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2008-419 TOVN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 4S Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080476 Date Issued: Thursday, April 23, 2009 This is to certify that work requested to be done as shown by Permit Number P20080476 has been completed. Location: 20 SUNSET Trl Tax Map Number. 523400-266-001-0002-061-000-0000 Owner. MERILE & EMILY LATTERELL JR Applicant: MERILE & EMILY LATTERELL JR This structure may be occupied as a: Residential Addition By Omer of Town Board TOVtN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the o 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 Enforcement 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: P20080419 Application Number. A20080419 Tax Map No: 523400-308-007-0001-067-000-0000 Permission is hereby granted to: TRA-TOM DEVELOPMENT INC For property located at: 131 RICHMOND HILL Dr 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: TRA-TOM DEVELOPMENT INC 677 STATE ROUTE 9 Fireplace GANSEVOORT,NY 12831-0000 Garage Attached Single Family Dwelling $350,000.00 Total Value $350,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-419 3121 sq ft single family dwelling with 576 sq ft garage and 1 fireplace $432.12 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, September 05,2009 (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 f Que buW1 da September 05,2008 ,�SIGNED BY "'u /17 for the Town of Queensbury. Director of Building&Code Enforcement Marshal's Office ; Q�ire own of Queensbury • 742 Bay Road • Queensbury, Nezo York •12804 x alp Michael J. Palmer,Fire Marshal■Gary Stillman, Deputy Fire Marshal APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT `NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. T1__ _, C OWNER: I VVACL'2) �Q✓(�r�� S INSTALLER/BUILDER: T, a+� ADDRESS:...La 1 iza )cC 01 � iVl�Ll rYN�ADDRESS: S 4 V'._1C PHONE NOS. S --6- PHONE NOS. LOCATION OF PROPERTY: 1 711 IG c ►�lSr�c� (SUBDIVISION NAME: ��nvv"Iv'v=Y- kN LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTA ��ION. F-I 1 V\,G,- CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: CiV 1f)A 0 C4& PHONE: ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE, FACTORY BUILT* 1EFIREPLACE, MASONRY FURNACE (GARAGE ONLY) *IF FACTORY BUILT, PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. LISTED BY: NUMBER: QUESTIONS? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshal0gueensbury.net MASONRY" CHECK ONE ✓ VISIT OUR WEBSITE TILE STEEL SIZE IN; FOR MORE INFORMATION INCHES www.gueensburv.net FLUE CHECK ONE ✓ DOUBLE TRIPLE WALL INSULATED DIRECT V CHIMNEY WALL LINER CHIMNEY MATERIAL CHECK ONE ✓ **IF NON-MASONRY, PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION& BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Check Residential Plan Review: One &Two Family Dwellings Y/N/N (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 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 Foundation Drainage On Plans, if required 6"Drop in 10' Exterior Grade Framing 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 Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise Spiral Not Allowed From 2 Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers 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 Outside Lowest Sleeping Area, On Every Level& Interconnected Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed For an EPA homeowner's guide: hftp://www.eipa.ciov/npdes/r)ubs/`homeowner guide long customize pdf OFFICE USE ONLY 5i e TAX MNO PERMIT NO.06'WLIT FEE APPROVALS: ZONING TOWN CLERK { ---------------------- APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. 6 OWNER: J V —t31`m� C�yoY\-11___ INSTALLER: ADDRESS: f.0 Ole PHONE NOS. _ � i PHONE NOS. LOCATION OF INSTALLATION: 3 1�—I V1 YV1Uy- 4 �_ I_) r t V RESIDENCE YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older X 150 gallon per bedroom = 0 GARBAGE GRINDER 1981-1991 0 X 130 gallon per bedroom = 0 INSTALLED? 1992-present X 110 gallon per bedroom = 0 SPA OR HOT TUB INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE SLOPE % ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? �� BEDROCK/[MPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC T R SUPLY: Q MUNICIPAL WELL (If well:water supply from any septic system absorption is:( ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE 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: �0 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. SY TEM TYPE: , ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench SS' 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 QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codesftgueensburv.net Sanitary Sewage Disposal Ordinance. /^� VISIT OUR WEBSITE FOR MORE INFORMATION ,} www.gueensburV.net Signature of P on Responsible to a: Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 ..