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2004-149 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CER'T'IFICATE-._OF OCCUPANCY Permit Number: : p20040149 Date Issued: Friday, February 11, 2005 This is.to certify that work requested-.to.be-done as shown by Permit Number P20040149 has been completed. -- _ Tax Map Number: _ 523400-295=006-0001-002-002-0000 Location: 113-5 WEST MT. RD Owner: JOHN JR& CARA GITTO Applicant: JOHN JR& CARA GITTO This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage -_3 Cars AttachedI�DSingle Family Dwelling Jw N Apprcavat inctudez septic' .sy,,tem az-bu� as attached ins ct i.on beet indicatez Director of Building&Code Enforcement and map. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040149 Application Number: A20040149 i Tax Map No: 523400-295-006-0001-002-002-0000 Permission is hereby granted to: 7OHN JR & CARA CTTTO For property located at: WEST MT. RD 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. Tvne of Construction Value Owner Address: JOHN JR& CARA GITTO 84 ASH DR. APT 1 Firepl Ice LAKE GEORGE NY 12845-0000 Garage-3 Cars Attached Single Family Dwelling $150,000.00 Total Value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency ADIRONDACK DREAM HOMES 15 ANTIGiTA Rd OTTEENSBITRY_ NY 12804-0000 I Plans&Specifications 2004-149 SINGLE FAMILY DWELLING $365.04 PERMIT FEE PAID-THIS PERMIT EXPIRES1he Friday,April 08, 2005 (If a longer period is required,an application for an extension must be made to code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queen ury; Thursday,April 08, 2004 SIGNED BY for the Town of Queensbury. irector of Buildin Co Enforcement ��- iqq Check Residential Plan Review: One&Two Family Dwellings YIN/N/A (2)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: indow Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK ampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors fairway Headroom 6' 8'All Stairs 36"Width Cl Stair Run and Rise 9 Winder Run and Rise r ,Spiral Not Allowed From 2nd Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance all Width,36"min. drails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Mafety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access arbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Building Permit Application Town of Queensbury Department of Community Development,742 Bay Rd., Queensbury,NY 12804 (518)761-8256 A permit must be obtained before beginning construction. Permit No.: No inspection will be made until applicant hats received a Fee Paid: valid building permit. Form must be completed. Rec.FeePaid:OW Reviewed By: Applicant: Owner: W_, P� 2004. Address: Address: Wes\. (' , ►:, P-a► ` INGq� URy z�o ��DE Phone#: Phone#: Sys Tax Map Number; �� • Z- Subdivision Name: (if applicable) Lot Number: 1 House Number: /Street Name OR ` I Property Location: \,J CSar heJ�ti New Building: esidentia Commercial Estimated Market Value of Construction: &I\Jo j ooa ❑ Addition: Residential/Commercial If an Addition,what will use of addition be? ❑ Alteration: Residential_/Commercial o No change to Exterior size: Residential/Commercial ❑ Other work: (describe Check Below Occupancy Info 1"floor sq.ft. 2'd floor sq.ft. Other floor sq.ft. Total Sq.Ft. Single Family Dwelling �,. pg5 Z 7j6Z 1 Two Family Dwelling Townhouse Multifamily Dwelling #of units Office Mercantile Manufacturing 1 car detached garage 2 car detached garage 3 car detached garage 1 car attached garage 2 car attached garage I/UU 3 car attached garage 1 '/ Storage Bldg.,Comm Storage Bldg.,Res, ( � Other 3 What is the proposed height of the structure: feet 1zS inches P P � �_ 8 Will any second-hand or ungraded lumber be used? If so,for what? �30 No.of Fireplaces to be installed: No. of Woodstoves to be installed: List below the person(s)responsible for supervision of work in regards to Building Codes: Name Address - - -Phone No. - - - — Builder )4,1.5 ►, x, R lAk Gc<<ae. 6d9- R\%o Plumber t Cti W\5 c.0c►.,,r6 917. •ZZZo . Mason G.► c4I, %A Z- % Electrician C e 6 S T rl`1 g • 9 5 Declaration: Please sign below after you have carefully read the statement: —- To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes,an As Built Surve by a licensed surveyor; drawn to scale,showing actual location of all new construction. Signature: (circle one: owner,owner's agent,architect contractor Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)-761-8256 f 1 OWNER INFORMATION: ................................................ :.. �. s � Location of installation: WtS%, File Permit No. Tax Map No. a°�� / (> ' Fee Paid rOiNl1J r) 2004 Owner's Name: ` Address: ook�1CA<( 6 1 -c sw c -w1S�0 T 2. INSTALLER'S NAME : S'ckM Q5 PHONE NO. S`_ 9 a -3 6 f)Z. 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 x Computation = Total Dailylow_ 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes_ / no X Spa or Hot Tub Installed yes_ / no ) 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Too a h S ature Ground Water Bedrock or Impervious Material I7o estic ter SLipply Fla san at what depth at what depth municipal Rollin —loa feet feet we Steep slope c ay if well; 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: minute per inch rJvl-G /�GLZ.