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2005-144 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050144 Date Issued: Wednesday, November 30, 2005 This is to certify that work requested to be done as shown by Permit Number P20050144 has been completed. Tax Map Number: 523400-309-011-0002-025-000-0000 Location: 13 LUZERNE Rd Owner: JOHN & CRYSTAL HOLCOMB Applicant: JOHN & CRYSTAL HOLCOMB This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QuEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 0 property owner of the responsibility for compliance with Site Plan, e2vQ 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. lqy BLDG. PERMIT NO. 2005444 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 13 LuzeAne Road for the following uses: Single Family Uwe ti..n.g Novembers 1, 2005 DATE SIGNATURE OF PLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby APPROVED ( )DISAPPROVED with the following conditions: Cet-ti6ica to o6 Occupancy to be id.dued upon compi?ed; on o j: FINAL SURVEY TEMPORARY CERTIFICATE OF OCCUPAN : .00 DE SI /$100.00 received on NovembuL 1, 2005 Date of Issuance Director of Bldg. & ode forcement TIIIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 30 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050144 Application Number: A20050144 Tax Map No: 523400-309-011-0002-025-000-0000 Permission is hereby granted to: JOHN& CRYSTAL HOLCOMB For property located at: 13 LUZERNE 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. Tie of Construction Value Owner Address: JOHN & CRYSTAL HOLCOMB Garage-2 Cars Attached 32 LEXINGTON Ave GLENS FALLS, NY 12801-0000 Total Family Dwelling $135, 00 l Value 0 $135,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency FITZPATRICK_ SEAN 30 LIBERTY STREET COR1NTH_ NY Plans&Specifications A2005-144 1650 SQ FT SINGLE FAMILY DWELLING $277.30 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, May 12, 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 Town of eensbury; Thursday, May 12, 2005 SIGNED'`By2 ��4 for the Town of Queensbury. VS. Director of Vingvode Enforcement r �� �� � t ��' �� � /'� 1 --,�/��, l �� 1 \ � .yV� -`' �� `f� 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 oundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade naming Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls latforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise .4 Winder Run and Rise S iral Not Allowed From 2 nd Story Smoke Detectors Battery Backup and Proper Location �Pathroom Fixtures Proper Clearance Hall Width,36"min. andrails 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 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- Septic To Well Or Water Line Separation All Paperwork Signed WINDOW SCHEDULE Job Site/Address: Date: 0 w Owner: o-A-v Application No. c�2C-o s 4�-,i Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening Glass/Vis Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height able Vent ar Width In Height Plan Call Width Light Opening Inches in Inches Size D �IIAIl i�.20 0 Example Entry A Andersen Narroline 3062 3' 2 6'5 '/z 15.30 8.36 6.01 34 2416/35" Tempered Double 1/3" 11/16 Glazing Hun CADocuments and SettingASueUcal Settings\Temp\Window Schedule.doc Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 1(518) �61-8256 1. OWNER INFORMATION: ..................._.............................................................. 13 &JAe46-A. _.......................... Office UseLocation of installation: File P t No. Tax Map NJ y l 1i 5 i Fee Paid Owner's Name: I....................................._.....................................-..................................................... L Address: 3 v Z G,eN 2. INSTALLER'S NAME PHONE NO. 1 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total baily Flow 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 4: PARCEL INFORMATION: (circle applicable information&indicate meam�nts) Topoggphy Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at what depth municipal Rolling loam feet feet well Steep slope clay if well; water supp� %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 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: gallon(min. size 1,000 gal.) ' I Tile Field: each trench ft. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of,the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be,void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person bate • . ' :'1 triVlt pr �ZiteCil$1)ilt•�r ' S(!4Wcm illld Sewsige i)isImsstlAppoaulix C. t:1ts1�)it•t• ' t A'11.40 M I'•1 I O N I"1 F,11 A.) SIA)ARA'PIWN Il;l31t)1 REM PINTS' POND �bua� �� - • �u�" Ili.>v�s G cz � Z t .f '•� ��s�x,. j l�yxsRt't�� ....._..-� ROM) .....— i J I i i 7. !SIONAATURE &INFORMATIQ FOIZ k'Vi� l ss �+�-'•,�. �,�►.•.