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2005-819 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4E Community Development- Building &Codes (518) 761-8256 CERTIFICATE (3.1'r' OCCUPANCY Pernut Number. P20050819 Date Issued: Wednesday, January 31, 2007 This is to certify that work requested to be done as shown by Permit Number P20050819 has been completed. Tax Map Number. 523400-296-013-0001-017-000-0000 Location: 931 STATE ROUTE 9 Owner. RED ROOF INN Applicant: BUDGET INN This structure maybe occupied as a: Hotel/Motel By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the !'� property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050819 Application Number: A20050819 Tax Map No: 523400-296-013-0001-017-000-0000 Permission is hereby granted to: BI TDCTFT INN For property located at: 931 STATE ROUTE 9 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: NASREEN KHURSHID Hotel/Motel $750,000.00 15 NEEDLE Parr Total Value $750,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency STEVE CHESTER CONST. CC). 29 OCTDFN St GLENS FALLS_ NY 12801-0000 Plans&Specifications 2005-819 BUDGET INN 2nd Story Addition, Rear Building $1,625.70 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, November 23, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the'Town of Queensbury before the expiration date.) Dated at the "o f Que busy; dnes for November 23, 2005 SIGNED BY r ®Y r the Town of Queensbury. Director of Building&Code Enforcement 2005-819 BUDGET INN 931 STATE ROUTE 9 t MOTEL ADDITION TAX ID 296.13-1-17 13ermi` No, Wdimq&Codes Grace-Cero,trrent Qt Cc�rr.munfty bevdivi,ntie�r-tarn ueenscury Fee �YeHcina1,rKt rs uo rtr ands nef Recreation Fes .. Fhons: (518)7414256 FAX t5l$}746-4437 Principal Structure BuildIng Permit Application A.P.PlIggIQU A ?112 3 su ect to r view befare 1J&U _nQ2_0f c vaId oerrtt(t for "ClsfrSiction inrtruSibns; A ol5Aalned before begInning ccnstruction. No inspections vril! be made Unti!tl�e cppliGAnt hat received a valid Wlieling permit, AP applic,onts' sbnc4s on t),4 aPpllcatlor, rtIusr be CCr"pTSied and rttf-Ic+riPPMzr cn thet wi ;�LLi�,n�harm. Applicant/Builder' R % , 8h c K Address) II Owner .�I� ' AC'drass:Nil Horne!'honks; -=�e�l�i Home Prone: Emrait Address: �mal: hdtire5s: Celt phom4u: 7�i 2- S Csl•{' Phone' PAX Phorta: -.� II1�—PYI�..-fir FAY Pnonc person resptnsi6le"or supervision of work with respect i,buliding ono cocCes eo,r'rtplianca, Name: S+�.eJ .�► �� GG��;s . 6 Address! � 4 b` &'C.___ =` o�4 •i Phone , Location Of prapcsed construetlom; Lot NO,— Legal Adores: (-tkQ Wt i- 014.!a � Tox Mop NUrnber: -,,.0 IT-OOD 1 -00 Sul7tly(sion Name: Estimatmd Gost Qt Cartstruoilon: � ,.,�� �� rs �._ `` Proposed coostructlon is f6r: ,,,.,Res?dsrl"ia4 ;se , -rr rr:fa! ss Nome ofBusin*ts ). ��. :� �ln.t-� �A ; It prcpoSed CGnStruCriorl is on aCidilion,what will use cf ne +' How Addi lon Alteration frapct#pd Catssrrucilon 1+'floar 2-poor Otner Tgttil Proposed structure (GC,�upendy Pyp4; sq,Ft. Bret Melght t.& n Fa we! •Fv I t]w• I - sa uN rFAU11116fAlly DwaWng / dd w aft of tlnlr�t ZO Yy2� v/ I 46 M rcans�ts �� { Manus t ei+ed GgrQ 4 "Ype of Heatln;Sytf,6m: Elec r 011, Gtas, waoct. FOrcad Ma! Air, Scseboard, Other; 7�f �� !