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2004-622 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: P20040622 Date Issued: Monday, June 13, 2005 This is to certify that work requested to be done as shown by Permit Number P20040622 has been completed. Tax Map Number: 523400-290-000-0001-082-001-0000 Location: 24 STONEHURST Dr Owner: ROB ROY, LLC Applicant: ROB ROY, LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling �J Issuance of this Certificate of Occupancy DOES NOT relieve the /d 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: P20040622 Application Number: A20040622 Tax Map No: 523400-290-000-0001-082-00 1-0000 Permission is hereby granted to: ROB ROY. LLC For property located at: STONEHURST Dr in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: ROB ROY, LLC Fireplace 243 GEER Rd Garage-2 Cars Attached HUDSON FALLS, NY 12839-0000 Single Family Dwelling $297,900.00 Total Value $297,900.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2004-622 2300 SQ FT SINGLE FAMILY DWELLING $320.10 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 03, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To n of ens r d tember 03,2004 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ECE . Building Permit A,pplitat 0� AUG LE Town of Quecnsbc�y—Dept of Community Dcvclopmcnt,742 Bay Road,Queensbuiy,OWN�F SBURY SOURY Coo (518�761.8256_ri_ -. _ gU1LDiNG A permit must be obtained before beginning const notiorl Fermit File No, No i apection willbc i ado until applicant I=received a Fee Paid valid building vernit. All vrplio=ts spaces on this Reap Fee Pas application mustbe oa=pleted and must appear on the Roviowed B . applidntion =ess. ` �,�, Address" ._..�..�.. Phone#{ Phone#( } k- property Location: LotNurnber: „i HouseN=ber„_„•,,,.,/ V. 3=7 i Subdivision Name: n r�F. �4j; 7 Tau Map Number. or Now Building: re !commercial 'Estimated Muket.Value of Construction:$ a Addition: residence! commercial if an Addition,what will use of now addition be? 0 Alteration: residence,/ oommercial n Vo:ohan$e to vftdor size: residence!com'1 a Other wbs'k(describe ) Check OcoupancylaYormation 10 Floor 2,44 Floor Other floor Total Baio 24.fL sq.i't, sq.St. Square Feet Single. ii. WE*; -0 a Two famil -dlwrollin n Townhouse o M X dwelling #'Of=its_____ o OfSaa a Mere e o Msaufi�otut�u a . 1 catdetached e C 2 car detached ME a 3 cat dataohed V a e a 1 oar i tchtd: a I 2 ear attached 2=90 . tl 3 c$r attachdd � 1 ` * St—=Se building- J commercial a Storage building- reaidential t . a otba What is the proposed height of the structure r foot inches 'Will any soeond-hand or ungraded lumber be used4 Sf so,for what? Type of Heating System: electri.e l oil / gas/a ood €creed hot air baseboard/other: Number of Fj=(gM to be iq�ed Number of Modstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Address Phone Number zL- Builder e C- . �� -�l5 MP(IIQS ' ' •�.•.IJ I dC `�iectriaian L 11ee1at Agil: please sign below after you have carefully read the statement: To the best of=y lmowledge the statements contained in this application,together with the plans and spoeiflcations submitted;are a true and complete ttatement of%nproposed work to be done on the described premises and that all pzovisions of the Building Code;the Zoning Ordinance and ail other laws pertaining to the proposed work shall be oornpliod wlth,'wfiether apccMod or noted,and that such work is authorized by the owner. Further,it is understood that Vwe shall subtnit,prior to a Certmoate o£Occupancy or Certificate of Compliance being issued,as requested by the Zoning A.dmftistcator.of Director ofBuildin.g and Codes,aa&A-WYjTZ=by a licensed surveyor;drawn to scale,showing actual NO looation of o o eIW17 I _,,,_ owner,owner's agent,architect,aontzactor �Q h " ECEE. ED Application for Permit Septic Disposal System AUG 0 J 2004 Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 TOWN OF QUEBNSBURY 1. 4WNERINFORMA'TION: �..••....-.....•...,,, UlL" I i;'A�J "C DE - Q££ica Location of installation: Z—e�`S� �� '�,�Nt1C!! Q(�r File permit No. Tax Mnp No. / / /. L � Fee Paid --- Owner's Name d �- �7 .•,.•....•....................•.,..,,.•.,,..•.,,...,,.......•,,.,,,.,.,,.,,...........•.... Address: Gad'" 2. INSTALLER'SNAMERM 2'6kAc C� i JI l _ PHONE NO. �� F6� 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House, -No. of Bedrooms--- i = Total Daily 1980 or older- x 150 gal/bdrm =1980-1991 . x 130 al/bdrm = 1991-pr sent x 110 gal/bdrm = �� Garbage Grinder installed yes 1 no +� Spa or Hot Tub Installed yes 1J7./ no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Soil ature Ground Water _ Bedrock a m e 'ous Material Domestic,W_a=_aW.& Flat at what depth at at depth al o ng loam r feet et riw Steep slope c a Vh ?' water supply slope other from any septic-system depth; absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: _ "7 minute per Inch 5. PROPOSED SYSTEM: E2r 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 le l field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: gallon(min. size 1,000 gal) Tile Field: each trench 7 f 1. Total System Length: ft. Seepage Pit(s): number of size of each: ft, by ft: Size�f Stone to be used: # _ / depth or thickness feet Bed System Size: �� x . 60 Alternative System: length andlor size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &WORMA.TIONTOR RESPONSIBLE PERSON(please read) 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 Queensbury Sanitary Sewage Disposal Ordinance, Signature of re onsible person bate . ..: � ._ _.�', ' , '•a. ,, r'1'��7V 11,'t�A \.�,tl�«�����tltr� 1 fit-worm and 49. 0wilp'o Y bkpioisal t:itolAt't• �I�I�<:titti x t POND ' � A�l.