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2011-160 41111111111kplaki TOWN OF QUEENSBURY Iwo742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110160 Date Issued: Wednesday, September 28, 2011 This is to certify that work requested to be done as shown by Permit Number P20110160 has been completed. Location: 31 CAITLIN Dr Tax Map Number: 523400-301-017-0003-054-000-0000 Owner: KELACO, LLC Applicant: KELACO, LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling / f 1 Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, J 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 CERTIFICATE OF OCCUPANCY Permit Number: P20110.160 Date Issued: Wednesday, September 28, 2011 This is to certify that work requested to be done as shown by Permit Number P20110160 has been completed. Location: 31 CAI-TLIN Dr 'Tax Map Number: 523400-301'-017-0003-054-000-0000 Owner: KELACO, LLC Applicant: KELACO, LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling r: s 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: P20110160 Application Number: A20110160 Tax Map No: 523400-301-017-0003-054-000-0000 Permission is hereby granted to: KELACO. LLC For property located at 31 CAITLIN 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. Tpe of Construction Value Owner Address: KELACO, LLC Fireplace 35 FRONT St Garage Attached LAKE GEORGE,NY 12845-0000 - Single.Family Dwelling $340,000.00 Total Value $340,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-160 2071 sq ft single family dwelling&900 sq ft garage& 1 fireplace $549.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,May 11,2012 (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 wn o Quee s ury; dnesday,May 11,2011 SIGNED BY E for the Town of Queensbury. Director of Building&Code Enforcement ..- TAX USE ONLY " OFFICE r�� !MAP NO. i. , ::• ., J PERMIT NO. ' AM FEES: PERMIT R0 He ECREATION �J ENGINEERING ._ "_..._......:(If applicable) y ,�. PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: C,1/Xe//.P (�OAf j�uL OWNER: Ke IA c.p L-L C ADDRESS: 3 CA r ti 0/�. ADDRESS: 3 66//evly- LN k f PHONE NOS. It a-o PHONE NOS. "7 y6 -/l� CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: Kpry �1�e1�� PHONE: 3�5 S;L- L LOCATION OF.PROPERTY: CAA �r/v Q� bF P2 SA2OA,U Got 7 HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ZKES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z M C� d of— PROJECT 0 w Fop= F- o co (0 U D � U- 'u- = (DU Wz Q ¢ � 0 -N O ti F- U- a = xs SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS-OFFICE RETAIL- MERCANTILE- FACTORY OR INDUSTRIAL ATTACHED /GARAGE(1,2,3) �a- ✓ 9� !31 OTHER I IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: FUEL TYPE: GA S HEAT TYPE: S A/R-*HOW MANY FIREPLACE(S):__t__AND/OR WOODSTOVES(S): ZONING CATEGORY: -5 1 'ARE THERE WETLANDS ON THIS SITE? NO IS THIS A HISTORIC SITE? !U 0 PROPOSED USE OF BUILDING OR ADDITION: S/,,u�,/n FAa j 11bMe *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office Toun of Queensbury - Communi4/ Development Office - 742 Ball Road. Oueenshur,i NY 19Rna B 3-LGL I 1-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? NO ARE THERE EASEMENTS ON PROPERTY? A)O 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 state me nt/d escri ptio n of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed �� Director of Building & Codes.• 761-825.6 (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 herebyranted to the above g � This application / proposed action described ; Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: r , r , r r , r , , BUILDING & CODES APPROVAL ; ZONING APPROVAL r DATE DATE r QUESTIONS? CALL 761.8256 OR ENTAIL Office Use Only codes; gueensbury net VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.gueensbury net Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbunj • Community Development Office • 742 Bay Road, Queensbury, NY 12804 �..............................'OFFICE USE ONLY-.....