✓�/1C,1,,,fJ 4 a fir$p!ace andlorwoodstoye being Ihsiolled,Ploose refer too sQparr•tfe npp,icat(on, ._,_ Ya3 kNc Applicafl"s CrO subject to Zoning Administrator, Code Compliance, and 8tructurai Plan review. The Building and COdOs Office wttl dilbw cornmenCOM61rtt of your proposed project only after Issuance of your permit, f?eelaratlan: F100se€ign below after brad hpata war oUlp read the sixerr,en1: To the best of my knowledge, the stalamen's=nfolnea in the oppllcotksn, together witn the plans oncf s0eC111ca1l0n€Submitted, we o true ana cornplw*statmm(-,.n-cf all proposed work to be acne on the dav;fted premises and that all provisions of the 8uilc{ing Codes, tho ZQnimg Ordnance,and nl!Oi•re3,lows pertaining to the proposed work shall be complied vAth,whether speeifred or noteei, and-)rut such work 4s o0hor?xQd,�y the owner. Further,It is l,:nderstarad that I/we Shati SvbMit prior to a Certificate of 4cciponcy or Cer'lflccte o'Compliance toeing issued,aS requested dy the Zoning Adrrintstrolor or DltaCtor of Bui!cing orlZ Cooet, an As-Buff Survey by a !Icelys6d Surueyor, drOwn to scQ16, thowirlg actucl locdtiem of 61 new construction. bate: `o k °s Appliccntlbullc(er Signature: — •M.WL� —rva.W The dppliscation of drstsd - _ )s hereby approves) amd permisslorl granted for the corsstrvctEon,reeorstruc;lon or alteration'ct a butltftngtln1%6 or accessory structure as set forth abavet. Date: —_.w,.Authorized S19ACtUro: - l.\5t;a MyCrlln�waY\BUliding.'ermir,FORMS`?lfneipal31IrssciuMPA-tr1l App.�car'on.dcc V:12JWU l'il0"r00121 ueUl•3r7YaaaQ tx�unUlm�J r1GL ��16 QtL 8T9 Y�'3 8Z-M jai 9003:LIVU dZt :so go ei 'i:nr 2 •d b.Insure carpet is installed neatly—all edges should be firmly attached to the floor. No seams should be showing. c.Insure all hardware is installed properly and that all lights and buttons work properly. e.Second Floor button at exterior of elevator is sticking—this needs to be adjusted —so that the elevator can function properly. 16.Public Restrooms: a.All base/shoe/cap window/door trim complete? Multiple Dwelling, Hotel, Yotel, Apartment Final Inspection Report Office No.: (518) 761-8256 Date Inspection requegf reteive . Queensbury Building&Code Enforcement Arrive: R am/ - PPSep art: 1, am,6PT 742 Bay Road,Que nsbury,NY 12 04 Inspector's Initials: X ( NAME: E3. PERM #: LOCATION: DATZ COMMENTS: Y N NA Chimney Height/"B"Vent!Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete Exterior Finish Complete/Finish Grade 6"In 10'Drop Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, Porches Exterior Handrails,Balconies,Landing 30"Or More Interior Handrails Balconies/Landing 30"Or More Interior Handrails Stairs 1 or More Risers Guardrails 42",Ballisters 4"Minimum Spacing Vestibules For Exit Doors>3000 s . ft. Doors 36"/Lever Handles Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom Outside every bedroom, Interconnected Battery Backup Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,3/4, 1, 2 hr. Fire Walls 1,2,3 Hour/Fire Door%, 1 %,2 Hour Handicapped Accessibility/Handicapped Parkin Si na e Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 18"Above Grade Gas Furnace Shut-Off Within 30 ft.or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace/Hot Water Heater Operating/Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve,Heat Trap/Water temp 110 Degrees Max. Garage Fireproofing Complete, Penetration Sealed Furnace In Separate Room/Protected In Garage) Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30" H)/Crawl Space 18"x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan/Flood Plain Certification,if Reg. As-built Septic System Layout Required Building/Apartment Number on Buildin`'or Driveway Build Access All Sides by 20',.-Driveable S ' ace 20"Wide Okay To Issue Temp C/O `Permanent [circle one] Okay To Issue C/C Last printed 6/3/2003 9:24 AML:\PaznW\Building&Codes\MULTIPLE DWELLING.doc Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date Inspection ivd: Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Road,Queensbury,NY 12804 Inspector's Init NAME: �>nr E 1 I IJi�� {— Y> 1,4)) ERMIT*#, LOCATION: R(�UT'E DATE: COMMENTS: Y N NA Chimney Height/"B"Vent/Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete Exterior Finish Com lete/Finish Grade 6"In 10'Drop Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, Porches