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2008-425 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080425 Date Issued: Friday, April 24, 2009 This is to certify that work requested to be done as shown by Permit Number P20080425 has been completed. Location: 5 HARRIS St Tax Map Number. 523400-309-006-0001-068-000-0000 Owner. PACE BUILDERS, LLC Applicant: EDWARD & BEVERLY KERR This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, ra a,- 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: P20080425 Application Number. A20080425 Tax Map No: 523400-309-006-0001-068-000-0000 Permission is hereby granted to: EDWARD & BEVERLY KERR For property located at: HARRIS St 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: EDWARD &BEVERLY KERR 47 GARRISON Rd Garage Attached QUEENSBURY,NY 12804 Single Family Dwelling $85,000.00 Total Value $85,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2008-425 1200 SQ FT SINGLE FAMILY DWELLING WITH 400 SQ FT ATTACHED GARAGE $184.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, August 20, 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 Towv,of Queer ury; 1 V e nesday, August 20,2008 SIGNED BY '` for the Town of Queensbury. Director of Building 8L CodewEnforcement OFFICE USE ONLY TAX MAP NO. PERMIT NO. ERMIT FEE APPROVALS: ZONING TOWN CLERK_ ' 1 I ________________________________r___ APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT1 A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: � - 1000 !i'G INSTALLER: ADDRESS: /�,s 1X?01 ADDRESS: PHONE NOS. PHONE NOS. LOCATION OF INSTALLATION: .................•...................f............................•.......................................................................................................:...........;....................................:.....................................: RESIDENCE INFORMATION. NO.OF i YEAR BUILT X COMPUTATION= _ ; TOTAL DAILY FLOW i I .BEDROOMS. I I ' GARBAGE GRINDER 1980 or older ! X i 150 gallon per bedroom INSTALLED? i...............................................................................................i............j..............................•...............................I.......... .......... ................................................................... } 1981 -1991 X !; 130 gallon per bedroom s..».................................•.......... ..............................................i...........;.........................................................................z.....................................................................................i S OR OT 1992-present l X . 110 gallon per bedroom ` INSTALLED? TU ..............._..........................».5................................».............'...........a.........................................................................I...........i..........................................................I...............; B PARCEL INFORMATION: V fi!(P'✓I ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT.-) ✓ PERCOLATION TEST: RATE IS PER 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). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /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. i............................ ....•...,•................,....,............................. ........... ...•... .........., .............,...�,.�.......�,.....:.........��..� 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 761-8266 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes Caueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensbury.net Signature of Per n Responsible Date/ 4�.. Town of Queensbury - Community Development Office • 742 Bay Road, Queensbury,NY 12804 %.......................................................................... . .. -r �......._._...._._......r r ?20 j ) ,gFFICE USE ONLY i , TAX MAP NO. l / PERMIT NO. O _c ; FEES: PERMIT RECREATION ENGINEERING ' (If applicable) ; r............ .................--------------------------------------------------- ......... PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OFF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: PycG BafG 6o LL- OWNER: ADDRESS: d q3 fit 669 e St _J 901 ADDRESS: Pf3 PAX PHONE NOS.7g7- '�16 y6 f 3L�-y6S8 PHONE NOS?F)-W q4 —6-49 6 =g11YW CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: ©�tr1 � t�a�Ies PHONE: 3(; q�9gl LOCATION OF PROPERTY: #a441 J Sf 30 SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR Z 0 a a W PROJECT p O F.: 0 = _ w -j u- M u- W Q o- O 0 u w o _ a z C� � � 01= � wZ Z Q ¢ r- cn N cn 0 u- F- u- n. 2 06 SINGLE FAMILY ✓ S%- TWO-FAMILY j MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL (j ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: FUEL TYPE: lm� HEAT TYPE: drr & *HOW MANY FIREPLACE(S): o AND/OR WOODSTOVES(S): y ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? /1/0 IS THIS A HISTORIC SITE? Al PROPOSED USE OF BUILDING OR ADDITION: � D�iJzi *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 1 I-OS QTown of Queensbury • Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? y ARE THERE EASEMENTS ON PROPERTY? kO 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 and agree to the above. Signed GL� � 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) ...................... 