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2008-283 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4E Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCLTANCY Permit Number. P20080283 Date Issued: Tuesday, December 16, 2008 This is to certify that work requested to be done as shown by Permit Number P20080283 has been completed. Location: 12 FARMINGTON PI Tax Map Number. 523400-289-012-0001-032-000-0000 Owner. T & B ASSOCIATES LLC Applicant: T & B ASSOCIATES LLC This structure maybe occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code 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: P20080283 Application Number: A20080283 Tax Map No: 523400-289-012-0001-032-000-0000 Permission is hereby granted to: T & B ASSOCIATES LLC For property located at: 12 FARMINGTON Pl 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: T & B ASSOCIATES LLC 36 FIELDSTONE Dr Fireplace GANSEVOORT, NY 12831-0000 Garage Attached Single Family Dwelling $179,900.00 Total Value $179,900.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2008-283 2623 sq ft single family dwelling with 525 sq ft garage& 1 fireplace $367.26 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, June 11, 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 To n of en sb d sday, June 11, 2008 SIGNED BY y for the Town of Queensbury. Director of Building&Code Enforcement ________...._____---__^...-----_......._._..__---._....______..._.. j.�..r............�Y , i I 3!ICE USE ONLY ' t� TAX MAP NO. (IfPERMIT NO. , 11 511 FEES: PERMIT-� RECREATION-- —ENGINEERING I' �� r (If applicable)^ ODES 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: I �L�I(�.�� OWNER: ADDRESS: b41 f.ADDRESS: PHONE NOS. <51'9" 8 G-2_ PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: AafL4 PHONE: L LOCATION OF PROPERTY: v, SUBDIVISION NAME: ro-rMine�)fC, PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECKALL THAT ? z .............................................. ............................................... ..................................................j................................................. APPLY TO YOUR z W cn, PROJECT c oo O p = _ H i z: Q Q i rU) N � OL~L n- 2ad ................................................................................................................................... .............................................. _ ............................................... _ ............................................... SINGLE FAMILY.................................. .................`............. .....�c CL` 1 � V > d 4 t ..f...................... ...............q.....................................................p.....................................................:.................................................. TWO-FAMILY MULTI-FAMILY i (NO.of UNITS ) € TOWNHOUSE ...................................................................................q.................p...................................I...........................................................................................................' .............................................. BUSINESS OFFICE RETAIL- MERCANTILE :...................................................................................q..................................:...........................................................................................................................q................................................. ..................................................J FACTORY OR INDUSTRIAL . ..............................................................................-0.................d..................................................................................... ....... -2 ..i.... ATTACHED GARAGE(1,2,3) a� ...............................................................................;..........................................................................................................;.....................................................:..........................................................................................................; I OTHER €...................................................................................?.................!...................................................................................................................................................................................................................................................... IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: 