�Q 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: gallon (min. size 1,000 gal) Tile Field: each trench ft. Total System Length: 2ZO ft. 6'd��ivr'LICU Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or 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 &INFORMATION FOR 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. l�z16V S' ature of responsible person Date �....,.,.,.+serrll ►Tncrvt�.= 'TS C'NAXC ''ITOa 14OLLYM- 01Au?8 L(1S,dI�IrJIS 'L r rI w rtv'41 I t L -Oof ... -V111,01 to UNOd VA AS y,i,N►�I itl:!12l II'lN13i t�(�I►1,�121.Vd;�IS .t.�)cttstl;) 11::ods.i(I :filttM7� lint: %-MAWS'. �.tncibua�nt� 10 unukl'.. ENERGY C D O O E COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS T Ap p ti 9 20 Oar 0� Compliance Methods:Part 5*-Acceptable Practice Method— 1&2 Family Dwellings (04f®�Q�"45'600'D"J8 Part 6 - Thermal Rating—Component trade Offs 1&2 Family DwellinY Multi-Far wily Dwellings(3 Stories or less) Part 4*-Design by Component Performance, Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPL,ICANT'S NAME: PROPERTY LOCATION: PART 5!METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area a3jOZ square feet 2. Type of heat- Electric Oil V"Gas Other ; 3. Is building mechanically cooled? r, yes No I 4. Percentage of area of windows and doors Over 17% Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TOR VALUES AS , SHOWN ON PLANS SUBMITTED: a. Roof R 3 o b. Exterior walls R—W— -- c. Glazed areas R sp VS d. Exterior doors R-1' e. Floors over unheated spaces R f. Edge of slab on grade(heated building) R g. Basement/cellar walls (above grade) R 1 h. Basement/cellar walls(below grade) R t\ 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 Applicant's Signajure pp f Date Phone Number INSPECTOR'S REMARKS: Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 A Application for Fuel Burning Appliances fD applicable to solid fuel & vented gas .appliances C� APR 0 2 7.004 Date l , 20 O Pe E- 1 `�fil d'0 Y BUILDING AND CODE 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 perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: _S&Nn �_ C.c.s GN`Ir� Stove: wood coal pellet gas Fireplace insert Address: ��- (`��"^�"`�`� i xe'�a Fireplace; factory-built: (�wood Fireplace, masonry: o gas Furnace: wood ga 9 oil Phone: If non-masonary applicance,please provide Owner: _�-a\' car- Cz.k C'mu Manufacturer Name: Address: Model Number: Chimney Information Phone: 9 t-15'5L 31 (circle appropriate words) Masonry block brick stone �� the steel size: inches Exact Address: �.�1e,��- 1`�wr��-) Q� . of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: Construction/Installation must con or m to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consulvavailable Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall Insulated =Direc-tventing Chimney Liner 4 Ca.�rha[ear-'ter.Depaz�me�t—To�r�of Qzzee�.erbaYz�, 3V'e�-7tzorl� Fire Marshal Code# $Collected $Refunded Re ived fion •efunded to . ---i�`—� -- - �/ address: _ A 173 3389 (190) Public Safety f� A 233 2655 ( 30)Minor Sales DATE: White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink K Goldenrod(Cashier's Dept.) 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 t , 20 Permit No. / i 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 requiretnents and also will allow all inspectors to enter preinises to per f rrn required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: i Stove: wood coal pellet gas Fireplace insert Address: Fireplace, factory-built: wood gas' Fireplace, masonry; wood gas Furnace: wood gas, oil Phone: ; "� :. r� 'i • +j If non-masonary applicance,please provide, Owner Manufacturer Name: Address: Model Number: Chimney Information Phone: (circle appropriate words), Masonry block brick stone (T1"'ue" the steel size:' inches Exact Address: s of construction or installation :Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: Construction/Installation must con orm to NYS Fire Prevention &Building: Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wa/1 / Triple wall. / Insulated / Direct venting Chimney Liner � Ca,,�,i2f�r'�r.Department—To�ru o�Queea�rbury, lV"e�7[Tor�- I fr FireNltrrs`hal Code# $Collette $ e'arnciccl Recerverl om�i;efiutrlect to)1 €{ sf_ � aclrl-ess 9 173 3389 (190) Public Safety A'233 2655, (230)Minor Sales DATE: � f�Fy�#�•�-t f�!. � t � � To f White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.) 