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2007-715 TOWN OF QUEENSBURY (2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070715 Application Number. A20070715 Tax Map No: 523400-290-017-0002-006-000-0000 Permission is hereby granted to: AMEDORE LAND DEVELOPERS LLC For property located at: 8 B OGART Ct 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: SCHERMERHORN RESIDENTIAL I 536 BAY Rdg Suite 2 Fireplace UEENSBURY,NY 12804-0000 Garage- Cars Attached Q Townhouse e $100,000.00 Total Value $100,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-715 1550 SQ FT TOWNHOUSE WITH 537 SQ FT ATTACHED GARAGE AND 1 FIREPLACE $270.70 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,December 04,2008 (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 Tbwri dt Quee bu j,, //Tue daj, December 04,2007 SIGNED BY r-`` � for the Town of Queensbury. Director of Building&Code Enforcement /_._._._._.. _..rr.____,___-.r..er-...-.._...r....-r--------------------- ,.._., r.._r._-.-_..... ..r..s OFFICE USE ONLY ' TAX MAP NO. PERMIT NO. FEES: PERMIT RECREATION 6 ')_ENGiN�EERING 3 3 (if applicable) 0 0 PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION 1S SUBJECT TO REVIEW BEFORE ISSUA E OF A VALID P RMIT FOR CONSTRUCTION. APPLICANT/BUILDER: I M45;8" GAS j4C OWNER: ADDRESS: Z920 &Jf f- �y� / lI ADDRESS: 1 r i 27�3 sV ��Cv -IWO PHONE NOS. PHONE N S. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: PHONE: 1 Z30 LOCATION OF PROPERTY: oq At7- C7 SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT 0 d w U. APPLY TO YOUR z F= W O to Y) W PROJECT 0 OO OJ 1= W -� a = _ LL WMz SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE l S 5 3 1 02697 2,0 ' BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER 1F COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: l_Q 060 FUEL TYPE: lv HEAT TYPEJL, 6,}5 *HOW MANY FIREPLACE(S): r AND/ OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? i✓D IS THIS A HISTORIC SITE? G PROPOSED USE OF BUILDING OR ADDITION: *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury - Community Develuvment Office - 742 Bay Road, Queensburu, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read an gree to a abo Signed ` ` 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) ...................................................; ....._....,.....,----.. 00 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 oo described herein in accordance with said 00 0 ; zoning Laws of the Town of Queensbury. Application: / '0 ' ' ' 1 0 00 ' , 4 , 00 , 0 0 ' 0 ' , , 0 0 BUILDING &CODES APPROVAL ; ZONING APPROVAL , DATE DATE , o 11 QUESTIONS? CALL 761-8256 OR EMAIL codesft-gueensbury.net Office Use Only VISIT OUR WESSITE FOR MORE INFORMATION rv. Operating Permit Issued: Yes No www.gueensbu net Occupancy Type: �Z. Construction Classification: V Assembly Occupancy Limit: Special Conditions: Town of Queensburyj • Community Development Office • 742 Bay Road, Queensburyj, NY 12804 Check Residential Plan Review: One& Two Family Dwellings `/N/ A " (2)Full sets of plans 1 - / Over 1,Duu sq. ft. —Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: endow 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 esidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required Jpin 10'Exterior Grade g Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where d Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls s At Exterior Doors irway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise Winder Run and Rise �, iral Not Allowed From 2 Story ke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance all Width,36"min. �pidrails More Than One Riser On Open Sides ling and Guards>30"/Basement Stairs Included/Closed Risers More Than 4 in Ht. Vj$afety Glazing Notes For Required Areas vrarage Fire Separation arage Floor Sloped Attic Access ,111Aoof 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 " OFFICE USE O LY ( __ ---------------------� TAX MAP NO. PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK ; _ ____._r______________________________r____._.____.___-__r_.____.__� A_-____________.