2 ; ESTIMATED CONSTRUCTION COST: / 7 Please complete a separate Application for"Fuel Burning Appliances&Chimneys" HOW MANY FIREPLACE(S):_� AND/OR WOODSTOVES(S): available in our office ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? h,2D IS THIS A HISTORIC SITE? 00 PROPOSED USE OF BUILDING OR ADDITION: QTown of Queensbury - Community Development Office • 742 Bay Road, Queensbury,NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? r I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the appation, plans, and supporting materials are a true and complete state ment/descripfon 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 wing regulations. I acknowledge that prior to occupying the facilities proposed, I or ter agents will obtain a certificate of occupancy. I also understand that I/we are required, provide an as-built survey by a licensed land surveyor of all newly constructed facilities Dior to issuance of a certificate of occupancy. I have read* ome to ve. 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) I ----------_____----------------------------, ,___________________________________________0 Permission is hereby granted to the above 0o This application / proposed action described o Applicant to erect or alter the building ; herein is found to be in accordance with the o described herein in accordance with said o zoning Laws of the Town of Queensbury. Application: 0 0 , , , , , , 00 1 , , 1 I , , 10 1 0 I , I , , 00 01 o DIRECTOR OF BUILDING & CODES ZONING ADMINISTRATOR 01 , , , , , , DATE 'o DATE 00 QUESTIONS? CALL 761-8256 OR EMAIL codes@gueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net k.w N Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 ..fY. Check Residential Plan Review: One & Two Family Dwellings Y/N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door ergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade,5.0 sq. ft. 24"(h)x 20"(w)min. "Max.Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK VVa7proofmg/Waterproofing Materials On Plans undation Drainage On Plans,if required 6" rop in 10' Exterior Grade Fr g Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where ed 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 p of Allowed From 2d Story oke Detectors Battery Backup and Proper Location VIP"Ithroom Fixtures Proper Clearance Hal .Width, 36"min. andrails More Than Four Risers On Open Sides ailing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas arage Fire Separation arage Floor Sloped At/tic Access I!of over 30"—22"x 30"/Crawl Spaces 18"x 24"Access VfCarbon 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 OS -2?,3__ Fire Marshal's Office TOzon of ,'ite tisbar,f• 42 2 Bat/ Ronel • Queenshrrry, New Fort- •1'804 Michael J. Palmer, Fire NTarshal• GarS.Stilclwan, Oep ltu Fire 20'arshnl f .____r_________________ APPLICATION FOR FUEL BURN17VG APPLIANCE & CIMMEYS 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. OWNER: lI� �/!'� r INSTALLER/BUILDER: ADDRESS:�� ADDRESS: PHONE NOS. ls( '�J�P V�D 7 /i � ,I NE NOS. LOTION OF PROPERTY:1�Y11 lyC� SUBDIVIS ON NAME: LOCATION O OPOSED CONS-r t1CTION AND(OR INSTALLATION: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: q:5 1 FS T ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE,FACTORY BUILT* FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME:e1)a `e>'4 't`L MODEL NO1—W11 V&-,3Zi LISTED BY: NUMBER: QUESTIONS? CALL 7614205 or 7614206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshal@gueensburynet MASONRY" CHECK ONE ✓ VISIT OUR WESSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.gueensburv.net FLUE CHECK ONE ✓ DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY WALL LINER CHIMNEY MATERIAL CHECKONE ✓ **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. -----------------------------_--------______________------� r--__-___- ------- OFFICE USE ONLY ' TAX MAP NO. PERMIT NO. ERMIT FEE ' ' r APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: �� '1 INSTALLER: ADDRESS, lD (7 4Q0I-da"I ' 06 1 Q ADDRESS: PHONE NOS. C�306"c�M`7 _ PHONE NOS. LOCATION OF INSTALLATION: grml ................................................,..............................................,............................................................................. ..... .................................:.................................. RESIDENCE INFORMATION. i NO! .OF i YEAR BUILT ; X COMPUTATION= - i TOTAL DAILY FLOW i BEDROOMSGARBAGE GRINDER ,�A 1980 or older X i 150 gallon per bedroom i = i INSTALLED? ................................................ ..............................................,....................................................................................._...................................................................................... , j 1981 -1991 X 130 gallon per bedroom = I SPA OR HOT TUB ................................................0............................................l..........p..........................................................................j...........;........................................ ............................. 1992-present ? X 110 gallon per bedroom = �f ]/ INSTALLED? ............................................................... ......................... ......,..........................................................................................................."..1..'7..�.../.......................... PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY � OTHER ✓ GROUNDWATER: AT� WHAT DEPTH? 0011V , BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? it�t✓ ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS 63-t- FT. ) ✓ PERCOLATION TEST: RATE IS Io ID 0`")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). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK:/,/W GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH 7 FT. ✓ TOTAL SYSTEM LENGTH: V FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH I FT. X 41 tFT. ✓ SIZE OF STONE TO BE USED: # -IL /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE:_ X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. 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. codes Ogueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION LD� www.gueensbury.net Signaturatof42erson Responsible Date f. Town of Queensbury - Community Development Office 742 Bay Road, Queensbury, NY 12804 TOWN OFOUEENSBURY ha A.1i taIGHWAY Highway Superirenden t DEPA,vL,L@,1LrMFJ9T Home(518)798-5127 742 Bay Road • Queensbury,NY 12804 Michael F. Travis Deputy Highway Superintendent Office Phone.- (S!8) 761-82!! (518)798-0413 Fax: (5!8) 745-4466 DRIVEWAY PERMIT DATE: APPLICANT NAME: I �SS 6iGl �P TELEPHONE NO.: 8S 5—v24g ADDRESS TO BE INSPECTED: I a 4rrn,"na&n PIQce- RETURN ADDRESS: Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( )Preliminary Approval NEED: ( )Slight Swale kLevel with the road ( )Deep smile Size pipe to be used(if necessary) ( )12" ( )15" ( )IS" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval O Rejected DATE: Richard A. Missita,Highway Superintendent Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive:�&als: m/p depart: am/pm Date Inspection request received: Inspector's NAME: �% /�.J /9' jflG PERMIT LOCATION: ^u DATE: 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 C 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum't/a"Gypsum Basement stairs closed rise>4 inches C� L Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent]L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Septic 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: 13 6rr PERMIT NO.: LOCATION: /teA.'1z1 fD c- INSPECT ON: 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: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Ca Y N Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _ N Engineer Report and As-Built Y N Location of System on Property: Front Rea Left Side Right Side Middle Front Middle Rear System S 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 F 9 N 6008'03"E L=��900 28.42' tn w (7 1 n. M 3 .84' PROPOSED Co 2 ttOUSE \ I I � LOT 10 I 26,728 sq• ft. \ 0.61 acres Cm PROP05M WELL. 29.51' 189.95' S06008'03"W S06031'32"W Queensbury Building & Code Enforcement a Resident) 1 Final Inspection Office No. (518) 761-8256 Arrive: 14 am/pm rt: am/pm Pe Date Inspection request received: Ins cto s initials: J rz_� NAME: PERMIT#: d LOCATION: 12— ► DATE: TYPE OF STRUCTURE: Comments: Y No N/A 4" Building Number Address visible from road JA Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Vy 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/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: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in aocessible area Crawl Spaces 18 inch x 24 inch access, 1 scl.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.