-..-...-•-•-•-•----••------- -•---.....`-------------------- ---- f--------- ---------- FF`I�E USE ONLY TAX MAP NO. PERMIT NO. 0�'_ 07, FEES' ERMIT�� RECREATION ENGINEERING ; - -7Y, (If applicable) ' ' ------_fe_ -------------------------------------------------- ......... PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: g/LwL. OWNER: V I k D rn Q6,Ln" . ADDRESS: (, 6)1 nScIA64DRESS: PHONE NOS. / � � SS�S�� _ PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: U PHONE: 7 _36, LOCATION OF PROPERTY: l L dNM04 hrS SUBDIVISION NAME: ' I Y PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR O Z Cj w LL LL PROJECT O Q O O U) U)f=W LL O Oz o "' oLL " " _ O - z w 0 - d °z C7 E- h- O H W w- Z Q Q !n N(n O LL I-- U- Q. 2 Ca SINGLE FAMILY /2J a / ?, L i TWO-FAMILY MULTI-FAMILY(NO.,) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL �I / ATTACHED t GARAGE(103) �. OTHER Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 W COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: \ ESTIMATED CONSTRUCTION COST: U (')G F TYPE: 1 �� HEAT TYPE? f✓-*HOW MANY FIREPLACE(S) AND/OR WOODSTOVES(S): ZONING CATEGORY: " " ARE THERE WETLANDS ON THIS SITE? O IS THIS A HISTORIC SITE? Ik-) y PROPOSED USE OF BUILDING OR ADDITION: ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? *Please complete a separate Application for`Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read an agree to the above. Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codesftueensbury.net systems) (: VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.gueensbury.net required permits, the permit process, application requirements or to schedule an appointment) _ -------------_------_____________ This application /proposed action described % ; Permission is hereby granted to the above herein is found to be in accordance with the , Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. o herein in accordance with said Application: 10 110 , ZONING APPROVAL DATE 0o BUILDIN ODE A A DAT ,, `., Town of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY 12804 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: l a 3 NAME: 'FA-0Y\, LOCATION: 1 I PERMIT M - 'l 0 Final Survey Plot Plan ARProved Denied The attached final avrvey has been received by the Dept.of Community Development. Upon review the sure Craig gown,Zoning Administrator Notes: L:\SueHemingway\Buildmg.Codes.Inspecdon.FORMSTinal Survey Zoning Administrator.doc Yo MAGNETIC 368W 0 9 1l ' N Zpp,pO w w G3.41' NOTEI NO DRIVE AT TIME OF SURVEY 2 STORY v to WOOD FRAMED W HOUSE Ck O a cc z 0 0 LOT 1 N !a a N � UT Z O , O tv O O LOT 20 30,423 sq.ft. 0. 70 acres W UTILITIES A 200.000 S08043'00 Ow A 0 LOT 23 LOT 22 C. STD 3 c �� �*^c � �� l► tAN Date, JULY 30, 200 a1RIAUIHOItlgA AL70ATM OR ADDITION TO A SURVEY • /MAP BEARING A LICENSED LAIC SURVEYORS SEAL IS A Map of a Survey made for Scale 1 =30 VIOLATION OF SECTION 7708.SWOVISNTN z.OF Na NEW YORIK STATE MICADO14 LAW S t e v e s MARKONLYED COPIES FROM THE ORIGINAL OF SUHISRVEYORS SLIRVEY VEYORS S- 1 rARKED WITH AN ORIGINAL a THE LAND SURVEraRs sM SMALL BE CONSIDERED TO BE VALID TRUE CMM* -S SUWVWAS PREPARED IN ACC DANCE THAT Thomas J. Farone and Son Inc . Ms SURVEY WAS PRACTICE O ACCORDANCE SL DE wTH THE Land Surveyors °°��`°"��F°"`� PROFESSIONAL ' Br THE NEW rant STATE ASSOCIAl10N a PROFESSIOIIAL LAND SURVEYORS.SAID CERTIFICATIONS 94AM RUN ONLY m THE PERSON FOR w,ON THE"VEY IS PREPARED.AND 2 4114109 HOUSE LOCATION SHEET OF 1 at HIS BEHALF To THE TITLE coNPANY.DOVERIBIENTAL 169 Haviland Road Queensbury, New York 12804 Ate"SS WOW O THE LENDING LISTED"°�°"'A"° Town of Queensbury, Warren County, New York 1 8126108 MOVE PROPOSED HOUSE ro THE AssalEEs of THE LENDING INSTITUTION.* FARONE (518) 792-6474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 02080 LOT-20 `.I Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am Depart: am/pm 742 Bay Rd., Queensburry, NY 12804 Inspector's Initials: NAME: ! �r PERMIT NO.: LOCATION: ; INSPECT ON: Z RECHECK: Comments and/or diagram Soil Type: Sand Loam/ Clay Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size-t— Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built V Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear Sotem Use ' t . Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc NACE ENGINEERING., P.C. ` 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 C1 2 April 14, 2009 Job#46170 New York State Dept. of Health 77 Mohican Street Glens Falls,NY 12801 RE: Barringer Heights Subdivision- Queensbury(T) 131 Richmond Hill Drive (Lot#20) - Septic System Dear Sir/Ma'am: This letter is to inform you that we inspected the completed septic system for the house on 131 Richmond Hill Drive (Lot#20) in the Barringer Heights Subdivision on April 14, 2009. The septic system as installed was for a four bedroom house and consisted of a 1,250 gallon septic tank and 225 lineal feet of absorption trench constructed with stone and perforated pipe. The system conforms to the requirements of the approved subdivision design drawings. Please call me if you have any questions or concerns. Sincerely, homas R. Center Jr. , PE cc: Dave Hatin, Town of Queensbury Tom Farone Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive- aat/pm ,Dpart: am/pm Date Inspection request received: _ Inspector Initi , NAME: r kl-o kk—, PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: 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 watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area Inter Connected: / Battery backup: Carbon Monoxide Detector ` Bathroom Fans,if no window Plumbing fixtures a 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/1/4 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 Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot PlanU `+I As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Oka to issue C/C or C/O Tem orar /Permanent L:\PamW\Building&Codes\Insvection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection 1 � /1� Office No.(518)761-8256 Arrive: 4 am/ art: am/pm Date Inspection request received: Inspector's Initials: =t! /� ` NAME: rRDNI(f— PERMIT#: 0 , — q1 LOCATION: fc,�,, t mac_ DATE: Z TYPE OF STRUCTURE: Comments Yes No 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 Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp, 110 Enclosed Stairs Sheetrock Underside minimum Yz"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/.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\lnspection Forms\Residential Final Inspection Form revised 100405.doc 0 Queensbury Building & Code Enforcement - Residents I Final Inspection p Office No. (518)761-8256 Arrive:I- - �am/pm , Depart: am/pm Date Inspection request received: _ Inspector's Initials: NAME: r PERMIT#: ' LOCATION: DATE: TYPE OF STRUCTURE: Comments: _ Y No NIA BuildingNumber 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 _ Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batterybacku : Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 .ft.-150 s ,ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/insulation Certification Floor truss,draftstopping finished basement 1,000 s .ft. Emergency ress 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheefroclk Underside minimum'A'Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed ro ri Gas Logs in Sealed or Glass 0clos0re Final Electrical Final Survey Plot Plan W`r Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding ��S " �f L►�)k As Built Septic System/Sewer Dept. Inspection Sticker , Site Plan /Variance uired � � '�� ArYW-vV Flood Plain Certification,if r uired Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Formsl8uilding&CodeMinspection FormslResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6126/08 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspectiop.rdquest received: Queensbury Building &Code Enforcement Arrive: '0' 1') am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 inspecto4's Initials: NAME: PERMIT#: LOCATION: t INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing , Attic ccess 2T x 30' minimum Jack Studs i 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 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 4 hour Firestopping algid 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 Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fornm9XD\B KMq&CodeMinspection►FomIsTrarning Firestopping Inspection Report.doc Revised January 7,2006 Rough Plumbing / Insulation Insp tion Report 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:. C' ; NAME: ��-� �'-- PERMIT#: LOCATION: ` INSPECT ON: -- i TYPE OF STRUCTURE: Y N NIA ,(Rough Plumbing/ N it Plates umbin V ents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.1 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 Queensbury Building & Code Enforcement - Reside I Final Inspection Office No. (518)761-8256 Arrive: T-Carnlpm, Depart: am/pm Date Inspection request recei ed: Inspecto 's Initials: NAME: PERMIT#: �- LOCATION: h-1 DATE: TYPE OF STRUCTURE: Comments: Yes N N/A 4" Building Number Address visible from road Chimney Height!"