al r Exterior Handrails,Balconies,Landing 30"Or More Interior Handrails Balconies/Landing 30"Or MoreT_' Interior Handrails Stairs 1 or More Risersit� �'-►v` - i � Guardrails 42",Ballisters 4"Minimum S icing 1�T it �%' iv ( � Vestibules For Exit Doors>3000 s . ft. Doors 36"/Lever Handles \? Z� + � Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom Outside every bedroom,Interconnected Battery Backup Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation, %, 1,2 hr. Fire Walls 1,2, 3 Hour/Fire Door:%, 1 'A,2 Hour Handicapped Accessibility/Handicapped Parkin Si na a Gas LogIn Sealed or Glass Enclosure .. _` � j;, ��-� - Gas Valve Shut-Off Exposed/Regulator 18"Above Grade Gas Furnace Shut-Off Within 30 ft.or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace/Hot Water Heater Operating/Fresh Air Intake Low Water Shut-Off for Boiler 0 74 Relief Valve,Heat Trap/Water temp 110 Degrees Max. ' Garage Fireproofing Complete,Penetration Sealed Furnace In Separate Room/Protected In Garage) Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30"(H)/Crawl Space 18"x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan/Flood Plain Certification,if Reg. As-built Septic System Layout Required Building/Apartment Number on Building or Drivewa Build Access All Sides by 20',Driveable Surface 20"Wide Okay To Issue Temp CIO_"Permanent CO [circle one] Okay To Issue C/C Last printed 11/17/2003 9:13 AML:\PaxnW\Building&Codes\Inspection orms\MULTIPLE DWELLING.doc r Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date Inspection equest received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: i } `ko PERMIT#: ��-- j 9 LOCATION: - DATE: 1 -7-3—O-7 COMMENTS: Y N NA Chimney Height/"B"Vent/Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete Exterior Finish Complete/Finish Grade 6"In 10' Drop Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, Porches Exterior Handrails,Balconies,Landing 30"Or More Interior Handrails Balconies/Landing 30"Or More Interior Handrails Stairs 1 or More Risers Guardrails 42",Banisters 4"Minimum Spacing Vestibules For Exit Doors>3000 sq. ft. Doors 36"/Lever Handles Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom Outside every bedroom,Interconnected Battery Backup Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation, %, 1,2 hr. Fire Walls 1,2,3 Hour/Fire Door'/, 1 %,2 Hour Handicapped Accessibility/Handicapped Parkin Si na e Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 18"Above Grade Gas Furnace Shut-Off Within 30 ft.or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace/Hot Water Heater Operating/Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve,Heat Trap/Water temp 110 De rees Max. Garage Fireproofing Complete,Penetration Sealed Furnace In Separate Room/Protected In Garage) Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30"(H)/Crawl Space 18"x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan/Flood Plain Certification,if Re .___ As-built Septic System Layout Required Building/Apartment Number on Building or Driveway Build Access All Sides by 20',Driv a 20"Wide cu e e`� Okay To Issue Temp C/O or Pe anent C_04circle one] (�/ Okay To Issue C/C %Z /v Last printed 11/17/2003 9:13 AML:\PamW\Building&Codes\Inspection Forms\MULTIPLE DWELLMG.doc p Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date Inspection req iv d: Queensbury Building&Code Enforcement Arrive: p Depart: E Road, ueensh m 742 Bay Q ury,NY 12804 Inspector's Initi C' NAME: - , F) PERMIT ( — LOCATION: DATE: — COMMENTS: Y N NA i cut-WLE `— t6h Ltt�JL IL ChimneyHei t/"B"Vent/Direct Vent Location �� ' �' PA 4� - Plumb Vent Thru Roof Minimum 6" htC. t Cash\C ��n � Roof Complete wf' Eh` ML Exterior Finish Complete/Finish Grade 6"In 10'DropF►►%€fit �iC�'`tCL