169 Haviland Road Queensbury,.NY`12804 Hutchins Engineering Phone: (518)•745-0307 Fax (518) 74$-0308 March 3.1, 2004 Mr. John Gitto 3 Dorchester Place Gansevoort, NY 12831 TO APR 2004 8U L®0V QUEE1V5gU Reference: Proposed Residence of John and Cara Gitto GAiV�CEDE�° West Mountain Road, Queensbury(T) Septic System Site Evaluation Dear Mr. Gitto: On this date(..observed a.test.pit and--conducted two soil percolation tests in order to determine septic system requirements_for.your proposed,four-bedroom residence. All tests were conducted.in.the area indicated as.preferred septic system location.:.The site. has recently been graded"in the area of the proposed house.and septic system 'Results of.tests are as follows: Test Pit TP-4 0-8 Brown Silty Sandy Till with Cobbles'&Boulders" 831-2311 Redish.Brown Silty Sandy Till with Cobbles and Boulders 23"-64' Brown Coarse.Sand with Cobbles.and Boulders 64 End,of Test Hole. No.Groundwater..or mottling observed. : Percolation Test PTA •Depth =28" . Silty'Sand.with Boulders Stabilized-Percolation.Rate '. 7 Minutes 0. Seconds -Percolation Test PT-2 Depth =27" Silty Sand with Boulders Stabilized Percolation Rate 7-Minutes 20 Seconds Based upon the above test results,.it is my opinion that a conventional-septic system, as.deftned by NYSDOH.Appendix 75-A, is appropriate for this siteHKOU G..Thomas Hutchins, P.E. i G.Thomas Hutchins, P.E. torTr.hutchins@hetheaven.com Queensbury Building & Code Enforcement - Resid nti nal Inspection Office No.(518)761-8256 Arrive: a pm part: a� Date Inspection request received. _ Inspector's Initials _ NAME: IT#: L 11 LOCATION: D TE: TYPE OF STRUCTURE: Comments Y N N/A 'Chimne Ht./"B"Vent/Direct Vent Location e C4 Fresh Air Intake - f d� ` 3 inch Plumb Vent through roof minimum 6" Roof Co lete/Exterior Finish Com lete Guard 30 in.or more @ 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. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade 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 Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector 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�4 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 . f .-150 s . ft. vents CD Building No./Address visible from road Final Electrical Site Plan /Variance re uired Final Survey Plot Plane / 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\BuildinQ&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL / Cert. 84846 Cut-in Card No.............................,S1 Permit No....................................... r .. Owner..................... ...j.��.........................................................ti........................................................ . Location... L �a /j2�'LLsI✓'1. ..../..` .............................. .•. ... .......... ...... ............................. fe -76 InstallationConsisting of... ............................... ......................,/.............................................................. .................................................... ...... .................. dc ..............................................ram �1.P�ems........................................ ................................................................ InstalledBy............/ -........................................................................Lic:No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making i ections at any time, and if its rules are violated,the Company shall have the right to v e this c9r ate. Date..... . ..Q. ................ INSPECTOR................................................. Queensbury Building & Code Enforcement - Res' ntial 'nal Inspection 91-11,111-IA- Office No. (518)761-8256 �f I� Arrive: am/p part: Date Inspection request received:o`� �laoy� _ Inspector's I n i tals: NAME: ( U P RMIT#: 0)62) LOCATION: /3S ATE: ; TYPE OF STRUCTURE: Comments Y N N/A n / Chimney Ht./"B"Vent/Direct Vent Location {�/�, /r/�. Tc MS 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,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. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade 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 Safety glazing/Wind w in stairwells safety la in Interior Smoke Dete tors: �� Every level: / Every Be coom: / Outside every bedroo area: Inter Connected: / Battery backup: 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/'/4 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&Codes\Inspection Forms\Res. Final Inso. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection P- 6ffice No.(518)761-8256 Arrive: pm a t: am/pm Date Inspection request received: C� _ Inspector's Initials: NAME: I PERMIT#: LOCATION: 1<<�t I '. NL DATE: ic�16-S TYPE OF STRUCTURE: c� Comments I Y N N/A � �� 1, '. <L- — — K Chimne •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 a,stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete b� U�J - �D Interior/Exterior Railings 34 in.to 38 in. ,��t�n Platform at all exterior doors fP K- - Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum /7 Grade away from foundation 6 in,with 10 ft. � \�� Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Ai' U�t -fi�1 Gas Valve shut-off exposed/regulator 18"above grade 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 Safety glazing/Window in stairwells safety glazing Interior Smoke Dete ors: Ever level: ! very Be oom: Outside every bedroom y ea: ✓✓✓ Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window _ , S� 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/'/4 hour fire door/.door closer PC-L-F-- vlc� � ��.