►it)������Y'�t�� Ii'Y h)I�L� . - • �I:Y'�it11,'1'Y�?f�i Y�Yrt�t;l�izi�%ai+;nr°��__ - —. , , , ____ , S1'it►lMtw1 ,• wow ••wrw.�.w.•�.•�»w>.�..•rr.�� • � ,' 'ttt+�uti C�,�IC� RrM1.... at WooJv , 10, M1 ' - � � 1, ,� , I1�•1 iY. t - .. EDr ' ��+tJItPt1ti11 - ' r ' • •. •�.tic ENERGY CODE COMPLIANCE APPLICATION 6 C E 1 VE D TOWN OF QUEENSBURY, WARREN COUNTY AUG 0 9 2004 9000 HATING DEGREE DAYS TOWN OF QUEENSBURY Compliance Methods:Part 5 -Acceptable Practice Method—1&2 Family Dwellings{ BU.LDING AND CODE Part 6*-Thermal Rating—Component trade Offs 1&2 FamiIy Dwelling; Multi'FamiIy Dwellings(3 Stories orless) Part 4*-Design by Component Performance,Commercial Buildings4h Rise Residential *Requires submission of worksheets Ap 'S NAME: PROP RIY L ATION: 7SIX PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: I. Gross Floor Area X06-1 square feet 2. Type of heat- Electric Oil_ Gas Other 3. Is building mechanically cooled7 yes r/ No 4. Percentage of area of windows and doors Over 17% V"Under 17% 5. IZ VALUES FOR.INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS , SHOWN ON PLANS SUBMITTED: a: Roof R � b. Exterior walls R j C. Glazed areas R D d. } Exterior doors R // e. Floors over unheated spaces R I' f. Edge of slab on grade(heated building) R_ /0 g. ) Basement/cellar xralls(above grade) R 1-0 h. Basement/cellar walls(below grade) R 10 i. Heating/cooling-ducts-piping in unheated space R� 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED pp �c 's S' n ture Date Phone Numbe M��FJ- 7 .6CO3,T INSPECTOR'S REMARKS: F 1 `I R V S WINDOW SCHEDULE Job Site/ ress: Date: Owner: �� ZL c Application No. Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening. Glass/Vis Egress/Cle . Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size Y, 17 q, GL 32 Y9" 3f% 3'a� 41'P S, , 7 33 a a 5 5 y 1, 6 JS ��"v y%� a� tif 114 Example Entry A Andersen Narroline 3062 3' 2 6'51/2 15.30 8.36 6.01 34 2415/36" Tempered Double 113" 11116 Glazing Hun RECEIVED AUG� 0 9 2004 TOWN OF QUEENSBURY CADocuments and Settings\Sue\Local Settings\Temp\Window Schedule.doc BUILDING AND CODE Job Site Address: eW e� Al2- Date:.. Owner: ai Z� LZ✓CY Application No. File rr N.. Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent .Actual Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet A-11: I G , 5'a .0 5 .76 /,0 `3? 7fe, -� A 2,-* ! .5Fo?ef / 1 3,6 ,3? , 3 ;�7 R �' *2 / 7'r)q 7 0 5 9, 66 Kt:kjr-1 VA. AUG 0 9 2004 TOWN OF G1UEEtsSBURY . L:\SueHemingway\8uilding.Permit.FORMS\NatLightVcntil.Calcu]ation.Sheet.doc BUIL�AND C.-- Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A Full sets of plans Over 1,500 sq. ft.—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 } 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.Heiglit above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK � �,G�►o�`� ----� Damp roofing 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 e uired 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 r Winder Run and Rise Spiral Not Allowed From 2n Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>,30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic AccessL��� oof over 30"—22"x 30"/Crawl Spaces 18"x 24 Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Project Name: ZoT&—D 14 Ct,) ktee /;-- BP# Building Pern-iit Submission SFD AUG U 9 2004 Checklist 2-Family TOWN OF QUEENS RY BUILDING AND CO All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuikling Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ............... ...... ................ �]3es ❑no ❑n/a 2. Energy Form or CheckMate Energy Code Compliance Forms Complete.. V)es ❑no ❑ n/a (2 copies) J 3. Energy Code Inspector's Report from CheckMate Program... ... ...... ... .. ❑)'es ❑no ❑n/a (2 copies) 4. Septic application completelyfilled out(if applicable)... ... ......... ... ... ... []yes ❑no ❑n/a 5. Solid Fuel Bunting or Gas Appliance Form... ... dyers ono ❑u/a 6. Electrical Inspection Form......... ............ ............ ... ... ... ...... ... ... .. Z),-'s ❑uo ❑n/a 7. Two(2)complete sets of structural drawings.............. ... ... ... ...... ... ... . ❑no ❑r/a a) floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule 9. Two(2)site plans showing location of the structure to be built,...... ... ... [;' )es Ono ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from propertylines to new structure......... ...... ............ ... .. 14yes Ono ❑n/a 10. Setbacks to neighboring wells and septic systems,including onsite well... . ❑yes []no [�a and septic systems Cif applicable) 11. DnvewayPermrt...... ......... ... ... ...... ... ..................... ...... ... ... ... yes ❑no• ❑n/a Date: i Staff Initial: L-\SueHemingwt\tuikiingl'erner]--ORMS\Generic Cliecldist.doc January28,2003 Fire Marshal's Office ['own of Qucensbury;74 aqygd�, I ciis� Y,NY (518)761-8205 AUG 0 9 2004 Application. for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliance�OWN OF QUEENSBURY BUILDING AND CODE Date �p� , 20D Permit No. Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant-to-the New York State Fire Prevention and 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 per form required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: ;�j ` —A4eW 17Stove: wood coal pellet gas . Fj1Lqaa=j&sert Address:" 5r'P - OA /PireaLace, factory-built• wood gas Fire lace masonry: wood gas CFLuirnace: wood as. oil Phone: �� -Oe�� rr�� If non-masonary applicaancce, please provide Owner: ICb GGc _ u&_ Manufacturer Name/ lj Mdson .