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 Sheetrock Underside minimum'A'Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or GI*s EhclgRure Final Electrical III k l Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding -,} As Built Se is System/Sewer Dept. Ins coon Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6126/08 Final Survey Inspection Dept.of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 12 NAME: 7 113 LOCATION: /2, t PERMIT#: Final Survey Plot Plan Avuroved Denied The attached final survey has been received by the Dept.of, / Community t/ Development. Upon revie the surve Cr ' rown,Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE: MAP OF A SUBDIVISION MAGNETIC AS PER YAP REFERENCE MADE FOR RICHARD P. SCHERMERHORN DATED NOVEMBER 5, 2002 LAST REVISED JUNE 23, 2003 BY VAN DUSEN & STEVES LAND SURVEYORS FARMI NGTON P � LACE N 6°08'03"E L 5. 9• 28.42' = 0 t 9 y I o �tp 2 STORY 'o I \ w �o- LOT 11 WOOD FRAME HOUSE o PROPANE TANK \ I LOT 10 26, 728 sq. ft. \ 0.61 acres \ ® N WELL �- 29.51' wELI S06008'03"W 189.95' °31 3 S06 2Nw 0 . � . 2`rcrQ #50135 �Q- [AND Dates DEC MB R 3, 2008 D � � � vNAUTHORr®ALTERATION OR ADDITION TOA SURVEY SCa�e 1�=40� MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A Map of a Survey made for Q ,. VIOLATION OF SECTION 7�.SUB-DIVIRON z.OF,HE p C7t, NEW Yaar STATE EDUCATION LAW.' (—kvice, -ONLY COPIES FROM THE ORIGNAL OF THIS SURVEY '2 ��''r� \" S SEALMARI MALL AN ORIGINAL CONSIDERED OF THE LAND suRUEroRs SEA ALL BE DDNN ro BE VALID TRUE AT T & B ASSOCIATES S— 1 CEITTIFTCAnaNs INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WI1H THE E)as,nNG CODE OF PRACTICE FOR LAID SURVEYORS ADOPTED Land Surveyors BY THE NEW roRlcRT">E ASSOCIATIONHESURVPR SED.AND �, LAND SURVEYORS.SAID CERlRCATIONS SHALL RUN ONLY ro THE PERSON FOR W►IOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL 'YANG LENDING RLSTITUITION LISTED HEREON.AND Town of Queensbury, Warren County, New York 169 Haviland Road Queensbury, New York 12804 TO THE ASS(XIEES of THE Ln+De+c INSTITUTION.' T & B (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 02384-10 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: c71 l G Y Queensbury Building & Code Enforcement Ara*j, am/pr� mart: am/pm 742 Bay Road, Queensbury, NY 12804 I Initials: y._ NAME: I> � S�cst r '�t �.S PERMIT #: LOCATION: CC-v+X I c—CW INSPECT ON: a U TYPE OF STRUCTURE: Y N N/A Rough Plumbing/ Nail Plates Plumbing Vent/Vents in Place 1 V2 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 c Air/Head 50 P.S.I for 15 minutes j,frisulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation Ifirequired unheated spaces C mbustion Air Supply for Furnace uct 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 Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am C G ;mrt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect is Initials:_--- n _ NAME: t PERMIT #: LOCATION: INSPECT ON: t Z b TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing e Vent Vents in Place 00C.S , 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection %quest received: Queensbury Building & Code Enforcement Arrive: 'L am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �Ap-c NAME: T 16 j PERMIT #: " LOCATION: ff62fj" xw-pr0,,J Z — INSPECT ON: TYPE OF STRUCTURE: Y N N/A ou h Plumbing Nail Plates PlumbingVent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codesunspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 7A&J , �-- I G a A-- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins e n request received: ( d Queensbury Building & Code Enforcement Arrive:'. a p art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's ln�als NAME: A� PERMIT #: d �-- e-3 LOCATION: 1' INSPECT ON: TYPE OF STRUCTURE: 0 Y N NIA ou h PlumWingjXail Plates m m ent/Vents in Place 1 % inch minimum Drain Size YVashing Machine Drain 2 inch minimum leanout every 100 feet/change of direction ressure Test Drain /Vent Air/ Head 5 P.S.I. or 1 h' hest connection for 15 minutes P (Water S pply Piping 'r/Head 4, 5 es 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 Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: . am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: 1 �' TYPE OF STRUCTURE: Sap oes- -X N NIA 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 nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour 1pkestivo Pene ation sealed �i2d P C,C�I L i r "C`'A-5 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 s# rade I' LVA'PV31-3bcei & LOW* 066r 7 LABuildmg&Codes