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2003-526 TOWN OF QUEENSBURY 742 Bay1- �� Road,Queensbury,NY 12804-5902 (518) 76 8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030526 Date Issued: Wednesday, March 31, 2004 This is to certify that work requested to be done as shown by Permit Number P20030526 has been completed. Tax Map Number: 523400-240-009-0001-003-000-0000 Location: 6 ANTLER Rd Owner: TIMOTHY & ELAINE LEPPERT Applicant: MASCHEWSKI, KEVIN This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage - 2 Cars Attached Single Family Dwelling ("*344,719 ,1 Director of Building&Code Enforcement Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid $ ?'..k4-C)41- gy 7 valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. • Applicant: i4 Ev,►..I '4I -e-.4e=.14 Owner: T% Li✓FP z-i" Address: -0 'Pc ISI Address: O s/-►-/ co GT LJ V e c.E � t Le/b ,.1-2E3//5 tiltswark..ttii.ti 4J. j. 62-0°-- ►3240 Phone#(S tt3) 4.9613. 010, Phone#(S10)3-77- Property Location: Lot Number: 1 House Number / c (ye Subdivision Name: Tax Map N • •er: 2q0.,eP--/-5/42:/- V New Building: residencs)/commercial Estimated Market Value of Construction:$ /31 ,Ce--10 O Addition: residence/ commercial If an Addition,what will use of new addition be? o Alteration: residence/ commercial O No change to exterior size: residence/com'1 o Other work(describe ) Check Occupancylnformation 1"Floor 2°0 Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single fancily dwelling (c:P La I LP 5 260 l 5 o Two family dwelling RI VE D o Townhouse 1/ o Multifamily dwelling #of units -J U L L 0 2003 o Office TOWN OF OUEENStiUKY o Mercantile I It► t ani%AND CODE o Manufacturing 0 1 car detached garage o 2 car detached garage o 3 car detached garage o 1 car attached garage X 2 car attached garage o 3 car attached garage o Storage building- commercial o Storage building- residential • o Other r What is the proposed height of the structure 2a feet C:;' inches r,1k-X� Will any second-hand or ungraded lumber be used? If so,for what? 4p Type of Heating System: electric/ oil el woodfoxced hot air/ aseboard/other: Number of Fireplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder is.w uacv) e Burt 1-Dnuc i..co 4r0E9 -O icy Plumber Mason Electrician Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: File Permit No. o(uu�- ��. Tax Map No.2' )..`-' l / 3 `d -/ -V. 4 Fee Paid Owner's Name: -1-i H Et e L1 t4 L,1,5•12T »„ Address: e7 v--IAsc-o GT. ,,.1, Vi A.`(u,-i.n. r--t-'1"- 12'•iog - 1524-49 2. INSTALLER'S NAME : Ire e..c,►- y6 ii7 4 r.._6_ -�4 1?,L 7 - ' PHONE NO. iv u'E-010`.-3 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 Daily Flow 1980 or older x 15U gal/bdrm = 1980- 1991 x 130 gal/bdrm = -present x 110 gal/bdrm = 5D C2,4-r Garbage Grinder Installed yes✓ / no Spa or Hot Tub Installed yes_ / no ✓� 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply F ' ss,, at what depth at what depth municipal Rollin loa 2 feet r i 4t - feet well teep slope clay if well; water supply _%slope other LEGE from any septic-system depth: absorption is loc.+ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: /6 minute per inch \ i-i,hc..,E. ea-v.:lit-a e E-.2e.ii.iz_._?) 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: 12 gallon (min. size 1,000 gal.) Tile Field: each trench � ft. Total System Length: C-P 2/ ft. Li Seepage Pit(s): number of size of each: ' ft. by ft. Size of Stone tube used: # / depth or thickness feet Bed System Size:\ \ x • Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if requred) 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) SP;203- 14. Zoning Board of Appeals—Record of Resolution Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8238 Lewis N. Stone, Chairman Charles A. McNulty, Secretary 192 Lake Parkway 14 Twicwood Lane Lake George,New York 12845 Queensbury, New York 12804 TO: Kevin Maschewski PROJECT FOR: Tim & Elaine Leppert Adirondack Designers &Bldg. Inc. Private Road 1, off Cleverdale Road P.O. Box 181 Lake George,NY 12845 The Queensbury Zoning Board of Appeals has reviewed the following request at the below stated meeting and has resolved the following: Area Variance No. 72-2003,Kevin Maschewski and Tim&Elaine Leppert Meeting Date: Wednesday, August 20, 2003 Approved_X Denied Tabled Withdrawn SEQRA Review [Tabled: applicant has sixty(60 days)to come back with the application] MOTION TO APPROVE AREA VARIANCE NO. 72-2003 KEVIN MASCHEWSKI, Introduced by Charles Abbate who moved for its adoption, seconded by Allan Bryant: Private Rd. 1, off Cleverdale Rd. The applicant proposes