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2003-946 • • TOWN OF QUEENSBURY 43, 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030946 Application Number: A20030946 Tax Map No: 523400-289-014-0001-012-000-0000 Permission is hereby granted to: FLOYD}H ROI TRKF, For property located at: • 5 PIONEER Pt in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: FLOYD H ROURKE PO BOX 22 Garage-2 Cars Attached GANSEVOORT,NY 12831 Residential Addition $350,000.00 Total Value $350,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency HORNING_ LEE Plans&Specifications BP 2003-946 Construction of 1,327 sq. ft. first floor addition, 832 sq. ft. second floor addition, and construction of a 780 sq. ft. two-car attached garage as per plot plan and specifications. $337.08 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, December 16, 2004 (If a longer period is-required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town t. •u- sb A Tu•s t a/ �,J°�°mber 16, 2003 4. 4 4 SIGNED BY . for the Town of Queensbury. 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 rnust be obtained before beginning construction. Permit File No. 03 9 4- No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Rec.Fee Paid application must be completed and must appear on the Reviewed By: 1 application form. Applicant: 'PAtZ )( ijelegiic Owner: 1L &► 1400if4GE Address: p® 2 5S Address: 47n PPA 22 • Loi40o,l0- .Odiu .. rt%-( 14412 iSY\J rt - tJ-I IU3/ Phone#(ill)SOS - 0227- Phone#(SI.) 74•5 - 2,....W p.. 1 Property Location: Lot Number: / House Number / roll p_ f J v` If 0 . Subdivision Name: Tax Map Number: . ''- i-ALL-'' 2 �� PViv 0, ®3 l_---New New�ui ding: residence /commercial Estimated Market Value of Construction. '' it =:rj .err". '-Addition• residence/ commercial �� 000 If an Addition,what will use of new addition be? _ -- 0 terati•n: residence/ commercial SiAil�ILE fd�Mlt.` /1 / 17C0I Cl No change to exterior size: residence/com'l • ❑ Other work(describe_- _ _ -) -t - - - - - - - - --- _- - �-----_ __. Check Occupancylnformation 'l Flaa`� tad Floo Other floor Total . Below 7sq.ft. sq.ft, ,• sq.ft. Square Feet c‘ `A17 i J kW124,( ) e fa j X Single family dwelling I L ' -1 /A 832 I S ❑ Two family dwelling \ 4,'^, ' � O o Townhouse - , 1 o Multifamily dwelling � #of units 1-1-C.I/Lik /� 1 ! A ,. , io Office I �, / P I �=-. c., o Mercantile / 11 • ,7--- v- ❑ Manufacturing " ' D 1 car detached garage I / L--;:42..: 0 2 car detached garage _ Id O 3 car detached garage ./ '°\/ (`/_ a 1 car attached garage / k, 1n ,,t„ --- / A X 2 oar attached garage ( /to )1 �' I ' O 3 car attached garage / t ❑ Storage building- �'-�' / commercial a„t/_ ii\ g i...2. SA\01‘ , , ❑ Storage building- q , ,I; t L'' I kV residential �" - . ❑ Other What is the proposed height of the structure sl feet '' inches • Will any second-hand or ungraded lumber be used? If so,for what? l.fb • • Type of Heating System: electric/ oil / wo gasod /forced hot air/ baseboard/other: 1 0 Number of Fireplaces to be installed I Number of Woodstoves to be installed 0 a-,- fix... List below the person(s)responsible for supervision of work-as-regards to building codes:- -Name Address Phone Number Builder 1.66 ipzrJiiJ.tq 141 Varta 1 gtwo$44:, 4111,0% 5$a e- 'epLo0(c.dLR..) Plumber Mason Electrician zeclaratiou: 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 I/we shall submit,prior to a Certificate of Occup cy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Buildin d Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual - location of all new construction. Signature. owner,owner's age. archite ontractor Application for Permit.-Septic Disposal System ' Town of Queensbury 742 Bay Road Queensbury,NY 12804 (51 h)"761-8256 1. OWNER INFORMATION: , 1 Office Use Location of installation: 5 1:10t4 (2IFL'r Tax Map No.0.4/ ( / t Z 1 File Permit No.0, `9t CI (10 1 Fee Paid Owner's Name: 'r i. t2 Oat)[2fpe Address: 190 Mal la- C�ibLSe ve ` Aff f if 2. INSTALLERS NAME : bee 140gArt&1 PHONE NO. P-coto2] 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) ,ksYear of House: No. of Bedrooms x Computation = Total Daily Flow i-�-K 19 0 or old x 150 gallbdrm = , v;:t t 198?:=nt x 110 gal/bdrm = ` _ cill Garbage Grinder installed—yes eyes no'- _y — __ T-— - Nov — � �003 Spa or Hot Tub Installed yes.4. --// no 'TOWN 0 QUEE 6,, d�lNC �4ND CO® 4: PARCEL INFORMATION: (circle applicable information Sc.indicate measurements) E Topography Soil Nature Ground Water Bedrock or Impervious Material . Domestic Water Supply at —and - at what depth at what depth municipal 'o in: ; loam feet feet r we Steep slope clay if well;water supply ___%slope other from any septic-system depth: absorption is 69 ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch . systems 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal must be designed gn 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: /$OU gallon (min. size 1,000 gal) Tile Field: each trench ft. Total System Length: ft. Seepage Pit(s): number of 2- size of each: St ft. by ) ft. tt WO Size,,f Stone to be used: # `Z1t / depth or thickness 12 61 4 tivikl Bed System Size: x i 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 resp t to this application and agree to abide by these and all requirements of the Town of Quee Sanitary Sewage Disposal Ordinance. a' ///5/03 1 Signature of r sibie person Date — .trot in of (,),tte.ettstftti•y ' figwcti s stilt! ew tp e I)ixposai t:llsit1itbt• . • Avpittttlix t• 1 •" ' AL.i,Hc)IUU�'•VVLOt 1viEl�la 1 • • . • S1s:I'A1t4'1'1ON It f.11.)111.i'11•1 t0.N►i'�i ' • • • 1 • A+ ...wr .. ww•• rr....�+..r..4rw r „,....}:t 1 .„.....L.;‹ • j_.'., ..POKID le We.1.4 1.$4 116Terk,• •\ ....... ., 7„,,,...:. ..,....,„,../ 09.14.!..1 . . I -IIMIrMP+1.101-4•11•••••• y • 21 •.