Forms-01-Muilding&CodesU omisTrarring Firming trispedion Repoli dx Revised Januaryv 7,2008 fin , /a "a�yn Rough Plumbing / Insulation Inspection Report t2 Office No. (518) 761-8256 Date Inspectio`n�`equest received: g � U P Queensbury Building & Code Enforcement Arrive: '�'��am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: OPI" NAME: D PERMIT#: -� LOCATION: INSPECT ON: _ o� TYPE OF STRUCTURE: Y N AINIA Rough Plu b' / Nail Plates um In Vent/Vents in Place 1 Y2 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 propefly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection t received: Queensbury Building&Code Enforcement Arrive: 1 cFam part: am/pm Y 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �I / S ��'°� I` PERMIT#: o LOCATION: ,�vti� '� g L y9C INSPECT ON: TYPE OF STRUC Comment Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ackfill 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 Framing / Firestopping nspectlon :Vrt Z Office No. (518)761-8256 Date Ins L n request received: Queensbury Building &Code Enforcement Arrive." am/pm vDepart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: --- NAME: PERMIT# O' LOCATION: ? INSPECT ON: TYPE OF STRUCTURE: Y N MIA COMMENTS: Framing Attic Access 2T 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 naus each side Draft stopping 1,000 sq. ft. floor trusses r 6 or less on center Ice and water sh' d 24 inches from wall 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'/Z inch or 518 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 Forrns-OLM13unding&CodesUnspection FomisTrarnkV Firestopping inspection Repo tdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart►t"C�1 am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: . NAME: ��-5 (� 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 Dampproofing Foundation Waterproofing ` 2 Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing Of 6 mil poly for wet areas under stab 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 Farms\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 Depa�--wVpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT LOCATION: f 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 ��Vbf—Z-- Reinforcement in Place _fDotkg well or eyway m ace Foundation Dampproofmg Foundation aterproo ng ` Footing Drain Daylight or Sump P 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. 7 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 Inspecti request received: Queensbury Building&Code Enforcement Arrive: I am/p C Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (14 NAME: '� � PERMIT#: LOCATION: c- INSPECT ON: TYPE OF STRUCTURE: Comments Footings �C�vl 2 Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab 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 Ins n y�quest received: Queensbury Building&Code Enforcement Arrive: amp am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: D� _ 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 Reinf a in Place FootingfDoweltr Keyway in place Founda 'on D pproofmg Foundatio aterproofuig Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backf 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 lac Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: pm, Depart: am/pm 1 742 Bay Rd.,Queensbury,NY 12804 Inspector's itials: � NAME: -20 PERMIT#: _ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A _ ,Q Footings Monolithic Slab Reinforcement in Place The contractor is responsible fc r 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 P c 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 -2R3 OCTREScheck Software Version 4.1.3 Compliance Certificate Project Title: TB259.DGN - "THE VICTORIA II" OF NE;V). Report Date:05/28/08 �� Q� J. f Data filename:C:\Program Files\Check\REScheck2\12FARMINGTONPLACE.rck O �9 r- Q Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County,New York N a Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 12% FE S Heating Degree Days: 7635 Construction Site: Owner/Agent: ig ontract #12 FARMINGTON PLACE - T&B ASSOCIATES DANFORTH H.CHRISS FARMINGTON GROVE 518-885-2984 #125 KIPPLE ROAD TOWN OF QUEENSBURY,NY SAND LAKE,NY 12153 518-712-5201 Compliance:28.4%Better Than Code Maximum UA:603 Your UA:432 Gross cavity Cont Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 10 30.0 0.0 0 Ceiling 2:Flat Ceiling or Scissor Truss 160 48.0 0.0 4 Ceiling 3:Flat Ceiling or Scissor Truss 1506 48.0 0.0 39 Wall 1:Wood Frame,16"o.c. 1820 21.0 0.0 91 