___-r_• 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: A-\�,,e INSTALLER: ADDRESS: Ae ✓r'( ADDRESS: PHONE NOS. ' PHONE NOS. LOCATION OF INSTALLATION: 4,e 1 5:.7 NO.OF RESIDENCE INFORMATION: BEDROOMS YEAR BUILT X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom = 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? ✓ DOMESTIC WATER SUPLY: Municipal Well (If well: Water supply from any septic system absorption is ft.) ✓ PERCOLATION TEST: Rate is per minute per inch. (Test to be completed by a licensed professional engineer or architect.) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. co desftueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Signature of Person Responsible Date Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury,NY 12804 B 5-LGL 6/06 s cl Community Development OfficeTozon of Queensbury - -12 Bau Read '1_buru, Net.' l •12811-? ; AIarilyn Ryba. Esecuttue Director • DaulJ Hatirr, j Bllildirig v C01,5 Glrig Brouni, Zonlnc 9dminisirai n IN INDOlV SCHEDULE JOB SITE/ADDRESS: _�)d l DAT=: �� l 1 — - OWNER: APPLICATION NCI.: UNIT OR GEAR CLEAR WINDOW- WINDOW STOCK ROUGH RO(GH SQ FT. . OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER WINDOW OPENING OPEflIWG EGRESSlCLEAf'. HEIGHT LETTER NAME hiODELTYPE CALL WIDTH HEMHT VENT OPENING VIDTH IN INSTRUCTIONS ON PLAPJ_ SIZE INCHESS INCHES C ? It DO 3 5 3�5✓ �� C�,a (�, c� 3 �� d(0 `1,4 I- q 114 5� 14 Cif 2 C1, 0 �10 v?�' ---------------- ------- Cornlaaunity Development Office ; own.of Queensburi; Bay Road • Queensbun/. Wert York -12304 `f,Z7711pi Ryha, E ecutWe Director- Da.>ui Flatin, Direclor of Builditra & C bides ; raia Brown. Gonirzoo Administrator ------------------- - - --- BUILDING PERMIT CALCULATION SHEET: 715 NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS REQUIRED ACTUAL ACTUAL LIGHT REQUIRED SQUARE FOOT AREA OF ROOM IN LIGHT VENTILATION HABITABLE ROOM SQUARE FEET 8"OF ROOM AREA SQUARE VENTILATION-4% SQUARE OPENING FOR REMARKS FOOTAGE OF ROOM AREA FOOTAGE EGRESS i o 11�.0 I q, c.p col. W \�! `✓.a✓ Q F w1 iP �i �r �y 1 QUESTIONS? CALL 761-8256 OR EMAIL codespgueensbury.nek VISIT OUR WEBSITE FOR MORE INFORMATION www.guensbury.net S 10-LTR 11-20 3 .P Queensbury Building & Code Enforcement - Residential iF naf Inspection i f ,4o. (518)761-8256 Arrive: am/pm Depart: am/pm nspection reque t received: Inspector's Initials: AE:' A" i� - PERMIT#: 7A- 0;4c-- CATION: DATE: — !PE OF STRUCTURE: Comments: YW No WA 4' Building Number Address visible from road Chimney /'W Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent th h roof minimum 6 inches Roof Complete/Exterior Finish Com Platform at all exterior doors G]� Handrail 4 or more risers Guards at stairs,decks,patios more than 30 irxfies above grade Guard at staWwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall interior/Exterior Railings 34 incies to 38 inches Deck Brad I Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-of e /regulator 18 inches above grade Interior privacy I trim I doors I main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Wirldm in stairweft safe Interior Smoke /Carbon)3onoAk4wDetedors, Every level: EvcWf Bed Outside every bedroom rea: Inter Conrreded: 4 backu Attic access 30 inches x 22 inches x 30 inches in acoessible area Crawl Spaces 18 inch x 24 inch access,1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-0ff within 30 feet or within One of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pdched Garage fireproofing/%hour fire door/door dower Dud work Sealed property Vz Gas Logs in Sealed or Glass Enclosure Final Electrical Id Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Fomns\Buiiding&Codesllnspecltion FormMesidential Final Inspection Form revised_100405.dw,Revised January 7,2008 MAP REFERENCE: HAVILAND ROAD 5UBDM51ON BY VAN DUSEN + 5TEVE5 DATED OCTOBER 14. 2005 LAST REVISED MARCH 16. 2006 LOT 4 H.O.A. LOT 5 ca ti 2 STORY WOOD FRAMED TOWNHOUSE COVERED CONCRETE PORCH LOT 6 10,092. 76 sq. ft. 0.23 acres 2 STORY WOOD FRAMED o TOWNHOUSE 40.62' 6g,05 �r �►"� LOT 11 CRUSHED STONE 1� p DRIVE 1 0 w L=121 . R=2050.00 �j LOT 10 LOT 9 C' LOT 7 LOT 8 .f LAND Date1 Aprlt 13, 008 usi y UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY Scale 11=20'a �� MAP SEARWC A LICENSED LAND SURVEYORS SEAT.IS A Map of a survey made for VIOLA7M OF SECTM 7M,SUB-DIVISION 2,OF THE P P C NEW YORIN STATE EDUCATION LAW.' v �./ ^J 'DIAY COPIES FROM AI.OF THE OF SUHISRVEYORS SERVES MARKED NTIII AN OItlaNAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TREE COPIES,' �. 