‘..'•.‘..'toua� � A . « .. 0 G . .. w@ '. , ,�M 7 ,..„--.....\ (............ : .r . Ij,,,,• + ttp.. ,„, 'u• . • , r) 1 I xy,mx . 1. ' •„R..r""' • ,...... . - / " • 7. Si N A.TUF.LE &INFORMA.TIOT,1 FOkt.• 'r,S.vOist;$101- r7C.vt�ovt7 ww,,.•r......., • ,• r • II • « w . , - I _ Fire Marshal's Office Town of Queensbuay,742 Bay Road,Queensbury,NY (518)761-8205 <7 . __ . Application for Fuel Burning Appliances & Chimneys applicable to solid fuel &vented . , •:f;i`' es Date 1l3 i , 20 O� ermit No, a�3-9 . 2Q u3 Application is hereby made to the Building&Code t�ffice for I Vince of a_13 Aid Use Permit pursuant to the New York State Fire Prevention a . gee applican o QV agrees to comply with all applicable laws, ordinances, r1 conditions that are part o these requirements and also will allow all inspectors to r premises to perform required i4- ctions. '1r NOTE to applicant: Rough-in and Final Inspections are rdlitity 'iN®c URY Applicant Information Fuel Burning Appliance Inform OF (circle appropriate words) Name: t2r-V.A-1 C f e 5 t ►`is Stove: wood coal pellet gas Fireplace insert Address: r O za. 2 Fireplace, factory-built: wood gas r NAG 11-1 /44-Z Fireplace,.masonry: wood gas Furnace: wood gas oil Phone: Giis2,-- ao Z'1 If non-masonary applicance,please provide Owner: a1l0%(0 poviza Manufacturer Name: Address: p0 ejati4 ekt., Model Number: 441•StAteePr di /zestChimney Information Phone: 14.5- 742-t (circle appropriate words) • Masonry block brick stone Flue tile stee size: inches Exact Address: 5 Plewftg. petlr4` • of construction or installation Factory-Built Manufacturer name: • Model Number: Note: - Listed By: Number: Construction/Installation must . conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury , Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner 4nEtig afr'm. .71eirsaz'tmc it—WC,YAM. of Quie•e . buz'y,.lV"ew c z fir: ` Fire Marshal Code# $Collected $Refunded Rec•ived Iron: r'f urded to) r / . -!__ dn._ . address: A 173 3389 (190) Public Safety C9 0 A 233 2655 (23`0)Minor Sales DATE: �/ < d o. _ 0 _ _ _.White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.) • : ermit .iR • r 11, l�ESclieck Compliance Certificate• checked By/> at ®U 2003 New York State Energy Conservation Construction Coe TOWN QF Q � �U�� REScheckSoftware Version 3.5 Release id �U�L®1�C,q�®C®LI Data filename: C:\WINDOWS\Desktop\rescheck\Rourke•rck PROJECT 1'1'1'LE:Rourke Residence COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/05/03 DATE OF PLANS: September 8,2003 --• •D ti ,-••-'..,T PROJECT DESCRIPTION: • ; 'c•sC$.1.j- - e, � Twos story addition to an exsiting house 4f+ 0:. ,,\- DESIGNER/CONTRACTOR: • 4 n i Paradox Design Architects / t, �. `'1 It z G COMPLIANCE:Passes iy ; ,a w , Maximum UA=388 - Your Home UA=339 _ 12.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door • Perimeter R Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 913 38.0 0.0 27 Ceiling 2:Cathedral Ceiling(no attic) 89 30.0 0.0 3 Wall 1:Wood Frame, 16"o.c. 2426 19.0 0.0 127 Window 1:Vinyl Frame:Double Pane with Low-E 40 0.330 13 Window 2:Vinyl Frame:Double Pane with Low-E 236 0.340 80 Door 1: Solid 41 0.280 11 Basement Wall 1: Solid Concrete or Masonry 1216 11.0 0.0 77 •Wall height:8.0' Depth below grade:7.0' Insulation depth: 8.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 30 38.0 0.0 1 ' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to +i- best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with thi de. Builder/Desianer Ad Date /// ,. • t S l REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release ld DALE,: 11/05/03 PROJECT TITLE:Rourke Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),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, 8.0'ht/7.0'bg/8.0'instil, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor:0.280 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Air Leakage: [ I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. Materials Identification: [ I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. rF z y T Y ] -`.Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors 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. 4 ] 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: j ] 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 of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers 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: [ I I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. 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 r 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) Queensbury Building.& Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: /D 30 CO'pm Dep NI. 44 LfS 6:Dpm ath Date Inspection request received: inspector's Initials: - 2,,4) NAME: .I o�t� �l• �0 je?,Sto14 PERMIT* 2003 — I51‘ LOCATION: 5 P+bn?2 fi DATE: /D TYPE OF STRUCTURE: S' Comments: Yes No NIA a� 41' Building Number Address visible from road ` Chimney Height/"B"Vent/Direct Vent Location 1- Fresh Air Intake Y-e( "l'at 3 inch Plumbing Vent through roof minimum 6 inches Z� Roof Complete/Exterior Finish Complete �� 2e-,c, Platform at all exterior doors l/ -- Handrail 4 or more risers _ Guards at stairs,decks,patios more than 30 inches above grade a covivreieit.74 ilena Z Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more c Handrail Termination at Newell Post or Wall ZLJ Interior/Exterior Railings.34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade 4/1/ e ; A Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight '��: P Dn/ Safety glazing/Window in stairwells safety glazing_ Y Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: _ C oco/ fo /ssr/e CO, Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area , Crawl Spaces 18 inch x 24 cinch access, 1 5q ft.