EX,T�R�i�R hTfltR� \-�PVE Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, e` Porches Exterior Handrails,Balconies,Landing 30"Or More ETFt?ac� zR�Q� Lam MJr'C 13� 412 Ni[;F� w�G`�JTt1xx�5 Interior Handrails Balconies/Landing 30"Or More N,a1zVMXb Interior Handrails Stairs 1 or More Risers S\w3 Guardrails 42",Ballisters 4"Minimum Spacing TaPiCYVT�--M of Vestibules For Exit Doors>3000 . ft. ufl rn aaoE`'i' Doors 36"/Lever Handles 6TN QS 6I M-Will-K 1b PwZV4a ICT Headroom 6' 8"on Stairs F2-c�'► x��lztci�hT ►ice �TP � �R 1�aiJOR_ j' Bathroom/Kitchen Watertight � t��` Smoke Detectors: Every level,Every bedroom Outside every bedroom, Interconnected Battery Ba p Bathroom Fans/Plumbing Fixtures Com let Foundation Insulation `t t t% �C DtZu�? REjt� vF Fire Separation, Y4, 1,2 hr. Fire Walls 1,2,3 Hour/Fire Door:%, 1 il,2 Hour Handicapped Accessibility/Handicapped Parkin Si page Gas LogIn Sealed or Glass Enclosure h'E�- \A-1 ©� FIM\� � Ct�Mi'i.i=1� it�h-f{�il\ Rim Gas Valve Shut-Off Exposed/Regulator 1811 Above Grade Gas Furnace Shut-Off Within 30 ft. or Within Line Site ti: TFI�i �'tA�:�►�T RacaN►' 'S Oil Furnace Shut-Off at Entrance to Furnace Area Furnace/Hot Water Heater Operating/Fresh Air Intake V . Ft ��,� h �►�D Low Water Shut-Off for Boiler hTt�tRh butt . i�crtT fv Relief Valve,Heat Trap/Water temp 110 Degrees Max. Garage Fireproofmg Complete,Penetration Sealed Furnace In Separate Room/Protected In Garage) � Light Ventilation r Room/Safety GlazingC LL Ot``h V--Zi �,�o J Attic Access 30"x 20"x 30" H)/Crawl Space 18"x 24" , �E c Final Electrical Si /V te Plan/Variance Re uired Ex- � aRtl Final SurveyPlot Plan Flood Plain Certification,if Req. �s'� C 0. t- E►�T `t is E,c1� As-built Septic System Layout Required ` t► 61-Ptu.' Dou' 3—' llv Building/Apartment Number on Buildingor Drivewa ' � �6 R E:L� � flt.0 Build Access All Sides by 20',Driveable Surface 20"Wide Okay To Issue Temp CIO or Permanent CO[circle one] ` C.1.� r Okay To Issue C/C 1 FRL`�j(- � R I�Ji;_ Fot%- FACED printed Anted 11/17/2003 9 :\PpmW\Build $in do Codes Ins�ction Forms\MUL LL oc , , t�bt✓ T1c�J FQNt GRflw HcC wi�-1�}Z` 1i�i1 Ft i7i!C E��S'+ va Z Tfl�� o 9 P cRf � �" - Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request r ei Queensbury Building & Code Enforcement Arrive: m rt: -J' am m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -- rf NAME: PE M -t #: ;C LOCATION: _ =?�1 Y i _ �j IN CT ON: TYPE OF STRUCTURE: Rough Plumbing J Nail Plates Y N N/A Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent ��- L c. Duct/ Hot Water Piping Insulation Vt�va-� If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Framing / Firestopping Inspection Report 411 Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: t'Yd am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: W- _ NAME: 4 ....L kl YN PERMIT#: 0 LOCATION: INSPECT ON: ~ TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum. Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 44� 24 in.(H) I 20 in.(W) ' 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ' NAME: p/ t �r� PERMIT#: Q LOCATION: o_ 'r INSPECT ON: TYPE OF STRUCTURE: Y N Framing �A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangersf��/jy�t�, ?�� t�- Jack Posts/Main Beams Exterior sheeting nailed properly �'�� �jj ` P Q 2"O.C. ( � 01 Headroom 6 ft. 8 in. k rky- Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate �; 1 1/2 (w) 16 gauge(8) 16D nails each side / Draft stopping 1,000 sq. ft. floor trusses C e 41` , 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 Eade LASueHemingway\Building.0 odes.inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: dam/p �epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �D!