�r Duct work Sealed properly �� '-l� Gas Logs in Sealed or Glass Enclosure Attic acces 3o in zz, 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 C AV` Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic S stem/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Insvection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Town of,Qfensbury lore Marshal �` I 741 Bay Road Queensbury,NY 12804 761-8105/761-8206 fax 745-4437 Fa&IM Buil Woo urnin Fireplace/Stove Ins ection Report Notice:New York State,requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructi7- 77 ifications is allowed. Permit# Schedule Inspection Timed-0— am �anytime Inspector Name e°`-"-y`t1" Address 3S �/\,�J �c Rough In Fin Appliance Manufacturer Model# Masonry Chimney Factory Built Chimney Flue Size Double WAIL-Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles(all sides) !� Safety Strip Installation(fireplaces only) Firestop(s) Vertical Chase �/� Wall Penetration v Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air ' Hearth Extension Mantel(height above f/p opening) FireP lace Doors/Screen(required) qhft—Bing Depk Yello —C mer Pink—Fire Marshal i Town of,Qii� bury Fire Marshal �,Crjy 742 Day Road Queensbi ry,NY 12804 761-8205/761-8206 fax 7,45-4437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No-deviation from the manufacturer's instructions or specifications is allowed�y Permit# 0 w 9 Schedule Inspection l Time w am pm ytime Inspector — Name rn—y Address 11�� t r' *� t�D hough in L Final Appliance Manufacturer Pr S 5 C. Model k G y Masonry Chimney Factory Built Chimneyx Flue Si C�', !Double W Triple Wall Insulated Yes No' 'N/A Comments Floor Protection Clearances to Combustibles(all sides) Safety Strip Installation(fireplaces only), Firestop(s) Vertical Chase Wall Penetration i Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air i 1 Hearth Extension boa Mantel(height above;f%p opening) � '1 Fireplace Doors i Screen (required) � i WMte—Banding Dept. WHO —C-4 mer Pink—Fire Mangy 0 �• R12079604 w i AJS Joist.11 .Rei.rifosce_, rnent Detail ' m " Joist: 9-'l!2"AJS 20 MSR Job.�fame: E3itto- Residence ; ¢ co Loading: 40 L015 DL psf Address: 1136:West Mountain Roast R � N Spacing: IS" O.C. City: Queensburry, ANY', * °' Span Lengths: 16'-0", 16.0" Distributor. Boise Distribution -Westfield Center of Hole Start Location: 6"from bearing Date: December 7, 2004 1' _ c Contact; Nathan Olived- 2 0 rZ 0 16'span :Z v 24" _1 a to � m 4-1A 000 ! • Existing 3" `� ' ` diameter hole w r a i a N 6" A m J '� I r+ s: m � 1. Min. 314" Plywood/OSB" x 2' long reinforcement placed on both sides of joist web � N with 1/8"gap at top and opening cut to mato with existing hole. co 2. Split reinforcement horizontally to fit around existing duct/pipes in hole. 3. Apply with face grain horizontal.- 4. Glue to web with floor panel adhesive on full surface. m 5. Nail with 4 rows 8d nails, 4"o.c. and clinch on athor .aide%. ' Use APA Rated 41312.4 plywood/OSB and better only. N r. Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ m D am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: U PERMIT#: LOCATION: INSPECT ON: / G TYPE OF STRUCTURE: �,� Y N N/A. C®Ib MEN V/ Framing . "Jack Studs/Headers Bracing/Bridging JO1St}lanaP��? y'Z`CL�-� 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 frorn 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 /1'4v) �� LASucHemingway\13uilding.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: am/ rl�J1�part: tn/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:`�•JJ NAME: C // 0 PERMIT #: (� L — / 9/ LOCATIO INSPECT ON:� TYPE OF V STRUCTURE: o Y N N/A � nn PVC: R-1,R-2,R-3,R4 Drain/Vents �o u Cast Iron, Copper Drain/Vent/ Comm. �� p,`p,�✓�j' Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates ' �U 1 % inch min.. Drain Size Washing Machine Drain 2 inch nun. 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 �V I Water Supply Piping Cooper Commercial N do er, CPVC,Pex One and Two-Family ` - sulation/Residential Check/Commercial Check JAI Proper Vent,Attic Vent Duct i Hot Water Piping Insulation If required unheated spaces Combustion Air Slipply for Furnace Duct work sealed properly/No duct tape oppG�I E /� L vvA2c COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: arn/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 1✓ PERMIT#: LOCATION: INSPECT ON: Z 3 d TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/BridgingJpP,Po Joist hangers / Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more PVC—GD 1144N o • Headroom 6 ft. 8 in. , I D LC it Fed k, m) 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 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) r 20 in. (W) 5.7 sf above/_below grade 5.0 sf grade L:\SueHemin-,Way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ m e art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 2W NAME: PERMIT G�U #: a LOCATION: INSPECT ON: Oy TYPE OF STRUCTURE: Y N N/A Framing COMMENTS Jack Studs/Headers MAIVI) . Bracing/Bridging pro/�p V"q-L—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 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 LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 DEC 01 2004 11:48 FR 84 LUMBER MALTA 518 899 5687 TO 6689181 P.01/02 Engineered Wood Products AJS10 20�MSR Joist Hole Analysis Maiti-Span 9-UX'Joist W o.c.