Loading...
2007-671 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: P20070671 Date Issued: Tuesday, August 26, 2008 This is to certify that work requested to be done as shown by Permit Number P20070671 has been completed. Location: 16 PARK VIEW Ave Tax Map Number: 523400-302-014-0003-059-000-0000 Owner: RMG PROPERTIES, L.L.C. Applicant: GAMMON CONSTRUCTION LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling .4 ; 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: P20070671 Application Number. A20070671 Tax Map No: 523400-302-014-0003-059-000-0000 Permission is hereby granted to: GAMMON CONSTRUCTION LLC For property located at: PARK VIEW Ave 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: RMG PROPERTIES, L.L.C. 30 CLEMENTS Ave Fireplace Garage-2 Cars d SARATOGA SPRINGS, NY 1286 Single FamilDwelling $160,000.00 Total Value $160,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2007-671 Lot 72, Parkview Avenue 1829 sq ft single family dwelling with 1 fireplace and 386 sq ft garage $258.08 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,November 20, 2008 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow"of Q�nsbu To d$ N vember 20, 2007 �4 D BY ova '' for the Town of Queensbury. SIGNS �' � � ury• Director of Building&Code Enforcement ......... . ------------------------ - . /OFFICE USE ONLY TAX MAP NO. PERMIT NO. , FEES: PERMIT RECREATION_ ENGINEERING ; (if applicable) ' PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL £e 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: f}lri ri runs-ruC&r _ZLC OWNER: 1204G- t ofl4e S GL C. ,�0 C(Rmenfi Avenve__ 3U G1PrnenT- eLL/etwie_ ADDRESS: Sa to Vvfj g S P f In 5 S_t):j I'D Ao(o ADDRESS: `ci4 SD/-ina s N�[/a 58�- 93y3 RA / 3m- S8'7— �i35�3 ��j PHONE NOS. PHONE NOS. �- CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:13O 6 CA1n*Vr1 PHONE: 376-Q-3-:� (o LOCATION OF PROPERTY: P4 r k y Iek) a ve n v e. 1.o T SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p CJ o APPLY TO YOUR Z I— WL O cn a W PROJECT o O _ LU w ¢ a v z Q Q :- can ?vacn Ori � ►~L a = 0s SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS—__j TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL 6p ATTACHED q ' GARAGE(;93) o OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: I_ ko tMD -07"­ FUEL TYPE: Al/ �r /4oT Art. HEAT TYPE: 'HOW MANY FIREPLACE(S): _AND/OR WOODSTOVES(S): ZONING CATEGORYsIFoe-1b ARE THERE WETLANDS ON THIS SITE? / (D IS THIS A HISTORIC SITE? 1 V 6 PROPOSED USE OF BUILDING OR ADDITION:�r `Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 4. Town of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 410 ARE THERE EASEMENTS ON PROPERTY? �I 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. Signe /,- e-'"ge LLC - 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) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building 0 % herein is found to be in accordance with the described herein in accordance with said ; ; zoning Laws of the Town of Queensbury. Application: 1 , 1 , , , , ,0. , , , , , BUILDING &CODES APPROVAL ; ZONING APPROVAL , , , , , DATE ; DATE , , , _--------__________ 4UESTIONS? CALL 761-8256 OR EMAIL codes(ftueensburv.net VISIT OUR WESSITE FOR MORE INFORMATION WWW.gueensburv.net Toznn of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY 12804 07-671 OFFICE USE ONLY PROJECT NAME:C��•n•'��r� STAFF INITIALS: ; BUILDING PERMIT SUBMISSION ; DATE: CHECKLIST FOR: SINGLE FAMILY DWELLING 1. Building Permit Application Completed? YES NO N/A 2 Energy Form or CheckMate Energy Code Compliance Forms Complete? (2-copies) ____ - ------ 3. Energy Code Inspector's Report from Checkmate Program? (2-coies) f 4. Septic application completely filled out? I � � I (Ifapplicable) 5. Electrical Inspection Form complete? 4 6. Two (2) sets of the plans each of the following: YES NO ; N/A a. Floor plans (s)? -� - b. Foundation plan? c. Cross sections (s)? ! d. Elevations? e. Window and door schedule? g. Plans signed and sealed by registered architect or engineer? V h. Window and door schedule? Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic system or sewer line? 8. Setbacks from property lines to new structure? ' 8 Setbacks to neighboring wells and septic systems, including onsite well and septic s stems ff applicable)? 9. Driveway Permit? Town of Quembury- Community Development Office• 742 Bay Road,Queensbury,NY 12804 Check Residential Plan Review: One& Two Family Dwellings YIN/NA (2)Full sets of plans Over 1,500 sq. & —Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size �i 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 idential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans,if required r6;j11rop in 10'Exterior Grade raming Cross Section For Each Roof Line,Vertical Fire Stopping Every 10 Where fired e and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls P tforms At Exterior Doors S irway Headroom 6' 8-'All Stairs 36"Width Stair Run and Rise Winder Run and Rise { S " I Not Allowed From 2nd Story oke Detectors Battery Backup and Proper Location BWffoozn Fixtures Proper Clearance vf H idth,36"min. THais More Than One Riser On Open Sides g and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. ety Glazing Notes For Required Areas vt?rage Fire Separation Garage Floor Sloped Attic Access wo of over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required js— ept 7: ic To Well Or Water Line Separation All Paperwork Signed I Community Development Office ; own of Queensbury - 742 Bay Road - Queensbury, New York -12804 ; Marilyn Ryba,Executive Director- David Hatin, Director of Building&Codes ; Craig Brown,Zoning Administrator ; ` WINDOW SCHEDULE ------------------------ JOB : 4 SITE/ADDRESS: ,r10l 1-kVI euJ UUUe40e_ Lo7Z 7 DATE: OWNER: - - fie S L C APPLICATION NO.: WINDOW- UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR WIDTH IN MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODELITYPE CALL WIDTH HEIGHT VENT OPENING IN INSTRUCTIONS ON PLAN ¢/�1{`/� /� C y� '\ / SIZE INCHES INCHES a83 6 a ' 8" 5 3,3 l 3 -S_ 8-S(o l 7- ?c a 41'_8�, `�• / - / a S 6 �2 oe 70 05 0VC If S'_ C y 6- o Y 6 . o y 3c2-S(o 6-'70 -_______________________I I 1 Community Development Office awn of Queensbury ■ 742 Bay Road • Queensbury, New York -12804 ; 00 Marilyn Ryba,Executive Director• David Hatin, Director of Building&Codes Craig Brown,Zoning Administrator 11 BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS AREA OF ROOM IN ACTUAL LIGHT REQUIRED ACTUAL SQUARE FOOT HABITABLE ROOM SQUARE FEET SQUARE FOOTAGE VENTILATION-4% VENTILATION OPENING FOR REMARKS OF ROOM AREA SQUARE FOOTAGE EGRESS aV-rA/G 9G 3 ya 7 a J I• i L�2 .0 8 o vKr CH a'7� /� l�-off X3-5 i-oo 1)EAJ I YO 5- 6 l 3_ 6h o y Mf+5rF9 !� _�� P,C-DR XM 1 q Y 3 9� `7 , '7 oy 8 y 6 - o v - o y QUESTIONS? CALL 761-8256 OR EMAIL codel(Maueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.auensbury.net .�%.-.. .................'" OFFICE USE ONLY / -__. .__. _A I ,$ TAX MAP NO. PERMIT NO. �PERMIT FEE i / ; , APPROVALS: ZONING TOWN CLERK_ 1 , � ____________________,.___--_.___ ------ 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: �/�G -ojoer e5 L L C - INSTALLER: LL C,- 30 Glel-n l)4- Que/)ve, 4v(ffn0e- ADDRESS: S1:gr r -�05 c►' 5 IX /.2 06(o ADDRESS: -SQ r-e"+ 710!3 9 SPrs IV y 12 066 (s��) 57e-?-'13g ?-P9-�( (5/8) -93y3 PA PHONE NOS. PHONE NOS. LOCATION OF INSTALLATION: q c,fPnyC OT ... ...... .........................g....�..........7.................................: ; : RESIDENCE INFORMATION: I................................ ' NO.OF YEAR BUILT ! X COMPUTATION_ = ' TOTAL DAILY FLOW GARBAGE GRINDER ... .BEDROOMS ! 1980 or older j X '• 150 gallon per bedroom _ INSTALLED? /1/0 ............................................... ;.........I...........t .. ... . .• . 1981 -1991 { X 1 130 gallon per bedroom _ ! - SPA OR HOT ................................................;..........................................•.,.;.........�............................•.............•.............•... ..................................... 1992-present ! 3 f X 110 gallon per bedroom `•. _ 3 3© INSTALLED? TUB A16 t.....-.... ........_._...............z........................ PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND r/ LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? S� 1, 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 J ges-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: ©L d6 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. ✓ - _ _ _ _ ____. # /DEPTH OR THICKNESS _FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: EiJ SY54Pni 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. li:.:.:...:::.:..:.....:..........:.........:.::........:.......:....:..:........:............................:.......•......,,......................::,.::::. .,. •:...,:,:,.:..:..:.::.. 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@aueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensbury-net C) Signatuie of Perso esponsibie Date t Town of Queensbury - Community Development Office 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential I In ection No. (518)761-8256 Arrive: 2"-� a am j Date Inspection request received: Inspector's Initials: " NAME: v� P M #: LOCATION: f L i.`) D T « - TYPE OF STRUCTURE: Comments: Ye Y No WA 4" Building Number Address visible from road Chimney Height/"B'Vent/Direct Vent Location Fresh Air Intake t 3 inch Plwnbkv Vent through roof minimum 6 inches Roof /Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 indhes above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Ternunation at Newell Post or Wall Interior/Exterior Railirys 34 inches to 38 inches ---- Deck Brae /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 Indies above grade Interior privacy/tram I doors I main entrance 36 inches Bathroom/Kitchen watertight Safety olazing/Window in stairwells safety gkuft Interior Smoke_ glectors/Carbon Mono Detectors Every level: ery Bedroqm Outside every area: ✓ . Inter Connecter: B badcu : Attic access 30 inches x 22 inches x 30 inches in accessible area Crawl Spaces 18 inch x 24 inch access,1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.fL Emergency egress below grade Gas Furnace shut-cliff within 30 feet or within fine of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Va s installed/Heat Trap/Water Ternp 110 Enclosed Stairs Sheetrodk Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed property Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Mpe Bond' As Built System/Sewer Dept.Inspection Sticker Site Plan /Variance reqtAred Flood Plain Ce ' ," fired th issue C/C C/O Pennarhent LABuilding&Codes Fomhs\Building&Codes\lnspec don Fomhs\ReskWntial Final inspection Form revised_100405.doc;Revised January 7,2008 "_7 - 4/ . �U( Queensbury Building & Code Enforcement - Residential a pection O\ce No. (518)761-8256 Arrive: --f—w a rt: aln/pm Date,lnspection request received: Inspector's Initials / NAME: l P #: -2.7T_.ai LOCATION: T TYPE OF STRUCTURE: Comments• Yes No NIA ,V Budding Number Address visible from mad ChimneyHeight/W Vent/Direct Vent Location — LR5 N=-\'?� —. Fresh Air Intake 3 inch PlumbingVent through roof minimum 6 inches T� 6� & r i l6 . Roof Cwplete/Exterior Finish Complete _ Platform at all exterior doors Vf Handrail 4 or more risers Guards at stairs,decks,patios more than 30 irx1m above grade Guard at stairwell at 34 inches or more Guard at deckporches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Brat /Handicapped Ramp Compliant J° Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas valve shut-off evosed/regulator 18 Indies above Interior privacy I torn/doors I main entrance 36 inches Bathroom/Krtc:hen watertight S /Wpidow in stairwells sdety VM!K�N NL— Interim Smoke /Carbon Monol Detectors Every level: E Bedro�m 1J Epp Zc r�t �1(� M\1J Outside every area: ✓ fib Inter Conner edd�: backup: ✓ Attic access 30 Inches x 22 indiies x 30 inches in aooessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within fine of site Oil Furnace shut-off at entrance to furnace area FumaceMot Water Heater operating OF Low water shut-off boiler 71 Relief Va s installed/Heat Trapf Water Ternp 110 Enclosed Stairs Sheetrok:k Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage FI=Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly V Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Pernanent