-_.....___,_.___...-..__ - RI TAX MAP NO. PERMIT NO. 440 PERMIT FEE �i�l3��d'ki'�.''�l:;` �if1 i APPROVALS: ZONING TOWN CLERK i ; 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: k;JA C6 L INSTALLER: ('6/A f� ADDRESS: L'N' ADDRESS: /gyp PHONE NOS. Zyb 10-C' PHONE NOS. "�S LOCATION OF INSTALLATION: 6A N NI� 0 I- (,� Q& SAtkm a/.! A"., �� ![J NO.OF X COMPUTATION= RESIDENCE INFORMATION: YEAR BUILT = TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? 1981 -1991 X 1W gallon per bedroom = SPA OR HOT TUB 1992-present ,/ X 110 gallon per bedroom = 3 3(j INSTALLED? PARCEL INFORMATION: / ✓ TOPOGRAPHY: Flat rolling V Steep slope %Slope ✓ SOIL NATURE: Sand Loam Clay Other ✓ GROUNDWATER: At what depth? a f ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? d/Ze � la / ✓ DOMESTIC WATER SUPLY: Municipal ✓ Well (If well: Water supply from any septic system absorption is ft.) a ✓ PERCOLATION TEST: Rate is y /b minutes per inch [MPI] (Test to be completed by a licensed professional engineer or architect.) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage_grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ ABSORPTION FIELD.(WITH NO. 2 STONE) Total length ';3"� ft. Each trench a1 X �10 ❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? r.:.,.r.r.:.:.,.:.:.:.:.:.:.:.:.:...............:.:_:.:.:.:.:.:.:.:.:.:.:.,.r.r.r...............:.:.:.:.:.:.:.:.:.:.,.:.,.:.,.,.r.:.: .r....................,:.:.:.,.:.,.:.:.r.:.:.:.,.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.,.:.:.,.:.:.:.:.:.:.:.:.:.:.; NOTE. ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. .tn.:.:.,.:n.:.en:.r.r•ne,n.:•,:•unn:•w.r•r.rn•<,rn,:,:n.:.:.e.:,.n.:.:n.nrnnn.sees:.ne:.:.n:.:.:.r.r.enn.nnsr•,.ur.w.:n.rroe.:n.:ne.n:nne.:.:en.r.r.:a.n:.e:ne.:.:un.r.:ro:e.:a.:.:..,;n.:.n:nnnn.:.e:.r,nr,.n.e.s;:e.:...:.:.:.:.:.:.:.n::.:....,.,.;, 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(cDaueensbury net VISIT OUR WEBSITE FOR MORE INFORMATION L j.bV& www.aueensbury.net Signature of Person Responsible /Date x Town of Queensbury • Community Development Office - 742 Bay Road, Queensbury, NY 12804 B 5-LGL 6/06 ll �� Mal-sha-l"s offil-C! -1 Of Queensr iir.y - .712 Ratf Road 'Queensbiinl, N.'eul 'Ork.127804 Vlidiael i. Palmer, Fire N11arsital- Dqwdy Fire Xfars'al APPLICATION FOR FEEL BURAWVG APPLIANCE & CHIMNEYS Application is hereby made to the Building&Codes Office for the issuance of a Building& Use Permit pursuant to the New York State Fire Prevention &Building Code. The applicant or owner agrees to comply with all applicable laws,ordinances,regulations,and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER: IIPA� ce.,e' INSTALLERIBUILDER: (�4 Ac- P; (�axs'f, ADDRESS:Jd C' Ive t), P, F, ADDRESS: PHONE NOS. Sk;L)- PHONE NOS. LOCATION OF PROPERTY: CA I SUBDIVISION NAME: M)Tp h)'ert LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: f -7 r, Ff- SACONTACT PERSON FOR BUILDING&CODES COMPLIANCE: V..Ai . cd//er-p PHONE: FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT IV I FIREPLACE,FACTORY BUILT* V11" FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: 1�egl'Y'Sltl O/Z �S!-"✓tL4MODEL NO.-Q-V-2rv-t, LISTED BY: NUMBER: QUESTIONS? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: I I I firemarshaftft ueensburv.net MASONRY" CHECK ONE "- I I I VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION I I INCHES ueensbua.riet FLUE CHECKONE V/ DOUBLECHIMNEY TRIPLE WALL] INSULATED DIRECT VENT- LINER WALL CHIMNEY MATERIAL CHECKONE V/ **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO ADDITIONAL NOTE. CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Queensbury Building & Code Enforcement - 4dentlal F a1 Inspection Am e No. (518) 761-8256 Arrive: am/pm epart: am/pm Inspection request received: Inspector's Initials: NAME: I PERMIT#: LOCATION: cc DATE: Q— TYPE OF STRUCTURE: Comments: Yes Ne NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more ti Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Wi w in stairwells safety glqzing Interior Smoke D ectors/Carbon noAde etectors Every level: Ev dry Bedro m: Outside every bedroom/area: Inter Connected: Id Battery backu : Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-1 50 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certificatio Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum of Basement stairs closed rise>4 inches Gara a Floor Pitched Garage fireproofing/%hour fire door/door closer oe Gas Logs in Sealed or Glass Enclosu Final Electrical; Energy Saving Li h ulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/ am er Proof Receptacles 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/Permanent] L:1Building&Codes FormslBuilding&Codesllnspection FormslResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08; Revised 12/22/10,Revised 04/13/11 GwNy Consulfing, L.LC 69 Hayden Point Loop Diamond Point, NY 12824 ' 518 221-3240 09/26/2011 t Collette Construction 38 Collette Lane Hudson Falls,NY12839 Inspection Address: 31 Caitlin Drive, Queensbury NY 12805 Report Number: 0926111 Dear lien: I . At your request, the Blower Door Inspection of the post construction test to verify, infiltration rate of the house as per requireinents�of thtFINYS 2010t Energyt Conservation Construction Code of the above propertyk v as!l pdr.&;r�ed on)09%26 20 11 i7 GR`AJNY ( Consulting,LLC is pleased to submit the following report. '1;1 kPi'; ;_ The following data was provided: - Square Footage of the house,including conditioned basement L-R4 142i SF - Volume of the house,including conditioned basement=35,207 CF i Based.on;above,the following test data was collected: i - Infiltration Rate,including conditioned basement at 50 Pascal= 1,244 CFM - ACH50,Actual Changes per Hour at 50 Pascal= 1,244X60/35,207 2.12<7. T 61nstrume'nts;tused for test were provided by the Energy Conservatory Digital Gauge fDG-3,;rate8;dcciiracy=.+/- 10/6,calibrated minimum once per year. Y Thank you for selecting our company.We appreciate the opportunity to be of service. Please:call(thWoffi'ce:if there arel:ahy,questionss_J,„r:';;; ' r s i'.i4i V:�r,��i:.1(`I�?ai!.;44:;;1;'• 'ia�::,�,i.p(I''�i c \ Rs wYoM Sincerely, _)A Stari,.Grajny, FEI l )):•; C C14`.tla it NYS'HERS,Energy Rater BER-041 ' I NYSI:PE:,0.654.0.6'1:•,�.`.ti::,1c."i r;) .:I@IJi)nsl:af,t '.,?i ; OG_ 406 ' A '�FESSICR��' • 9)il;''�'J`d(.1'.l'.(iil'! C(uLl t9i!:• i)101%Ll.�JtJ': ' . r'T.l.^T; :'i)LaYa:,ct•1!:i;li� i(1.i.i� Ii1C'al.l i�I '-.,;tl:�':f-}t. -i .a 1 _ . l iltf 1 zi.fS t � I �. •�' • �!C-lj➢,t;('1l'.Qlf t`)r fl ;l!+.., 1 U:I•.Itstlt. ;;)J'.a, I.U,„Irl;,i `r<d.:,;??)�JII d ,s Ij 7 1: ! �CtLw1� 9L[l1!1 l.4�ltt,r, :II:d�Ltti L.i:;I Y [(;�ll;h} r,I.•ill !I) J'is kl,JU ''�):{r,:p,� :: 1 1 1 t,;;,:_y( �.' -• ��°a,l'I�1) OL!'.1•l !.�7.��-;i!li`!f,;:; �'1(i �t�a:!SJ. I .l.�I��r�L.,Il � I ��i...lil .Y...P .,.. .. ii,t ,rl r:ll lht r Al I! i .. 1 i 1 •,It'1L. r:i'd)i'ris Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: C� LOCATION: ( PERMIT#: Final Survey Plot Plan A roved Denied The attached final , survey has been / received by the Dept. of Community Development. Upon review the survey has bee . I Crai own, Zoning Administrator I Notes: LASueHemingway\Building.Codes.InspectionTORMSTinal Survey Zoning Administrator.doc l ` MAP REFERENCE. MAP OF A TOPOGRAPHIC SURBEY MADE FOR COLLETTE CONSTRUCTION - DATED:DECEMBER 1, 2008 BY., VAN DUSEN& STEVES LOT #6 LANDS N/F OF MAX&HEATHER REICHEN 816/74 n o y5 pj"E N?p�jp,25' o� o 0 o � W ��utT N LOT #7 31 CAITLIN DRIVE 55,340 sq. fr. \J�ipl 1.27 acrea PN A / 0 0 o flap � STONE SURFACE CRUSHED LANDS N/F OF GERALD&ELIZABETH KANE G 1452/193 M � u 55,p1 W cS7p 00 ^O cV �aS sOO Q v •ter ,�"`.