1 'S SURVEY WAS INDICATED IN HEREON DM=,HAT ADOPTED Joseph F. V o l l a r o j, THIS I NG CODE PREPARED IN ACCORDANCE w7H THE Land Surveyors °Y THE I" OF PRACTICEA FOR LAN OF PROFESORSSIONAL IONAL BY THE NEw ram STATE ASSOOATION a PRaEssoNu LAND SURVEYORS.SAR)CERTR7CA=H5 SHALL RUN ONLY TO THE PERSON FOR W M THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY.ODYER NIUMAL SHEU 1 OF 1 169 Haviland Road Queensbury, New York 12804 AGENCY AM LEWNG 1HS71TUTION LI5TFD HEREON.NO Town of Queensbury, Warren County, New York THE A=M*ES Of THE LENDM��,.' Vollaro 518) 792--6474 New York Lic. No. 50135 N0. T DATE DESCRIPTION DWG. NO. 05146-6 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ��d NAME: LOCATION: D PERMIT#: — Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has Craig hop<Zoning Administrator Notes: L:LSueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Town of Queensbary Fine Marcia! 742 Bay Road Qaecasbary,NY 12804 761-SM/7614096 fax 74541437 Factory Beat Gas Fireplace/Stove Inspection Report Notice: New York State mgnires that all UL Listed,factory bwk app4anees be mob"according to the itstrudioas and spedcatians cued A the Dian Mammal a000s panying tie appianoe.No deviation frva the -chimes iasbuctieos or specificatious is mowed. # _ Sciedrde IaspoGioa1 ' ,,-- xmme,�&— aim pat mmythme Inspector`s (aine 4Ur-�— Address I NANOI Foal ►*Nanee Mandacttrr+er �— Mudd# S�-. ' �© ,fz—\P I'C Xrect Vent Factory Built Cbmmwy Fbu be Doabk Wm Triple Wail Inwdarted Yes No N/A Casrurrdsbs Moor Protection V Clearances to Combustibles(all sides) FitYstop(s) or Vertical Chase Y Wall rtme rarm, Ad/ Vent Clearances to Combustibles Vent/Chimney Termination CfMminey bng%t mat be 3 feet above neat' pawration;2 fed above say bible coustruetion WWI&10 heed Gas Shut—'Valve Combustion Air Hearth Extension(if any) Nlautd Reiglat above Up Witness Operation Tang Placement(if LAP WYIe-twIlOng Deli link-Rm MwAd Foundation Inspection Report Office No.(518)761-8256 Date Inspectiow"tiest received: Queensbury Building&Code Enforcement Arrive: -L,b am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials: J NAME: c - PERMIT#: f LOCATION: INSPECT ON: TYPE OF STRUC 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 Dowe place Foundatio vn Foundation Waterprooft F ting Drain Daylight or Sump Footing Drain Stone: l inch width inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM I o -- v�- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LD LOCATION: INSPECT ON: TYPE OF STRUCTURE: - -�..'� Y N N/A Rough Plumbing J 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 5Q.e,5,I for 15 minutes N/111risulation 2 Residential Check Commercial Check Pro er 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: t � ? �— �` ' LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Re rt Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm pa am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: —�7 NAME: PERMIT# LOCATION: INSPECT ON: --0� TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing ccess 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more ,+ Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate —�' 1 % w 16 gauge 8 18D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 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's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilinatwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (IM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-0M&►il ing&Codesllnspec Lion FortraTmning Firestopping Inspection Repat.doc Revised Jwwary 7,2008 Framing / Firestopping Inspection RC ;pD/o rt Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:; wit t t\' I NAME: f ' PERMIT# LOCATION: INSPECT ON: TYPE OF STRUCTURE: 1 Y N WA COMMENTS: Framing ss 22"x 30" minimum Jack Studs/Headers Bracing f Bridging Joist hangers 1 , ti 1�, 1 Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %W 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft.floor trusses ' Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wail 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. (Vie 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Form-01-Muilding&CodesUnspedion ForrnaTraming FinestOpong inspection Repoltdx Revised January 7,2008 Rough Plumbing / Insulation I s ection Report p p Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: PERMIT #: LOCATION: ; INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plwnbin Nail Plates m Wng Wt/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation In ection Report fD Office No. (518) 761-8256 Date Inspector bequest received: Queensbury Building Code Enforcement Arrive: ! i a� rrtlpDepart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial : i, NAME: a PERMIT #: ) ­7 / LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N/A _Rough Plumbing I Nail Plates Plumbing VentlVents in Place 1 V2ino-mmifirnum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction P =rai re t /Ve Air I ead 5 P.S. . r 10 ft. above highest connection for 15 minutes Pressure-Test WatCea�d up ly Piping Air/50 Por 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 / 1 /� f_"_ Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection st r iv Queensbury Building &Code Enforcement Arrive: rt: Z�m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: APIA-e-4 ERMIT# LOCATION: ' INSPECT ON: - TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jade Studs/Headers Bracing/Bridging Joist hangers Jade Posts I Main Beams Exterior sheeting nailed properly 12T 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 '/z w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses on center ice and water shield 241 inches from wall Ir on , 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 518 inch Type X Garage side 5/8 inch Type X Ceilin II Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLDNBui1ci ft&CodesUspection FormsTnarring F'uestopping Irspedion Repotl•dx Revised J$nUWV 7,20M l r Framing / FirestopP ing inspection Repo Office No. (518) 761-8256 Date 1 'on i Queensbury Building&Code Enforcement Arrive: a part: pnom 742 Bay Road, Queensbury, NY 128N inspector's India `" NAME: "` ERMIT#. LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N WA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 6 ft. or less on center Ice and water sh Id 24 inches from wall _ on 1, 2, 3 hour Fire wail 2, 3, 4 hour � -�� 1� ,�`f'S`�r 1 au 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 LABuilding&Codes Forms-oLDSuiiding&Codesmnspec#ion Forms Framing Firestopping lnspedian Reportdoc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm J am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �J NAME: PERMIT t LOCATIO .cam INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS: Attic Access 220 x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Wails Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses An \ft. or less on center Ice and water field 24 inches from wall 14 i A' "4 / ration 1, 2, 3 hour /' Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side h inch or 518 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&CodesYnspedion FortnsTranting Firestopping Inspection Reportdoc Revised January 7,2008 Framing / Firestopping In;4e tion Report Office No. (518) 761-8256 Date InsCti request received: Queensbury Building &Code Enforcement Arrive: Uam/ De am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's I ials: �-- NAME: -' PERMIT#: LOCATION: r _ INSPECT ON. - -� r, TYPE OF STRUCTURE: Framing Y N N/A COMMENTS: Attic Access 22" x 30" minimum Jack Studs 1 Headers Bracing 1 Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses or less on center �/c'j�/� Ice and water eld 24 inches from wall 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 518 inch Type X Ceilin !wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLMSuilding&CodesUnspedion FomsTrarring Firestopping Uispection Report.doc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date In Z request received:Queensbury Building&Code Enforcement Arrive: am/P1n� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. � NAME: Aye, eal�r-e tf`� PERMIT#: 7 LOCATION: L 0 T Z INSPECT ON: 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 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 Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(51 )761-825 Date Ins 'tioq request received: Queensbury B ilding& ode Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Q ,NY 12804 Inspectors Initials. NAME: _ .14AAktDO�� PERMIT#: LOCATION: - C Alz% INSPECT ON: i 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 1A 1— Foo ' Drain Daylight or Sump (f 1 F ting Drain Stone: 12 inch width ((�� ches above footing 6 mil poly for wet areas under slab ��'"` acid ll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: d�1�C1�' 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing F ting Drain Daylight or Sump Doting Drain Stone: 12 inch width 6 inches above footing y' / 6 mil poly for wet areas under slab �! Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 'j-- 16an- Foundation Inspection Report Office No.(518)761-8256 Date Ins t�n request received: _ Queensbury Building&Code Enforcement Arrive: - 4%am/ m Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors-- nspecto 's Initials NAME: PERMIT#: 07 - / /-� LOCATION: r INSPECT ON: ti 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 Dam roofM— IA Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width / 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Insr do request received: Queensbury Building&Code Enforcement Arrive: p art: am/pm 742 Bay Rd.,Queensbury,NY 12804 InspectoW ial NAME: 1' - PERMIT#: Q K LOCATION: INSPECT ON: 4�—>=7—l TYPE OF STRUCTURE: CZ 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 conjft!his Mate ' s on site. Founds 'on/Wallpour Reinforce Pla Footing owels r Keyway in place Foundatio pprooftng Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date In specti request received: Queensbury Building&Code Enforcement Arrive: 2 am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r�4= NAME: o�1G PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUC 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 o els r Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM rya A j - - Foundation Inspection Report Office No.(518)761-8256 Date In Lion request received: Queensbury Building&Code Enforcement Arrive: p '� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: Amedo PERMIT#: f LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments► Y N N/A Footings Monolithic Slab f,. Reinforcement in Place - f : The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this puWse on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Townhomes at The Havilands Report Date: 11/07/07 Data filename: K:\RESCHECK\havilands\8Bogart.rck Energy Code: New York State Energy Conservation Construction Code Location: Warren County,New York Construction Type: Multifamily Heating Type: Non-Electric Glazing Area Percentage: 6% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 8 Bogart Ct. William Balogh Queensberry,NY 12804 Amedore Homes Inc. 1900 Western Avenue Albany,NY 12203 518-456-1010 wbalogh@amedorehomes.com .• Cavity Cont. . - --Valuee.. Ceiling 1:Raised or Energy Truss: 1676 30.0 0.0 54 Wall 1:Wood Frame, 16"o.c.: 1602 19.0 0.0 87 Window 1:Wood Frame:Double Pane with Low-E: 76 0.350 27 Door 1:Solid: 56 0.280 16 Door 2:Glass: 21 0.310 7 Basement Wall 1:Solid Concrete or Masonry: 1388 11.0 0.0 96 Furnace 1:Forced Hot Air:90 AFUE Air Conditioner 1:Electric Central Air:13 SEER 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 requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Company Name t SSZ Townhomes at The Havilands Page 1 of 4 AV, AW Ilkf r REScheck Software Version 3.7.3 LLJ Inspection Checklist Date: 11/07/07 Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.0'bg/7.8'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ 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. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ 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. ❑ 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 the building plans or specifications. Duct Insulation: Townhomes at The Havilands Page 2 of 4 ❑ 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. ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. .Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Fireplaces: ❑ 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 the New York City Building Code,as applicable. Service Water Heating: ❑ 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. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. 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. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Townhomes at The Havilands Page 3 of 4 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 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25'to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Townhomes at The Havilands Page 4 of 4