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs decks patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicamed Ramp Compliant Grade awa from foundation 6 inches with 10 feet % 6 inch clearance to sill plate Gas Valve shut-off exposed/re ulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen waterti ht Safety glazing/Window in stairwells sq§A glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches (height) in accessible area Crawl Spaces 18 inch x 24 inch access 1 ft:150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress 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 operatiM Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fire roofi /%hour fire door/door closer Duct work Sealed properly Gas Loge in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc fault Breaker in Bedrooms Flex Gas PiDe Bonding As Built is System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 1 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 Septic Inspection Report Office No. (518) 761-8256 Date Inspection rAuest received: Queensbury Building &Code Enforcement Arrive: Sam/)M Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector' Initials: llr y NAME: ^ ., PERMIT NO.: f' r ' L... / LOCATION: j' INSPECT ON: '— ) RECHECK: Comments and/or diagram Soil T d Loam / Clay Type of water: M-01cipW Well Water Waterlifte_se_paf6tion distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ✓`" ft. Size of Stone See a e Pits: Number Size: x Stone Size: Piping Size . T e Building to tank 4,0yJ Tank to Distribution Box � Distribution Box to Field Pit t+ u Opening Sealed: 'Y N End Ca -Y N Inlet/Outlet Pipes &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan _Y Pr �,���j t ��� • .��� Engineer Report and As-Built Y_N Location of$ystem on Property: d y \ Front Rear Left Side Right Ade Middle Front Middle Rear S%ts em Use to Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Rough Plumbing / Insulation Inspec ' n RepooL-&�" ' Office No. (518) 761-8256 Date In e Qp request received: Queensbury Building &Code Enforcement Arrive:C - U am/ r�� rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect is Initials r li NAME: r-V cc)I, q PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/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 r 15 minutes Insulation/ Kesidential Check/Commercial Check �milar 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.revlsed Nov 17 2003, revised February 15,2005, revised January 7,2008 r if Rough Plumbing / Insulation Inspii6ii 6rt Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: LAAL�' NAME: PERMIT #: LOCATION:_ INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place I % 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 50 P�Sl for 15 minutes Insulation R6sidential Check/Commercial Check imilar Exterior Sealant Proper Vent, Attic Vent VA I Door/Window Sealed No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly o duct to COMMENTS: Rough Plumbing Insulation Repottrevised Nov 17 2003, revised February 15,2005, revised January 7.2008 J/0 Framing / Firestopping Inspection port Office No. (518)761-8256 Date Ins request received: Queensbury Building &Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto is I Itlals:< NAME: cc V1 PERMIT LOCATI INSPECT ON: TYPE OF STRUCTURE: ` 'Framing Y QUA COMMENTS: 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 16D naps 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 Fi on 1, 2, 3 hour 154e wall 2, 3, 4 hour Firestopping "I—/ ep Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House sib inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OIDftildkV&CodesYnspec ion F ranng Fig Inspection RepoR.doc Revised January 7,2006 Rough Plumbing / Insulation Inspection Report 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: "Ijiff NAME: J� '�%�C= PERMIT #: eg l�� LOCATION: A,c k&eAf6 /6 1,t- 5 INSPECT ON: Z c' TYPE OF STRUCTURE: Y N N/A _. Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test ,-,g Drain /Vent Air/Head V/ 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 Dud/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins pgton request received. Queensbury Building &Code Enforcement Arrive: �_j� am/p� part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1 4//NAME: �` c�� �' PERMIT#: © '� LOCATION: INSPECT ON: z- D TYPE OF STRUCTURE: Y 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 % w 16 gauge 8 16D naps 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%inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:%Buikkq&Codes Forms-OLD1BuMN&CodesVropedion Fom-aTm nirp Firedoppft{nspedion RgxxLdoc Revised January 7,2006 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm ,Part: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's initials: `� NAME: 61C-414f 6� PERMIT #: LOCATION: !c a pAA-0 INSPECT ON: y o TYPE OF STRUCTURE: Rou h PlumbingY N/A/Nail Plates �— Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/chan a of direction P ure Test Drain /Vent Air/Head 5 P.S.1. or 10 ft. above highest connection for 15 minutes ressure 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 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins request received: Queensbury Building&Code Enforcement Armre:ins 4Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: G PERMIT LOCATION: a kN,0-J INSPECT ON: a TYPE OF STRUCTURE: Framing Y N NIA 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 