0 , , Permission is hereby granted to the above This application / proposed action described 00 Applicant to erect or alter the building ; herein is found to be in accordance with the Oo described herein in accordance with said ; zoning Laws of the Town of Queensbury. o Application: 00 , , , 00 , , , 10 00 ; 10 0 , BUILDING & CODES APPROVAL 0 ZONING APPROVAL 0 , L 00 DATE DATE ; s , QUESTIONS? CALL 761-8256 OR EMAIL codes(ftueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: t;a-,- Town of Queensburyj - Corrimunity Developnient Office - 742 Bay Road, Queensbury, NY 12804 Cjteck Residential Plan Review: One& Two Family Dwellings Y /NA (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 ampproofing/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 inder Run and Rise Spiral Not Allowed From 2nd Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails 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 Garage Fire Separation Garage Floor Sloped is Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access KoRtt 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 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: LOCATION: PERMIT#: '- Final Survey Plot Plan ARProved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the serve has bpM- Craig;;own,Zoning Administrator Notes: L:1SueHemingway\Building.Codes.hapection.FORMS\Finai Survey Zoning Administmtor doc rn o 0 N 0o I co •`, ad o v >� te; a c mo a�a}aa. �ooa� • • - a ° .N _ JrV l -C3.w, Q NL;- � N F- z 0()31. �°v > o a W y NL 0 U In >+ n Q zc �aov N cMM �' v N n Q ° w °0 i " C CL ID ry J '=' t- Q, ao ° _ �, o tY, ov� � J to E S o 3 3 o 0 �aa� 4�!Paaa/iy 077 sjap/rn8 aood w 7)r-at 1 . o I ._ • 3 11X � m� z e A 1-0- LO Cr ' N O t:zN 3 N w °j 00 253 •+ h � 3v~i ( L � � c i J Lna.dW p Va}W I I •� ^ a�i N o a) G 4J ^ Z N2 c-Ena r O L {i :E v N Q :T � > kVM3AI80 ilVHdStJ I •ft + p 0 0 N N Z � � � 00.091 �'N o_ v 3.f1,1S.8IN • >.- �� N � W - z.> 3 O ri yy o O ( 0 J T v) - 0 6�•0 3 J zc7 Z -Old Pfi cv o j opoaoA/y a�/auoar puo scuol//!M o//auouopy ow vn 00 0 o O o o o a):r 3 oz W n- F- 0 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: 11-4?m/pm1� am/pm Date Inspection request received: Inspectors Initials: �J NAME: PPERMIT#: J LOCATION: 1 5F 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 Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batterybackup: 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 .fl.-150 s .fl.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 yz"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a 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 Queensbury Building & Code Enforcement - Residential Final Inspection O Office No. (518)761-8256 Arrive: am/ m Depart: am/pm Date Inspection request received: Inspector's Initials: �-- NAME: PERMIT LOCATION: / DATE: ZZ 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 Furnace/Hot Water Heater operating ��/�C� _ Low water shut-off boiler �D� � OK Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure final Electrical Final Survey Plot Plan 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 Queensbury Building & Code Enforcement - Re ` ential Final Inspection Office No. (518) 761-8256 Arrive: am/prn��rt: am/pm Date Inspection req received: Inspect s Initials: �1 NAME: rare PERMIT LOCATION: DATE: TYPE OF STRUCTURE: Comments: Yes N Idly, 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 — ward at stairwell at 34 inches or more ward 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 Ram Com liant 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/prim/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: G Inter Connected: Battery-backu : Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IN Gypsum B sement stairs closed rise>4 inches ara a Floor Pitched Garage fire roofin /%hour fire door/door closer IVIX Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure inal Electrical / Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding / As Built SejAc System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required _ Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Fob revised_100405.doc;Revised January 7,2008; Revised 6/26/08 pe- Queensbury Building & Code Enforcement - Residential Final I spection Office No. (518) 761-8256 Arrive: 11 am/pm �Depart: am/pm Date Inspection request r Inspector's Initials: NAME: PERMIT#: ,1 — Y/2_ LOCATION: DATE: TYPE OF STRUCTURE: Comments• Yed No NIA 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 atios 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 i Interior/Exterior Railings 34 inches to 38 inchesj .lt Deck Brawn /Handicapped Ram Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed 1 regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing./Window in stairwells safe lzin Interior Smoke Detectors/Carbon Monoxide Detectors r Every level: Every Bedroom: r �► / Outside every bedroom area: Cc)i(!�C-L L) 42 Inter Connected: Battery backu V", ri Attic access 30 inches x 22 inches x 30 inches(height)in acoessible area Crawl Spaces 18 inch x 24 inch access, 1 scl.