construction of a single family dwelling and seeks relief from the minimum road frontage requirements. He seeks 40 feet of relief from the 40 foot minimum road frontage requirement per Section 179-4-090. Now, the question is this, whether this change is going to be undesirable. In my opinion, Mr. Chairman, I don't believe it will. I think it will add to the character of the neighborhood. Board members made several comments about the situation, but unfortunately this goes back to the Year 1977, and I don't think it would be fair to deny the applicant use of his property. Two, the benefit sought by the applicant, can this be achieved by some method feasible for the applicant to pursue other than an Area Variance? And quite frankly, I said this initially, I don't see how, and I have been convinced, Mr. Chairman, that there is no feasible alternative, and, three, whether the requested Area Variance is substantial. Yes, it is. No one can take that away, it is substantial. However,because of the 1977, 1999 variances that go back almost 25 years, this is a buildable Page 1 of 2 Approval of the application means that the applicant can now apply for a Building Permit unless your lands are Adirondack Park Jurisdictional or other approvals are necessary(such as review by the Queensbury Planning Board.) Y Zoning Board of Appeals—Record of Resolution Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 Continued resolution . Area Variance No. 72-2003, K. Maschewski for Leppert ZBA Meeting: Wednesday, August 20, 2003 lot, so to speak. Four, whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district, I don't believe it will, and, five, whether the difficulty is self-created, it wasn't created by the applicant. It probably was created back in 1977, and I don't believe we can hold the applicant responsible for that. So based upon this, Mr. Chairman and fellow Board members, I move that we approve Area Variance No. 72-2003. Duly adopted this 20th day of August, 2003, by the following vote: AYES: Mr. Bryant, Mr. Abbate,Mr. McNulty, Mrs. Hunt,Mr. Urrico,Mr. Hayes NOES: NONE ABSENT: Mr. Himes Sincerely, Lewis N. Stone, Chairman Queensbury Zoning Board of Appeals LS/sh cc: Tim and Elaine Leppert Page 2 of 2 Approval of the application means that the applicant can now apply for a Building Permit unless your lands are Adirondack Park Jurisdictional or other approvals are necessary(such as review by the Queensbury Planning Board.) Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm_, epart: am/pm Date Inspection request received: Inspector's Initials: ,/77 / !D NAME: ' �; -.,� PERMIT#: r LOCATION: /�'=' j ( DATE: /X.' TYPE OF STRUCTURE: t ,/ _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in. or more @, stairs, decks,patios Guard at stairwell at 34 in. or more Guard at deck,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 1/2" 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 Valve(s)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 I Garage fireproofing/3/4 hour fire door/door closer 1 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 sq. ft.-150 sq. 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/0 [Temporary/Permanent I L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 - Queensbury Building & Code Enfori _ TOWN OF QUEENSBURY Office No. (518)761-8256 An BUILDING & CODE ENFORCEMENT alb742 BAY ROAD Date Inspection request received: Ins] QUEENSBURY NY 12804 �,, (518)745-4447 NAME: \ i•A� y LOCATION: C -'\''. -� ARRIVE: DEPART: INSP: _ _ TYPE OF STRUCTURE: F C FINAL INSPECTION REPORT COMMERCIAL MULTIPLE DWELLING 1 x) (hotel, motel, ant. com Y DATE INSPECTION REQUEST RECEIVED: Chimney Ht./"B"Vent/Direct Vent Location NAME r Fresh Air Intake ✓i "� _ ') J 3 inch Plumb Vent through roof minimum 6" �/i LOCATION S Roof Complete/Exterior Finish Complete Vj DATE 4 / /0t)/) tPERMIT t 4''7''�j- .),, ' Guard 30 in.or more @ stairs,decks,patios —j ' Guard at stairwell at 34 in. or more �/, TYPE OF STRUCTURE i- _ (' t r-y-e- Guard at deck,porches 36 in. or more ✓l FOOTINGS BACKFILL FRAMING PLU BING_ Exterior Finish Complete INSULATION Interior/Exterior Railings 34 in.to 38 in. ✓� N/A YES NO Platform at all exterior doors / CHIMNEY/"B" VENT/HEIGHT Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/2" PLUMBING VENT/FIXTURES Gypsum Grade away from foundation 6 in. with 10 ft. ✓I ROOFING Handrail Termination at Newell Post or Wall V(/ EXTERIOR FINISH 6 inch clearance to sill plate . HEATING/HOT WATER Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site RELIEF VALVES Oil Furnace