�-5 Model Number: \ . Address: . v,� Chimney Information Phone:- 7 YC--WJt 7 S(�3� !L __ (circle appropriate words) Masonry block brick stone Flue the steel size: inches Exact Address:t/-67-(-P of construction or installation Factory-Built Manufacturer name: Model Number: Note. Listed By: Number: Construction IInstallation must con Orin to NYS Fire Prevention &Building . Indicate(circle) chimney material: Code. Consult available Town of Queensbur)r Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner C7ssc�`ia[eac-'�r.�ep z-Emme t—To ri o�'Qu�� bury, .ZW Fire titarshal Code# $Collected $Refunded Received front.(refunded to): A5,oo - address: A 173 3389 (190) Public Safety A 233 2655 (230)Minor Sales -- DATE: ? Al Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date r , 20 �t — Permit No. � Application is hereby made to the Building& Codes Office,for the issuance of a Building anti Use Permit pursuant to the New York State Fire Prevention and 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 per form required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) 6 �, f P C �`` Stove: wood coal pellet gas Name: I ,� � �- � F�irep1acai sect -� A.ddress:�,'O­t 57C� �'761Y " fit, fireplace, factory-built: wood {gas' Firepinrasonry: wood gas 1 Furnace: wood C ka oil Phone: �i*6 -00 3 F; If non-masonary applicance, please provide Owner: �'� tr. Manufacturer Name: Address: : ? cL� ` Model Number: Chimney Info><:mation Phone: f e7 :7 </1 t 36 IV 2 (circle appropriate words) Masonry block brick stone Flue tile steel size: inches Exact Address: 4-6�7 '52 of construction or installation Factory-Built ', " Manufacturer name: Model Number: Note: Listed By: Number: Construction IInstallation must con to NYS Fire Prevention &.Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple ivall / Insulated / Direct venting Chimney Liner Fire Marshal Code# $Collected $Ref:tnded Received fi•on: (refunded to): &I-ri 00 address: A 173 3389 (190) Public Sufety - A 233 2655 (230)Minor Sales , (' _ White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink& Goldenrod(Cashier's Dept.) Queensbury Building & Code Enforcement - VTE al Inspection Office No.(518)761-8256 Arrive: % a pm Date Inspection request received: _T Inspector's InitiaNAME:LOCATION: Trco9P� TYPE OF STRUCTURE. _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location (- Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porche2 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" Gypsum Grade away from foundation 6 in,with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above rade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp, 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safetyglazing/Window in stairwells safety1gin Interior Smoke Det- tors: Every level: a / Everydroom: Outside every bedroom rea: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window _ Plumbing fixtures Foundation insulation Floor truss,draft stoppin finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches _ Garage Floor Pitched Garage fireproofing/3/<hour fire door/door closer Duct work Sealed properlyt Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road l„v Final Electrical J Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Insvection Forins\Res. Final Insp. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: V NAME: LOCATION: PERMIT Final Survey Plot Plan Avuroved Denied The attached final survey has been received by the Dept. of y Community I/ Development. Upon review the survey has be n: ' t_ Crai Bro , Zoning Administrator L� Notes: L:\,SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc Queensbury Building & Code Enforcement - Resid tial i 1 Inspection Office No.(518)761-8256 Arrive: am/pm a t: a Date Inspection re st received: _ Inspector's Initials: , NAME: G P _ IT#: U — �- _ �U' LOCATION: — 0t L30 TE: 3 / U TYPE OF STRUCTURE: _ Comments Y N N/AChimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" _ t� Roof Complete/Exterior Finish Complete Guard 30 in.or more(a)stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors _ Interior Handrails stairs 2 or more risers ��� `\- Enclosed Stairs Sheetrock Underside minimum '/" Gypsum Grade away from foundation 6 in.with 10 ft. p �� Handrail.Termination at Newell Post or Wall 6 inch clearance to sill plate 1-1 Gas Valve shut-off exposed/regulator 18"above gradeb�M� Gas Furnace shut-off within 30 ft.or within line of site 5 N oL� 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 Interior privacy/trim/doors/main entrance 36 in. Bathroom I Kitchen watertight Safety glazing/Window in stairwells safety lzin Interior Smoke Detecto s: Every level: Every Beclfoom: Outside every bedroom a: �/ / Inter Connected: l Batter backu Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&CodesUnspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Framing / Firestopping Inspection Report ,�,� Office No. (518) 761-8256 Date Inspection request received: q Queensbury Building& Code Enforcement Arrive: aip Dep_art: i am/pm '/WIWI 742 Bay Road, Queensbury, NY 12804 Inspector's Initial4s-- NAME: 1p - PERMIT#: ` WID-3 LOCATION: so r INSPECT ON: TYPE OF STRUCTURE: r aming � � /� C®1+'Il�'IEI�1'I'S ck Studs/Headers /'✓ �1�� ���/ss `��C Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheetingl nailed properly P Y PjZD o tDG- 12"O.C. Headroom 6 ft. 8 in. 1�.V.... � Stairwells 36 in. or more 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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3, 4 hour p .Fir"estopping �,C��� P11 Penetration sealed C� 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 \SueHemin-way\Building.Codes.Inspecti on.FORMS\Framing Firestopping spection Report.doc January 28,2003 ' ce-1 30 C.' Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: < Queensbury Building&Code Enforcement Arrive: am/p art: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: LV pe' cjwj PERMIT#: LOCATION: ' 6-P IJr Ei y o'r J f _ INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS fJack 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Fire-stopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 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 Z1 LASucHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 J/ 0 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re ue t r et d: . V It Queensbury Building& Code Enforcement Arrive: m/p Apart: a—rn&m 742 Bay Road, Queensbury, NY 12804 Inspector's Initi I F NAME: O\5 PERMIT#: CX0 LOCATION: A,:, INSPECT ON: TYPE OF STRUCTURE: rFrming -..^_k Y N N/A7 COMMENTSik Studs/Headers Bracing/Bridging Joist hangers d� ��—SEC—� � �L-�� 1p, Jack Posts/Main Beams Exterior sheeting nailed properly ✓ �i_C 1 1f f� 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 %2 (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 snow shield 24 inches from wall ire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping 1'iPtP70 A Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms f 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade I_:\SueHemin,way\I3uilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 P< C—)— Dough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 3S'16Y Queensbury Building& Code Enforcement Arrive: am/p D rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �� mo PERMIT #: d LOCATION: INSPECT ON: l 1AK TYPE OF STRUCTURE: / N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size ('I C— hLel Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family 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: LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003 r Framing / Firestopping Inspection Report A�, Office No. (518) 761-8256 Date Inspection r que t re iv d: Queensbury Building& Code Enforcement Arrive: am/ eipart: 742 Bay Road, Queensbury, NY 12804 Inspector's Ini al NAME: PERMIT#: P)Z (? LOCATION: INSPECT ON: _a TYPE OF STRUCTURE: 1 � Y N lv/a C®l�'Ile'IE1�1TS raming N 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 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 snow 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 %2 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 LASueHemingw•ay\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 29,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection recy e�i .st/rece',ee Queensbury Building&Code Enforcement Arrive: rrl` / Depart: Na 742 Bay Rd., Queensbury,NY 12804 Inspector's InitiaLIV-1pr NAME: ,2MIT#: LOCATION: _ INSPECT ON: _ TYPE OF STRUCTURE:' Comments Ootings Piers Monolithic Slab �� Reinforcement in Place The contractor is responsible for providing protection .from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASucHemingway\BuiIding.Cod es.InspectionTORMS\Poundation Inspection Report.doe January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ part: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial I NAME: i PERMIT#: LOCATIO11k& INSPECT ON: — 3 f TYPE OF STRUCTURE: J Framing Y N N/A COMMENTS 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor B s 6 ft. or less on center Ic nd snow 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Septic Inspection Report E Office No. (518)761-8256 Date Inspection reque r cei d: �Ur 56 Queensbury Building&Code Enforcement Arrive: a p rt: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials NAME: PE IT NO.: ODD LOCATION: AAAI ECT ON: Lr 'QQ SfK-' - CK:' r 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. 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/Partial Location/Separations Foundation to tank Foundation to absorption ft, Separation of Pits Conforms as per Plot Plan Y N 'z' Gv� Location of System on Property: Front Rear Left Side ht Side Middle Fro M' dle Rear System Use Status: Approve Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved U\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No.(518)761-8256 Date Inspection request received: 5 a Queensbury Building&Code Enforcement Arrive: D am/�q p a in 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERI NO.: Aw LOCATION: INSPECT ON: /019,1101 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. _ Absorption Field: Total length ►^f ` ���� Length of each trench _ 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 FjeI4/Pit--- Opening Sealed: VN/gaffial 1 Location/Separations U ^� Foundation to tank Foundation to absorption ft. i\V3 E�7 Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: '— �� � \ \ Front Rear Left Sid lit Side Middle Front dle Rear c ��U __ System Use Status: pprove -. . artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved USueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pn} / - Depart: a pm 742 Bay Rd., Queensbury,.NY 12804 Inspector's Initials: NAME: _ Q d� je on 00 PERMIT#: LOCATION: % INSPECT ON: p TYPE OF STRUCTURE: Comments ------ Y N N/A Footin ers 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASueHemingway\Bui Win g.