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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed 1 Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodk Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer 7 Duct work Sealed properly Gas Logs in Sealed or GI s Enclosure Final Electrical ;t Final Survey Plot Plan w T Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if re uired Okay to issue C/C or C 10 Temporary/Permanent LABuflding&Codes FormslBuilding&CodesXinspecion FormsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26108 Septic Inspection Report Office No. (518)761-8256 Date Inspection oast received: Queensbury Building&Code Enforcement Arrive: - am/ �( apart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto s Inifials: NAME: -- PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil T d la Type of Water: unici /Well Water Waterline se ra ' stance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total lengthft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Si T Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y N Partial End Ca In Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits z , Conforms as per Pkrt Plan Y N Engineer Report and As-Built Y N Location of Sy7ront Property: CCFrontLeft Side Right Side MiddlMiddle Rear System Use Status: roved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request ived: Queensbury Building&Code Enforcement Arrive: am/pm rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: Q NAME: _ Aele PERMIT NO.: D U LOCATION: INSPECT ON: Z aff RECHECK: Comments and/or diagram Soil T m la Tpe of Wa r:ftnicipVj Well Water Waterline se nce ft. Well separation distance ft. Other wells: ft. Absorption Field: Total lengthft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size T BulldlN to tank GU Tank to Distribution Box Distribution Box field Pit Opening Sealed• Y N Partial Ca In Outlet Pipes&Baffles Y N Location Se rations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front (!ear Left Side Right Side Middle Front Middle Rear System Use Status: oved artial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Foundation Inspection Report Office No.(518)761-8256 Date Inspecti�request received: Queensbury Building do Code Enforcement Arrive: �_am/p put: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: �� ✓ '7 SV LOCATION: J��?,t 5 7'. INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers 1 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 Waterproofmg 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 /(--) I Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re �uest received: Queensbury Building & Code Enforcement Arrive: am/�r �Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,)V, NAME: kee'`ela PERMIT #: LOCATION: QM AA_Z'2 - INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test er Supply Piping it/ Head 50 P. for 15 minutes Insulation Residential Check Commercial Check -Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 1-6 z -- Rough Plumbing I Insulation Inspection Report � p Office No. (518) 761-8256 Date Inspect' n request received: 3 P' 0 Queensbury Building &Code Enforcement Arrive:$ am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: �f ZS LOCATION: S i- INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing/ Nail Plates Plumbing 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.I for 15 minutes I� r Affisulation/Residential Check/Commercial Check C✓ ?� 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 l izewo r COMMENTS: C4 Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report C Office No. (518)761-8256 Date Inspgction uest received: ` Queensbury Building &Code Enforcement Arrive: am�prp rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's I itials: y� i NAME: - PERMIT#: LOCATION: / „`S S?' • INSPECT ON: d110 TYPE OF STRUCTURE: Framing Y N NIA COMMENTS: Attic Access 220 x 3W 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 nags 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 Irestopping rj�,o�L L V Penetration sealed 16 inch insulation in cavity min. �Al-K AA{v Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling1wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (M 5.7 sf above/below grade 5.0 sf grade L:Suilding&Codes Forms-01-Muilding&CodesYnspec6on FornisTran ing Firestopping Inspection ReporLdoc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins T � request received: q 9-�/o& Queensbury Building & Code Enforcement Arrive. am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Ins is Initials! NAME: PERMIT #: LOCATION: i INSPECT ON: 7PE OF STRUCTURE: Y N N/A tR-o h Plumbin /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 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 rs "117115, Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm .Pepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: G��' ! /' PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N /A Footings 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 Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicf ll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: l Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: i PERMIT#: Zile 0 LOCATION: 17"'1-f, " . INSPECT ON: TYPE OF STRUCTURE: Commgm N N/A :footings Piers S• 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 Waterproofmg 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 Grads 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: qIJA Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: _AMr\ a NAME: '/ PERMIT#: LOCATION: / tvf INSPECT ON: TYPE OF STRUCTURE: Commenb Y N N/A 4ofootings 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\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report �Re Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:A Lj In NAME: 4 PERMIT#. LOCATION: INSPECT ON: _C ' 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 on Dmnpplvllf"� Foundation Waterproo ` Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing as under slab Backfill Approval um mg 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 Ins ctio ue iv Queensbury Building&Code Enforcement Arrive: n in pm 742 Bay Rd.,Queensbury,NY 12804 Inspect! s Initi NAME: t RMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A gs Piers 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 ting Drain Stone: 1 inch width inches above f acklill Appr= a 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: 9410 Queensbury Building&Code Enforcement Arrive: am/pm Depart:;11 m/ pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: t. NAME: ,?" 