Window 1:Vinyl Frame:Double Pane with Low-E 108 0.340 37 Window 2:Vinyl Frame:Double Pane with Low-E 6 0.350 2 Door 1:Solid 18 0.160 3 Door 2:Solid 46 0.320 15 Door 3:Glass 40 0.310 12 Wall 2:Wood Frame,16"o.c. 1458 21.0 0.0 70 Window 3:Vinyl Frame:Double Pane with Low-E 200 0.340 68 Window 4:Vinyl Frame:Double Pane with Low-E 32 0.350 11 Basement Wall 1:Solid Concrete or Masonry 960 11.0 0.0 62 Wall height:7.6' Depth below grade:6.6' Insulation depth:7.6' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 384 21.0 0.0 17 Floor 2:All-Wood Joist/Truss:Over Outside Air 31 21.0 0.0 1 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 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this p are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifi . ns a in com i with s C Name-Title ignatur 11 Da Project Notes: PLANS DATE:5/2008 Project Title:T8259.DGN-"THE VICTORIA 11" Report date: 05/28/08 Data filename:C:\Program Files\Check\REScheck2\12FARMINGTONPLACE.rck Page 1 of 5 REScheck Software Version 4.1.3 Inspection Checklist Date: 05/28/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments:1ST FLR.FIREPLACE CEILING W/10"F.G. ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-48.0 cavity insulation Comments:1ST FLR.FAMILY ROOM CEILING W/10"F.G.PLUS BLOWN-IN INSUL. ❑ Ceiling 3:Flat Ceiling or Scissor Truss,R-48.0 cavity insulation Comments:2ND FLR,CEILINGS W/10"F.G.PLUS BLOWN-IN INSUL. Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments:1ST FLR,9 FT.2X6 WALLS W/FLR.RIM&W/5 1/2"F.G. ❑ Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments:2ND FLR.8 FT.2X6 WALLS W/FLR.RIM&W/5 1/2"F.G. Basement Walls: ❑ Basement Wail 1:Solid Concrete or Masonry,7.6'ht/6.6'bg/7.6'insul,R-11.0 cavity insulation Comments:BASEMENT 8"POURED 8 FT.FOUNDATION WALLS W/3"F.G. Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes—No Comments: 1ST FLR.SIMONTON PROFINISH VINYL SH LOW E/ARGON WINDOWS ❑ Window 2:Vinyl 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: 1ST FLR.SIMONTON PROFINISH VINYL CUSTOM OVAL LOW ElARGON WINDOW ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes,No Comments:2ND FLR.SIMONTON PROFINISH VINYL SH LOW E/ARGON WINDOWS ❑ Window 4:Vinyl 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:2ND FLR.SIMONTON PROFINISH VINYL CUSTOM ROUND TOP LOW E/ARGON WINDOW Doors: ❑ Door 1:Solid, U-factor:0.160 Comments: 1 ST FLR.THERMA TRU 2868 INSUL.FIREDOOR ❑ Door 2:Solid,U-factor:0.320 Comments: 1ST FLR.THERMA TRU INSUL.LOW-E FRONT DOOR W/TRANSOM&SIDELIGHTS ❑ Door 3:Glass,U-factor:0.310 Comments: 1ST FLR SIMONTON PROFINISH VINYL 6068 LOW E/ARGON SLIDING PATIO DOOR Project Title: TB259.DGN -"THE VICTORIA 11" Report date: 05/28/08 Data filename C:\Program Files\Check\REScheck2\12FARMINGTONPLACE.rck Page 2 of 5 Floors: • ❑ Floor 1:All-Wood Joist[Truss:Over Unconditioned Space, R-21 A cavity insulation Comments:2ND FLR.MASTER BEDROOM/BATH/CLOSET FLR.OVER 2-CAR GARAGE W1 MIN,5 1/2"F.G. ❑ Floor 2:All-Wood Joist/Truss:Over Outside Air,R-21.0 cavity insulation Comments:2ND FLR,REAR 12"CANTILEVERED FLOOR AREA W/MIN.5 1/2"F.G, Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:92 AFUE/�or higher Make and Model Number: (1cF ` - b/L E&VAC W +14 kEFF1 CIE+,Jnc ' Air Leakage: 92 'p* ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ 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: ❑ 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. Li 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. ❑ 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: 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. ❑ 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: ❑ 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 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). ❑ 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: ❑ Separate electric meters exist for each dwelling unit. Fireplaces: ❑ 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 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 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. 