•.,...:, I I i Permit No. CJ "/ L Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 3t-7.36 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aveensbury.net Phone: (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 om leted and must appear on the application form. Qu Applicant/Builder r /!6kdam,Owner: Address: Address: ,fie Phone: 1,J S/- 69 9 3 ome Phone. Email Address: CIL � e� ef. mail Address: Cell Phone: IS711/9_063.5 Cell Phone: FAX Phone: /I INY,Rhone . Person responsible for supervision of work with respect to bujlding and codes compliance: Name: � - Address: Phone Location of proposed construction: Lot No. Legal Address: -3 Tax Map Number: Subdivision Name: Estimated Cost of Construction: $ �,o Proposed construction is for: Residential Use _Commercial Use f Name of Business: If proposed construction is an addition,what will use of new addition be? New Addition Alteration Proposed Construction 1<<Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ff. Sq. Ft. Square feet Height Ft.L In. 1C! Single-Family Dwelling Two-Famity Dwelling Townhouse Multifamily Dwelling Number of Units: Office ` Mercantile �. ManufacturingL � Other: r2.Cr- /� x p ` l Attached Gara a 1, 2, 3 K `1 3 ! 1.31 Type of Heating System: Electric, Oil, Gas, Wood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. _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 Director of Building and Codes, a As-Built Survey by licensed surveyor, drawn to scale, showing actual location of all ne onstructio Date: Applicant/Builder Signature: . The application of dated is he by pproved and permission granted for th con ruction,reconstruction or al erat' a b ding/a d or a es ry structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Per it.FORMS\Principal Structure Permit Application.doc (bAt, V:12/14/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 f Date received: ( 0 S NAME: C S�c( Ir�►�G �D LOCATION: 13 d " PERMIT#: aw 5-- T ?)L4 S SPk C�I Final Survey Plot Plan A roved Denied The attached fmal survey has been received by the Dept.of Community Development. Upon review the sREea has Craig own, Zoning Administrator No FECEIVED NOV 1 7 ' TOWN OF QUEY14BURY ZONING OFFICE L:\SueHemingway\Building.CodesJnspection.FORMS\Fina1 Survey Zoning Administrator.doc MAP REFE RENCE: HUDSON POINTE P.U.D. BY VAN DUSEN & STEVES DATED MAY 1994 LAST REVISED MARCH 6, 1995 FILED IN THE WARREN COUNTY CLERK'S OFFICE ON APRIL 5, 1995 AS INSTRUMENT NO. 44 PLAT CABINET B SLIDE 43 AV .r 3 \N s oo a �O�SE ti N otp 5ow /4L3 of NEW •►�,<Q, WSW C..y • emu+ F MAP OP A SURVEY" MADE FM i Ag"l at A air ""aw w� ?Am aub-aroma & ar wt TOVN OF Qt��.�,�t1s By R y �J p�R,RF►.1 . N.Y. Mar VW STAB 2040 M LAW 3, VLT "a�ill we AWN& w im Mawr r SCALE l 1 ��' 3 c• DATE l O�T. YAK WN AM wUla Q Ut idle SWAM ns Ka OWL t oeM�owm m[ we an oorRt' I m90 , a"Wom � W " VanDwen' �C StevesaffarW warms w A000iowz rlM UE i wla% XFAX gaol W wNNAM . LAND SURVEYORS•GLENS FALLS.M r= um aAama we =nnm►w a"■uM OILY *a rOu°l�aie wti x'�Y a mwaft me 40 N.Y. STATE LIG NM 35617 NOaew�at IM IM4 00NPii -d0%�iWAL Allow no Low=$=memo&M MONK as �e Ms Aare ar as L/arle«nwM• ; i Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 i Arrive: am/pm DepartT am/pm Date Inspection request received: 16 % &S Inspector's Initials: ,f NAME: /CG2+� — _ PERMIT#: a 7 LOCATION: j 3 OL14 �t.A,._c DATE: fD TYPE OF STRUCTURE: 7 Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen wateoight Safety lazing/Windq4 in staff ells s;fety glazxg Interior Smoke Dete ors: Every level: i E ry Bed om: Outside every bedroom ea: Inter Connected: J Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents A Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Oka to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: 2CIm/pm Date Inspection request received: _ Inspector's Initials: NAME: Aa.— PERMIT#: _.C-)U S LOCATION: DATE: TYPE OF STRUCTU : Comments Yes No NIA 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 �/•�� _�s. Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: a Every level: Every Bedroom: t, Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 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 As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL /f ?ermit No........................................Cert. N_ 8 9 9 91 Cut-in Card No........................ � r r'2p� rru -.................................................. Jwner.................................... ................. .............................. �ocation.....�3.... ...... ................................................. rl................ nstalla'on Consisting of.3-c.��t �-v�-c r 7 �l LL TGz' .................../............................ ...t............................... ..............................^.................................................................................................................................................... nstalledBy......?. .............................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is ;ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of mail' inspections at any time, and if its ides are violated,the Company shall have the right to r o Xlrtffl . ' )ate..... ©�.f%.!_.c ............ INSPECTOR... .............................................................................. nne...