1 � PERMIT#: LOCATION: INSPECT ON: d TYPE OF STRUCTURE: --r 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 oundati n aterproofm Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 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 �Woo�j) 112- Foundation Inspection Reports Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: d�A NAME: / GL� �� C PERMIT#: 01 �7_ z1 2S— LOCATION: - INSPECT ON: TYPE OF STRUCTURE: q/2 /0 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. ' en se on site. �����1 ►'� Foundation/Wallpour .e Reinforcemen m aced`\i 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 InsMtion request received: Queensbury Building&Code Enforcement Arrive: /1'3J am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: .S INSPECT ON: IF- TYPE OF STRUC . E! Comments Footings Y N N/A ar , ers C-2) j 2 z y�c2 ct rQe�r 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\Inspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report 4 Office No. (518)761-8256 Date Ins n request received: Queensbury Building &Code Enforcement Arrive: am/p�91 (�Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:.— NAME: 'e- /,� fi�S PERMIT#: LOCATION: TA m 3 INSPECT ON: 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 Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses ,AffcWo`r\Botts 6 ft. less on center Ice and water shie 24 inches from wall T-kempaFaKn- 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side h inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&CodesUnspection FormsTraming Firestopping Inspection Reportdoc Revised January 7,20M REScheck Software Version 4.1.3CNJ( ����---- Compliance Certificate Project Title: Hudson Base model Report Date:08/07/08 Data filename:Y:\Pace Communities\Hams Street-Qby\HUDSON-1.RCK.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: 10% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: Hams Street PACE Builders LLC Ethan P.Hall Queensbury,NY 12804 243 Ridge Street Rucinski Hall Architecture Glens Falls,NY 12801 627 Maple Ave Saratoga Springs,NY 12866 518-580-1905 ephall@nycep.rr.com Compliance: Compliance:22.0%Better Than Code Maximum UA:305 Your UA:238 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or ■.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 67 30.0 0.0 2 Ceiling 2:Raised or Energy Truss 576 30.0 0.0 18 Wall 1:Wood Frame,16"o.c. 1556 19.0 0.0 82 Window 1:Vinyl Frame:Double Pane with Low-E 163 0.380 62 Door 1:Solid 21 0.140 3 Basement Wall 1:Solid Concrete or Masonry 819 10.0 0.0 71 Wall height:7.6' Depth below grade:6.3' Insulation depth:5.0' Furnace 1:Forced Hot Air92 AFUE Air Conditioner 1:Electric Central Air13 SEER The proposed building represented in this document is consistent with the building plans,specdbcations,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 thi age,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifics" this Code. P. Name-Title `r� _4T 41W1. Date iM Project Title: Hudson Base model Report date: 08/07/08 Data filename:Y:\Pace Communities\Harris Street-Qby\HUDSON--I.RCK.rck Page 1 of 4 CREScheck Software Version 4.1.3 NJ( Inspection Checklist Date:08/07/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 2:Raised or Energy Truss,R-30.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.6'ht/6.3'bg/5.0'insul,R-10.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.140 Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.92 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage 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. ❑ 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 dearly 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: Project Title: Hudson Base model Report date:08/07/08 Data filename:Y:\Pace Communities\Hams Street-Qby\HUDSON-1.RCK.rck Page 2 of 4 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-8. • Lj Supply ducts in unconditioned spaces are insulated to at least R-11. Li 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). Ll 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: Lj Separate electric meters exist for each dwelling unit. Fireplaces: Ll 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: Lj 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. Lj Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Lj 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-depletable sources.Pool pumps have a time dock. Heating and Cooling Piping Insulation: Lj 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: Hudson Base model Report date: 08/07/08 Data filename:Y:\Pace Communities\Hams Street-Qby\HUDSON-1.RCK.rck Page 3 of 4 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 Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 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: Hudson Base model Report date: 08/07/08 Data filename:YAPace Communities\Hams Street-Qby\HUDSON--I.RCK.rck Page 4 of 4