shut-off at entrance to furnace area JFLOORS Fumace/Hot Water Heater operating FOUNDATION INSULATION Low water shut-off boiler ✓ 1 Relief Valve(s)installed/Heat Trap/Water Temp 110 INTERIOR STAIRS/RAILINGS Interior privacy/trim/doors/main entrance 36 in. STOCKROOM ENCLOSURE Bathroom/Kitchen watertight Safety glazing J Window in stairwells safety glazing FIRE/DEMISE WALLS PENETRATION Interior Smoke Detectors: FIRE DAMPERS Every level: / Every Bedroom: 1 ' Outside every bedroom area: CEILING FIRE STOPPING Inter Connected: / Battery backup: Carbon Monoxide Detector FIRE DOORS/CLOSERS v Bathroom Fans,if no window ✓,; EXIT DOOR HARDWARE , Plumbing fixtures EXIT STAIRS/RAILS Foundation insulation Floor truss,draft stopping finished basement 1,000 sf PLATFORM/ELEVATOR Emergency egress below grade HANDICAPPED ACCESS Basement stairs closed rise>4 inches / Garage Floor Pitched HANDICAPPED BATHS Garage fireproofing/%hour fire door/door closer 4/ HANDICAPPED PARKING I Duct work Sealed properly FINAL ELECTRICAL l Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area ./ SITE PLAN/VARIANCE REO. �^+LL Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft. vents FINAL SURVEY PLOT PLAN, IF REO CO Building No./Address risi�b/le ro roaj. Final Electrical -20, Z7 61 CM, v OK TO ISSUE C/O OR C/C 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/0 [Temporary/Permanent] + L:\PamW\Building&Codes\Inspection Forms\Res.Final Insp. 6%. Town of Queensbury Fire Marshal 742 Bay Road 00 tilt Queensbury,NY 12804 111 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fireplace Inspection Report Permit# wi Schedule Inspection )/d5(01( pm anytime Rough In Final Name (7L Address V 4ii i%i' Inspector Fin: Llt Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond tip on all sides Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed % ;v 8"minimum thickness—back/side walls Joints between firebricks—11,"max Ck\--Y Refractory mortar used on firebrick Minimum depth 20" / 1 Fresh air intake • Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above f/p opening SMOKE CHAMBER C) Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for —a Teat)d �-/`,t ►y)�interior chimneys,1"for exterior (A.12,10, Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTH EXTENSION _. r ff/i x � goit.f),0-4± Constructed of concrete or masonry Supported by noncombustible material �� 1( No combustible material on underside t n Minimum thickness 4"_hearth only cO ' ��,, ,� / ,� v v`'4 h - j<1 Minimum thickness 2" hearth extension 1 IC �W Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM , No combustibles within 6"of F/P opening � � �l l ° I r) bC ) .- Combustibles within 12 inches of F/P opening cannot project more than 1/8"for each inch distance from �-l;��t^La41 F/P opening Queensbury Building & Code Enforcement - Residential Final Inspection 3 Office No. (518)761-8256 Arrive: am/p epa . iKO am/pm Date Inspection request received: Inspector's Initials: ,---- o NAME: \`c..--\ \ ,r.r: PERMIT#: LOCATION: (� riQ e,;( ,r\\ DATE: MEP. TYPE OF STRUCTURE: i Comments Y / N N/A Chimney Ht./"B"Vent/Direct Vent Location -! Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete I Exterior Finish Complete I I Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more 1 Guard at deck,porches 36 in. or more J Exterior Finish Complete ; Interior/Exterior Railings 34 in.to 38 in. J/ Platform at all exterior doors J Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/2" Gypsum / Grade away from foundation 6 in. with 10 ft. J Handrail Termination at Newell Post or Wall JJ 1 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-of laffiin 30 ft. or within line of site Oil Furnace shut piraoce to furnace area ! i eater Ws +, er operating �/ ' Low water shut-offer / V Relief Valve(s)installed/Heat Trap/Water Temp 110 c/ Interior privacy/trim/doors/main entrance 36 in. it Bathroom/Kitchen watertight i/ Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: i Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: I Carbon Monoxide Detector Bathroom Fans,if no window / Plumbing fixtures l' Foundation insulation I Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched r I Garage fireproofing/3/4 hour fire door/door closer V f Duct work Sealed properly J Gas Logs in Sealed or Glass Enclosure / PRo �� Attic access 30 in.x 22 in.x 30 in. ht. In accessible area t� A-COM Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft.vents Building No./Address visible from road r Final Electrical J �r Site Plan /Variance required / �� ( 5�,��e Final Survey Plot Plan ✓ ! Y As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C 1 C or C/0 [Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 —1 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reques received: Queensbury Building&Code Enforcement Arrive: am/ VCDepart: P.m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: —J�� }� INSPECT ON: r" 03-0 Li TYPE OF STRUCTURE: Comments Y N/A ootin�` — Pi- s Mo . ithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L.