�.e.wi c o♦ i w c■ .J{1r, Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: AQ am/pm Date Inspection request received: 1 reii J ceived: I/Ojai., Inspector's Initials: NAME: e00 c6)M PERMIT#: J-W5- 141 LOCATION: _/,3 ur-t r2t DATE: TYPE OF STRUCTURE: �,D Comments Yes o N/A Building Number/Address visible from road V Chimney Height/"B"Vent/Direct Vent Location t Fresh Air Intake a1� 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors ,C 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 GL Ca ` Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate _QL�A Gas Valve shut-off exposed/regulator 18 inches above grade ` 1 --,5 Lw w Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight `fz Safety glazing/Window in stairwells safe la ' �� � Interior Smoke Detectors: /�+ ` t4__)V U4 Every level: Every edroom: Outside every bedroom a � Qn a� Inter Connected: Batteryback u : la �lN �W�► Carbon Monoxide Detector 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 r Bathroom Fans,if no window �� Plumbingfixtures v 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan IV F As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required o mot, Flood Plain Certification,if required r Okay to issue C/C or C/O Tem or /Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doe I L ar► '— Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm eDart: I pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: I 3 J-u w-r'� t— INSPECT ON: 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 r 15 minutes C, Insulatio esidential Check Commercial Check ro er Vent Attic Vent 14 Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace 2 � Duct work sealed properly No duct tape S� COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Framing / Firestopping Inspection Report 4rr Office No. (518) 761-8256 Date Inspection request received:Queensbury Building&Code Enforcement Arrive: am/ m Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 1 L'""k, PERMIT#: '� LOCATION: INSPECT ON: p TYPE OF STRUCTURE: Y N N/A Framing COMMENT Jac 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 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 LASueHernin-way\13uiIding.Codcs.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report'`"" Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart. 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: I �r^� PERMIT #: �! ��� / T LOCATION: I INSPECT ON: __ 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 ater Supply Piping Air) ir Head � G =�'� P.S.I for 15 minutes 1 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\Inspection Forms'Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Repo Office No. (518) 761-8256 Date Inspection request received: -7 Queensbury Building& Code Enforcement Arrive: am/pm Depart. a� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: z74,— / NAME: PERMIT#: 5 f�4 LOCATION: l .fir .t.,�� cL� INSPECT ON: o; TYPE OF STRUCTURE: ej Y N N/A COMMENTS Framing ae Studs/Headers , A��^' a �,� Bracing/Bridging �!� V`w 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 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 LASueHemingway\Building.Codes.inspection.FORMS\Framijig Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report. Office No. (518) 761-8256 Date Inspection request received: 713 S Queensbury Building & Code Enforcement Arrive: am/pAm \iDepart: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME:_ fi�Z� ��� PERMIT #: G 3 ^� LOCATION: INSPECT ON: 7 va TYPE OF STRUCTURE: Y N N/A Rough Plumbin it Plates t ents 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 1Wg—er-S-upply Piping r d 0 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\Inspection Forms`Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing /Firestopping Inspection Report t-W" Office No. (518) 761-8256 Date Inspection request received: 2`l o Queensbury Building&Code Enforcement Arrive: am/p D part: 1 m 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: ��U � C C1 M.b PERMIT#: 0_� � LOCATION: INSPECT ON: Z �� TYPE OF STRUCTURE: 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 Yz w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ,ce 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ Depart: , pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:�- NAME: ,��` PERMIT#: LOCATION: INSPECT ON: !_ — TYPE OF STRUCTURE: Comme is 1 Foo Y N N/A ti—in Piers l V 5 r /('9`� 1 7% ( i�4> Monolithic Slab CC ^�1 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 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 ckfill Approval i Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 12' p ►^"- Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 6v alp/ 0 Queensbury Building &Code Enforcement Arrive: m/p Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi s: f2 ` NAME: +40 U—c yY ,-G PERMIT#: SOS - 1 LOCATION: --- INSPECT ON: b , TYPE OF STRUCTURE: Comments _ Y. N N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I 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. L:1SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Ae rRESeheck Compliance Certificate By ateNew York State Energy Conservation Construction C REScheckSoftware Version 3.5 Release le Data filename:Untitled.rck