� JA) PERMIT #: � LOCATION: -r 9 INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing J Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes �,gje Pressure Test e Water Supply Piping A'r/ Head 0 P.S.I for 15 minutes I f'Ikesidential 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: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 i Rough Plumbing 1 Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r uest received: Queensbury Building& Code Enforcement Arrive: �l��am/p part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: Cf a PERMIT #: Q S - ' LOCATION: INSPECT ON: TYPE OF STRUCTURE: 112- ,Q (<1 Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size 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 eve 100 feet/change of direction Water Supply Piping Cowper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check I Proper Vent Attic Vent , Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air S!!pply for Furnace Duct work sealed propeft/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspectio�est received: Queensbury Building & Code Enforcement Arrive: - M/P epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: LL) PERMIT #: n� (q LOCATION: f INSPECT ON: ` TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping j Head 50 P.S.I for 15 minutes Insulation JResidential Check J Commercial Check 7C- Pro er 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: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: - LOCATION: Qom,, INSPECT ON: a TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain I Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rouo Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch nun. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-FamilyQe� Insulation/Residential Check/Commercial Check �� Proper Vent,Attic Vent 2a `i a Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct toe COMMENTS: L:\SueHemingway\Building.Codes.inspection.FORMSIRough Plumbing Insulation Report.doc November 17,2003 Framing/ Firestopping Inspection Report Office No.No.(518) 761-8256 Date Ins , ction request received: Queensbury Building&Code Enforcement Arrive: V9-1 am/pm Depart: afVpm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: 3( INSPECT ON: TYPE OF STRUCTURE: Framing N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs 1 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 water shield 24 inches from wail Fire separation 1,2, 3 hour Fire wall 2,3,4 hour 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 lUS Framing/ Firestopping fnspection Report Office No.(518) 761-8256 Date Inspection request received: 6 -6 -6 Queensbury Building&Code Enforcement Arrive: I/('- am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector`s Initials: 00:— NAME: {Jud PERMIT#: 03-'Y/ 17 LOCATION: e INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2, 3 hour Fire.HAII 2, 3,4 hour f fFtresftoppmg:�����--V` !/ � ! A 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 /Firestopping Inspection Report ice No. 7 - Inspection : .Date Ins ection re st ec ve � Queensbury Building&Code Enforcement Arrive _ pm art: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: PERMIT#: LOCATION: c' INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS k-Aific-AV_ess 22"x 30"minimum Jack Studs/Headers / Bracing/Bridging Joist hangers /And TQL.55 LLt Jack Posts/Main Beams Lt �D Exterior sheeting nailed properly 12"O.C. } t t O-k'5' V\LA Headroom 6 ft. 8 in. w�3{ Stairwells 36 in.or more Headroom 6 ft. 8 in. O Ek._-V -'e Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plated 1 %2 w) 16 gauge(8) 16D nails each side �� Draft stopping 1,000 sq. ft. floor trusses i Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2, 3 hour rF ire wall 2, 3,4 hour ir ` ing S' R UL H L� Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation aC�i''� I[-miz-6 