\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inection re• -- rec- Queensbury Building&Code Enforcement Arrive w a► -%art:.•W am/ m0/- 742 Bay Road, Queensbury,NY 12804 Inspector's NAME: I..-E1)P-RT PERMIT#: "-LO -S LOCATION: _ (c ATL I9 Ao_Pi i INSPECT ON: 1 L- —('3 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3, R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family v" Insulation/Residential Check/Commercial Check R F C KCS. Proper Vent,Attic Vent V Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: • L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report /PA) Office No. (518) 761-8256 Date Inspection request r= e ed: Queensbury Building& Code Enforcement Arrive: . „p D : ' 0•r- 742 Bay Road, Queensbury,NY 12804 Inspector's Init.: • 4, �- NAME: - . PERMIT #: OS -SC) (i) LOCATIO : I -WV !�I INSPECT ON: - - ,)_ ta,3 TYPE OF STRUC Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping C per Commercial ooper,CPVC,Pex One and Two-Family nsulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: — .0 1 AFF. -- ►1� �7 P.,:_•• F 17) - lN\,!D N �w \W L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 4ft. -- Town of Queensbury Fire Marshal �� + o 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Firelace Inspection Report Permit# o5-5 .42 Schedule Inspection 12- 2, 03 : �� pm anytime RIn K.Final Name ke(�''{4- Address (r/ Ah 1 r G1&e(djInspector 55 II Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout opening—noncombustible cover _ FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks—VP max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above f/p opening _ SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY ', w� ( 4 ) t�/zjlQj4lit " w 5'1,16„ - Minimum wall thickness 4"—solid masonry X _ ' , �� ^ �,n y• � ��t � Must be lined with appropriate liner type (, LOLL / At Clay flue liner laid with refractory mortar ( 1 �,`, Flue liner smooth surface inside,no mortar " — 41"11[111e14 - (f, Minimum masonry thickness between flues 4 �( Minimum clearances to combustibles 2"for ( t k�L 4e€4 -h,"/(1044,QuA €4 v,\ interior chimneys,1"for exterior Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Ok- 0 q I" c et 'C__ Chimney cap installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material n No combustible material on underside 'j • Minimum thickness 4"—hearth only 0 cd j/& JVt4 1 Minimum thickness 2"—hearth extension / Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must I extend 20"front,12"sides MANTEL/TRIM (--' n `� ► �" No combustibles within 6"of F/P opening J Combustibles within 12 inches of F/P opening cannot 121 Z . "/C).-- project j.project more than 1/8"for each inch distance from F/P opening )/ :30 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque -ce ed. Queensbury Building& Code Enforcement Arrive: . pm "IP: : 742 Bay Road, Queensbury,NY 12804 Inspector's Init . . NAME: „L _ y �,� /r ) PERMIT #: L):3 LOCATION: ":\r\-,-V11. ._,/ INSPECT ON: J / -03 TYPE OF STRUCTU : Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iro , Copper Drain/Vent/Comm. Plu mg Vent/Vents in Place ✓ ham (—�--T�Q ough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest �-- connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Coo • Commercial Eoo.per- ' Pex One and Two-Family Ins a Non/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Z \143 �c ' Framing /Firestopping Inspection Report )646 Office No. (518) 761-8256 Date Inspection re• •est eceiv,:: Queensbury Building&Code Enforcement Arrive: . p► P i : r a rip 742 Bay Road, Queensbury,NY 12804 Inspector's Initi.i .. NAME: �'' fl' d.