�� C. ST�L LOT #8 I � ' 1 y J CFO �50136 BAN -( �y atei July , 2 11 1 a� � � �J � vR"uTMorozW N.iEannoH OR"oomaa To"suR�Y �l & .n MOLMAP�`"'�E°'a"°suIVISIORs SOF HE Map of a Survey made for Scate 1'=30' VIOIATRkI OF SECTION noe.SUB-DIM90N 2 OF THE NEW YORK STATE EDUCATION LAW S t e v e s ONLY COPIES ORIGINAL THE OF THE OF SLN SURVEY MARICEo TMTH AN OPoCDIAL OF THE LAND SURVEYORS STHISEAL SHALL BE CONSIDERED TN BE VAUCORD CE I TH T COLLETTE CONSTRUCTION S-- 1 cERTWICATa"S INDICATED HEREON SIGNIFY THAT ADOPTED Land s DOS SURVEY O PREPARED O ACCORDANCE SURE YOT"T"E u r v e y o r s E>oH °F PRACTICE FOR N�,RYE�PROFESSIONAL BY THE NEW ORS. STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTFlCAlIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.COVERNNENTAL SHEET ^C 169 Haviland Road Queensbury, New York 12804 m THE "'S`Y' "�INsn""n°"LISTED HEREON.AND Town of Queensbury, Warren County, New York Vf Y TDTHE ASSI L OF THE LFIIDINO I"smvnRN.' (518) 792-8474 New York Lie. No. 50135 COLLETTE NO. DATE DESCRIPTION DWG. NO. 05142-7 C�¢ 00 ) -3 I&Whe� Septic Inspection Report Office No. (518)761-8256 Date Inspec I 000 request received: Queensbury Building&Code Enforcement Arrive: am/pS Depart: am/pm 742 Bay Rd., Queen (ury, NY 12804 Inspector's Initials: NAME: l Gl co PERMIT NO.: LOCATION: INSPECT ON: - —f RECHECK: Comments and/or diagram Soil T / Loam Clay Ty of Water. M I Well Water Water a se ration distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A 150'to well r uired If NO Absorption Field: Total len th ft. Length of each trench ft. Depth of trenches ft. Size of Stone A, Seepage Pits: Number Size: x Stone Size: Piping Size, Type/ Building to tank Tank to Distribution Box ' L Distribution Box to Field Pit t• i Opening Sealed: N End Cap N Inie Outlet Pipes&Baffles Y N Manholes 12"or less below grade _Y_N [provide extension collar if Yes Y N Location I Separations Foundation to tank I Uld ft. Foundation to absorption ft. Separation of Pits I Conforms as r Plot Plan Y N Engineer Report and As-Built Y N ETU Maintenance Contract Y_N provided Location_ rn on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use S t Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\9u11d1ng Codes Fonns\Inspection Forms\Septic Inspection ReporL03 2910.doc 1. 06 -- _+ loj , f ol, f.C/ 1 fy ! u Uff �{ Rough Plumbing' / Insulation Inspection Report Office No. (518) 761-8256 Date Ins p °oar request received: Queensbury Building &Code Enforcement Arrive: / � am/p Depart: am/pm 742 Bay Road, Queensbury, NY 128.04 Inspecto Initials: NAME: C�� CC �,^��—. PERMIT#: LOCATION: 1 64- f'I `vim INSPECT ON: TYPE OF STRUCTURE: Y NI NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ��1-GG5 �Z Water Supply Piping Air/Head 15 minutes Insul esidenbal Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed propedy/No duct tape COMMENTS: Rough Plumbing Insulation ReporLrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 d-Aa Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I request received: // Queensbury Building&Code Enforcement Arrive: � d am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: � PERMIT LOCATION: INSPECT ON: +c TYPE OF STRUCTURE: Y A COMMENM r -Frarriirig� Attic Access 27 x W minimum Jack Studs/Headers S Bracing/Bridging Joist hangers Jadc 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 forfttches Top Plate 1 %Uw 16 gauge 8 16D nds 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 wali.2, 3, 4 hour OK �v IN 5 OZ--, irestOpping n enetration sea 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 Celfingfwall Windows Habitable Space/Bedrooms 24 in. (H) ,��S ✓'ram ��g 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fame-OLOSuilding&CodeAnspewon Form1Frw ft FlredoWng Inapecdon Repo tdoc Rabod isnuary 7,2= Framing / Firestopping Inspection Repo Office No. (518)761-8256 Date 1 nn uest received: Queensbury Building&Code Enforcement Arrive: '' am/ rt: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's nitiah NAME: Khi-CCU PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N Framing A COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Pip if Z6- Aku C F4,zl b/Q--5 Bracing/Bridging a Joist hangers �� 0lz(5-"c) 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 Y:W 16 gauge 8 16D naus each we 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 hour5 � 4 hour irestopping ` C rR �G� c2 �'lk(�4 16G Pere h i sealed �V 7 cvt4zk&�A) 16 inch insulation in cav' min. � Garage Fire Separation House side'A Inch or 5/8 inch Type X ,,W�c� �G D Garage side 5/8 inch Type X CeillingMall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (VV) 5.7 sf above/below grade 5.0 sf grade UBuitding&Codes Forma-0L0eu1WWq&CodesUnspedbn Fon WfWninq Flred*ft Inapetion ftwt.doc Rsvbed January 7,2008 ( 3-roc? ) z-4/ G Rough Pturub'rr Insulation to e o oft 9 9 p Office No. (518) 761-8256 Date Inspectign request received: Queensbury Building &Code Enforcement Arrive: �t: ((��' am/ Depart: am/pm 742 Bay Road, Queensbury, NY 128.04 In§pector's Initials: NAME: PERMIT #: LOCATIO : �`� INSPECT ON: r �-- TYPE OF STRUCTURE: Y N NIA -Rou t%Plumbin 4/ ail Plates �� r r liambin /Vents in Place �-- Gxl�� 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction ,Pressure Test;_, _D"rain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes -Pressure`Test: i--Water'Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If r wired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation ReporLrevisad Nov 17 2003, revised February 15,2006, revised January 7,2008 Framing / Firestopping (tispedtion Report Office No. (518)761-8256 Date In request received: Queensbury Building$Code Enforcement Arrive: am/ part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#. LOCATION: A INSPECT ON: � TYPE OF STRUCTURE: Y N I MA COMMENTS: Framing ttic Aco 22° x 30' minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc 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 we Draft stopping 1,000 sq.It 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 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (M 5.7 sf above/below grade 5.0 sf grade LABuitding&Codes Forms-OLDWI tng&CodesUnspeftn Forma{ROWng FiredoWng Impaction Reporl.doc Revised January 7,2= Framing / Firest pi g nspectiti n repo Office No. (518)761-8256 Date Insp�c oast received: Queensbury Building&Code Enforcement Arrive:2 •7J am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:�� NAME: PERMIT#: /K 0 LOCATI INSPECT ON: TYPE OF STRUCTURE: Y NIA C_ Framing *1 ' &ess 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers ; Jack Posts/Main Beams �o�bCb �ifG�-�� 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 Yz w 16 gauge 8 16D naus each we 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 Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABullding&Codes Fons-OLD16MIng&CodssftspecUon FormiFfwntng FBnsbpping Inapscoon Repmt.doo RevWW January 7,2008 Framing / Firestopping Inspection sport Office No. (518)761-8256 Date Inspectio request received: Queensbury building&Code Enforcement Arrive: am/ part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initiah n NAME: r PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y K COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed property 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %/: w 16 gauge 8 16D naus each side Draft stopping 1,000 sq. ft.floor trusses 6 ft. s on center Ice and water shield 2t inches from.wall ► 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 CeillngiWall Windows Habitable Space/Bedrooms 24 In. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01.06ullding&CodesUnspeftn Foms;laming FifodoWng Inspection ReporLdoc ReAW January 7,2008 r Foundation b peciion Report OT No.(518)761-8256 Data request received: QueensMy Building&Code Enforcement Arrive: )am/pQa epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's itials: �J NAME: `e i�C> PERMIT#: .LOCATION: `, -INSPECT ON: , TYPE OF STRUCTURE: • N Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing - Footing Drain Daylight.or Sump Footing Drain Stone: 12 inch width ve footing 6 mil poly f0A wet areas under slab vat Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior .R. Rough Grade 6 inch drop within 10 ft. L\Bullding&Codes Forms\Building&Codes\In lon-Fonns\FoundaBon Inspection Report.doc Last pdnbed 12/20/2005 9:24:00 AM Foundation L;;cti Report Office No.(518)761-8256 Date Inspection request received: QueIMy Building 8t Code Enforcement Arrive: , am/p Depart: am/pm 742 Bay Rd,Queensbury,NY 12804 Inspect 's Initials: �J A190 NAME: ( C� PERMIT#: . LOCATION: INSPECT ON: — TYPE OF STRUCTURE: conlme b N A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundatiop Daihpproofing ? Foundation Waterproofing Footing Drain Daylight.or Sump Footing Drain Stone: 12 inch width . above footing 6 mil 1 or wet areas under slab ackfill- vat P mg Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior .R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspectton Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24,00 AM Dom.oo� z-iv .. � Foundation Inspection Report Office No.(518)761-8256 Date Inspectii request received: Queensbury Building&Code Enforcement Arrive: �n am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ^ NAME: PERMIT#: - � G - `7- LOCATION: Y INSPECT ON: TYPE,OF STRUCTURE: on � N NJA 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 Material r this se on site. Foundatio /Wallpour Reinforceme ce 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 BackBll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior .R- Rough Grade 6 inch drop within 10 ft. L:\BuikNng&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspectlon Report.doc Last pflnted 12/20/2005 9:24:00 AM / ..�� 1� ►arc Foundafioii Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building 8t Code Enforcement Arrive: am/lv& Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ! NAME: t; D PERMIT#: LOCATION: INSPECT ON: r,— TYPE OF STRUCTURE: commegg 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 cone. Materials r this s on site. Foundation Wallpour Reinforcemen 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 pol 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 if. L:\Bullding&Codes Forms\building&Codes\Inspection forms\Foundation Inspection Report doc Last printed 12/20/2005 9:24:00 AM . r--- r Foundation _ tion. o ' =INo.(518)761-8256 Date ,' grequest received:bury Building 8t Code Enforcement Arrive: V am/. Depart: am/pm 742 Bay Rd.,Queenabury,NY 12804 Inspector s Initials: NAME: Ile PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUC A Footings tens Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour . Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight.or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L kBuiiding&Coders FormsXBuiiding&Codesunspeddon forms\Foundation Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM APR 2 9 2011 IL.GI i•KU CODES q�lu j . 