-150 sq.ft.vents /illy--� • Bathroom Fans,if no window • Plumbing fixtures Foundation insulation l Insulation Certification PIO "SOX �f-j 2 Z Floor truss,draft stopping finished basement 1,000 sq,ft. Emergency egress below grade _ Gas Furnace shut-off within 30 feet or within line of site _ /�J Oil Furnace shut-off at entrance to furnace area uee?i/S f/V'y J t/ Furnace/Hot Water Heater operating / Low water shut-off boiler M /� O t� Relief Valve(s)installed I Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 14 Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door.closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System I Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C!C or C/©(Temporary Permanent L:\Building&Codes Forms\Building&Codes\Inspection Fom,s\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 - I ---- - ----------- . taTL - Queensbury Building.& Code Enforcement - Residential Final Inspection ffice No. (518)761-8256 Arrive: 7 id am/F y/p part: am/pm Date Inspection request received: Inspector's Initials: " =C� NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: e"'"--> � Comments: Yes No NIA / / 4" Building Number Address visible from road (� 2--/V "07 Chimney Height/"8"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed I regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safetygiazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: _— Every Bedroom: Outside every bedroom area: inter Connected: Battery backup: a/24/ -D Attic access 30 inches x 22 inches x 30 inches(height)in accessible area / 1 Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sg.ft.vents Bathroom Fans,if no window at& To OA)l�s Plumbing fixturesy Foundation insulation I Insulation Certification Floor truss,draft stopping finished basemen t 1,000 sq.ft. C(" pC l4/iii - Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler _ Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/:"Gypsum Basement stairs closed rise>4 inches • Garage Floor Pitched Garage fireproofing/3/hour fire door/door.closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or CI©[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 • PA.A. Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: . Queensbury Building&Code Enforcement Arrive: a art: am/pm0,Af a 742 Bay Road, Queensbury,NY 12804 Inspector's Initials ` NAME: k! PERMIT#: o --_ /``0 LOCATION: P/ INSPECT ON: / & 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 %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. 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 . 1--3 Pi) Rough Plumbing/Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p e art: 3 ' am/pm 742 Bay Road,Queensbury,NY'12804 Inspector's Initials: G-'6 'IY NAME: QC.).,1,,A ' PERMIT#: N3 I 0LOCATION: G k-! ( Q f v ma INSPECT ON: j —1.4- r TYPE OF STRUCTURE: (3 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 k At4 140 Head or Air Supply Test Drain and Vents - 5 PSI or 10 ft. above highest C(.110 �" Connection for 15 minutes Water Supply Piping ,Copper Commercial Copper, CPVC,Pex One &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 uct Work Sealed Properly //OMMENTS: --_4 h C �o am' .� ba° 1G- il��r l � 1 SI�GC �r 41t- RC- AJ A> i5- F--' Cfro r)cam, i' ati' Z°42-' F�r2, cc656-r Gik,e, . DO Aior a/6A . L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 f= Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: - - Q 1- Queensbury Building&Code Enforcement Arrive: am/ epart: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: `Z NAME: �(A PERMIT#: 00 S 2.. � LOCATION: i(Ty-t-C e ,2-c3 ,n j INSPECT ON: Z,� �-� • TYPE OF STRUCTURE: 1 Y N/A COMMENTS ieaaming Jack Studs/Headers Bracing/Bridging Joist hangers /W5 ���r�� Jack Posts/Main Beams Exterior sheeting nailed properly C-���6. e 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes I 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 % 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 i �/'( ` 4 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: ivi, Queensbury Building&Code Enforcement Arrive: • am/p part:/v, i.m/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: t�k�2 NAME: iJ � PERMIT#: e5 D ��� LOCATION: /7(, C- F' ` INSPECT ON: IVO TYPE OF STRUCTURE: 1_v N/a COMMENTS Framing • Jack Studs/Headers DO ? 'Pci Bracing/Bridging 1� 7 Joist hangers GC Jack Posts/Main Beams . 6g67-� Exterior sheeting nailed properly �_ 12"O.C. r ij 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 4stopping / CatjOc6:-Trr-M &' 6 "' Penetration sealed 16 inch insulation in cavity min. (///,/,4' — ,� �� f Vr� Garage Fire Separation • House side 1/4 inch or 5/8 inch Type X Ct7AAA A)S 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... 11 , Septic Inspection Report i ' Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p M) art: 07.36' am/pm 742 Bay Rd.,Queens ,NY 12804 Inspector's Initials: NAME: PERMIT NO.: C, 9L1. ,0 LOCATION: 1.. INSPECT ON: RECHECK: . C mments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well WaterC9'e- T(�� Waterline separation distance _ ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. • Length of each trench ft/ Depth of trenches ___�___.. -11 Size of Stone Seepage Pits: Number / Size: / x Stone Size: Piping Size / Type Building to tank o' Tank to Distribution Box / Distribution Box t field/Pit '' Opening Sealed: Y/N/Partial • i.i r, � it �C�e i/ — Location/Separations / Foundation to tank / ft. Foundation to absorption / _ ft. • Separation of Pits / ft. Conforms as per Plot Plan. —Y—N / Location of System/on Property: Front Rear Left Side Right Side 13 9 re- aM, Middle Front Middle Rear ti � f' • System Use status: , cII 9 4ved artial 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 , . Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a ��?? Depart: `xJ ° / m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials1 NAME: eavta kC' PERMIT NO.: U — LOCATION: Vito.:: r i - INSPECT ON: -,D Arer RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance __... ft. �RT\ - Well separation distance ft. Other wells: _ ft. Absorption Field: Total length _ ft. Length of each trench _ ft. Depth of trenches ft. Size of Stone .,� / •t T S Seepage Pits: Number f z_ Size: 71/2x Stone Size: OK a COVGies Piping Size Type Building to tank Tank to Distribution Box Distribution Box tb Field Ot YI �pit2 5 Opening Sealed: Y/NI Partial Location/Separations Foundation to tank _ ft. Foundation to absorption ft. • Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear SS stem Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspeetion.FORMS\Septic Inspection Report.doc January 28,2003 V • Foundation Inspection Report Office No.(518) 761-8256 Date Inspection request received: /0 I9 Q Queensbury Building&Code Enforcement Arrive: anvilni Depart: a pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: — NAME: 2 o PERM a. d G- ,ira + : LOCATION: ,,) _ INSPECT 0 Y. TYPE OF STRUCTURE: ±th7l 2 � ?/ - 1 - Comments Footings Wiers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior Rough Grade 6 inch drop within 10 ft. L:\Sucllemingway\Building.Codes.Inspection,FORMS\Foundation 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/p epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:�� NAME: \�. PERMIT#: 0 LicO LOCATION: �� EN\-e_��.� f' - INSPECT ON: TYPE OF STRUCTURE: Y N N COMMENTS - Fr mg L 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 �° A14 / 1 '/s (w) 16 gauge(8) 16D nails each side ,0 Draft stopping 1,000 sq. ft. floor trusses I Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall / Fire separation 1, 2, 3 hour Fire w 2, 3, 4 hour ' .restopping Penetration sealed 16 inch insulation in cavity'imin. Garage Fire Separation / House side %inch or 5/8 inch Type X Garage side 5/8 inch'hype 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 I+ wi . ------1) )_.ciarif. -1.---V-\. ..v., (' Septic Inspection Report Q Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p part: ) 1'am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: (C1')._(,) PERMIT NO.: v l L (a LOCATION: ,' •� Q�1c.- INSPECT ON: 1V.`—c). �( RECHECK: `, \ Comments and/or diagram Soil Type: Sand/Loam/Cla Type of Water: Municipal/ - ell,: ater /4/eff 141-6-- Waterline separation distance- ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: • Piping Siz A Type 0 • Building to tank � 4 G r /� i1.41L "k 1 o o&r-Q Tank to R.Ati? 4,0k .+ Lt Distribution Bo Ati,Field/Pit 1 A N t4 4 ,A)(_.,(1 — �� Opening Seale.il'/NI Partial • . • Location I Separations Foundation to tank j2.,3' ft. Foundation to absorption ft. 1 Separation of Pits ft. . Conforms as per Plot Plan —Y N „ Location of System on Property: I Front c r Left Side Righ Side I' _I Middle Front Middle Rear System Use Status: J6proved artial 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 I Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/11 art: 21Pam/pm Date Inspection reque r ceived: T Inspector's Initials: , NAME: _.�`P- li-E,_ r) PERMIT#: 3—9 1 ,,, LOCATION: , r C)c:,,1 '4'-. DATE: — 1 TYPE OF STRUCTURE: / d-- 4, Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location L ,41 Fresh Air Intake if � 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more L stairs,decks,patios l Guard at stairwell at 34 in.or more _ ���rti4 Guard at deck,porches 36 in. or more rilatt Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers _ nclosed Stairs Sheetrock Underside minimum W' 7E 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: I Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Xatetwlatica insulation ,4i) L .17 . Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade asement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure L� �v,v6 f Attic access 30 in.x 22 in.x 30 in,{ht.)In accessible area ue'j,(/(�t f A4— eu rawl Spaces 18"x 24"access, 1 sq. ft.-150 sq.ft. vents Building No./Address visible from road • 4 4 kle C/Z4/& Ate J w") inal Electrical Site Plan /Variance re uired i 'Final Survey Plot Plan q ,ee® A fikg46 I> 6517-6-4( 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. form 2.docLast printed 2/12/04 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: ,� L am, 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: Mr) NAME: J PERMIT#: -9 ;�'"' - � LOCATION: . ' �''t�� `��t ° INSPECT ON:TYPE OF STRUCTURE: Comments • Y I N N/A Footings Piers t.K Monolithic Slab Reinforcement in Place -- The contractor is responsible for providing protection from freezing c '` � S' Y ' '°{ \ for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour L Sic Cam,-"2 ` ) Reinforcement in Place T 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.Codesrinspection.FORIvMSWoundation Inspection Report.doc January 28,2003 \--- 1 Town of Queensbury Fire Marshal ,. It fr 742 Bay Road „,-/ Queensbury,NY 12804 V 761-8205 I 761-8206 fax 745-4437 Factory Iuilt Gas Fireplace I stove Inspection Report Notice:New York State requires that all IlL Listed,factory built appliances be installed according to the instructions and specifications contained in the Inslallation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit# 0 3 qq(e9 Schedule Inspection 9 I 1 1 C)/4 Time t 1 4 pm anytime Inspector e-5P _ Name 1-1 0 ClAs i 4 t,..1S4- • Address 5 Ciotol,,, 2fr. ,2\--___ Rough InA/Final _ , Appliance Manu acturer i\CYA-#3 t%i---1 C- Model# ) \st t t4 LI Direct Vent Factory Built Chimney Flue Size Double Wall Triple Waif l_. Insulated _ _... ..._ Yes No N/A Comments Floor Protection X -., '"----- -651 ct, i 9 o NI LA.)60 ._ Ti&clit i 4-4- e) le_ p° vy A...,-...,— ,,, Clearances to Combustibles (all sides) i k ./1 ---r-ce..