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req st ece' e Queensbury Building&Code Enforcement Arrive: al 'pm. Depart: 742 Bay.Rd., Queensbury,NY 12804 Inspector's Initial • 1 C� NAME: _ a PERMIT#: ���� LOCA'rION: 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, j Materials for this purpose on site. _ Foundation/Wallpour Reinforc went in Place i -fro—undation Dampproofing Foundation./Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump oting Drain Stone: 12 inch width 6 in s above footing mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- 1 Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection.FO RMS\I-oundati on Inspection Report.doc January 28,2003 J Foundation Inspection Report' D, eq1 1 Office No. (518) 761-82.56 Date Inspection re e re v d: Queensbury Building&Code Enforcement Arrive: a i/p Depart: a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s- NAME: �C�b ,RMIT#: LOCATION: _ _ SrECT ON: TYPE,OF STRUCTURE: Comments _ Y N N/A ootings Piers �- Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pu_pr ose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January A.2003 r � � Foundation Inspection Report Office No. (518) 761-82.56 Date Inspectifre#cv Queensbury Building&Code Enforcement Arrive: Depart: rJr 742 Bay Rd., Queensbury,NY 12804 Inspector's In NAME: O O LOCA'TIUN: N: TYPE OF STRUCTURE: Comments /00tings 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 Foundation Dampproofing j l Foundation./Waterproofing Type of Dampproofing/ Waterproofing Footing Dram 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 SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueAcmingway\Building.Codes.Inspection.FORMSW oundation Inspection Report.doc January 28,2003 A �T VV ervaIuersusinm n �� TJ-Beam(TM)6.10 serial YNpum6er:7003005084 2 Pcs of 1 3/4 x 9 1/4 1.9E Microllam@ LVL User:1 10/26/2004 2:26:31 PM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED S Overall Dimension:4'9" �r��Gp`/l'�� 01�5 4-6" J, 3'3P'" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:5'6" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 1000.0 200.0 0 To 4'9" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.50" 5.50" 4428/'998 10 15425 L5 None 2 Stud wall 5.50" 5.50" 1768/308/0/2076 L1:Blocking 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,1_1:Blocking . DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2840 1345 7689 Passed(17%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) -2235 -2235 14005 Passed(16%) Left OH under Roof ALTERNATE span loading Live Load Defl(in) 0.014 0.200 Passed(2U999+) Left OH under Roof ALTERNATE span loading Total Load Defl(in) 0.016 0.200 Passed(2U999+) Left OH under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:U240).Additional checks follow. -Left Overhang:(LL:0.200",TL:0.200"). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! . PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Kevin Havens curtis lumber 460 big bay rd queensbury,NY 12804 Phone:518-792-8601 Fax :518-792-8603 lgolden@curtislumber.com Copyright© 2003 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. co' , ��aV��e TJ-Beam(TM)6.10SerialNum6e��7 03 osoea 2 Pcs of 1 3/4" x 9 1/4" 1.9E Micr011am@ LVL User:1'10/26/2004 2:26:31 PM Psge2 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group l' 8.75" 2' 8.25" ^ Max. Vertical Reaction Total (lbs) 5425 2076 Max. Vertical Reaction Live (lbs) 4428 1768 Required Bearing Length.in 2.07(S) 1.50(W) Max. Unbraced Length (in) 57 32 32 Loading on all spans, LDF = 0.90 -, 1.0 Dead Design Shear (lbs) -200 247 30 Max Shear (lbs) -475 522 -217 Member Reaction (lbs) 998 217 Support Reaction (lbs) 998 308 Moment (Ft-Lbs) N/A -411 85 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) -361 445 54 Max Shear (lbs) -856 940 -390 Member Reaction (lbs) 1796 390 Support Reaction (lbs) 1796 555 Moment (Ft-Lbs) N/A -740 153 Live Deflection (in) 0-002 0.000 Total Deflection (in) 0.004 0.001 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) -361 370 152 Max Shear (lbs) -856 645 -94 Member Reaction (lbs) 1501 94 Support Reaction (lbs) 1501 183 Moment (Ft-Lbs) N/A -740 16 Live Deflection (in) 0.003 -0.001 Total Deflection (in) 0.005 0.000 ALTERNATE span loading on even # spans, LDF = ,1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) -200 323 -69 Max Shear (lbs) -475 818 -512 Member Reaction (lbs) 1293 512 Support Reaction (lbs) 1293 677 Moment (Ft-Lbs) N/A -411 265 Live Deflection (in) -0.001 0.001 Total Deflection (in) 0.001 0.002 PROJECT INFORMATION: OPERATOR INFORMATION: Kevin Havens curtis lumber 460 big bay rd queensbury,,NY 12804 Phone:518-792-8601 Fax :518-792-8603 Igoiden@curtislumber.com Copyright O 2003 by Trus Joist, a.Weyerhaeuser Business _ Microllam(g) is a registered trademark of Trus Joist. Num6e aeuser Business TJ-Beam(TM)6.10 serial 7 03005084 2 Pcs of 1 3/4" x 9 1/4" 1•.9E Microllam@ LVL User:1 10/26/2004 2:26:31 PM Page3 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Loading on all spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Design Shear (lbs) -1090 1345 162 Max Shear (lbs) -2585 2840 -1177 Member Reaction (lbs) 5425 1177 . Support Reaction (lbs) 5425 1676 Moment (Ft-Lbs) N/A -2235 464 Live Deflection (in) 0.010 0.002 Total Deflection (in) 0.012 0.002 ALTERNATE span loading on odd # spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof Design Shear (lbs) -1090 ' 1098 485 Max Shear (lbs) , =2585 1873 -210 Member Reaction (lbs) 4458 210 Support Reaction (lbs) 4458 4.65 Moment (Ft-Lbs) N/A -2235 28 Live Deflection (in) 0.014 -0.004 Total Deflection (in) 0.016 -0.004 ALTERNATE span loading on even # spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1'.0 Roof Design Shear (lbs) -565 945 -239 Max Shear (lbs) -1340 2440 -1578 Member Reaction (lbs) 3780 1578 Support-Reaction (lbs) 3780 2076 Moment (Ft-Lbs) N/A -1159 833 Live Deflection (in) 0.000 0.005 Total Deflection (in) 0.002 0.005 PROJECT INFORMATION: OPERATOR INFORMATION: Kevin Havens curtis lumber 460 big bay rd queensbury,,NY 12804 Phone:518-792-8601 Fax :518-792-8603 Igolden@curtislumber.com Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. REScheck Inspection Checklist 0 New York State Energy Conservation Construction CodfRECEIVED REScheckSoftware Version 3.6 Release 1 DATE:09/02/04 S E P 0 2 2004 TOWN OF QUEENSBURY PROJECT TITLE: stonehursta BUILDING AND CODE Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ] 3. Wall 3:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 4. Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 5. Wall 5:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 6. Wall 6:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments:' [ ] 7. Wall 7:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 8. Wall 8:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ ]. 9. Wall 9:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ ] 10. Wall 10:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 11. Wall 11:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 12. Wall 12:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: [ ] J. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 3. Window 3 copy 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window 1 copy 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 5. Window 2 copy 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ J Yes[ ]No Comments: [ ] 6. Window 3 copy 2:Vinyl Frame:Double Pane with Low-E,U-factor: 0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 7. Window 7:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 8. Window 8: Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 9. Window 9:Vinyl Frame:Double Pane with Low-E,U-factor: 0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 10. Window 10:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 11. Window 11:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 12. Window 11 copy 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 13. Window 13:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 14. Window 13 copy 1:Vinyl Frame:Double Pane with Low-E,U factor:0.280- For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 15. Window 15:Vinyl Frame:Double Pane with Low-E,U-factor: 0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 16. Window 16: Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 17. Window 17:Vinyl Frame:Double Pane with Low-E,U-factor'0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 18. Window 18:Vinyl Frame:Double Pane with Low-E,U-factor:,0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 19. Window 19:Vinyl Frame:Double Pane with Low-E,U-factor: 0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 20. Window 19 copy 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor:0.070 Comments: [ ] 2. Door 2: Solid,U-factor:0.070 Comments: [ ] 3. Door 3: Glass,U-factor:0.490 Comments: [ ] 4. Door 3 copy 1: Glass,U-factor:0.490 Comments: [ l 5. Door 5: Solid,U-factor:0.070 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number ( ] 2. Air Conditioner 1:Electric Central Air, 12 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ l I Insulation R values,glazing U-factors,and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-I L [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ l I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I j Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ J I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. y r Table 1: Minin:Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pi a Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for R-VAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tykes n e 2"Runouts 1"and Less 1.25"to 2" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Fe r �J REScheck Compliance Certificate to New York State Energy Conservation Construction C REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\stonehurst.rck PROJECT TITLE:stonehurst COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.11 DATE:08/25/04 DATE OF PLANS: 8/20/04 PROJECT DESCRIPTION: 2300sgf.home DESIGNER/CONTRACTOR: Rob Roy LLC COMPLIANCE:Passes Maximum UA=329 Your Home UA=231 29.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1013 38.0 0.0 30 Ceiling 2:Flat Ceiling or Scissor Truss 213 38.0 0.0 6 Wall 1:Wood Frame, 16"o.c. 320 21.0 0.0 11 Window 1:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Window 2:Vinyl Frame:Double Pane with Low-E 18 0.280 5 Window 3 copy 1:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Window 1 copy 1:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Window 2 copy 1:Vinyl Frame:Double Pane with Low-E 18 0.280 5 Window 3 copy 2:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Door 1:Solid 36 0.070 3 Wall 2: Wood Frame, 16"o.c. 85 21.0 0.0 4 Window 7:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Wall 3:Wood Frame, 16"o.c. 83 21.0 0.0 4 Door 2:Solid 18 0.070 1 r ; - Wall 4:Wood Frame, 16"o.c. 110 21.0 0.0 6 Wall 5:Wood Frame, 16"o.c. 394 21.0 0.0 19 Window 8:Vinyl Frame:Double Pane with Low-E 6 0.280 2 Window 9:Vinyl Frame:Double Pane with Low-E 3 0.280 1 Door 3:Glass 23 0.490 11 Door 3 copy 1:Glass 23 0.490 11 Wall 6:Wood Frame, 16"o.c. 80 21.0 0.0 4 Door 5: Solid 18 0.070 1 Wall 7:Wood Frame, 16"o.c. 40 21.0 0.0 2 Wall 8:Wood Frame, 16"o.c. 120 21.0 0.0 6 Window 10:Wood Frame:Double Pane with Low-E 12 0.280 3 Wall 9:Wood Frame, 16"o.c. 320 21.0 0.0 15 Window 11:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Window 11 copy 1:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Window 13:Vinyl Frame:Double Pane with Low-E 9 0.280 3 Window 13 copy 1:Vinyl Frame:Double Pane with Low-E 9 0.280 3 Window 15:Vinyl Frame:Double Pane with Low-E 22 0.280 6 Wall 10:Wood Frame, 16"o.c. 200 21.0 0.0 11 Window 16:Vinyl Frame:Double Pane with Low-E 4 0.280 1 Wall 11:Wood Frame, 16"o.c. 320 21.0 0.0 17 Window 17:Vinyl Frame:Double Pane with Low-E 9 0.280 3 Window 18:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Wall 12:Wood Frame, 16"o.c. 200 21.0 0.0 11 Window 19:Vinyl Frame:Double Pane with Low-E 