- ! T n PERMIT#: "IA)),514 LOCATION: A N -k> INSPECT ON: ) -1 TYPE OF STRUCTURE: N N/A COMMENTS Framing Vic Jack Studs/Headers 4,\1 � �� V Bracing/Bridging ✓/ Joist hangers / Jack Posts/Main Beams J 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 V2(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 1/2 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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal �01.11441011114 ^Vit� 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fireplace Inspection Report Permit# 03 -521; Schedule Inspection /2-- it/-67, & pm anytime Rough In X Final Name ppi 1/+ Address 47 /1 hil C.eC Inspector ie' ei Yes No N/A Comments FOOTING q{,,ik.Oat'f Concrete or solid masonry 1 a, ( Minimum 12"thickness Extends minimum 6"beyond Vp on all sides i 17, Below frost line Cleanout opening-noncombustible cover a Vac 11,44,a4- Ok' FIREBOX j Walls must be solid-no hollow masonry allowed 6 5 5o1 i CI iMa4e00 1( 8"minimum thickness-back/side walls j/ J ', N , r`�? Joints between firebricks-1/4"max U: `-A 1 C 5,, ext..e�'0, M Refractory mortar used on firebrick G.� ` � y� � Minimum depth 20" K�ry a 040424- i Fresh air intake f-Q r�,,h ( �Y( `d 1. oke : 'af"e: Clearances to combustibles:4"rear,2"sides/front _ " LINTEL/THROAT FA+ b u'l I � .x.1 cal- /Ci " j 't c� Non-combustible material �/`� Minimum 4"bearing length each endCO 11°J��1��'t ' `' Damper installed,minimum 8"above f/p opening SMOKE CHAMBER _ 3 C t i• , ,slat& 4'L4 V 7 trvolizmi4.4_. -ee ed, Mt A - Walls must be solid-no hollow masonry allowed1, Minimum wall thickness 6"including liner I, je4 f M y >Ai'1 Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"-solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar f Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"forOk l4 ; `% interior chimneys,1"for exterior ib � C Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry5 , , i , Supported by noncombustible materialW FiAll No combustible material on underside Minimum thickness 4"-hearth only Minimum thickness 2"-hearth extension --1, Hearth Extension-16"to the front,8"to sidesI q ri ,,, NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides , MANTEL/TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot project more than 1/W'for each inch distance from F/P opening Framing / Firestopping Inspection Report / O) Office No. (518) 761-8256 Date Inspection reque eceived: Queensbury Building&Code Enforcement Arrive: a 'rpm i:.art:.-;,/.1;1/ a� 742 Bay Road,Queensbury,NY 12804 Inspector's Initi. s• NAME: " '7,p �. PERMIT#: �✓3- 52. LOCATION: Ail' or ,e INSPECT ON: 1 —/ TYPE OF STRUCTURE: Y N NSA COMMENTS raming \hT Z —F Jack Studs/Headers ✓ Bracing/Bridging Hfli�' � ' 4\ Joist hangers Jack Posts/Main Beams ✓ M Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. t Z N Stairwells 36 in. or more E Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls •6Y" ,;4\ Metal Strapping for Notches Top Plate `,� 1 %2(w) 16 gauge (8) 16D nails each side ‘'iC Nzv�� 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 1/2 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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building& Code Enforcement Arrive: am/pm it ep.4 • f J . ter 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: __Ale , . NAME: --V -. PERMIT #: ��(Z2 LOCATION: p 4)- Lp/y INSPECT ON: )c2 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plupbing Vent/V. # . '.: ough Plumbin /Nail Plates , t . / 1 '/2 inch min. Dr. i i ize Washing Machine Drain 2 inch min. 4/ Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:1SueHemingway\Building.Codesinspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 " ! —' Town of Queensbury Fire Marshal N � 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fir place Inspection Report / Permit# /2c03- 52& Schedule Inspection 12///z� 03 ,-ram pm annytimeJ Rough In Final hi/ Name Lenz( � A ILS J C t'IKi� lAddress (0 A A''(V) lid C 1�vt'c4�( Inspector S�11kti PP / << Yes No N/A Comments FOOTING i Concrete or solid masonry r 1 c -� Minimum 12"thickness + LC 1�f„ -,�( - fd�iei `Nl Ifs lCwr'� 4117 Minimum Extends minimum 6"beyond f/p on all sides ; 7 �, S j L,,/ ` 0 J Below host line �� C�,J Atka{ 1k1 Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry a4owedV 8"minimum thickness—back/side wells N/ Joints between firebricks—Y4"max f/ Refractory mortar useO on firebrick/ Minimum depth 2!y',J Fresh air intake V Clearances to combustibles:4"rear,2"sides/front LINTEL/'tiH(OAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above f/p opening - SMOKE CHAMBER Walls must be solid—no hollow masonry allowed �.FirMinimum wall thickness 6"including liner ['Li ebrick lining laid with refractory mortar k: �r4 / C 1 CHIMNEY J Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type _f Clay flue liner laid with refractory mortar ryry ( n 4 o<‘( J/V k, 1 0 11 Flue liner smooth surface inside,no mortar 0�L Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,1"for exterior Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed 5 5 A/ In L l t1HEAR /Y ARTH EXTEN IONJ C ') 1 HEARTH S Constructed of concrete or masonry Supported by noncombustible material 1 7/i 7/0 No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot project more than 1/8"for each inch distance from F/P opening \ : 3o Septic Inspection Report Office No. (518)761-8256 Date Inspection request re -'yes• Queensbury Building&Code Enforcement Arrive: am a xi .. : ° to a•-, I, • 742 Bay Rd., Queensbury, NY 12804 Inspector's kit. , ..