-16'-0"spans-40 psf LL/15 psf DL Check 3"diameter horizontal web hole curt 12"from 5.5"wide bearing edge minimum Ads 201a 20 MSR Description:MULTI-SPAN FLOOR.FOIST 9.5 inches Builder. 1144 PoUnds Job Name: GITTO 550 ounds Address: 1135 WEST MOUNTAIN ROAD City,St: CUEENSBURRY,NY 3lnches I Supplier, 0 ineles Distributor. BOISE DISTRIBUTION-WESTFIELD VA 0 inches Date: 121112004 Hole Factor 0.3180 . ��® Vallow 642.400 ounds CSr. 0.@56 ok 2�O Shear stress ratio is less than 1 so ok DEC !VVM Factor. o•000 TOWN BUILDING AND CODE Y Ler h Factor 0.000. use..249 for s and.29 for others Vallow O.ODO unds CSI MAI NIA Nate: • 3" dia hole Otherholas shall be rMnimum o►12 inches fmarn edge of hole shown.or the•larger of 2 times the largest hole dimension from edge to euge i II 3"diameter hole shown on this Mail 4 shall be a clean out c;rcular hole with 3-7/8" m n. no jagged edges Holes with jagged edges.will require reinforcement repair that is not shown here. x = 12" Min. Design Summary: 1. 3"dia.horizontal hole cut 12"minimum from edge of bearing does not require repair 2. Joist end reaction at this bearing shown an design report shall not exceed 550 pounds. Prepared By Bill Theobald.P.E. Sheet 1 of 1 12/1/2004 141?5722432 PAGE:01 6 'd T8i6-899-8TS JaTPeN PJL-moH dao :al i3O TO o0a DEC 01 2004 11:49 FR 84 LUMBER MALTA 518 899 5687 TO 6689181 P.02/02 At _ - i �• BC CALL.'®9.1 DESIGN REPORT-US Wednesday.neoerrber 01.20v4°eon SOMEry Singlo 91/2"AJSTm 20•MSR Rem IMTMZCG; °1 _ Jab NaM: G1T1•o pecir Liar NATB txlVEftl Add;=v 1185 WEST MOUNTAIN ROAD spearer.Dcegner BOISE-WESTFiELD e1W55. 62.we.Z;p:t1UEENW,#RY.NY Cotipany: C:z►Nncr. M;st~ Code•reports: ESW•� iB 00-00vw 16OD0�' t ;e I.I.8793ft .�a761hs LL Iasi Lbe p1,121 Ipa 0:•211112 OL S®8lba Total HanTofltN Product Let+gth=32-0POD _ . General.Data Load Summary t� St It End TVw Vr31ue OCS DVS U51mp26d1 StenOald uewptwn tlt nf.AtQa Lpk 00-00.00 32-00.00 LW- 40 pd W 100Yo pcad 15 psf 18° ova >Var•�a+iy0e Jost LettCaMll¢vrc No Hola Summary t qeL yydlh MOM R7,9M.;naver: V0 ID Dewpiton MOM BlCl121110 1 01-0104 Loll 3" 3° VOW., DC Spadn3: 16, Controls Summary 'R NloWrttlole DutaUon Load 9pR11 Lceallon Repltlher: YW cortroMpe Vallw Cons'.-va(lan Type*Glued Pos.Morrent 1642tblbo 482% 100% '3 1-ILg4ta N Molrunt 2372114bs GOA% 100 A DiSGlOsuro EnnddReocaan 487ft 42.6% 103A '5 2-Right ? �,;Yrfiwenass and atuuaCyof Irrt.RoacSal 14381b8 49.1% 1=% 1 1-Rl3ht i-p,t +s'JE ve ifs by anyame Cor.L Stmr 7121b3 820 100'.4 1 1-Rrght c•?11...it2S HuloW1 Sheaf 407lbs 62A% 43 bbKy .'•'. Tots;Load Deft Ub76(0.T8Z7 35.5% 13 1 B•r'p sa9ca. TnE Dole wt Lka Load Dell Us%(OMI 56.5°Ar 13 1 above fs bised up:^I:,Wng Total Nag.Do& -0.057" 11.59/. 13 2 W ooe de-apted.deaignptopeAits mm ven 0.292- 28.2% 1- 1 and ar>a &nxtwds. InsW!abcn She perry 20.1 Na 1 of 13015E enginvwt dvzod poduats most be in amotdanw g ft f(ng t3upports Val the ci�mntsrataftion0*% %A1OW 'KAlW ON tyo snumblo bugifra Coosa: Now, � Che.(Lx" Value Member M1" To obmin an In iddion Guide or it FM y p�� 1.3Wx2AW 497 We 26.7"/6 n1a svuw Plne-F!>- youh veanyques5ons;pleasecali 91 WaLIPlatt 3-1/1"x2.1/:` 14581ba 392g6 nis Spnxs�ne w (tt0i))232=078B trdore ueglnn!ng 132 WaRlPlate 4971bs M7% n!a Sp vco-Ply piod:rcii��alFd:Or. a rA,LGV,SC FPAVIRRO�BCI®, Not" 2Cr:.1ZOARD�Y8C089RIM Octninws Code mWnwm(U240)Tgelloedd2Bot39arcleNP. bv:•iii• ' b0SE GL UW4;' n rreela UeerapeoTod(U46M Live loadrialedi0n Cruet;& VEks,ruftrf,%s JER.jA-RIV.N�. Drip mwh arb vary(1,7 Ma dmumload de0a"OiWft VERSA-RN.?LUS%. VERSA•STRANC*"; VERSf41tA v.ALLJOlmand AJS-1 mn-L34emarics OF Saint CAacade I;Moration. Page'0• . 2004 is:23 1.4135722432 PAGE.02 ** TOTAL PAGE-02 xr* a 'd TSi6-899-8TS .aalPeN pjemoH daO =ZT 1�0 TO oaa Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: _ai pm De am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial . NAME: PERMIT#: I LOCATION: INSPECT ON: TYPE OF STRUCTURE: _--F Y N /A C®14 MENTS uming Jack Studs/Headers 7— R&PA I l"--> Bracing/Bridging Joist hangers Jack Posts./Main Beams Exterior sheeting nailed properly 12" O.C. A—P,4(R 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 F' e wall 2, 3, 4 hour Firestopping �� f 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 L y . , A6 L— �t % � V1 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 7454437 FactoKy Built Wood Burning Fireplace/Stove Inseiection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specii"tcations is allowed. Permit# (!