House side '/2 inch or 5/8 inch Type X Garage side 518 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspe ction r s r ei ed: Queensbury Building&Code Enforcement Arrive: a Depart: �1 a 742 Bay Rd., Queensbury,NY 12804 Inspector s: NAME: — 11�i IT#: LOCATION: 1 L` —� SPECT ON: to —1—8� TYPE OF STRUCTURE: ReA 9 (3L)i t-ol a� Comments N N/A Footings ` to IF-0 6 t►J EWZl) d Y, Piers Monolithic Slab L 1C Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement 1 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. _ LASueHerningway\Building,Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Ins islin ion re s eceiQueensbury Building&Code Enforcement Arrive: art: �� a742 Bay Road,Queensbury,NY 12804 Inspector NAME: PERMIT#: LOCATION. INSPECT ON: TYPE OF STRUCTURE: U�---- t N t 7 "-- Y N /a COMMENTS raming 6A, kj-u.�Elp--03 �MAttic Access 22"x 30"minimum Jack Studs 1 Headers Bracing/Bridging P0�'T Q , 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 WallsC,�� Metal Strapping for Notches Top Plate _1 %z(w) 16 gauge(8) 16D nails each side t� Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Iee and water shield 24 inches from wall 4F Fire separation 1, 2, 3 hour ire wall 2, 3,4 hour irestopping 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 T LL A CTi v�A� h Ceiling/wall Windows Habitable Space/Bedrooms '�� 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade atL- ATLANTIC TESTING LABORATORIES, Limited Albany 22 Corporate Drive Clifton Park,NY 12065 518/383-9144(T) 518/383-9166(F) TRANSMITTAL April 13, 2006 Steve Chester Construction c/o Shaki Batti 931 N Street Rte 9 Queensbury,NY 12804 Attn.: Mr. Shaki Batti Re: Construction Materials Testing Services Outback Steak House/Phase 1 &2 of Budget Inn Queensbury,New York ATL Project No. AT900 Ladies/Gentlemen: Enclosed please find the following report: AT900C-18B-03-06 Daily Concrete Report March 14,2006 Please contact our office should you have any questions or if we may be of further service. Respectfully, Atlantic Testin Laboratories, Limited Davin . Card Engineer DMC/nd Enclosure L-11Cc: Town of Queensbury,Attn: John O'Brien, Building Inspector, 742 Bay Road,Queensbury,NY 12804 Binghamton ♦ Canton ♦ Ithaca ♦ Plattsburgh ♦ Poughkeepsie ♦ Syracuse ♦ Utica ♦ Watertown Rough Plumbing/ Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque recei U ' Queensbury Building & Code Enforcement Arrive: e a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia ' NAME: Y3u r- P IT #: LOCATION: v/4T — PT INSPECT ON: V- I t TYPE OF STRU URE: Y N N/A �%ugh Plumbing / Nail Plates 1 Plumbing Vent/ Vents in Place e 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test { Drain / Vent Air J Head v` r,. S"P.S.I,,.or 10 ft. above highest connection for 15 minutes '/ ressure Test Water Supply Piping Ai .`-fiend 0 P.S. for.15 minutes In n Residential Check J Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed ro erl / No duct tape COMMENTS: LAPam Whiting\Building&CodesVnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing/Firestopping Inspection Report >/0 Office No. 518 ( ) 761-8256 Date In ection r est r cei S ' L> . Queensbury Building&Code Enforcement Arrive: D a am/ in 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT LOCATION: 3 I INSPECT ON: 12, � TYPE OF STRUCTURE: v Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum 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 a 1 '/z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ce and water-s-RiW 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 lh inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade l- Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request r 1,�o 0 Queensbury Building&Code Enforcement Arrive: epart: 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: r PERMIT #: ad) LOCATION: k INSPECT ON: v(� TYPE OF STRUCTURE: i Y N N/A /PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. f� y Plu t/Vents in Place 1'lumbin Nail Plates Q---x M �L 1 %: me min.Drain Size Washin .Machin ain 2 inch min. Head or it up I d Vents f'`5 PS r 10 feet abovg�highest , �� vim, nnection for 1�minutes .' Cleanout every 10 fee n e 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 S!!pply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Huilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November I7,2003 Framing /Firestopping Inspection Repo Office No. (518) 761-8256 Date his ection ues r ei Queensbury Building&Code Enforcement Arrive: I a part: a 742 Bay Road, Queensbury,NY 12804 Inspector's I as: f NAME: !a PERMIT#: LOCATION: INSPECT ON: - TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers 7-/0 Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ic nd water shield 24 inches from wall , '— Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour _ Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side `/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 ATLANTIC TESTING LABORATORIES, Limited DAILY CONCRETE REPORT NUMBER AT900C-18B-03-06 CLIENT: Steve Chester Construction PLACEMENT DATE: March 14,2006 (Tuesday) PROJECT: Budget Inn ATL REPRESENTATIVE: J.Murphy Queensbury,NY SUPPLIER: Cranesville Block Company CONTRACTOR: Chester Construction PLANT LOCATION: Glens Falls,NY PLACEMENT LOCATION: Front Entrance Foundation Wall MIX DESIGN DATA MIX DATA OBTAINED FROM: (°) Mix Designation: 3000R DESIGN STRENGTH AT 28 DAYS: 3000 psi FIELD INFORMATION At the request of Mr. Shaki Batti, representing Steve Chester Construction, concrete testing was performed. Field testing was performed in accordance with the following ASTM methods: C 31,C 143,C 172,C 231,and C 1064. Concrete Air Temperature Water In Truck Number of Batch Finish Time Truck Air Slump Temperature at the Point of Volume (gal./c ) Cylinders Time Time Sampled Number (%) (in.) (OF) Placement(OF) (cy) Plant Field Fabricated 11:26 12:20 11:50 469 5.0 4 3/a 65 40 4 (-1 0.0 4 Total Concrete Placed: 4 cy Total Concrete Tested: 4 cy Total Concrete Rejected: 0 cy LABORATORY DATA(ASTM C 39,C 511,and C 1231 Date Unit Date Cylinder Total Unit Cylinder Truck Slump Cylinder Weight of Age Area Load Load Sample I.D. Number in, Received (pcf) Test z C� ) (days) (in. ) (Ibs.) (psi) Location 9000069 469 4 3/4 03/15/06 144 03/21/06 7 28.09 37,430 1330 Front Entrance Foundation Wall 9000070 143 04/11/06 28 28.09 66,410 2360(a) N End 9000071 56 9000072 56 REMARKS a) Does not meet the required 28-day compressive strength. ")The batch ticket was not available at the time of placement. ")The mix design was not available at the time of placement. JVater in the truck is provided by the concrete supplier. Che initial curing was performed in wooden insulated boxes and the cylinders were covered with removable plastic lids. The final curing was )erformed in water tanks saturated in lime. Jnit weights are approximate and are calculated based on cylinder weights and volumes determined in the laboratory. representative of Steve Chester Constructio was inform d of all observations and test results prior to departure from the site. Zeviewed by: Date: �03 " Framing / Firestopping Inspection Rep ' Office No.(518) 761-8256 Date Inspection re est ecei ed: Queensbury Building&Code Enforcement Arrive: m epart: 1 am/ m 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s- ,r NAME: 1160 PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: NIA Framing Y N COMMENTS Attic Access 22"x 30" minimum �"� EX-%6T1 K)G Q �e Jack Studs/Headers u�F- ER Bracing/Bridging P�1I✓6. �t��`=�` N,O l� 1� � 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 % 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 water shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/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 Foundation Inspection Report Office No.