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2005-371 i TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFI CATE OF OCCUP-A-N- CY Permit Number: P20050371 Date Issued: Thursday, February 23, 2006 This is to certify that work requested to be done as shown by Permit Number P20050371 has been completed. Tax Map Number: 523400-308-017-0001-050-002-0000 Location: 168 WEST MT. Rd Owner: PATRICK& CAROLE GERUSO Applicant: PATRICK& CAROLE GERUSO This structure may be occupied as a: Garage - 3 Cars 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 Director of Building&Code +force ent Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: P20050371 Application Number: A20050371 Tax Map No: 523400-308-017-0001-050-002-0000 Permission is hereby granted to: PATRIC'K & C'AROT,F CTF,RTJSO For property located at: WEST MT. 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: PATRICK& CAROLE GERUSO 185 LOCKHART MT Rd Garage-3 Cars Attached LAKE GEORGE NY 12845-0000 Single Family Dwelling $200,000.00 Total Value S200,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-371 3400 SQ FT SINGLE FAMILY DWELLING $494.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, June 21, 2006 (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 nvzg� June 21, 2005 for the Town of Queensbury. SIGNED BY Director of Building&Code Enforcement i Application for Permit-Septic Disposal System, Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) T61-8256 1. OWNER INFORMATION: ................................................................................... J � Office Use Location of installation: File Permit No. Tax Map No. P j Foe Paid Owner's Name: Address: I Q> > 2. INSTALLER'S NAME � �?�� ti`"'� �� .r PHONE NO. ( � 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#.bedroom(s) aInd multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) I Year of House: No. of Bedrooms x Computation Total(Daily Flow I 1980 or older x 150 gal/bdrm 1980— 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm �— Garbage Grinder Installed yes— / no Spa or Hot Tub Installed yes— / no i I 4-- 4' PARCEL INFORMATION: (circle applicable information&indicate measurements) ToogrgRh oil Nature Ground Water Bedrock or Im ervi us Mat 'al D Water Supply t. a san at what depth at what depth unici olling am (,�` feet �_feet Steep slope clay ( if well; water sup y _%slope other `� from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch i 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a lic�insed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the isize of the septic tank and leach,field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: 1� ' gallon(min. size 1,000 gal.) Tile Field: each trench O(D ft. Total System Length: ft. ; Seepage Pit(s): number of size of each: _ ft. by ft. Size Stone to be used: # 6 / depth or thickness Bed System Size: x Y c Alternative System: length and/or size I 6. HOLDENG T SYSTEM: (if required) Number tanks: / Size of each: gallons /TOTAL Capacity: gallons Note- Alarm ystem and associated electrical work must be inspected by a Town approved electrical inspection agency. I i 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 ofthe 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 requirement e o Queensbury Sanitary Sewage Disposal Ordinance. 'I Signature of responsible person ate Permit No. 7 (jo5 37 t iuiiding&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 142 Bay Road,Queensbury,NY 12804 Recreation Fee have Hatin,Director codes@gueensbury net 'hone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. .` ' Lv.ALifc'•�•�. Owner: Applicant/Builder Address: 0 " r� - Address: Home Phone: Home Phone: Email Address: Email Address: Cell Phone: S t ' 's,�3 s<-- Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: z'►C� f ,E '' 4 Address: `.>L%.cam Phone C Location of proposed construction: Lot No. Legal Address: Tax Map Number: �� `$jC>C�' r� '� ` �� Subdivision Name: r�� ` � 6 CIle � Estimated Cost of Construction: $ l Proposed construction is for: Residential Use _.Commercial Use Name of Business: If proposed construction is an addition,what will use of new addition bet New Addition Alteration Proposed Construction 1It Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ff. Sq.Ft. Square feet Height F &in. Sin le-Fami Dwellin Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, Type of Heating System: Electric, Oil, Gas Wood, ForcedDHot , Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application, i Yes No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described Premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Dir r uilding and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location f II ew construction. Date: , �' e` Applicant/Builder Signature: The application of aced is hereby approved and permission granted for th c nstruction, reconstruction or alte atio f uildin nd or accessory structure as set forth above. Date: d Authorized Signature: 1:11ue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Check Residential Plan Review: One&Two Family Dwellings ,:Y N/N/A (2)Full sets of plans Over 1,500 sq. ft.-Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans o ation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cros Section For Each R f Line, Vertical St p ing Ev 10'Where Required fry Ace and Snow shield 24"Inside Exterior Wall ler Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise -Spiral Not Allowed From 2d Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance \ Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety-Glazing Notes For Required Areas Garage Fire-Separation Garage Floor Sloped + 1 Attic Access Roof over 30"-22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required i Septic To Well Or Water Line Separation All Paperwork Signed �S- FILE Job Site Address: �� Ui}m �' (� Date: Owner: Ri�� v t��Sy Application No. _ File No. EIVED Building Permit — Calculation Sheet JUN �� OSBURY Natural Light, Ventilation & Emergency Egress Requirements Town,of o Habitable Area of Req.Light Actual Req,Vent Actual Sq.Ft. Remarks AND CEDE Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet s L Dim 22°►fA t g,3s JA, 2d ,�o JA. s k�• 5tb kk k-t• 5 .�. c1�ae 1 3qq,` Z1.s3 � 30A3 2 oe 5� 2 g.� 2a3 11.4 u c.Z I `�,. �b� I", .v Z &2 s "g'7s 10ty ..r L:\SueHemingway\Buiiding.PermitFORMSW at.Light.V entil.calculation.Sheet.doc �---/c a,,^--- i Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 ^� Arrive: am/pm Depa am/pm Date Inspection reques�ceived: Inspector s Initials: l/ �� - 2 NAME: t L �' 1�" PERMIT#. 3 7I LOCATION: 1 DATE: TYPE OF STRUCTURE: Comments' r Y o N/A Building Number/Address visible from road 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 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 Interior Handrails @ stairs 2 or more risers 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 X. Bathroom/Kitchen watertight Safety glazing/Wind qv" in stairwells safe 1 m Interior Smoke De ctors: i Every level: Eve Bedro '�,� Outside every bedroom ea: VA Inter Connected: Battery backup: Carbon Monoxide Detector1��-k �v Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum 01 Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical 'Z Final Survey Plot Plan -' 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 FormsBuilding&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Final Survey InspecW Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: LOCATION: W 1 V PERMIT#: Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of [/ Community Development. Upon review th surve has be Craig Brown,Zoning Administrator Notes: L:\.SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administratocdoc MAP REFERENCE MAP OF LANDS OF LANDS N/F OF JOHN + CAROLYN LORD SCHNEIDER LANDS N/F OF BY, COULTER + McCORMACK WELLINGTON LANDS N/F OF DATED, SEPTEMBER 3. 199q STEHLE LAST REVISED% JUNE 14. 2004 O GIRF S87°33' 15"E ------ 471.458 RETAINING m WALLSi�m GIRF NORTHWEST ROAD CRUSHED / STONE W DRIVE p i. 178.32, — I 2 STORY LANDS N/F OF IN WOOD FRAMED GROFF to 1-tO < HOUSE PROPANE �a Z 1 TQK PORCHES W � � / 119,336.03 sq. ft. n 2.74 acres LANDS N/F OF BEDFORD CL05E A5PIfALT DRIVE 2.ci 02� p HOMEOWNER'S ASSN. 1. � c� c� ° N O rl i n oo r _ L EA OBIY o _ I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. 2 THIS CERTIFICATION 5HALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND•LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. PF CERTIFIED TO• PATRICK GERU50 LANDS N/F OF M + T MORTGAGE SUCCESSORS AND/OR A55IGN5 TROEL5TRA FIDELITY NATI �@` ANY 769. 79, CERTIFIED • ww N82039+50,,W TTHEW C. 3 DATED,JANUARY 26. 2000 2�� LANDS N/F OF LEGEND LORD A LANDS N/F OF GIRFQ= GAPPED IRON ROD FOUND l HARNEY IPFO= IRON PIPE FOUND cTL= UTILITY POLE A atel jANUARY 25, 0 1NN,IKMXD AL7E U7M OR AOOIIKN ro A SWAY ._ t V .}� VIM A'�LAMk& A Ma of a Survey made for Scate 1 -40-[ NOI Y OF X 040 7•mP.sue-oi ou z a ne p P P MEw Yauc srADE PDurwnaM uw.• S V v \�' S 'RIMY COPIES O M AL.deONN.OF DNS SVR YARKm MiR AN aAKi7AL OF 11E LAND 91lR1EYptS �S�LLeER �A=Wn Be VALID PATRICK GERUSO S- 1 C8MnCA710W NOICA7ED HUVW Sift"THAT 7F/S SURVEY YIAS PRFPMm N ACOOROANCE MI7H 1HE Land Surveyors °DSIN�RDDERPPRA S FM SOCLLA�I.D: ,D.RPP>� BY IIIE W*'PORK WAX ASSOdM M SH IL KM9WAL LMID SUR1EDdi5.SAID Ct7Tii10ATKNS SMALL RUN OIO.Y TO TIME PEASOM RN lelOM 7K"WY IS PREPMM AID OM HIS eEw To TIE n7m 0 0wA m ROVEDO e"'L SHEET I 169 Haviland Road Queensbury, New York 12804 A� ""I `MS OF`�"LM "s"`° KK* A"° Town of Queensbury, Warren County, New York i OF 1 7n DME AssalEEs aP 7N:eFHoerR Ns11JUikN.- GERU50 G1709 (518) 792-8474 New York Lie. No. 50135 ND. DATE DESCRIPTION DWG. No. 04162 308.17-1-50.2 /Y Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request e 1 Queensbury Building&Code Enforcement ve: ".CSu D art: 742 Bay Road, Queensbury,NY 12804 sInspector's Initials. NAME: ��` �� L, J PERMIT #: � S - 3.7 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents ' 5 PSI or 10 feet above highest L� , \ connection for 15 minutes h�Iv Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial r,CPVC,Pex One and Two-Family Insulatio Residential Check/Commercial Check Vr6jir Ven Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 F-/G Framing / Firestopping Inspection Report aA, Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ e rt: 1 pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials:; -Q00-5-- 3 7 P59 NAMES CJ PERMIT#: LOCATION: INSPECT ON: 71 o S TYPE OF STRUCTURE: �i�'1 Framing Y N N/A COMMENTS � 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 `/z(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 IF irestoppin Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Yz 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 0�f Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: • NAME: C . v 2— � \ PE cx3S- �1 RMIT #. LOCATION: 1 1 M INSPECT ON: NI i o TYPE OF STRUCTURE: Y N N/A 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 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 u a io Residential Check / Commercial Check ent Attic Vent V Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report-revised Nov 17 2003.doe Revised February 15,2005 V. to ckk____. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 1 1 jq o Queensbury Building & Code Enforcement Arrive: am/ 6��Sart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 6PERMIT #: LOCATION: INSPECT ON:/, s� TYPE OF STRUCTURE: 54) Y N N/A 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 / change of direction Pressure Test Drain / Vent Air / Head 5 . above highest connection for 15 minutes sure Ye upply Piping air/ Head 5 P.S.I for 15 minutes sulation Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms`Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: am/'pm Depart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials' / NAME: V ` PERMIT#: LOCATION: _ INSPECT ON: --- �-1 -- TYPE OF STRUCTURE: Comments Foo gs ------------_ rers Monolithic Slab Reinforcement in PlaceThe 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASueHemingway\Building.Codes.Inspection.FORMST oundati on Inspection Report-doe January 28,2003 Septic Inspection Repere Office No.(518)761-8256 Date Inspection 3 Queensbury Building&Code Enforcement Arrive: : a r742 Bay Rd., nsbury,NY 12804 Inspector's InitiNAME: ,LOCATION: RECHECK: Comments and/or'_dia i am Soil T e: San oam/Clay Type of Wate ' Well Water Waterlines aration is anc ft. Well separation distance ft. Other wells: ft. Abso tion Field: Total length zoo ft. Length of each trench JA ft. Depth of trenches 7 ft. Size of Stone v Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank W Tank to Distribution Box Distribution Box t 'eld/Pit — Sealed Partial End Cap Location/Separations Foundation to tank A. Foundation to absorption ft. Separation of Pits Conforms as per Plot N Engineer Report an As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Fro fiddle Rear System Use St us: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 518-793-2290 Fax#518-793-2115 E-mail:morningstarseptic@hotmail.com www.momingstarseptic.com r ` PTIC SMIRVIC■ Date: 107 Jewel Road,Gansevoort,NY 12831 TO: M A P _1 / r -- i S , f i ,- a_ 1 J, r Rough Plumbing g b g / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reqFee Queensbury Building & Code Enforcement Arrive: art: am m 742 Bay Road, Queensbury, NY 12804 Inspector's NAME: r — PERLOCATION: INS �C TYPE OF STRUCTURE: Y N N/A u h 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 / 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 Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r ue t r !MI Queensbury Building&Code Enforcement Arrive: am/p 742 Bay Road, Queensbury,NY 12804 Inspector's Ini als•NAME: V U PE #: U LOCATION: 1(0�- uu e S ► 1 , h- - INSPECT ON: s TYPE OF STRUCTURE: Framing Y N /A COMMENTS Attic Access 22"x 30"minimum _ Jack Studs/Headers Bracing/Bridging i r GTc Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more N Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z 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. Garage Fire Separation House side ''/z 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm p rn/ r 742 Bay Road, Queensbury, NY 12804 Inspector's Initials• p NAME: PERMIT#: OS 71 ' LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing T7 COMMENTS 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anch Bolts 6 ft. or less on center e and snow shield 24 inches from wall M4\ N7N4,6� 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 '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X i Ceiling/wall I Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Sue Hemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: _ —am/pm Depart: m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: T Jb vzz NAME: PERMIT#*, 5-3 l LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing COMMENTS 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor is 6 ft. or less on center ,� L loe`aind snow shield 24 *nch om w 11 -� 0 Fire separation 1, 2,3 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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: a Queensbury Building& Code Enforcement Arrive: _am/ m Depart:,jrti711 ZnVkp - 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: fjl.,kR) NAME: o j CU PERMIT#: LOCATION: l ; _ vim' Z INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/a COMMENTS 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (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 snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed cavity 16 inch insulation in 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 LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ,i D am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:L-�-- h-- IJ NAME: <—O�� PERMIT#: LOCATION: td, INSPECT ON: TYPE OF STRUCTURE: i i Y N N/A COMMENT f 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses,Kh chor Bolts 6 ft. or less on center Ic and water shield 2 inches from wall fi �—C--- -- ----- Fire separation , 2, 3 hour Fire wall 2, 3,4 hours �1 Firestopping Penetration sealed �, c�� `,�[� 16 inch insulation in cavity min. Garage Fire Separation House side Yz inch or 5/8 inch Type X Garage side 518 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 !A fl Framing / Firestopping Inspection Report No. (518) 761-8256 Date Inspection request received: isbury Building & Code Enforcement Arrive: am/ m Depart: ) m Say Road, Queensbury, NY 12804 Inspector's Initials: NAME: c ��'�S 0 PERMIT#: 6b 5- 37 r LOCATION: 1 C, ' INSPECT ON: TYPE OF STRUCTURE: — � U Framing Y N N/A COMMENTS 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 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 snow shie 24 inches from wall � \K--� 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 '/2 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 LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Z, Office No. (518) 761-8256 Date Inspection request received: c Queensbury Building&Code Enforcement Arrive: am/p epart: 'pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: 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 y Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing F oting Drama 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. I,1SueHern:ngway\Building.(:odes.Inspection.FORMS\roundation Inspection Report.doc January 28,2003 C./ Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req st received: S US Queensbury Building &Code Enforcement Arrive: am/ Depart: ti' �arrv`pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial NAME: C � � PERMIT#: C _3 7/ LOCATION: 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 H-e--CA S/' Foundation Dam roofing �' S Foundation/Waterproofing /1 f Type of Dampproofing/Waterproofing Foot' ht 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:\SueHemingway\Building.Codes.inspectionTORMSToundation Inspection Report.doc January 28,2003 ��vYl Framing/ Firestopping Inspection Report l Office No. (518) 761-8256 Date Inspection re est c ve Queensbury Building&Code Enforcement Arrive: p D art: r a 742 Bay Road, Queensbury,NY 12804 Inspector's Init' Is: NAME: PERMIT#: / LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS aming &\QX k j Attic Access 2 "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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/s 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. 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 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:Untitled.rck RECEIVED PROJECT TITLE:Pat&Caro;e Geruso MAY COUNTY: Warren TOWN OF QUEENSBURY STATE:New York BUILDING AND CODE HDD: 7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 05/29/05 DATE OF PLANS:May 05 PROJECT DESCRIPTION: Single Family Residence COMPLIANCE:Passes Maximum UA=577 Your Home UA=470 18.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2679 38.0 0.0 80 Wall 1: Wood Frame, 16"o.c. 3594 21.0 0.0 173 Window 1: Wood Frame:Double Pane with Low-E 416 0.340 141 Door l: Solid 97 0.200 19 Door 2: Glass 40 0.340 14 Basement Wall l: Solid Concrete or Masonry 217 13.0 0.0 13 Wall height: 8.0' Depth below grade:7.0' Insulation depth: 8.0' Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 924 30.0 0.0 30 Furnace l:Forced Hot Air,84 AFUE COMPLIANCE STATEMENT: 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 New York State Energy Conservation Constructio 'rements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the Oaf dge,belief,and professional judgment,such plans or specifications are in compliance with this C Builder/Designer �'� Datez. c5 r a tp- °psozo R - REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.5 Release le DATE: 05/29/05 Y PROJECT TITLE: Pat&Caro;e Gerwo Bldg. Dept. Use I Ceilings: [ ] I ]L Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: i Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.0'bg/8.0'insul, R-13.0 cavity insulation Comments: I windows: [ ] I 1.. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ J No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor: 0.200 Comments: [ ] I 2. Door 2: Glass,U-factor:0.340 Comments: i Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air, 84 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 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,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. r [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R values, glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. i Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I 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. I Service Water Heating: [ l I Water hefers with vertical pipe risers must 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. [ J I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. i Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. f Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HITACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1" and Less 1.25"to 2" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only)