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: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depietable sources. Pool pumps have a time clock. Project Title: TB259.DGN -"THE VICTORIA 11" Report date: 05/28/08 Data filename: C:\Program Files\Check\REScheck2\1 2 FARM IN GTON PLACE.rck Page 3 of 5 Heating and Cooling Piping Insulation: 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*TB259.DGN -"THE VICTORIA 11" Report date: 05/28/08 Data filename: C:\Program Files\Check\REScheck2\12FARM INGTON PLACE.rck Page 4 of 5 Fable 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 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) Project Title: TB259.DGN-"THE VICTORIA II" Report date: 05/28/08 Data filename:C:\Program Files\Check\REScheck2\12FARMING TON PLACE.rck Page 5 of 5 N 5t 2 Carlo ME f j f 8 4 5cc. 1 w LOTWow f ' LOT i 6 *17E IN s 4 ` s�Y it w` z o 6 D IN EXISTING — ' � H Dt; ROW EXCEPT Fp _ _ REk4o ft- OF DEAD pR L 1' DISEA D TREES 121-3-8 L*T t Z. Far440414% T• 15' MIN. WELL \�f7\/�\ WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH d� (SEE NOTE 1) G.P.D. GAL.) SURFACE AREA(S.F.) PERCOLATION RATE (MINUTES) (SEE NOTE 3 do 4) 1-5 1 6-7 8-10 11-15 18-20 21-30 Q 2 220 1000 27 92 110 123 138 iss 154 / 3 330 1000 , 27 138 165 1 207 236 275 X 4 440 1250 34 /184 220 2 5 F273 315 367 P(tOVIX SaM COt"r-TE GARAGE ( ✓` 5 550 1500 40 230 275 306 344 393 459 BLOCK SPLASH PAD UNDER tLET PIPE OF EACIi TRrW;fi HOUSE 6 660 1750 47 275 WO367 413 472 542 NOTES. 3. TANK SIZE REQUIREMENTS FOR MORE THAN 8 BEDROOMS SHALL BE NOES: CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN 1. EXPANSION ATTICS, ETC.. ARE COUNTED AS BEDROOMS. SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. 1. TILE FIELD TO BE 100' OR MORE FROM ANY 4. IF A GARBAGE GRINDER IS PROPOSED, THE SEPTIC TAN( SIZE SHALL.BE LAKE; SWAMP, DITCH OR WATERCOURSE AND 10' 2. ASSUMES USE OF CODE CONFORMING PLUMBING DENCES INCREASED BY 250 GALLONS AND THE REQUIRED SURFACE AREA BY 7 SQUARE OR MORE FROM ANY WATER LINE UNDER PRESSURE. MATH 1.8 G.P.F. TOILETS AND 3,0 G.P.M. FAUCETS AND FEET. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND PIPE 10'-0' SHOMER HEADS. A DUAL COMPARTMENT TANK (OR TWO TANKS IN SERIES) WALL ALSO BE REQUIRED. /4" /FT. MIN. 1 2. FOR SEWAGE PIPE BETWEEN HOUSE DRAIN AND DISTRIt3UTieiN 20'-0" FROM BASEMENT WALL BOX, USE RIGID COPPER, DUCTILE OR CAST IRON PIPE, OR PIPE MIN. SCHEDULE 40 PVC WITH CEMENTED JOINTS. /B" /�' SEPTIC TANK 3. HOUSE DRAINS SHALL BE FOUR—INCH MINIMUM DIAMETER CAST SEWAGE DISPOSAL SYSTEM SIZING DISTRIBUTION 80X IRON OR RIGID COPPER, TIGHT—JOINT PIPE AND SHALL EXTEND AT LEAST THREE FEET BEYOND THE EXTERIOR OF THE HOUSE FOUNDATION. SIZING SHOWN IS IN ACCORDANCE WITH ABSORPTION SYSTEM LAYOUT SHOWN ON SHEET S-2 AND IS DESIGNED FOR ALL 4 BEDROOM HOUSES AND USING THE PERCOLATION RATES GIVEN ORPTION TRENCH 4. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE FOR EACH LOT. LENGTH OF ABSORPTION TRENCH SHALL BE ADJUSTED AS REQUIRED TO I AWAY FROM SEWERAGE SYSTEM. CONFORM WITH THE TABLE ABOVE AND IN ACCORDANCE NTH THE SITE SPECIFIC PERCOLATION 19" MAX _ 50% EXPANSION AREA � 5. I1li CONTOUR DISPOSAL SHALL BE CONSTRUCTED PARALLEL TEST AS REQUIRED BY THE NOTE BELOW. PROPERTY PERC. ABSORPTION PERC. ABSORPTION l0, MIN LINE 6. FOR RAISED ABSORPTION TRENCH SYSTEMS LOT # RATE TRENCHES LOT ## RATE TRENCHES HORIZONTAL SEPARATION DISTANCES SHALL BE (MIN.) (}OF TRENCHES O LENGTH EA.) (MIN.) (j OF TRENCHES O LENGTH EA MEASURED FROM THE EDGE OF THE Fitt 1 1-5 4 TRENCHES O 46' 12 11-15 6 TRENCHES O 46' SEWAGE D15POSAL LAYOUT 2 1-5 4 TRENCHES O 46' 13 11-15 6 TRENCHES O 46' NOT TO SCALE 3 1-5 4 TRENCHES O 46' 14 11-15 6 TRENCHES O 46' 4 6-7 5 TRENCHES O 44' 15 6-7 5 TRENCHES O 44' 5 6-7 5 TRENCHES O 44' 16 6-7 4 TRENCHES O 55' 6 8-10 5 TRENCHES O 50' 17 6-7 4 TRENCHES O 55' 7 B-10 5 TRENCHES O 50' 18 1 1-5 4 TRENCHES O 46' SYSTEM ABSORPTION TRENCHES AND WATER 5UPPLY WELLS B B-10 6 TRENCHES O 41' 19 N/A N/A ..OT IN THIS SU3DM510N ARE TO BE CONSTRUCTEC IN THE s B-10 6 TRENCHES O 41' 20 1-5 4 TRENCHES O 46' G�,IOWN ON THE SUBDIVISION PLAN. 10 B-10 6 TRENCHES O 41' 21 1-5 4 TRENCHES O 46' y i EM5 ON LOTS #14. 1�. 1G. 17, 18 4• 20 IN THIS 11 11-15 •� '-ENCHES O 46' 22 1-5 4 TRENCHES O 4s' I ARE TO BE CONSTRUCTED IW ABSORPTION TRENCH SYSTEMS WITH ADEQUATE FILL TO MINIMUM OF 24 INCHES SEPARATION BETWEEN THE BOTTOM FILL MAT SORPTION TRENCH AND SEASONAL 'HIGH GROUNDWATER. NOTE: PERCc i BOTTOM OF TRENCH ELEVATION FOR EACH LOT 15 SHOWN BDIVISION PLAN. AN NDP10M. TEST PIT AND PERCOLATION TEST 5HALL BE CONDUCTED ON EACH LOT N THE LOCATION OF SYSTEM LAYOUTS SHOWN ON THE SUBDM51ON PLAN ARE THE LEACH IMD AND THE NFORMATION 5UBMTTEO TO THE TOWN WnIl THE MAJMG PERMT APPLICATION 'OR 4 BEDROOM HOUSES. ADJU5T SIZE OF 5EPTIC TANK AND DRANAGE SWALE ABSORPTION TRENCH IN ACCORDANCE WITH 'SEWAGE SYSTEM , OF ON V FOR DIFFERENT SIZE HOUSES.