- t-1 l LA� Schedule Inspection i�� Time__ pin anytime Inspector �(✓ Namc —aH a\�& I-rrO Address �5 T- 01-f Z'� bough 1n /' Final Appliance Manufacturer Model# <; Masonry Chimney Factory built Chimney�K Flue Size Double WallX Triple Nall Insulated_ Yes No N/A Comments Floor Protection �� .3 �, J L,I 1-} '' L- Clearances to Combustibles (all sides) Safety Strip Installation (Fireplaces only) J Firestop(s) Vertical Chase Wall Penetration Chimney Clearances to Combustibles � `V\� `��'' `��`<L c-� Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air ,; i Hearth Extension Mantel(height above f/p opening) �\ Fireplace floors /Screen (required) White—Building Dept. 3'ello —Cus mer Pink—IYre Marshal 1 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/p epart 742 Bay Road, Queensbury, IVY 12804 Inspector's Initials: NAME: �i PERMIT#: — LOCATION: INSPECT ON: I TYPE OF STRUCTURE: Y N N/A -7 mi ng C®le'IIdIENTS `IYra q� / Jac tuds/Headers VBracing/Bridging Joist hangers 't*'e Ae'A'-R Hot—& /D•^- Jack Posts/Main Beams Exterior sheeting nailed properly bGG S Oa CLOD %c� GtJc 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. rl?6 IU,41,, 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, 31 4 hour F%restopp ng fCkAle V Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch e X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Sp7ade drooms 24 in. (H) 20 in. (W) 5.7 sf above/below 5.0 sf grade s ,e P � Al�/ � PC- ,vs� �/�rL Pz- N LASucHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 9 NAME: Ci�KC) LOCATION: y S -� PERMIT Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community I Development. V Upon review the survey has been: Crai ro , Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc S7g 07 p2" 200.00• E b h 0 W CO LOT 1 N _ S 82027 � r � 40 E _ 690.57 O O - LOT 2 N A 218,144 sq.ft. 8203 '44"E 5.01 acres �` 134.98,LU Q 3 IN o 984.53' N82°27'40-W \ �� •,'y� I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO: CARA A. GITTO JOHN GITTO BANKNOIRTH, NA, IT'S Stl P/ /OR ASSIGNS FIDE I INSURANCE COMPANY OF NEW YORK 'e CERTIFI MAC _EW- NYS 50135 DATED: SEPTEMBER, 3' OCTOBER 15; �+ FEBRUARY 3, 2005 D u ,5' Map of a Survey made for ate: FEBRUARY 12, 2004 '� a 'UNAU,HORI2fD AL7ERA7WN OR AM7M M A SIA%SY Scale 1"=100' /1 YAP BEAWKI A LICENSED LAND SURVEYORS SEAL IS A /V[`/`�/ �"��SECIM' . p1z� Cara A. Gitto THE NEW YORK S7AlE EDUCATOR LAW.' 'MLY COPIES FROM 7HE ORIONAL OF TiS SURVEY MARKED WITI AN ORKIIMAL OF 7HE LAND SURVEYORS Sieves SEAL SHM.L BE OON90ERm 70 BE VALID FY I COPIES• & S_ 1 ctx7RVEY AS INDIC-PWARED ED IN ACOEON IDANCY THAT n«s=UR�EY WAS� E w A�A«�w7H T 3 2-3-05 FINAL HOUSE LOCATION BY 7Wi caDE aF PRACE A FOR LAND SLMLVEYORS ADDPIm BY 11#NEW PORK STATE ASSOCIATIpI OF PROF7590NAL � a n u r v e y o r s TO 7iW PERSUM FOR SWU W Y IS SPPREr�µD John G i tt o Jr. 2 10-15-04 FOUNDATION LOCATION $�T 1 OF 1 ON M BEHALF,0 7W TTE COMPANY.COVERMIAMTAL 169 Haviland Road Queensbury, New York 12804 oF 7w w 1 9-13-04 ADD CERTIFICATIONS Ton of Queensbury, Warren County, New York GITTo C-990 (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 01251-2 J Septic Inspectio*ectionrTe Office No. (518)761-8256 Date Insd: Queensbury Building&Code Enforcement Arrive: part:742 Bay Rd., Queensbury,NY 12804 InspectoNAME:LOCATION: S tJ RECHECK: Comments and/or diagram Soil Type-, Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft• ` Well separation distance _ 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 kf Foundation to abso tion Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Fro Middle Rear System Use St us: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueI4emingwa}\13uilding.Codes.Inspection.FORMS1Septic Inspection Report.doc January 28,2003 TPI vi QUEENS BUILDIIC yS REVIEWED.B t! IDA i � a Np5e 1250 Abl E ! 10r 3 — ' r RECEIVED C 19 2004 T BUILDING AND CODE Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: _ ai jrr��'Depart; am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's InitialsA : � l NAME: &URE: PERMIT#: 04qLOCATION: INSPECT ON: TYPE OF STRU Y N N/A COMMENTS rammg' Jack Studs/Headers �ea� 1�Ci S��G S F�— 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 PC A, Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls ABC- �� Metal Strapping for Notches Top Plate r47 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 ire wall 2, 3, 4 hour i . 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 `Y:\Sue Hemingway\BuiI ding,Cod es 11 restopping Inspection Report.doc January 28,2003 Septic Inspection Report Office No.(518)761-8256 Date Inspection request;receiv Queensbury Building&Code Enforcement Arrive: fam/prn part: a:�j1� am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial's_ NAME: PERMIT NO.: (7�0V 4— / LOCATION: i INSE$CT ON: -� RECHECK: {V' Comments and/or diagram Soil T e. San 'am/Cla .Type of Water:( unic'•4 i Well Water Waterline se aratron Istance Well separation distance ft. Other wells: ft. Absorption Field: Total length Length of each trench Depth of trenches ® -,aft. Size of Stone Seepage Pits: Number t Size: x Stone Size: ` 6 Piping Size Type Building to tank +-��\� %r_:t 1-No .