3 0.280 1 Window 19 copy 1:Vinyl Frame:Double Pane with Low-E 3 0.280 1 Furnace 1:Forced Hot Air,90 AFUE Air Conditioner 1:Electric Central Air, 12 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment such plans or specifications are in compliance with this Code. Builder/Desi er Date O (v 7 �F aF rJE�V r��P �QV,E1Ty4 y0p �P dq f o � °2 AA LU tb 7 5 _S I 1 Permit Number' REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Codey REScheckSoftware Version 3.6 Release 1 Data filename:C:\Program Files\Check\REScheck\stonehusta res.rck PROJECT TITLE:STONEHURSTA COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached i or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.11 DATE:06/15/05 DATE OF PLANS:08/20/04 PROJECT DESCRIPTION: 2300sgf.Home DESIGNER/CONTRACTOR- ROB ROY LLC COMPLIANCE:Passes r Maximum VA=439 Your Home UA=356 18.9%Better Than Code(UA) r.- &oss Glazing Area or Cavity . Cont. or Door Perimeter R-Value -Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1013 38.0 0.0 30 Skylight 1:Wood Frame:Double Pane with Low-E 6 0.150 1 Ceiling 2:Flat Ceiling or Scissor Truss 213 38.0- 0.0 6 Wall 1:Wood Frame, 16"o.c. 320 21.0 0.0 11 Window 1:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Window 2:Vinyl Frame:Double Pane with Low-E 18 0.280 5 Window 3:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Window 4:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Window 5:Vinyl Frame:Double Pane with Low-E 18 0.280 5 Window 6:Vinyl Frame:Double Pane with Low-E 12 0.280, 3 Door l:Solid 36 0.070 3 Wall 2:Wood Frame, 16"o.c. 85 21.0 0.0 .4 Window 7:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Wall 3:Wood Frame, 16"o.c. 83 21.0 0.0 4 i Door 2:Solid 18 0.070 1 Wall 4:Wood Frame, 16"o.c. 110 21.0 0.0 6 Wall 5:Wood Frame, 16"o.c. 394 21.0 0.0 19 Window 8:Vinyl Frame:Double Pane with Low-E 6 0.280 2 Window 9:Vinyl Frame:Double Pane with Low-E 3 0.280 1 Door 3:Glass 23 0.490 11 Door 4:Glass 23 0.490 11 Wall 6:Wood Frame, 16"ox. 80 21.0 0.0 4 Door 5:Solid 18 0.070 1 Wall 7:Wood Frame, 16"o.c. 40 21.0 0.0 2 Wall 8:Wood Frame, 16"o.c. 120 21.0 0.0 6 Window 10:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Wall 9:Wood Frame, 16"o.c. 320 21.0 0.0 15 Window 11:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Window 12:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Window 13:Wood Frame:Double Pane with Low-E 9 0.280 3 Window 14:Vinyl Frame:Double Pane with Low-E 9 0.280 3 Window 15:Vinyl Frame:Double Pane with Low-E 22 0.280 6 Wall 10:Wood Frame, 16"o.c. 200 21.0 0.0 11 Window 16:Vinyl Frame:Double Pane with Low-E 4 0.280 1 Wall 11:Wood Frame, 16"o.c. 320 21.0 0.0 17 Window 17:Vinyl Frame:Double Pane with Low-E 9 0.280 3 Window 18:Vinyl Frame:Double Pane with Low-E 12 0.280 3 Wall 12:Wood Frame, 16"o.c. 200 21.0 0.0 11 Window 19:Vinyl Frame:Double Pane with Low-E 3 0.280 1 Window 20:Vinyl Frame:Double Pane with Low-E 3 0.280 1 Basement Wall L.Solid Concrete or Masonry 1344 10.0 0.0 124 Wall height:7.8' Depth below grade:6.0' Insulation depth:5.0' Boiler 1:Gas-Fired Steam,84 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The.proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. 7-,6�Builder/Designe E� Pe--,, Date �✓ / c REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE:06/15/05 PROJECT TITLE: STONEHURSTA Bldg. Dept. 1 Use 1 Ceilings: [ j 1 1. Ceiling 1:Flat Ceiling or Scissor Truss,R 38.0 cavity insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: 1 Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ ] 1 2. Wall 2:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ ] 3. Wall 3:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ j 1 4. Wall 4:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ ] 5. Wall 5:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ j 6. Wall 6:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ ] 7. Wall 7:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ j 1 8. Wall 8:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ ] 1 9. Wall 9:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ j j 10. Wail 10:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ ] l 11. Wall 11:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ j j 12. Wall 12:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: Basement Walls: [ ] j 1. Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.0'bg15.0'insul, R 10.0 cavity insulation Comments: 1 Windows: [ j 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ j Yes[ ]No , Comments: [ ] 1 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: j #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ j 4. Window 4:-Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ j Yes[ ]No Comments: [ ] 5. Window 5:Vinyl Frame:Double Pane with Low-E,U-factor,0.280 For windows without labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break?[ j Yes[ ]No Comments: [ j 1 6. Window 6:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 7. Window 7:Vinyl Frame:Double Pane with Low-E,U-factor 0.280 For windows without labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break?[ j Yes[ ]No Comments: [ ] 8. Window 8:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ j 9. Window 9:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 10. Window 10:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ j Yes[ ]No Comments: [ j 1 11. Window 11:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 1 12. Window 12:Vinyl Frame:Doubie Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break?