- NAME: ` \m )._.-ev,e- ' ' ' ITNO.: ()3-` i LOCATION: LP IA� �� A INSPECT ON:RECHECK: Comments and/or diagram Soil Type: . 'Low,/C Type of Wat- . Municipal ell Wat ). 1JCrc cite AFT Waterline separation distan ft. Well separation distance 1 • Other wells: ft, Absorption Field: Total length ( ft. �� Length of each trench ?„ e i ft. Depth of trenches ft. Size of Stine E7._.1 1i, 2 111 Seepage,, its: Number �� Size ' x 0 C \ TD !� ..,Vt-- \L Sto ze: Piping Size Type Building to tank P}" D(.1 t Tank to Distribution Bo ;.--10 y �,,, Distribution Bo o ie /Pit 11 c A. 1-1) �L7e_t Opening Sealed. Y/ /Partial Location/Separations Foundation to tank -.ft �E� j\— '\1 \_T ' Foundation to absorption ft. Separation of Pits _ f. P\—C�T C-P4ctJ u \ i a c. Conforms as per Plot Plan Y N _"- --.!C)A Location of System on Property: Front Rear Left Side Right Side Vo } D V- L. V-1 .-.-- Middle Fron iddle Rr ' -O Q-- L c C_ \U'l dR iX System Use Stat : Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Tl /~ 4 41 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/4m epart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: ---� NAME: J"t PERMIT#: C 3 - LOCATION: fes_ INSPECT ON: if' -/5'-c > TYPE OF STRUCTURE: Y N N/A COMMENTS Framing 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 V2(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 snow j,ld 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 'irl '11–: s-74÷61--- Framing / Firestopping Inspection Report —C-- Office No. (518) 761-8256 Date Inspection request received: _ t o✓, ( 03 Queensbury Building&Code Enforcement Arrive: al n /Depart: • _ am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. ��•� NAME: ei --e-' PERMIT#: a 3 - _&) LOCATION: 4a 41.)i•/--41,. / INSPECT ON: ---7--"4;;a7-7 c:U TYPE OF STRUCTURE: A)4 p,j/Vt a c,1_ Y N N/A COMMENTS Framing - 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 / �fil /'or Bolts 6 ft. or less on center ec, " The and sno* ld 24 inches from wall CrE Fire separation 1, 2, 3 hour `�/L; A--I S s (�` Fire wall 2, 3,4 hour 0 F o/ ,,6‹ k C/ 'I�•+� Firestopping r nC(rk is40E- � � Penetration sealed rK 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X CCeiling/wall , (dk , �atcc (CWindows Habitable Space/Bedrooms /� 111"` 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade • L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 q---c)LV) I\ _CM Framing 1 Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: ,, Queensbury Building&Code Enforcement Arrive: am/p -pa•.'AMS am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: , NAME: o-6',`;) oNf} PERMIT#: – (1) LOCATION: ( p fir-- I Qr' INSPECT ON: \\—! Ck2 TYPE OF STRUCTURE: Y N N/A COMMENTS Framing 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 V2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses An/r Bolts 6 ft. or less on center „1e and snow shield 24 inches from wall PAS4 � 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 1/2 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:\,SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p epart:1�/ • pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia : NAME: PERMIT#: 0 3 Sp�.1 LOCATION: („�{�` e ' ( INSPECT ON: 11--G -03 TYPE OF STRUCTURE: 5 �� Comments Y N/A APi- s olithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Rsf\nn Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pri\ D am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 03- LOCATION: C -�� ( INSPECT ON: TYPE OF STRUCT E: Y N N/A COMMENTS Framing 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 V2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 IA Foundation Inspection Report Office No. (518),,761-8256 Date Inspection requeq received: Z10 3 a m� Queensbury Building&Code Enforcement Arrive: -am/pm De�v . In/:R 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: -(�C,�, eW,5-K . PERMIT 21003, SDf-o #: LOCATION: A A mp--, INSPECT ON: TYPE OF STRUCTURE:" Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement �� CV\ of the concrete. Materials for this purpose on site. C) Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing ,-Footing Drain Daylight or Sump. Footing Drain Stone: 1.2 inch width inches above footing 6 mil of for wet areas under slab Backfill Approval. Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Gradd 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.ITspectioii,FORMS\roundation Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: )4) am/pm Depart. am/prn 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: w' f NAME: PERMIT#: 0? LOCATION: r-ve-��INSPECT ON: OZ)3 TYPE OF STRUCTURE: fd,-L 0 d, Comments Y N N/A Piers Monolithic Slab Reinforcement in Place The contractor is responsible for V,- providing protection from freezing for 48 hours following the placement C3) . C/ ,( t,2a, � �u e^� of the concrete. Materials for this purpose on site. Foundation/Wallpour Keinf6reemen-t`ih Place t,-Aj-- 175 Tu-n-U Ht io—n D a m--pt p2=r=oo:fi n g 7^164, Foundation/Waterproofing 6e7l9m Type of Damppr(jofing/Waterproofing /XIV Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundafion Inspection Report.doc January 28,2003 Foundation Inspection Report. Office No. (5 18)761-825 6 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: " '7 am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial.. NAME: A"-T\ PERMIT#: LOCATION: (Ant) p,6� L-S.rl INSPECT ON: ----------I TYPE OF STRUCT - Comments Y N N/A otings Piers Monolithic Slab Reinforcement in Place The contractor is responsible fol 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: 1.2 inch width 6 inches above footing 6 mil of 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:\SueHen-iingway\Building.Codes.Ilispection.FORMS\Foundation inspection Report.doc January 28,2003 1 or s 'A A0111146 9DAti3 DESI E45 �•�• 003t '131 DESiGNERS FAX Q513D 663-3099_ LAME ZE044 iso NV 12345 • u Dacs zalkilatagnkeuaDi @ ®D.g®oar CUSTUIN HUME DESIGN E CUWSTRUCTIUN Ve. 'Piet 1" 1140 t C AGS. = vc5DLoi 0.) = Lie.74 •1 �. ,a a�E - 1gC.o1 0e5 c�Al k.} ,AQ. s - S� -(•1 s ) - 'rete 4/4t o o �.� 4.t,Dll`-�E 2.: '17EF- '.) � lxXLE�.t�- II. ''q' T7--t-s't ri-rsz, 1414.17e.g4R4i.sut.3, -T2›, Voluv-tom - � s �P) ons' G = givies) 4,4i. 2;',11" 271)4 - o --T-----� ADX 131 _ FIS DESIGNERS FAX Q513D 663-3499 LAKE 8101146L NV 12345 %ME s tiOai®sugnbeu6➢i@t®➢aa®atit currum MIME DESIGN S ctiNS?RUC71Wi ' Vel-5441-104 T,e.,v1Ca,s s� w'‘,VL a F camas (221 )' 41 ,,u,i E X les v �,• 1 - 'lcs 1 UH . r''F `` "- v t . I 1111 1.01-14 X Li x k.G t>es-r '269,-/ef. 2tli c _ 70,2 ‘6a1,10,4s 7c)2 72Lo• a u I t • MAP REFERENCE: MAP SHOWING PARCELS PROPOSED TO BE CONVEYED TO VAN H. + AUDREY ANN WANAMAKER AND CORDON W +NANCY M. HAMILTON FROM ; } ERNEST A. KIRGHHOF DATED SEPTEMBER 20. 1973 BEp LAST ,EVIL ER +O McGORMACK 3'± BY COU LICENSED LAND 5URVEYOR5 108't ALONG SHORELINE LAXEx. r, O Occf)vo qS i O , co T Z 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS G�RTI mT OAR Y WAS ONLY AND ON THEA FOR W OMPANY. GOVERNMENTAL AGENCY BEHALF TO THE TITLE C AND LENDING INSTITUTION L15TED HEREON. CERTIFICATIONS AURA OWNERS. TO ADDITIONAL INSTITUTION CERTIFIED TO, TIMOTHY J• LEPPERT E5SOR5 ELAINE M. LEPPERT WELLS FARGO HOME MORTGAGE. ING.. ITS' SUGG AND/OR ASSIGNS FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK CERTIFIED BYE - MATTHEWG. 5TEVE5. Ll5 NY5 50135 ~_- DATED, MARCH 18. 2004 n D -Li s e-1:1 � a & SteVe s Land Surveyors Queensbury, New York 12804 169 gaviland Road New York Lic. No. 50135 f 518) 792-8474 u v 'UNAUTHORIZED ALTERAnCN DR ApgnON TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A ViOLAnON OF SECnON 7109. sue Z, OF THE NEW YORK STATE EDUCAnON LAW.' ,Ow comes fROAI THt ORIGINAL Ot TH19 9URVtY MAOM KITH AN OpGINAL of THC LAND 9IIRVtYCR9 SEAL SHALL BE CON=DERED TO BE VALID TRUE COPIES." LFNDIN CER'I".TIONS INDICATFA HEREON = , WITH TME THIS SURVEY WAS PREPARED RT ACCORD ADOPTED EIISnNG CODE OF pRAC710E FOR LAND SURVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONLy LAW SURVEYORS. SAID CER 1110NS SHALL RUN ONLY Po INE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON NIS K.., TD THE WILE COMPANY. GOVERNMENTAL To TM A5%GN93 of Tl=.,,,ON U��HEREON, AND C� U O DECK �r N O N U^l N N S89°o4 40,E 292.68' N \ I _._ .. 131.70 I( V r CRUSHED STONE f f g PTIC NK y ' AREA . 4 27,646 sq.ft I 0.63 acres 1 256,57' / 3 i 0 i f - cc 3 b N i4erp-1 &At, I De ,s 3 N O tt1 1' 2t 4� i :t v, ,j. It t it +,t CERTIFIED TO, TIMOTHY J• LEPPERT E5SOR5 ELAINE M. LEPPERT WELLS FARGO HOME MORTGAGE. ING.. ITS' SUGG AND/OR ASSIGNS FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK CERTIFIED BYE - MATTHEWG. 5TEVE5. Ll5 NY5 50135 ~_- DATED, MARCH 18. 