1 i 9 � 1 !., 3f CAff4;ni P9. �� 9a1 fiiw�. o � '•_ I y Al-40' WR�� 07 GA,�r A 0 REScheck Software Version 4.4.1 Compliance Certificate Project.Title: Collette Construction, Pointe West Lot 7 - Vision Job #558 Energy Code: 2010 New York Energy Conservation Construction Code Location: Warren County, New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 16% Heating Degree Days: 7635 Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor: Town of Queensbury VISION Engineering,LLC Queensbury,NY 12803 16 Pearl St. Suite 200 Glens Falls,NY 12801 (518)792-9264 Comp off Compliance:3.1%Better Than Code Maximum UA:358, Your UA:347 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling 1:Raised or Energy Truss 1967 38.0 0.0 49 Wall 1:Wood Frame, 16"o.c. 2235 21.0 0.0 105 Window 1:,Vinyl Frame:Double Pane with Low-E 333 0.300 100 Door 1:Front:Solid 27 0.240 6 Door 2:Back:Glass 18 0.380 7 Door 3:Fire Door:Solid 18 0.140 3 Basement Wall 1:Solid Concrete or Masonry 1731 0.0 19.0 71 Wall height:7.8' Depth below grade:6.0' Insulation depth:718' Window 2:Wood Frame:Double Pane 11 0.500 6 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. L( 27/(1 Name Signature Date O N- ih if1 w /yo- 07 Project Title:Collette Construction, Pointe West Lot 7-Vision Job#558 Report date:04/27/11 Data filename:\\MYBOOKLIVE\Public\Active Projects\Structural\558-DES-Collette Pointe West Lot 7\RESCHECK LOT 7.rck Page 1 of 3 v REScheck Software Version 4.4.1 Inspection Checklist CNJ( Ceilings: . ❑ Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.0'bg/7.8'insul,R-19.0 continuous insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements.. Doors: ❑ Door 1:Front:Solid,U-factor:0.240 Comments: This door is exempt from the U-factor requirement. ❑ Door 2:Back:Glass,U-factor:0.380 Comments: ❑ Door 3:Fire Door:Solid,U-factor:0.140 Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are the isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements., Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Project Title: Collette Construction, Pointe West Lot 7-Vision Job#558 Report date:04/27/11 Data filename:\\MYBOOKLIVE\Public\Active Projects\Structural\558-DES-Collette Pointe West Lot 7\RESCHECK LOT 7.rck Page 2 of 3 i Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. O Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Li Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Ll Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: Fl A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Title:Collette Construction, Pointe West Lot 7-Vision Job#558 Report date:04/27/11 Data filename:\\MYBOOKLIVE\Public\Active Projects\Structural\558-DES-Collette Pointe West Lot 7\RESCHECK LOT 7.rck Page 3 of 3 I6 �^ APR 2 9 2011 TOVV(ti CF=WON S�;ll ly BUiL��4(' a C�}CES i k • a 3t Lp�f�;,u AR• �\� P Peach E q 0 r; I y At �. 70 G�1IL Check Residential Plan Review; One&Two Family Dwellings /N Y /N/A 2 Full sets of plans Over 1,500 sq. ft. -Stamped Design Loads on Plans: 90 Wind Floor Loads 40 psf r/ (North of Rt. 149 60) 50 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size 1 Door Schedule/Main Entrance 36" Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade, 5.0 sq. ft. 24" (h)x 20" (w) min. - 44" Max. Height above floor ' -Residential Check Paperwork Compliance and Inspectors Ghecklist: OK Driveway Length Over 300'Turnaround Required _ Foundation Insulation to Basement Floor Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans, if required 6" Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line, Vertical Fire Stopping Every 10 Where Required �* Ice and Snow shield 24" Inside Exterior Wall/24" Inside Knee Walls Platforms at Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width lee `Stair Run and Rise 4 Winder Run and Rise t°'"S iral Not Allowed From 2 nd Story �. Smoke Detectors Battery Backup and Proper Location Interconnected s � Bathroom Fixtures Proper Clearance Hall Width, 36" min. k,," Handrails More Than Four Risers On Open Sides Railing and Guards> 30"/Basement Stairs Included/Closed Risers More Than 4" in Ht. yP� Safety