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 Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall /L//O A" 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 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuiidmg&Codes Foffns-OMBuilyding&CodesYrspedion FomieWnwiing Fi estopp ft Irapedion Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date inspetio�request received: Queensbury Building &Code Enforcement Arrive: am/pm{ part: am/pm 742 Bay Road, Queensbury, NY 12804 Ins >¢ nitials: � NAME: ��' PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N WA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed Property 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 h w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses r Botts . or less on center Ice and water s ' id 24 inches from wall Pi-Won 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 Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:Suilding&Codes Forms-=\8ui1d'ut&Codesmnspection FomhsTrarning Firsdoppft Inspection ReporLdoe Revised January 7,2008 /& - l- Framing / Firestopping Inspection Report Office No. (518)761-8256 Date In pection Iv Queensbury Building &Code Enforcement Arrive. " a part:AL r� r6 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: CG PERMIT#: _ LOCATION: (�. INSPECT ON: TYPE OF STRUCTURE: Framing Y N WA COMMENTS Attic Access 22"x 30" minimum v- Jadc Studs/Headers ,�- Bracing/Bridging L V" 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 'h w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses .p =or less on center andwater Id 24 inches from wall 1, 21 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 Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade L:1Buildinq&Codes Forrns-=\Build ft&CodesUspection FomhsTramirg Firestopping Inspection Report doc Revised January 7,2W8 Framing / Firestopping Inspection Wpo-rt Office No. (518)761-8256 Date ins request received: Queensbury Building&Code Enforcement Arrive: nV epart: am/pm 742 Bay Road, Queensbury, NY 12804 inspecto s Initials: NAME: PERMIT#: LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Framing Y N WA COMMENTS Attic Access 22"x 30" minimum Jack Studs I 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 16D nails each side Draft stopping 1,000 sq. ft. floor trusses ft. or less on center / Ice and water shiel 24 inches from wallf ire , 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 Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 s#grade L\Buildit&Codes Fortes-MOftildingi&CodesUnspection Form'Framinp Fkestopp ft Inspection ReporLdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio 4quest received: Queensbury Building&Code Enforcement Arrive: p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's Initials. �. C NAME: 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 Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width of b mil povor wet areas under s a A royal 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/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: e--' PERMIT#: _ LOCATION: j7j INSPECT ON: TYPE OF STRUCTURE: ' Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: V� �® 12 inch width //�4r' �w ( �ti �o e4 G ►�, es above footing 6 mil y for wet areas under slab Backf ll Ap roval g 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 Formsfoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins hi� uest received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto s`Initials: NAME: A-kO PERMIT#: ena " LOCATION: Nb i S 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. F dation/Wallpour einfo mint in Place Footingpowet or Keyway in place Foundati n pproofing 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 G Foundation Inspection Report Office No.(518)761-8256 Date Insvection request received: Queensbury Building 8c Code Enforcement Arrive: am/pt Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector Initials: �! NAME: _ ' PERMIT#: ` LOCATION: INSPECT ON: ,? TYPE OF STRUCTURE: Comments Y N N/A Footings Monolithic Slab Reinforcement in Place /V The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval 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 lie Foundation Inspection Report Office No.(518)761-8256 Date Inspec (8 request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �F NAME: PERMIT#: _ 2- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Monolithic Slab ���� Reinforcement in Place I/ The contractor is responsible r L �� 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\Inspection Fon-ns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ,Z -.41 f4-rl Foundation Inspection Report Office No.(518)761-8256 Date Inspecti�ot�request received: Queensbury Building&Code Enforcement Arrive:-L`.'