PROJECT TITLE:Fitzpatrick Construction COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non Electric DATE:03/13/05 DATE OF PLANS:Mar 05 PROJECT DESCRIPTION: Single Family Residence DESIGNER/CONTRACTOR: Fitzpatrick Construction COMPLIANCE:Passes Maximum UA=329 Your Home UA=277 15.8%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 1622 38.0 0.0 49 Wall 1: Wood Frame, 16"o.c. 1456 21.0 0.0 68 Window 1: Wood Frame:Double Pane with Low-E 172 0.340 58 Door l: Solid 58 0.200 12 Door 2: Glass 40 0.340 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1622 19.0 0.0 76 Furnace 1:Forced Hot Air,89 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 Construction Code regniats. When a Registered Design Professional bas stamped and signed this page,they are attesting that to the best of hislhe-U&44g4 f,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer .s I�a'f 1 :Y b� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:03/13/05 PROJECT TITLE:Fitzpatrick Construction Bldg. I fit• Use I i Ceilings: [ ] { 1. 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 I Comments: I { Windows: [ ] I 1. Window l: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[ ]No Comments: I Doors: [ ) I 1. Door 1:Solid,U-factor:0.200 I Comments: [ ] { 2. Door 2:Glass,U-factor:0.340 { Comments: I { Floors: [ ) I 1. Floor 1:All-Wood Joistffruss:Over Unconditioned Space,R 19.0 cavity insulation I Comments: I I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,89 AFUE or higher Make and Model Number i I Air Leakage: [ j { 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 I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 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. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] ( Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ J ) Supply ducts in unconditioned attics or outside the building must be insulated to R 11. [ l I 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. [ ] ) 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 I (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted- Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). [ ] ) Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ J ) Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ j ) The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] ) 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 provisions of the Building Code of New York State,the Residential Code of New York State or i the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters 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. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ J I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: ( ] ) 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. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. 5 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 lotUp 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 HVAC Pipes. Fluid Temp. insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 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) _ _ . . —11. To:518 654 6993 P.2.2 VISION ENGINEERING AND CONSTRUCTION, LLC 10 Kimberly Lane Phone(S 18)792-9264 Que"sbury,NY 12604 June 2, 2005 Sean Fitzpatrick Fitzpatrick Construction RE: 13 Luzerne Road, Queensbury Roof Design As requested, I have completed an analysis of the current roof design for the residential home noted above. The approved drawings show a tied rafter roof design, with 202 rafters spaced 12 inches on center and 24 ceiling joists which span to an interior bearing wall. The home is 32 feet deep and has a roof pitch of 8:12. Based on structural calculations referencing the above information, it was determined the rafters with a horizontal span of 16 feet,ground snow load of 70 psf, and a dead load of 10 psf could be changed to 2x12 at 18 inches on center. Thank you and please do not hesitate to call if you have any questions or if you require any additional information. Sincerely, r'� Daniel Ry P.E. dT- Nir--- �P w R �0 ! u .(J 0 0P L, Profe6sional Seal Quafity 0 Experience ■ Service ■ Teannwork I O:'lts b'4 Mjto r'• f VISION ENGINEERING AND CONSTRUCTION, PLC 10 Kimberly Lane Phone(518)792-9264 Oueensbu►y,NY 12604 June 2, 2005 Sean Fitzpatrick Fitzpatrick Construction RE: 13 Luzern Road, Queensbury Roof Design As requested, I have completed an analysis of the current roof design for the residential home noted above. The approved drawings show a tied rafter roof design,with 202 rafters spaced 12 inches on center and 2x6 ceiling joists which span to an interior bearing wall. The home is 32 feet deep and has a roof pitch of 8:12. Based on structural calculations referencing the above information, it was determined the rafters with a horizontal span of 16 feet,ground snow load of 70 pef, and a dead load of 10 psf could be changed to 2x12 at 16 inches on center. Thank you and please do not hesitate to call I you have any questions or if you require any additional information. Sincerely, Daniel Ry P.E. OF NF' A� W.'9�0 i u .t! Professional Seat Quality ■ Experienre ■ Service ■ Tearri"lk