-, 5 (--) 0I 5 Firestop(s) Vertical Chase Wail Penetration )(- li Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 f 4.•• y Gas Shut-Off Valve , X _ Combustion Air \- - -I1A v,-Avii Hearth Extension Extension(it'any) Mantel , Height above f/p opening ?( - Z.c.-1/4-4-, Witness Operation — Tank Placement(if LP) White-Building Dept. Yellow-Cue-tatter Pink-Fire Marshal I Rough Plumbing / Insulation Inspection Report ) 44,Office No. (518)761-8256 Date Inspection requ st received: / G* 214 Queensbury Building&Code Enforcement Arrive: am/p D part: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: CAA � PERMIT#: 15.1)e -92/6' LOCATION: OMI, r> INSPECT ON: FE/ 1ao u t TYPE OF STRUCTURE: /SrC A,4,4< / - Alet • • 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 ough Plumbing ail Plates Head o 'r Supply 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 • 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 - i COMMENTS: ffI 4 L:\SueHemingway\Building.Codes.Inspection.PORMS\Rough Plumbing Insulation Report.doc January 28,2003 . i. _ r Framing / Firestopping Inspection Report )do ti Office No. (518) 761-8256 Date Inspection request received: T( Queensbury Building&Code Enforcement Arrive: am/Rm. rt: afn/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial f*-1/ (4/, ii d_p_p_. 437--;: ' , . NAME: 0 L PERMIT#: "3"147 LOCATION: 5 �- i'c1.- Pf. INSPECT ON: i s e/ /:3-t23�f TYPE OF STRUCTURE: ;P 1 .,.ad X-,/,.•r [ 'pf':,. _ Y N/A t COMMENTS (Framing t� __.ee� 1eJ1•�PG<'�� 1�!(Z1 D�(N� Jack Studs/Headers Bracing/Bridging CD V Ind T 04r4 22v SC'-'- 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 II Ice and snow shield 24 inches from wall . Fire separation 1, 2, 3 hour (") ire wall 2, 3,4 hour f C/ I ,�A/O 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 . L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 i 1 J Queensbury Building & Code Enforcement - Residential Final Inspection a � . • ; • Office No.(518)761-8256 Arrive: am/pm Depart: cLtn/pm Date Inspection request recei(ved: - Inspector's Initials: ve NAME: I\O ve PERMIT#: iCD, 7 I /(er LOCATION: P7O0&& P .. DATE: et/ 7/ TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location. �I Fresh Air Intake l � C(4I& 3 inch Plumb Vent through roof minimum 6" - CA�,_6 , t) Roof Complete/Exterior Finish Complete Guard 30 in.or more(0,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 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 { Garage fireproofing/%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 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 L:\Pam.W\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection 10-1 i0 i Office N Wart:o. (518)761-8256 Arrive: am/pm art: it ,(U am/pm Date Inspection request received: 3 US Inspector's Initials: NAME: D tn.l---t� PERMIT#: .o-S - 4k / LOCATION: S , j�,v r f Pig. . I- DATE: f-t"i°,/J TYPE OF STRUCTURE: SCO Comments. Y/ N N/A Chimney Ht./"B"Vent/Direct Vent Location V / lik 4:)5a 6- if,r470 e b f , Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" ✓� Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios V// Guard at stairwell at 34 in.or more t° Guard at deck,porches 36 in.or more I/ Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. 4 Platform at all exterior doors 7/Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/" z / Gypsum Grade away from foundation 6 in.with 10 ft. 1 /o Vi 06— P re_e-t ,A, .q. Handrail Termination at Newell Post or Wall ✓/r 6 inch clearance to sill plate v•". O t L tj i a‘?6 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 1.0 Relief Valve(s)installed/Heat Trap/Water Temp 110 0, // Interior privacy/trim/doors/main entrance 36 in. �/ Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing 'fie-eb eV y`1'��g 6 ` 5 A' Interior Smoke Detectors: ��� Every level: i Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: / Carbon Monoxide Detectorf/ Bathroom Fans,if no window Plumbing fixtures • Foundation insulation 7 // Floor truss,draft stopping finished basement 1,000 sf J Emergency egress below grade / _ t/ Basement stairs closed rise>4 inches ✓` Garage Floor Pitched 3 1./ _ / ��5 Garage fireproofing/ /4 hour fire door/door closer j`6�G- �(A- Rd bou C_C�I l n76 Duct work Sealed properly 4 Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in,(ht.)In accessible area 41/ Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq.ft.vents { Building No./Add s visi le f road /4/ r�4a.- 110 dr Final Electrical Gj i q Site Plan /Varian re '"red 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] 06 - Poo L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 /6—/c)- pv\--/ '((!. ., r Town of�Queenslaury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's inspection Report Request n SCHEDULE Received: SS i 3105 Permit# o2C()3 "l 1W INSPECTION ON: I W . L4o. r } Name:RO iA4 10—f 2-'?fir-- AM ANYTIME Location: S /o tee r APPROVED N IA YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE F't�� Fl PAL— EXIT DISCHARGE MAIN AISLE WIDTH _ SECONDARY AISLE WIDTH EXIT SIGN-NORMAL — ��--r��`�(U l� 6(-4 EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG ( F F � FIRE EXTINGUISHER L INSPECTION FIRE EXTINGUISHER HYDRO ARE ALARM SYSTEM t r. C 'k *R I I-( 1/�h-xfie FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS , ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE OK FOR CO NOT OK INSPECTED BY COM DEWCHRISJIW OR D/LETTERS2001/F IREMARS HALINSPECTIONREPORT 11022©01 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY -37_,14 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p part(V( i/ V. "am/pm ,7",,, 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: { NAME: C2) 03-'-'' �" PERMIT#: LOCATION: „r INSPECT ON: (-a� TYPE OF STRUCT Y N :N/A CC)I`V MEN S rcing s d a Jack Studs/ p.aders 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 fz(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft. floor trusses chor 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 %z 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 • Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Of- Queensbury Building&Code Enforcement Arrive: a;, pm Depart: . am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: d UW PERMIT#: dr LOCATION: Ptaiv60/ •tfi. INSPECT ON: L/5- TYPE OF STRUCTURE: • Y N N/A COMMENTS • Framing Jack Studs/Headers � Bracing/Bridging � ' 4 -c J 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 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: _� 646 Queensbury Building&Code Enforcement Arrive: am/p Depart! am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 1 ' 0� f, PERMIT#: c2b.S9 / LOCATION: SS '',� . =� INSPECT ON: s 7,4 ml 04y TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing • for 48 hours following the placement • of the concrete. Material .fc�r ease on site. C—F;o3A- allpour Re' rcement 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 osl 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.lnspection.FORMS\Foundation Inspection Report.doc January 28,2003 • Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a Depart - am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial : t I NAME: �w PERMIT#: L LOCATION: j01N INSPECT ON: - TYPE OF STRUCTU : Comments Y _ N/A Footings Piers • Monolithic Slab Reinforcement in Place 'Z2 " The contractor is responsible form 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 Dampproofmg/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\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 • y _ • Foundation Inspection Report • • Office No. (51'8)761-8256 Date Inspection request received: ei/ Queensbury Building&Code Enforcement Arrive: am/ Depart: ,�� 33 am/pm 742 Bay Rd., Queensbury,NY 12804 hi pector's Initials NAME: Z` PERMIT#: 9 LOCATION: INSPECT ON: _, 6 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers • • Cl�Ionolithic 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 Office No. (518) 761-8256 Date Inspection request received: t �� Queensbury Building&Code Enforcement Arrive: am/ ,1 epart: ✓ I m/pm cp� 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 1 2 NAME: _ PERMIT#: C3-7-D CILke LOCATION: /fo )�c /` f INSPECT ON: ()5"— TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams CPUES Exterior sheeting nailed properly G( r CRP( `f< . 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more, Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall 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 V2 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 r Foundation Inspection Report Lya Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/4. Depart// 5 5 am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME:Or .(. PERMIT#: 0 - l !/ k � f LOCATION: 51'i fi b . =r INSPECT ON: :i 11-.l) il . TYPE OF STRUCTURE: . Comments Y N N/A • Footings r • Pier )4onolithic 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 • 44 „Ct._ Foundation Inspection Report r:0 '-` Z Office No. (51S) 761-8256 Date Inspection reque received: KV Queensbury Building&Code Enforcement Arrive: am/pm Depart: t pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: . 1 , ike. NAME: 0 R6 Ubata PERMIT#: 0 LOCATION: Pb y2 l r - INSPECT ON: ' ' 6 TYPE OF STRUCTURE: Comments a t Y N N/A . Footings Piers • Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement • of the concrete. / • Materials for this purpose on site. Foundation/Wallpour • Reinforcement in Place / * • ,,,, undation Dampproofing Foundation I Waterproofing ,,6- V 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 i t a...-4) Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: - Queensbury Building&Code Enforcement Arrive:. am/ Depart: i • am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials.la 11:4 V- NAME: * UYF', PERMIT#: LOCATION: UU 00 t �A- INSPECT ON: [� TYPE OF STR' TURE: 41 1, I 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 oft e concrete. aterials for this purpose on site. \$undation/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 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:\suellemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 erni Foundation Inspection Report Office No. (518)761-8256 Date Inspection request r ceiv d: I Queensbury Building&Code Enforcement Arrive: amlp Depart: m/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: g.o 11( PERMIT#: -0 a 3 9 c Z LOCATION: �1,f>„ roe s-�i INSPECT ON: /7/°TYPE OF STRUCTURE: I Comments 1 Y N/A • f400tuigs • Piers Monolithic Slab Reinforcement in Place The contractor is responle for providing protection from freezin 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 • Foundation Inspection Report Office No. 51$ ( ) 761-8256 2 Date Inspection request received: 3 Queensbury Building&Code Enforcement Arrive: am/jA e art: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials- NAME: 01A2. Fit ovb PERMIT#: ) LOCATION: dam — i` INSPECT ON: ' i U C TYPE OF STRUCTURE: Comments N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing • 6 mil poly for wet areas under slab ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:LSueHemingway\Building,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection r eues i - Queensbury Building&Code Enforcement Arrive: fit: a pm Depart: Im 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini . NAME: ERMIT#: � V LOCATION: - - , INSPECT ON: -- '2 TYPE OF STRUCTURE Comments Y N N/A Footings Piers - - Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump. ooting Drain one. 12 i ridth c s above footing 6 poly for wet areas under slab Ba ill Approval . Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior Rough Grade 6 inch drop within 10 ft. L:\Suellemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 1J — I • Foundation Inspection Report • Office No. (518)761-8256 Date Inspection requests; Queensbury Building&Code Enforcement Arrive: am/p.'� Depart: rrm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: %• NAME: C P M E; 1T#: : LOCATION: A t'' E tSPECT ON: C' __ TYPE OF STR c� Comments YI LT N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of th concrete. erials for this "urpose on site. ne ation/ ur Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. • L:\Suelemingway\Building.Codes.Inspection,FORMS\Foundation Inspection Report.doc January 28,2003 f' 1111)W Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/prrk `Depart: 888 ern/p m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: Q > - PERMIT#: 0 3 - LOCATION: (rtr orw _ INSPECT ON: <=2 — TYPE OF STRUCTURE: • Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place • The contractor is responsible for providing protection from freezing for 48 hours following the placement • of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinfor went in Place F ndation Dampproofing fCW,./ Foundation/Waterproofing • Type of Dampproofing/Waterproofing in 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 • a i ,.....)„ 00_3 i dc, Foundation Inspection Report Office No. (518)761-8256 Date Inspection reque received: ' Queensbury Building&Code Enforcement Arrive: am/p Depart: ' s a . 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: - i' l NAME: k,' 4,I,' ' PERMIT#: 03 4. LOCATION: \l , .D,,r -�,, . INSPECT ON: C9 -- .-- () 1-1 TYPE OF STRUCTURE: e : (16\ - Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing / . for 48 hours following the placement of concrete. aterials for this purp on site. oundation/Wallpour 9�V`\\ Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/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\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 i // '3o - Foundation Inspection Report Date Inspection re•. : t re d: 4 j l( Office No.(518)761-8256 p Queensbury Building&Code Enforcement Arrive: p Depart: %12 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi• ~. `i. NAME: „ ERMIT#: LOCATION: J • o-r Ce&K INSPECT ON: I e ; -613 TYPE OF STRUCTURE: <-P) C11�L •6` ii-` f s Comments Y PI N/A ,Fao g Piers v-01:571%, Monolithic Slab C \ Reinforcement in Place The contractor is responsible for ���i providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump_ Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\BuiIding,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 • 11' 0 42-y) Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ t received: ' Queensbury Building&Code Enforcement Arrive: am/p Depa : i am/pm 742 Bay Rd., Queensbury,NY 12804 'Inspector's Initials.- NAME: QOt) e PERMIT#: 03--9 1-th o� - LOCATION: � pj -m INSPECT ON: -- / - TYPE OF STRUCTURE: b, `c, Comments Y N N/A \ - Footings Piers - Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing - Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump . Footing Drain Stone: 12 inch width 6 inches above footing 6 1 poly for wet areas under slab vetill Approval / , Plumbing Under SIab PVC/Cast/Copper • Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. - L:LSueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 ' I Foundation Inspection spect on Report Office No. (518)761-8256 Date Inspection re receiv : Queensbury Building&Code Enforcement Arrive: `\Z:7- pm epart: 17 e an 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi • �-- NAME: / PERMIT#: LOCATION: \R c-,(3 �� ' ,e �—� INSPECT ON: \7_-" I -`(:)" TYPE OF STRUCTURE: Comments Y N N/A Footings Sa0 Piers • Monolithic Slab Reinforcement in Place The contractor is responsible for • providing protection from freezing • for 48 hours following the placement of the concrete. • Materials for this purpose on site. ' Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing • Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: • 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval • Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. • • L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 . 3-iy\Foundation Inspection Report Office No. (518)761-8256 Date Inspectio ;ex?egrecei Queensbury Building&Code Enforcement Arrive:,, p depart: -.10a 742 Bay Rd., Queensbury,NY 12804 Inspector's IniC Is: NAME: EROUNiril<Ce___ RMIT#: LOCATION: ' 11Qsre4 INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A • Footings Piers • Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. terials for this purpose on site. oundation/Wallpauro ktti. Reinforcement in Place Foundation Dampproofing � �. t3.04—Tc$ ��� 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 i I A, 0 0 . Foundation Inspection Report )A/yA�. i Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm\ - f 1__ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: - NAME: Q,,,,c,, ,,„-, 1 PERMIT#: d _ ( Lite LOCATION: " l(7. P,.sr `"` 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 rs following the placement - of t concrete. aterials for this pure e on site. undation/Wallpour /�in1((pc{j Reinforcement in Place '�`h\ 1 Foundation Dampproofing Foundation/Waterproofing . Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. ., noting 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:\SueHemingvay\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Cc\GYI 1 (114)(\ Foundation Inspection Report • Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: • am/pw. Depart: r_ m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: sco?NAME: 0 -e PERMIT#: �� LOCATION: �` � ��- `� INSPECT ON: / 5--- TYPE OF STRUCTURE: 1.