-,7 � Tank to Distribution Box ; ti\ Distribution Box tb,Field/Pit Opening Seale ) �/Partial Location/Separations V Foundation to tank A.0 ft. Foundation to absorption Lv ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front dear I Left Side Right Side Middle Front fiddle Rear System— se Status: / Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office _Disapproved L:\SueHemingwaylBuilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection r uest ecei d=-!7a Queensbury Building& Code Enforcement Arrive: am/p a742 Bay Rd.,,Queensbury,NY 1,2804 Inspector's Initi ls: �NAME: P IT NO.:LOCATION: SPECT ON`: RECHECK: Comments and/or diagram Soil T e: Sand o Clay Type of a er: cipal Well Water Waterline separation distance C1 ft• Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. t Length of each trench 1 ft. Chi W2 Depth of trenches ft. r� Size of Stone Seepage Pits: Number w Size: Stone Size: Piping Size T e Building to tank Tank to Distribution Box e n ' Distribution Bo ield/ it Opening Seale artial Location/Separations Foundation to tank ft. Foundation to absorption ft. Se aration of Pits ft Conforms as per Plot Plan Y Location of System on Property: �C Front Rear Left Side Right Side v Middle Front dle Rear S stem atus• Ap ov ---- a al Approved and needs to be re-inspected,please call the Building&Codes Office spproved LASueHemingway uilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 042 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ t received: ,Queensbury Building&Code Enforcement Arrive: _am/p part -,U am/ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: / U J�^a— T a l�" PERMIT#: LOCATION: 5 INSPECT ON: // G TYPE OF STRUCTURE: 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 Bolts 6 ft. or less on center ce and-s w 'eld 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 LASueHerningway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection5ERMrr to � Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's InitNAME: do LOCATION: : _ FNTSPECT ON: 0 0oil TYPE OF STRUCTURE: Comments _ --- _ Y N N/A �� JlJ=l1x- �Jl OJT, 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 Foundation Dampproofing Foundation/Waterproofing Type of Damp proot7^ tiVatel roofing ooting D m Daylight v Footing D e: 12 inch width 6 inches above footing o 'or w 'eas der ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASuel erningway\BuiIding.Codes.Inspection,FORMS\Foundation Inspection Report.doe .January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/prn Depart:) pm 742 Bay.Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ �d PERMIT#: LOCA'CIUN: _ �l J�. -t INSPECT ON: TYPE.OF STRUCTURE: Comments 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofng/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:\Suel-Icmingway\Building.Codes.Inspection.FURMS\Foundation Inspection Report.doe January 28,200: 169 Haviland Road Queensbury,.NY,12804 _ HUtchlnS Ehgineerin'' Ph6ne:.(518) 745-0307. Fax:-(518).745=0308 . March 31,,2004 O Mr. John.Gitto 3 Dorchester Place 2004 Gansevoort;;NY: 12831 �0wn1 OP BUILDI I. . Reference. Proposed Residence•,of.John and Cara.Gittof�'�(:OpY ' : - W est Mountain`Road;:.Queensbury(T') - Septic System-' Evaluation . Dear.Mr•: Gitto: On this.date'.I,'observed a test pit and conducted two soil percolation tests in order to determine,aeptic system requirements for,your proposed;four-bedroom residence: All-tests Were-conducted-Jn.the area indicated as preferred septic system:location.' .The site:has recently.peen graded.in'the.area of the proposed'`.. house.and septic system Results ofaests are as-follows: Test TP-.1 0-8" ' BrOy�n.Silty Sandy Till,with.Gobbles.,& Boulders _ 8"-23" .='• Redish Brown Silty Sandy.Till with Cobbles and Boulders 23"-64" Bro�nrn Coarse Sand with Cobbles,.and Boulders 641) End of Test.Hole. No Groundwater or mottling observed: Percolation-Test'PT=1 _ .-Depth =28" Silty�Sand with,Boulders Stabilized.Percolation.Rate =:7 Minutes'Q Seconds . Percolation T.e t.PT-2 Depth,= 27" Silty Sandwith Boulders Stabilized Percolation Rate =.7,Minutes 20 Seconds'_ Based upon-the above test.results; it is my opinion that.a conventional sI.eptic system,:as.defined,by..NYSDOH,Appen"dix 75-A, is appropriate for this site.: R ards ' �,.AS FIuT ',G.:Thomas Hutchins, P.E. c a� A, G.Thomas Hutchins, P.E. torTr.hutchins@rietheaven.com Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection requ st received: Queensbury Building&Code Enforcement Arrive: anvp Depart m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 6 PERMIT#: _ ) LOCATION: _^ :;"I t r INSPECT ON: TYPE OF STRUCTU 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: _T 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. L:\Sue}-]emingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 Permit Number C MECcheck Compliance Report Checked By/Date VC— Proposed New York State knergy Conservation Construction Code APP U 2 2004 MECcheck Software Version 3.3 Release I Towiv Data filename:Untitled BU