LABuilding&Codes FormslBuikiing&Codes\lnspection FonnslReskWntial Final Inspection Form revised_100405.doc,Revised January 7,2008 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: �--- LOCATION: PERMIT#: 07 47 / Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey been: CrayBrown,Zoning Administrator Notes: L:1SueHemingway\Building.Codes.hupection.FORMS\Final Survey Zoning Administmtor.doc MAP REFERENCE: \\ MAP OF A SURVEY MADE FOR HOWARD LAROSE BY: JOHN B. VAN DUSEN DATED: MAY 26, 1976 Ay r C PAR V IPF S 10�� So \ ASPHALT DRIVE M° 74 i 73 O. IO d4 ; 2 STORY / /Qa iy00. / WOOD FRAMED / 0 HOUSE / Z � / i // 0 kck h 71 Z. Z LOT 72 AREA t o\� 7,517 sq.ft. 0. 17 acres S Np)os•Vr 77, ?0 L✓��y C. LEGEND: LANDS N/F OF \ ' WILLIAMS \ „ IRF 0= IRON ROD FOUND IPF 0= IRON PIPE FOUND ''0,= UTILITY POLE � t.AN —❑ o— = FENCE LINE -- D ' 7 ate: August 13, 2008 cdn- �..i S y� 'uNAUTNow�n AUSED LA OR RVEYOR To A suevEr Map of a Survey made for Scale 1'=20' MAP BEARING A LICENSED LAND SURVEYOR$SEAL R A VIOLATION OF SECTION 7209.sus-DIVISION a OF THE NEw YORK STATE EDUCATION LAW* S `a ONLY COPI%1TH A FRON DIEORIGINAL OF THE OF THIS SURVEY YORS /`J SM S rLL 1 AN OapERE of nB LAND SURVEYORS sEAL SHALL sE CONSIDERED ro BE vAtro TRUE COPIES.' 1 S SURVEY WNS PREPARED I��s, THAT Michael L. 8c Beth P . Manning THIS SURVEY WAS PREPARED CAN ACCORDANCE w1TH THE EXILand Surveyors OY THE OWE a PRACTICE A FOR LAND Of PROFESSIONAL ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFE°,SONAL LAND SURVEYORS R W OM THE A IORSSURVEY SHALL RUN Of.A 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON INS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL SHEET I OF I AGENCY AND LENDING INSTITUITION LISTED HEREON,AND 169 Haviland Road Queensbury, New York 12804 TO THE ASSIGNEES OF THE LENDING INSTITUTION. Town of Queens bury, amen County, New York 1 8118198 CORRECT HOUSE LOCATION Manning (518) 792-8474 New York Lic. No. 50135 NO. DATE DESCRIPTION DWG. NO. 04151_72 Framing / Flrestopping Inspection Report Office No. (518)761-8256 Date Ins P on request received: - Queensbury Building &Code Enforcement Arrive: I am/ part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:_ NAME: PERMIT# 0 7 — ll LOCATION: I INSPECT ON: TYPE OF STRUCTURE: Y N WA COMMENTS: Framing �_W 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 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 v Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 s#grade LABuilding&Codes Forms-oLDlBuilding&CodesUnspection Fom\Fran*V Firest+.gypping upec Lion Repoit cloc Revised January 7,2008 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: a D art: am/pm 742 Bay Rd., Queens ury, NY 12804 Inspector's Initial / 2 NAME: �' PERMIT NO.: T LOCATION: re-') INSPECT ON: RECHECK: Comments and/or diagram Soil T oar / Clay Type of Water: Munici I Well Water Water ration 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 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: VY N End Ca N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front4pprcved Left Side Right Side Middle Front Middle Rear System Use S 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 Fonns\Septic Inspection Report.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins ection request received: 2 v Queensbury Building & Code Enforcement Arrive: ID am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Insp is Initials: NAME: 6;_C ►�oV-, 6 ,� PERMIT#: ��1-�P7� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A 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 15 minutes Insulati Residential Check/Commercial Check ek 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: �G I 1 1 � Y Lo(� A-r Rough Plumbing Insulation Report-revised Nov 17 2003, revised February 15,2005, revised January 7,2008 `D' ^ V y".1 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:—).,Ar,,, am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , NAME: f-�ya)M YYl car PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: d Y A 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 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall all Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade L:�Building&Codes LDBur N&codesinspecdon FortnsTraming Firestopping hrspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection quest received: Queensbury Building&Code Enforcement Arrive:/O- m/ m Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials - r` NAME: �A in.1 k&d A) PERMIT#: LOCATION: ,q iwir 16-4j INSPECT ON: Z T E OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers /v Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour j Firestopping v 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 I below grade 5.0 sf grade C/—%/ . 14-rf Framing / Firestopping Inspection Repo Office No. (518)761-8256 Date Ins iop request received: ^ i ' Queensbury Building &Code Enforcement Affive:Ins Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: P�� NAME: PERMIT# 7 0/1 1, LOCATION: INSPECT ON: dam° TYPE OF STRUCTURE: Y N N/A COMMENTS: Framis Atti E22x 30" minimum n 0 tf �C! fg U y A-�-(A Jack Studs/Headers Bracing/Bridging Cj 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 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fortes-01-Muilding&CodesNinspedion FomsT►arrft Firestopping Inspection Reportdoc Revised January 7,2008 Rough Plumbing / insulation In pection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pr Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ��----- NAME: PERMIT#: C/ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NiA R gh Plumbing/ it Plates umbin Vent/Ants in Place 1 %4udLmk4n1Gm Drain Size �.� J 1 Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pre' ure Test /Vent it Head 5 .S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air Head 0 .S.l for 15 minutes in ation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Prop2r 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 Inspectii4n request received: Queensbury Building&Code Enforcement Arrive:-U U am/pp Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: (2-Z— NAME: L-2 PERMIT#: LOCATION: INSPECT ON: 1 2 O TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging j Joist bangers { Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more I Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/s 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 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspedign request received: /ajo Queensbury Building &Code Enforcement Arrive: Z GN am/pm Depart: am/pm CL � 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:,S NAME: 6( m 106 t PERMIT t LOCATION: k gZ r- INSPECT ON: 1 C14 a � TYPE OF STRUCTURE: Framing Y N N/A COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 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 Anchor Bolts 6 ft. or less on center k_( Ice and er shield 24 inches from wall e separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side h inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (" 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&CodesYnspecdon FormsTrarrung Firestopping Inspection Repoli doc Revised January 7,2008 - �'4 ' ' /M C�vk-� Foundation Inspection Report Office No.(518)761-8256 Date reque t re ved: Queensbury Building&Code Enforcement Arrive: amJpDepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspec or, tials: NAME: `. G�4+''lti`D C C?�" S . PERMIT#: " LOCATION: a e,-) e - 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 e concr , . ei~i s r this purnoge on site. (:21atfujifement io / allpour in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM '52 - o "e-&01-16IJ7 - Foundation Inspection Report Office No.(518)761-8256 Date Ins on request received: Queensbury Building&Code Enforcement Arrive: am/p (� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto RS Initials: " — NAME: PERMIT#: LOCATION: u` TSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A t' gs Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of se on site. at s or Foundatio Wallpour a Footing Ipow s or Keyway in place Foundati n Yampproofmg 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection�uest received: Queensbury Building&Code Enforcement Arrive:. : 0 7 am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: Rv NAME: y 1A,,,4 N PERMIT#: LOCATION: f-A-Q l< VIZ-A) INSPECT ON: / b TYPE OF STRUCTURE: Comments Y N N/A F tings "Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1- t Foundation Inspection Report Office No.