Glazing Notes For Required Areas tt Garage Fire Separation Garage Floor Sloped ell Attic Access 1 Roof over 30"-22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level & nterconnected within 15' of Sleeping Area Soil Test Results, if required Septic To Well or Water Line Separation All Paperwork Signed Note On-Plans About Energy Saving Light Bulbs Blower Door Test Agency Paperwork DEC-17-2004 01d56 From: To:5187454437 P.1-12 VISION -..Engineering CIVIL •STRUCTURAL - MUNICIPAL• ENVIRONMENTAL May 10, 2611 Town of Queensbury 742 Bay Road Queensbury, NY 12804 RE: Collette Building Permit Caitlin Drive This letter is being provided at the request of the building and codes department. Below you will find the requested narrative and/or notes to be added to the submitted construction drawings based on your comments in order for your office to submit the building permit. I A minir»urn.of 50% of llie larrips iri permanently installed lighting fixtures shall be high-efficiency lamps. 2. Building envelope air tightness and insulation installation shall be demonstrated to comply wilh one of the following options; i. Building envelope tightness and insulation installation shall be considered acceptable whe tested arr ea age is less than seven arr c ranges per hour ACH hen tested with a blower. oo a a ssurc o 33.5 paf-50-P - s veii ied using instruments and procedures specified in ASHRA&ASTM E779. The test shall be conducted by a qualified person, who shall demonstrate competence to the satisfaction of the rode ehfo►-cement official for the conduct of such tests. For the purpose,of this section, ACH50 shall mean eir changes per hour of infiltration into a house -os measured with a blower door at 50 pascals of pressure, in accordance with ASHRAEIASTM E779. Testing shall occur-after rough in and after installation of penetrations of the building envelope, including penetrations for utilities, plumbing, electrical, ventilation and combustion appliances. During testing: 1. Exterior windows and doors,_fireplace and stove doors shall be closed, but not sealed; 2. Dampers shall be closed, but not sealed, including exhaust, intake, makeup air; backdraft and flue dampers; 3. Interior doors shall be open; 4. Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling system(s) shall be turned off; 6. HVAC ducts shall not be sealed; and 7. Supply and return registers shall not be sealed. Test results shall be provided to the code enforcement official and shall include: a. Name and place of business of the tester; b. Address.of the building which was tested, c. Conditioned floor area of dwelling, calculated in accordance with ANSI 265-1996, except tha! conditioned floor area shall include areas where the ceiling heighl is less than 5 feet(1524 mm); d. Measurement of ACH50; and e. Certification of accuracy of test results and signature of tester. H. Building envelope tightness and insulation installation shall be considered acceptable when the items listed in Table N1102.4.2, applicable to the method of ,16 Pearl Street•Suite 200-Glens Falls, NY-12801 •P: 516;792,9264•F:518,T92.9282 www.visionengineering.org DEC-17-2004 01:56 From: To:5187454437 P.2-12 construclion, ore field verified. Where required by the code official, an approved party independent from the installer of the insulation, shall inspect the air barrier and insulation. 3. At,least one CO detector shall be placed on each level of the building where a combustible appliance exists, and within 95 feet of all bedrooms. The above notations shall be considered part of and included in the submitted plans for the above referenced project. Please contact our office if you have any questions or require additional information. Si a ly, ani t Ryan .C'} min✓i, NYS'U ense#079060 * ,t i!. � - •rb .� is 2 .