/ am/ m Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �' NAME: PERMIT#: r q0--L LOCATION: INSPECT ON: ir 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 se on site. F Wal po Reinfo Place 0o g owels r Keyway in place Foun on pproofmg 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 request received: Queensbury Building&Code Enforcement Arrive: am/pm` Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: s'a NAME: PERMIT#: J LOCATION: r - INSPECT ON: " TYPE OF STRUCTURE: Comments Y N N/A Footings Piers M b Reinforcement Place The con for is responsible for mg protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval 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 F REScheck Software Version 4.1.3CNJ( ` Compliance Certificate Project Title: PLAN NO. 2504-05 SWEETBRIAR Report Date:07/23/08 Data filename:Y:\FARONE\2504-05 FARONE-SWEETBRIAR-131 RICHMOND HILL,QBRY.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 17% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 131 RICHMOND HILL DRIVE THOMAS J.FARONE&SON INC. JESSICA CHENIER QUEENSBURY,NY 12804 677 ROUTE 9 WILLIAMS&WILLIAMS DESIGNERS GANSEVOORT,NY 12831 INC. 509 GLEN STREET GLENS FALLS,NY 12801 Compliance:21.7%Better Than Code Maximum UA:759 Your UA:594 AssemblyGross Cavity Cont. Glazing UA I or or Door Perimeter actor Ceiling 1:Flat Ceiling or Scissor Truss 2245 30.0 0.0 79 Ceiling 2:Cathedral Ceiling(no attic) 70 30.0 0.0 2 Wall 1:Wood Frame, 16"o.c. 2079 19.0 0.0 98 Window 1:Vinyl Frame:Double Pane with Low-E 343 0.320 110 Door 1:Solid 20 0.130 3 Door 2:Solid 33 0.130 4 Door 3:Glass 40 0.330 13 Door 4:Glass 16 0.330 5 Wall 2:Wood Frame, 16"o.c. 1694 19.0 0.0 88 Window 2:Vinyl Frame:Double Pane with Low-E 224 0.320 72 Basement Wall 1:Solid Concrete or Masonry 1753 11.0 0.0 110 Wall height:8.0' Depth below grade:7.0' Insulation depth:8.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 312 30.0 0.0 10 Furnace 1:Forced Hot Air92 AFUE 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 007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and ed e,they are attesting that to the best of his/her knowledge belief,and professional judgment,such plans or specifications are' plia with this Code. N e-Title i e Date Project Title: PLAN NO.2504-05 SWEETBRIAR Report date:07/23/08 Data filename:Y:\FARONE\2504-05 FARONE-SWEETBRIAR-131 RICHMOND HILL,QBRY.rck Page 1 of 4 4 ' Software Version 4•1.3 4 ( REsCne�k Inspection Checklist Date:07123/08 Ceilings: R-30.0 cavity insulation ❑ Ceiling 1:Flat Ceiling or Scissor Truss, Comments: nsulation ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity i Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: sonry,8.0'ht/7.0'bg/8.0'insul,R-11.0 cavity insulation ❑ Basement Wall 1:Solid Concrete or Ma Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.130 Comments: ❑ Door 2:Solid,U-factor:0.130 Comments: ❑ Door 3:Glass,U-factor:0.330 Comments: ❑ Door 4:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:92 AFUE or higher Make and Model Number: Air Leakage: Data filename PY.-IFARONEI,504-05 FARONE-SWEETBRIAR-131 R �ICHMOND Nll► Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: 0 Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Fi Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Lj Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. Return ducts in unconditioned attics or outside the building are insulated to at least R-6. Lj Supply ducts in unconditioned spaces are insulated to at least R-11. Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: Lj All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: D Separate electric meters exist for each dwelling unit. Fireplaces: Lj Fireplaces are installed with tight fitting non-combustible fireplace doors. [) Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New Yo State,the Residential Code of New York State or the New York City Building Code,as applicable, rk Service Water Heating: L] Water heaters with vertical pipe risers 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. L] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: L] All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy sources.Pool pumps have a time clock. g 9Y is from non-depletable Heating and Cooling Piping Insulation: L] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title:PLAN NO 2504-05 S Data filename:Y.•IFARONE12504-05 FEETBRIAR ��xrr ARONE-S WEE TBRIAR-131 RICHMOND HILL, QBRy rck ReMd date:07/23/08 pans Z.f A Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 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 Insulation Thickness in Inches by Pipe Sizes Fluid Temp. 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Piping System Types Rangeff) 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) Project Title: PLAN NO. 2504-05 SWEETBRIAR Report date:07/23/08 Data filename:YAFARONE12504-05 FARONE-SWEETBRIAR-131 RICHMOND HILL,QBRY.rck Page 4 of 4