(518)761-8256 Date Ins7,*o uest received: Queensbury Building&Code Enforcement Arrive: f pyl �_/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: � NAME: _6PERMIT#: (9�7 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Monolithic Slab Reinforcement in Place �ff The contractor is responsiblyfor . providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10$. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM l.r/ZW ZUU I 11:56 5187989017 WILLIAMS & WILLIAMS PAGE 03 u T 7 LF.ACW RELDt 54'TOTAL RUN 9 RUN$OF 18' EAC�1MINIMUM 20'R2OM HO"R D15T1QIpUTlON TANK a 1000 GALLON 5EPTIC TANK NItNIMUM{O'PROM ►IOUBE UA W f m nit t � '�us� � N , # , me —� WWI- I Ulm Ha Upf --GARAGE 51DWALK � -- L s � i 1 b ARivEWAT now s r42'$-"w on SNOW" PARK view AVENUE FL.OT PLAN •o• w�aSWANN I [new REScheck Software Version 4.1.1 Compliance Certificate Project Title: PLAN NO. 1829-07 Report Date: 10/19/07 Data filename: C:\Program Files\Check\REScheck\1829-07 GAMMON-LOT 72 PK VIEW AVE,QBRY.rck Energy Code: New York State 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: LOT 72 BOB GAMMON JESSICA CHENIER PARK VIEW AVE GAMMON CONSTRUCTION WILLIAMS&WILLIAMS DESIGNERS QUEENSBURY,NY 12804 30 CLEMENT AVE 509 GLEN ST SARATOGA SPRINGS,NY 12866 GLENS FALLS,NY 12801 518-587-9343 518-798-4687 a • Compliance:28.9%Better Than Code Maximum UA:436 Your UA:310 Gross Cavity Cont, Glazing UA Assembly Area or R-Value R-Value or D.• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 978 38.0 0.0 29 Wall 1:Wood Frame, 16"o.c. 1050 19.0 0.0 63 Window 1:Wood Frame:Double Pane with Low-E 83 0.350 29 Door 1:Solid 18 0.130 2 Door 2:Solid 27 0.130 4 Door 3:Glass 53 0.330 17 Wall 2:Wood Frame, 16"o.c. 984 19.0 0.0 59 Window 2:Wood Frame:Double Pane with Low-E 103 0.350 36 Basement Wall 1:Solid Concrete or Masonry 994 11.0 0.0 71 Wall height:7.6' Depth below grade:5.6' Insulation depth:7.6' Floor 1:All-Wood Joist/Truss:Over Outside Air 13 30.0 0.0 0 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 New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and ned this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifi ns a co iance with this Code. &>' Z Z bo Name-Title re Date Project Title: PLAN NO. 1829-07 Page 1 of 4 Data filename:C:\Program Files\Check\REScheck\1829-07 GAMMON-LOT 72 PK VIEW AVE,QBRY.rck Report date: 10/19/07 i t. REScheck Software Version 4.1.1 Inspection Checklist Date: 10/19/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.6'ht/5.6'bg/7.6'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.130 Comments: ❑ Door 2:Solid,U-factor:0.130 Comments: ❑ Door 3:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:92 AFUE or higher Make and Model Number: Air Leakage: ❑ 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. Project Title: PLAN NO. 1829-07 Page 2 of 4 Data filename:C:\Program FileslCheck\REScheck\1829-07 GAMMON-LOT 72 PK VIEW AVE,QBRY.rck Report date:10/19/07 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 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 R-11. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-6. Lj Supply ducts in unconditioned spaces are insulated to 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: 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. lj 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: Li 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 clock. 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: PLAN NO. 1829-07 Page 3 of 4 Data filename:C:\Program Files\Check\REScheck\1829-07 GAMMON-LOT 72 PK VIEW AVE,QBRY.rck Report date: 10/19/07 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature("F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes 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: PLAN NO. 1829-07 Page 4 of 4 Data filename:C:\Program FilesZheck\RESchecM1829-07 GAMMON-LOT 72 PK VIEW AVE,QBRY.rck Report date:10/19/07