2004 n D -Li s e-1:1 � a & SteVe s Land Surveyors Queensbury, New York 12804 169 gaviland Road New York Lic. No. 50135 f 518) 792-8474 u v 'UNAUTHORIZED ALTERAnCN DR ApgnON TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A ViOLAnON OF SECnON 7109. sue Z, OF THE NEW YORK STATE EDUCAnON LAW.' ,Ow comes fROAI THt ORIGINAL Ot TH19 9URVtY MAOM KITH AN OpGINAL of THC LAND 9IIRVtYCR9 SEAL SHALL BE CON=DERED TO BE VALID TRUE COPIES." LFNDIN CER'I".TIONS INDICATFA HEREON = , WITH TME THIS SURVEY WAS PREPARED RT ACCORD ADOPTED EIISnNG CODE OF pRAC710E FOR LAND SURVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONLy LAW SURVEYORS. SAID CER 1110NS SHALL RUN ONLY Po INE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON NIS K.., TD THE WILE COMPANY. GOVERNMENTAL To TM A5%GN93 of Tl=.,,,ON U��HEREON, AND C� U O DECK �r N O N U^l N N S89°o4 40,E 292.68' N \ I _._ .. 131.70 I( V r CRUSHED STONE f f g PTIC NK y ' AREA . 4 27,646 sq.ft I 0.63 acres 1 256,57' / 3 i 0 i f - cc 3 b N i4erp-1 &At, I De Map of a Survey made for LEPPERT 3 3/26/04 ADE TIMOTHY &ELAINE 2 3/16/04 T 1 6-24-03 P Town of Queensbury, Warren County, New York NO PATE cl� LEGEND: c0.,= UTILITY POLE e WELL AV Dane,, mr, T Scale 1'=20' S-1 SHEET 10F 1 LEPPERT 01017 DWG. NO. 03134 3 N O V- O Map of a Survey made for LEPPERT 3 3/26/04 ADE TIMOTHY &ELAINE 2 3/16/04 T 1 6-24-03 P Town of Queensbury, Warren County, New York NO PATE cl� LEGEND: c0.,= UTILITY POLE e WELL AV Dane,, mr, T Scale 1'=20' S-1 SHEET 10F 1 LEPPERT 01017 DWG. NO. 03134 u MAP REFERENCE' MAP SHOWINE CONVEYED TO f PROPOSED TO B VAN H. + AUDREY ANN WANAMAKER AND GORDON W. + NANGY M. HAMILTON FROM ERNE5T A. KIRGHHOF DATED 5EPTEM5ER 20. 1g73 LAST REVI5ED NOVEM ER 1q7 s t S89004'4011 I\PF G\RF BY COULTER + MCG 292.68' LIGEN5ED LAND SURVEYORS ,' r I I -4, WELL N I N \ I I 131.70 3 a 0 pG - I 8 ! \ y GRU5HED 5TONE v DOCK N Ell ! O 000O"o o„ �4I�!AO g iY I ' O N 1� > N o w r \ 3 ' tr ° SEPTIC > O / Z TANK ' C7 y 1 c roe' AREA 9 o 27,646 sq.ft. 0.63 acres 108't ALONG `' Dec SHORELINE N O N 4� 256.57' l l �PF LjrKE 2'± N89°04'40 W a GE04CgGEC\1 I10U5ELA �4 1 �!i fit' O A5 PREPARED . Ja I HEREBY CERTIFY THAT THE, MAP W THE PERSONS FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THEIR G +�a Ca3- FOR WHOM THE TITLEEGOMPAN 1 GOVERNMENNTALPARED, AND NAGENGY BEHALF TO THE LEGEND AND LENDING INSTITUTION L15TF-D HEREON. GERTIFIGATIONS ARf NOT QUENT OWNERS BLE TO ADDITIONAL 1 �. ° ,, cp, = UTILITY POLE IN51ITUTION5 OR SUB D � TIMOTHY J. LEPPERT WELL - CERTIF ELAINE MORTGAGE. .. ITS INCIED TO M, LEPPERT GE550R5 WELLS FARG GNSME OF NEW YORK AND/OR A5E TITLE INSURANCE COMPANY O FIDELITY NATIONAL iA CERTIFIED BY'— MATTHEW G- STEVE5. LL5 NY5 50135 Datel MAY 23, 2003 Scate DATED, MARCH 1B. 2004 Map of a Survey made for S DiAs NAU7NORIAL?ERATON CR YORS A SURVEYADDITIONAL LOCATION MAP BEARING A LICENSED 9,S SURVEYORS SEAL IS A �� r�1T 3 3126104 SHEET t OF 1 µWYORN�SECTION EDUCATION SUW DIM510N 4. THE E HL 1 �NLY �T °wGIN�aTNgBV OTy gc ELAIN HOUSE LOCATION M,,w;Ep yATµ AN ow'NA1 OF TFIE LAND suRveYDw9 T 1( 2 3/16/04 G1017 ddd �y SEAL SNMl BE CONSIDERED TO BE VALID'TRUE COPIES. 11`/j HOUSE LEPPERT ^ � `,J 'CERTIFICATIONS INDICATE HEREON SIGNCE IFY THAT PROPOSED 03134 (vJ THIS SURVEY WAS PREPARE IN ACCORDANCE'✓ATµ THE } New York 1 6-24--03S DWG. NO. BYSTHE NE�E OFYORKPSTATE�A IATNOH piRP OF SIONA� (',,Q11nty, DESCRIPTION ^ LAND SURVEYORS.SAID CERTIflE SURVEY S SHALL RUN ONLY Town of Queensbury, Warren 1, NO. DATE ^ d. s u r V e y v TO TME PERµ P- E THE SURVEY 15 PREPARES AIdD L a is AGENCYBAND LENDINGENS N1 ON LISTED EREDNE"AND Lai New York 12804 To rne,w11GN29 Ot THe IlNDItJG INSTINROH.• Queensbury, 240.q- -3/10--1-4.4 189 Haviland Road New York Lic. No. 50135 (518) 792-8474 MAP REFERENCE: MAP SHOWING PARCELS PROPOSED TO BE CONVEYED TO VAN H. & AUDREY ANN WANAMAKER 0 AND GORDON W. & NANCY M. HAMILTON FROM 0 ERNEST A. KIRCHHOF DATED SEPTEMBER 20, 1973 LAST REVISED NOVEMBER 1973 BY COULTER & MCCORMACK LICENSED LAND SURVEYORS - . a 335 Lu 33Q ` y \340 { f 340 325 335 O S$9'04'40't 4— I ' ?92.6 , PA i % t I.R.F. : . f L - 1• i t j I - � I . I \ ' . 1 i , : 1 a t OUSE ' c iF b O C3 I 3 i AREA i, .� q W \ t N 3000 QNV 9N101in9 a� °' 8,142 sq.ft. + t Ito J+bf18S , '11, V , _ 0.65 acres 4 A 0 a(y'1 \ w x ♦ I.PaF. 4. 4- t h O I.R.F. ) ; : t. t PIP 325 \ 330 35 611 Jill WOOD FRAME I 1 e R 1:, HOUSE � a 3 LANDS OF c o Nrp��W �e R JULIEN oo in e8 � 0Cv WEu I.P.F. I.R.F. 236.96' N89'04'40"yy I.P.F. ce .�•� .r o TENNIS COURT T^ iti V1 O ' � z 0z z '7 aN �1 Ode-ALY 4 2008 Bo" 11-w S- 1 G EET 1 of 1 TAX MAP NO. 10-1-4.4 DATUM U.S.G.S. t DWG. No. 031348 D-657