has been made to the Queensbury Planning Board for the following: Applicant proposes subdivision of a 0.60 +/- acre parcel into two lots of 0.30 +/- acres each. Subdivision of land requires Planning Board review and approval. The PB provided a econtmendation to the ZBA on 4/19/2011; the IDA approved the variance request on 4/20/2011; A public hearing was scheduled and held on4/19/11 and 5/19/2011; This application Is supported with all documentation, public comment and application material in the file of record; and MOTION TO APPROVE FINAL STAGE SUBDIVISION 4-2011 PATRICK GERUSO Introduced by Gretchen 5teffan he moved its adoption seconded by Thomas Ford: a) Pursuant to relevant sections of the Town of Queensbury zoning Code IChapter A-1831, the Planning Board has determined that this proposal satisfies with the requirements ou stated in the zoning Code; b) 5EQRANegative Ueclaration was approved c) Hunt approved plans, in compliance with the Subdivision, must be submitted to the Community Development Department before any f"nhef ravlDW by the zoning Administrator ar Building and Codes personnel. The applicant Host meet with Staff after approval and prior m Issuance of Building Permit sail the beginning of any site work. Subsequent Issuance of further permits, including building permits is dependent on compliance with this and all other Comitou of the resol ro d) W'errequestsgreated sketch plan review, stomwers ni,gradius, landscaping, and E&S; The limits of boating will con tt [ 0IG-lot Lane... a oa gec ns[ru¢on fen�ng shall be'nstalled around these areas and Tell ver Fled by Community Development sun Duly adopted the 46th day ohmy2011, by the following vote, AYES: Mr. Sipp, Mr. Sch reavalf,Mr.Ford,Mrs.Steffan,Mr. Magowan, Mr.Traver, Mr. Hunsnger NOES: None A preliminary stage subdivision application has been made to the Queensbury Planning Board for the follmvbi3: Applicant proposes subdivision of a Burs r/ acre parcel into two lots of 0.30 +P acres ced, Subdivision of land requires Planning Board review and approval - Planning Board provided a written recommendation to the SBA on 4/19/2011; and SBA approved Ne variance request on 4/20/2011; and A public hearing was scheduled and held on 4/1912011 and left open for 5/1912011; and This application Is supported with all documentation, public comment and application material in the file of record; and MOTION TO APPROVE PREL arNARY STAGE FOR SUBDIVISION 41011 PATR CK CERUSO, Et d d by Gealper Steffan 2._ no moved to added. seconded by Paul SCOI,arrolf. According to the meoWaon prepared by staff. Duly adopted this lash day Of May 2011 by the following vote: AYES: Mr. Traver, Mr. Magowan, Mr. Ford, Mr, SIR , Na. Schonewolf, Mrs. Steffan, Mr. Hunander NOES: None The Queensbury Zoning Board of Appeals has reviewed the following request at the below staled meeting and has resolved the following: Arca Variance No. 16-2011 Patrick Gerrso Meeting Date: Wednesday, April 20, 2011 Approved X MOTION TO APPROVE AREA VARIANCE NO. 162011 PATRICK GERUSO, Introduced by James Underwood who moved for its adoption, seconded by Joyce Hunt: 34 Howard Street. The applicant is proposing a two lot residential subdivision of a .60 acre parcel and relief isrequested from the lot size, lot width, road frontage and setback requirements. I think that in making the determination, the Board has carefully considered .hot the effects will be on the chara per of the neighborhood or detriment to other nearby properties, and even though we're going to be creating two substandard sized lots, they do average out to be .30 acres in size, which is about the average size lot on the street. There are smaller ones also. We recognize the nature of the neighborhood and also the fact that we have created a situation where we have been, in the past, combining smaller lots 10 create larger lots, and this goes contrary to that, but at the some time, because it's going to create lots that are essentially the size of that neighborhood, and also recognize that the house that pre- exists on that lot, and the smaller of the garages, but I guess we'll call N a shed, is going to remain as is, that the property owner will be removing the garage on the south sideof the parcel, and erecting a home. It won't be a mobile home, even though this falls within the Mobile Home Overlay District. Whereas the benefit could be sought by other means, the lot could remain as it is, we don't really feel, after looking through the balancing test, that this is going to totally trip the neighborhood and make it fall back in the direction that we come from, as for as Improving things, and all the area variances in totality ore severe relative to the Ordinance, but we also recognize that, for some reason the two acre zoning that exists down there now really doesn't have any merit in the real world because nobody has two acres or even close to half of that, and whether the proposed variance will have an adverse impact on the physical or the rest of the neighborhood, we don't really feel it will, and the alleged LI is self-created, but it will improve, in our eyes, the neighborhood. Duly adopted this 20re day of April, 2011, by the fallowing vole AYES: Mr. Clements, Mrs. Hunt, Mr. Underwood, Mr. Garrand NOES: Mr. Koskinas, Mr. Urrico ABSENT: Mr. Kuhl DESCRIPTION e: ULULMCLK JV, ZUIJ le 1"=20' S-1 SHEET 2 OF 2 CLUTE C2519 DWG. NO. 10117 X