\-1`6.^, Comments Y N N/A " outings Piers Monolithic Slab Reinforcement in Place Z , The contractor is responsible fo r. 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. LLSueHemingwaY\Buildin .Codes.Ins ection.FORMSFoundation Inspection Report.doc January 28,2003 I� �I COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC Main Office 176 Doe Run Road-Manheim,PA 17545 �J MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 9 Permit No. Cert. ! 89560 Cut-in Card No Owner ,r • I AJ _ Location P4,a_A-J ("ZZ Pi ' Installation Co siisting of 5 ,7 /® .af bP f S a,...A tk 2:: 4. -�i4—PAAA f Dri 9 �,' �_ �� r4sr 4 r .44-fi i //t;✓ a/J o l�"�ire cm�"Jtl.- -l�% Installed By A' �,�b-Ad 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 mak' in ections at any time, and if its rules are violated,the Company shall have the right to ev e th" certificate. Date...3-0 6-5-'-' INSPECTOR....... '. d"EN �d .----' Member N.F.P.A.,I.A.E.I. Lands N/F ' Ruth O'Connor ,'r` and Lands N/F Marylois Moynihan John W. Gardner B.1240, P.126 ( B.305, P.401 289.14-1-13 ( 289.14-1-20 GARAGE ; \ zs: D141ELLINc f fyy \ 1 Vy Cw It LJ sao si'00ME — — " — — r— 4. — — — - F ( \ — — 305.34' a ( 20' EASEM T TO 2 .14-1-13 Q M O GLEN .-� -:::::::::::::= o - - - -- �-- - - - - - -- - - -� � LandsN/F — George W. Gore SCREM� 0 _ 20' and W HOUSE.* 0 Gail T. Gore o B.1141, P.138 �N PA10 ooccd� 289.14-1-21 o "3 DECK DRIVE .. .... .. ...... I ......... .. . ..".. .". .".. Lands of .. .. .. . . .. ... . .. ... . . . . .. .... .... .. .. .... Floyd H. Rourke . Lr .".. B.358, P.425 = - ------ -- z ...... ... ... . 289.14-1-12 Y W - �.'. LAKE - — — _ -- -- ... TAX' PARCEL LINE _ I 75't CHIM. . MVERGRGUND TAW Lands of 3 Floyd H. Rourke BATTEY 9 B.434, P.468 MARKM / 289.14-1-11 i ( 0) FOUND 47.8' — — — — 89.9' — — — — 129.8' N80.3100,•W 4, MAMMR %� Cw 298.02'BATHEY Cw FOUND / IN BLACKTOP Lands N/F Michael J. O'Connor, H and Heather Hogan O'Connor B.1148, P.305 289.14-1-30.2 MAP NOTES !. NORTH ORIENTATION IS PER THE SUBJECT DEED. ROO 4em!i 2. THIS SURVEY WAS PREPARED VATHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENTS OF FACT SUCH DOCUMENTS MAY DISCLOSE. e3p A00 13 ,0 9dli: ram~ 03- 946 Survey of Lands of *ONLMARK CDVs , L OF 71L L DS , MAP BEARING �,�,>L DR ADDITION 'S A SURVEY Floyd H. Rourke MARKED YMTH AN ORIGINAL OF 711E LAND SURVEYOR'S MAP BEARING A LICENSED LAND SURVEYOR'S SEAL � A EIS SEAL SHALL 8E M BE VALID VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE TRUE COPIES' NEW YORK STATE EDUCATION LAW.' DATE RECORD OF WORK ORN CHK AM TOM OF. OLIEENSBWY ALL - POINTS N COUNTY OF: WARREN. N.Y. 0F Land Survey, PLLC LEGEND SCALE: 1' = 30' w CIRSIPFM ��M SET NM PIPE FOUND 146 GAGE HILL ROAD qRF __..» CAPPED IRON ROD FOUND V DRAWN BY: J'F W ... __: __w _, IRON ROD � -• �. LAKE LUZERNE, NEW YORK 12846 1180D-2-3i....—..— TAX MAP SECRON-BLOCK-LOT 8.7m P.9e6.— DEED 800K&PACE R` Phone: 518-696-7272 NA NOW OR FORAY S 50419 J ,� CHECKED BY- -O.U. OWRHEAD UTWTIES �� LAR'J cla, . UTILITY POLE STONE WALL = P. FUERST APPROVED BY: DATE- 6-19-06 P&L NO. 06-034 DWG. NO. 06-034 SHEET 1 OF 1 PLS 50,419 rZ7 Lands N/F j Ruth O'Connor and Lands N/F Marylois Moynihan j John W. Gardner B.1240, P.126 ( B.305, P.401 289.14-1-13 I i I 289.14-1-20 I I GARAGE i ' DWELLING ; O�. �. _ IqJ 1 1 � CIRF _4.rf � S80 �`•41 305.34' 20' EASEMENT TO 2 .14-1-13 N C i �- — — — — — M Lands N/F GLEN � .:.:.:.:::.:::: moo- - �- - - - - - - - - - .- . . . . .EIV• 0 — 7 George W. Gore SCRtw i HOUSE 0 ' - 20 Gail T.and oo I I B.1141, P.138 IN 289.14-1-21 c0 PA170 Z 511* DECK j DRIVE Poo Lands of I �' I ! Floyd H. Rourke WALKWAY •DWELLING.:.:.:.:.:.:.:.:.:.:.:.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . B.358, P.425 w .'.'.':'.':'.'.'.'.'.'. B.434, P.468 , GARAGE.'.'.'.'.'.'. I ::.:::::::::::.:.:::::::.:.:::.:.:. .:.. .:::::::::.:.. .:. 289.14-1-12 . . . . . . J ' w . . . . . . . . . . . . . . . . . . . .. . . .. . . . • . . . . . .. . . . .. . . . . LAKE F - -- - - _ . ' . .. . . .. . ._ - . ._ - - - - - ,I DEED LINE '� '�► 75'f /'' CHIM. UNDERGROUND TANK ,' �`v M ,,P�'/,. BATHEY I M MARKER '� • FOUND 47.8' 89. ' ! 1 �'' I fto i » 'Q j.� 9 129.8' N80 31 00 W CIRF .� — 30.5' a BATHEY 4' MARKER �,,�� CIRF 298.02' NIRBLACKTOP FOUND Lands NIF Michael J. O'Connor, II and Heather Hogan O'Connor B.1148, P.305 289.14-1-30.2 C MAP NOTES , 1. NORTH ORIENTATION IS PER THE SUBJECT DEED. 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENTS OF FACT SUCH DOCUMENTS MAY DISCLOSE. NOV 1 5 2006 i S . Survey of Lands of "ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY "UNAUTHORIZED ALTERATION OR ADDITION ' A SURVEY Floyd H. Rourke MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S MAP BEARING A LICENSED LAND SURVEYOR'S S SEAL IS A EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE TRUE COPIES." NEW YORK STATE EDUCATION LAW." DATE RECORD OF WORK DIN CHK APPR TOWN OF: QUEENSBLIRY ALL � POINTS N 11-1-08 RENSED SHORELINE LOCATION#TAX PARCEL NUMBERS ALL , . COUNTY OF. WARREN, N.Y. Land Surve , PLLC Y LEGEND Q off" �� �< .� �� SCALE: ," . 30' w CIRS CAPPED IRON ROD SET 146 GAGE HILL ROAD IPF ............................ RON PIPE FOUND � CIRF .......................... 'CAPPED IRON ROD FOUND DRAWN BY: JPF IRF IRON ROD FOUND 1 ' =�� LAKE LUZERNE, NEW YORK 12846 116.00-2-39............... TAX MAP SECTION-BLOCK-LOT -- Phone 51$-696-7272 8.769 P.966................ DEED BOOK & PAGE n so 9 N/F.............................. NOW OR FORMERLY CHECKED BY: O.U. OVERHEAD UTILITIES ......................... UTILITY POLE �.• • • • • • • . STONE WALL JO PH P. FUERST APPROVED BY: DATE: 6-19-06 PRJ, NO. 06-034 DWG. NO. 06-034 SHEET 1 OF 1 PLS 50,419