AIG q BU,@ TITLE:GITTO, JOHN AND CARA Up CQ pF Y COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 12/08/03 DATE OF PLANS:6/9/03 COMPLIANCE:Passes Maximum UA=493 Your Home=379 23.1%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1277 30.0 0.0 45 Wall 1:Wood Frame, 16"o.c. .2649 19.0 0.0 135 Window 1:Vinyl Frame,Double Pane with Low-E 287 0.350 100 Door 1:Glass 40 0.350 14 Door 2: Solid 77 0.100 8 Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.8'bg/7.6'insul 1220 11.0 0.0 77 Furnace 1:Forced Hot Air,90 AFUE Air Conditioner 1:Electric Central Air, 10 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 Proposed New York State Energy Conservation Construction Code requirements. Builder/Designer e'Ala4.41 Date �� MECcheck Inspection Checklist Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I DATE: 12/08/03 TITLE:GITTO, JOHN AND CARA Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. _Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.8'bg/7.6'insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1:Glass,U-factor:0.350 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Door 2: Solid,U-factor: 0.100 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, 10 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 Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an.appropriate air-tight assembly with a 0.5"clearance from combustible materials and 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code offew York State,the Residential Code offew.York State or the New York City Building Code,as applicable. Service Water Heating: [ ] 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. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] 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. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55°F must be insulated to the levels in Table 2. i Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe 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 HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 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) I v o, (�1 .-L S79. 70 02„E s 20p.Op' t w O l0� LOT 1 ►: S 82027'101, E 0 ^ _ --_ 690.57 O 0 �I �O N '� LOT 2 — --- N 218,144 sq.ft. S8203p.44"E Q 5.01 acres z ---. 134.98' z ° 0 3 z� o o 984.53 ---' — / A* Cb ' N82°27' 10"1111 RECEIVED NOV 1 9 2004 TOWN OF QUEENSBURY BUILDING AND CODE I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO: CARA A. GITTO JOHN GITTO BANKNORTH, NA, IT'S SUCCESSORS a ASSIGNS FIDELITY NATI ONCE COMPANY OF NEW YORK C. CERTIFIED MATTHEW C. STE , N 5d`135 DATED: SEPTEMBER 13, 2004- 5W35 OCTOBER 15, 2004 Date: FEBRUARY 12, 2004 Du S Map of a Survey made for Scale 1"=100' UNAUTHORIZED ALTERATION S ON OR ADDITION A SURVEY MAP BEARING A LICENNSED LAND SURVEYORS SEAL IS A VIOLATION of SEC71ONEDUCATION ATIO sue-aNsla+z,OF THE Cara A. G i t t o NEW YORK STATE EDUCATION I.AW.� 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY ��•yy S MARKED WITH AN ORIGINAL CONSIDERED OF THE LAND SURVEYORS S— 1 SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. ^ 1 •CER7IFICAnONS INDICATED HEREON SIGNIFY THAT /V`J J�-'I THIS SURVEY WAS PREPARED IN ACCORDANCE MATH THE EASnNG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED Land Surveyors LA THE NEW ORS. STATE ASSOCIATION S PROFESSIONAL • LAND SURVEYORS.SAID CMR71FICATIONSSURVEY SHALL RUN ONLY John G i t t O J r• TO THE PERSON FOR wl+aM THE SURVEY IS PREPARED,AND 2 10-15-04 FOUNDATION LOCATION 1 OF 1 ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL 1 AGENCY AND LENDING INSTITUTION LISTED HEREON.AND 169 Haviland Road Queensbury, New York 12804 TO THE ASSIGNEES OF THE LENDING INSn7Unow Town of Queensbury, Warren County, New York 1 9-13-04 ADD CERTIFICATIONS GITTO C-990 (518) 792-8474 New York Lie. No. 50135 1 1 1 NO. DATE DESCRIPTION DWG. NO. 01251-2 V 1 \ 4't- cl� " - LLJ oLLJ co E.1 U 63 Uj W z� Y� ►o m E f 200.p0' 00 s o w� W N � w LOT 1 LOT 2 S 82'27 ' �� ^ 218,144 sq.ft. 40" E CDN 5.01 acres 690.57' O Z �j -� „ 625 340'44 E 98�00 575 �------- 3 34 _ 550 0 0 625 � 984.5 600 575 2'?7 40"jry '� h 600 Date: FEBRUARY 12, 2004 �J�''�� Du ti.J,�\�/ e "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY Scale 1"=100' MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A Map made for QA VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF THE (V�/`/ NEW YORK STATE EDUCATION LAW." "ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY S MARKED Nth AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED 7D BE VALID TRUE COPIES." J O H N G I T T O .CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED Land Survey o r S TBy O THE NEW V STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY 70 THE PERSONN F FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL /''� AGENCY AND LENDING INSTITUITION LISTED HEREON,AND Town of Queensbury, Warren County, New York 169 Haviland Road Queensbury, New York 12804 TO THE ASSIGNEES OF THE LENDING INSTITUTION" GITTO C-990 (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 01251-2