[ j Yes[ ]No Comments: [ ] 13. Window 13:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 14. Window 14:Vinyl Frame:Double Pane with Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 15. Window 15:Vinyl Frame:Double Pane with Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ j Yes[ j No Comments: [ ] I 16. Window 16:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ j I 17. Window 17:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 18. Window 18:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: j #Panes Frame Type Thermal Break?[ j Yes[ ]No Comments: [ ] I 19. Window 19:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 20. Window 20:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: 1 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Skylights: [ ] 1 1. Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.150 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1:Solid,U-factor:0.070 Comments: [ ] 1 2. Door 2:Solid,U-factor:0.070 Comments: [ ] I 3. Door 3:Glass,U-factor:0.490 Comments: [ j I 4. Door 4:Glass,U-factor:0.490 Comments: [ ] I 5. Door 5:Solid,U-factor:0.070 Comments: I Heating and Cooling Equipment: [ ] 1. Boiler 1:Gas-Fired Steam,84 AFUE or higher Make and Model Number i Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ j I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ j I Supply ducts in unconditioned attics or outside the building must be insulated to R 11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R 6. [ ] I Supply ducts in unconditioned spaces must be insulated to R 11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R 2.. Insulation is not required on return ducts in basements. I ' Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ j I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] I Separate electric meters are required.for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with right fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ j I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I 0 Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. 1 Heating and Cooling Piping Insulation: [ j 1 HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Nqn-Circulating Runouts Circulating Mains and Runouts J=erature(Fl lipto I„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. bsulation Thickness in Inches by Pipe Sizes Pining System J=es Ranee(Fl 2"Runouts 1"and Less 1.25"to 2" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) �o avvl Y r � ri 42. J../ BUILD Lul-'4�J i u "I have seen or observed, or believe I saw evidence of, REBUILDZ4 REMODEL all objects such as houses, wells, trees, fences, etc., shown on this document. I also represent that I have INSURED personally measured the distances set.forth on the diagram.' Bob Kay 24.1 Geer Read Roy Gordon ; (518)744-3642 Hudson Falls,NY 12W (518)361-2906 SIUNA'URE DATE of ta 70 � /5 l�Jlh�itar! do u-s e-\ ---:"kECEIVED AUG 0 9 Z004 7OWN OF BUILDING AND COY DE f� t Y� >l j 1 I NCJJ°���'rr�"E NO4039'va°"e 4; ±1�i LOT 50 / fig,369 sq.ft. / j. ?3 acres 4 � � d; o 0 o i � � 56` Wppp FRY PO PROPANE TPNC. { CN ocrV / Q� to 110 v cV C ti O R asi�a.A'k i e Lv i 11 v ei a L. (� A. P,o.posed Layout for: �) ( ( ��� NA AD RE S " SEP 0 2 2004 PHONE NO. 3 � -- 02 `70 A�o TOWN OF QUEENSBURY ESTIMATOR DATE BUILDING AND CODE Scale '/4" _ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 2 d� 77 �tyyl i 8 I � 6 10 12 or 13 14 '?Xto s 16 _ 15 1617 1819 I 20 6 i ! I E I i f i 21 I E I s-�' 22 23 _i_ 24 —44-- - - - 25 -�T� Notes Materials Labor Tax Total DC8511 e MADE IN USA SKETCH ESTIMATE Prc N1 !Rlouyz _50 BUILD A[ REMODEL REBUILD -PH INSURED ES* Roy Gordon - Bob Kay 243 Geer Road (.518)744-3642 fludson Falls,NY 12839 (518)361-2906- Scale 114" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 0,11 — 'b/4 0 3 4 5 Cira Ike AIA 6 OF 7 wo 8 9 L5-- 10 OR 12 \Z44 13 14 15 �vcz- 16 17 18 19 �0 • A 21 22 At 23 24 NEO "� le.,74e /9 x1,2 v 25 0% Not Materials Labor 0 ? Tax Total G, H .1E yr w ° w w o v rn a. a1 h s `r e r C 0 NAO 0 0 o o £ r v CK a � tin two l n i ' O� frlf77�G C) •/ j�;ArE shy Z . s —- - L[y Irr t S,..ta AAAW s•.l '� �` L N m ' /'Rs77Fi>v4 N • �♦ A_q i ►f n m /V aSa x Ln VA , tiIn N w n ov ll 30�a 30 " E' s- O� g�7,o" ` o �} ' V� a% I w Z�S'l.,s'o •- t 08 3 •39 . 3. ``� 70' 4. c °� Aq �' f,.• \ O T� �1 ,�\ p r a t �� 11 r �p v Rl J+,0 v �4AN, N:ljv� - , 0 of V 01 V� �•• l R ` F Of- eSt. ` r r N 7r O o�g C� 2Z3"OO' ell O` yp + ��Z 7� -! -� i — .7y.o 6c o oc - --r c. pop OF �N \ j v dt— ' CD f � N L,. m �j / zoo. o - �• � •oo ' 0 N 5�o G✓ ?f' Skr VA - - r-4 o it i / � � • 4�� `O'{ �• .C. rot . 1 •r- :�'..•` - it MAP REFERENCE: MAP OF SECTION TWO STONEHURST DATED: JULY 29, 1987 AS PER YAP REFERENCE LAST REVISED: JANUARY 25, 1995 N05°1 508E BY: VAN DUSEN & STEVES LAND SURVEYORS 160,ppl N04°39 oo°E 66.88. N LOT 52 LOT 50 °' of 49,369 sq, ft. / 10 N 1. 13 acres co W 0 o j LOT 25 h 56' i 0 l o 6aar ' S� N 2 s r W, TORY S a�� ho,s Z0o� -` �Z�-- O PROPANE TANK OhV / o�F C �, c0 To _ 00000100100� I�tI136 8• i cMP D-Lj V E -- T � s Dates APRTL 21, 2005 cd ,BE~A ALTFTiD W OR ADOIBON W A%13 A Map of a Survey made for Scale 1''= 30' YAP BENtFIO A LICENSED tAND SUR1tYOitS SEAL IS A NOLADw W SECNON 72ft SUB-awsm 2,OF Tw P P C WN V=STATE ED"nW V v V I��/ CN.Y ONES FBW 1NE W TKL CF S %-VM - YARIBD WIN AN ORQNAL Oi TiE IAND SURIEYOItS SEALABEWBeVA� w RIB R4Y LLC *C-- -.�,M�N WwffT AT THS SIF:YEY K'h9 PRF➢ARED W AGxCBDANCE WTR ilE Land Surveyors V1KP" F" ""'° "�° ' BY l!E IIE1F YORK STATE A590CURON OF PRCFES90NAL LAND SUQNET u SAD=FiC-RM MAU RUN O&Y TO THE PERSON FOR IM DIE BURVEY IS PREPARED.AND ON IBS 01mr TO TNEI. T!E=PANY.OOVEW/®RAL SHEET I OF 1 169 HavRand Road Queensbury, New York 12804 „'WW3 "°' ',' ' AO Town of Queensbury, Warren County, New York (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG•NO. 05059 290-1-82.1/54-7-50 C1478