(518)761-8256 Date In pection a d: _ Queensbury Building&Code Enforcement Arrive: Depart: P 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: G v�,y RMIT#: LOCATION: c: �' SPECT O --- �— TYPE OF STRUCTURE: Comments Y N N/A Foglings iers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofng Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 R. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM M 16 H.Thomas Jarrett, P.E. Professional Engineering Kenneth Martin, P.E. February 3,2006 Shaki Bhatti and Steve Chester Budget Inn 931Route 9 - Queensbury,NY 12804 Re: Budget Inn JM 03-045 Dear Shaki and Steve, As discussed, you are aware we are working on the truss submittal which you have made a priority. My recommendation would be to stop the pouring of the concrete foundation until we have had a chance to design them. This should eliminate the potential of repouring any more concrete. Should you have any questions, do not hesitate to contact me at(518) 792-2907. Sincerely, Or J enneth Martin,P.E. Principal Jarrett-Martin Engineers, PLLC Cc: John O'Brien, Town of Queensbury Don Davis, AD Atelier Architecture F:OataFile\2003 Project Files\2003 Commercial Projects\03-045 Bhatti Budget Inn&Outback\B Construction\Correspondence\Sent\03045 020306 Truss Itr.doc 12 East Washington St. • Glens Falls, NY 12801 518-792-2907/ 518-798-1864 Fax ®Pr�tedo�Reoy�iedPape Foundation Inspection Report f Lt O'� Office No. (518) 761-8256 Date Ins ction r rQueensbury Building &Code Enforcement Arrive: a epart: - -- 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: C t/��- ERMIT#: _�j� LOCATION: INSPECT ON: /� — — TYPE OF STRUCTUR `s ca>iY,>�Quts Y N NIA o ti Piers Monolithic Slab U� D Reinforcement in PlaceA C� The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. fWEA Foundation/Wallpour 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. I,ASueHemingway\13ui1ding.Codes,InspectionTORMSWoundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date his ction re st ec ed: Queensbury Building&Code Enforcement Arrive: epart: arr><` 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi s: NAME: ��oe� Zn E IT#:C S ,_gj C LOCATION: Uq S I Vk 9 ECT ON:-&J�b TYPE OF STRUCTURE: CommeutsJ _Foo Y N N/A ti—in 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 a io am o �S Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab n ' PVC/Cast/Copper I/ Foundation Insulatio. Interi Exterior R- << Rough Grade 6 inch drop within N ft. L:\SueHemingway\Building.C'odes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report g Office No. (51 8) 761-8256 Date Inspection r uest eiv d: Queensbury Building&Code Enforcement Arrive: am/p Depart: an-VIn 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: RMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: r'�l �-'CA<' Comments Y N NIA ootings Piers or Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement f 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 I Foundation Inspection Report Office No. (51 t3)761-8256 Date his Vctio�rrequest yecpi-ved: Queensbury Building&Code Enforcement Arrive: ✓ h azn/prn Depart: - ' amr`pry 742 Bay Rd., Queensbury, NY 12804 Inspector's InigO NAME: .,PERMIT#: 219= LOCATION: 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 �, r for 48 hours following the placement of the concrete. 't ' Materials 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: 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. hiSueHemingway\Building.Codes.Inspection.FORMS\foundation Inspection Report.doc January 28,2003 SID ATELIER A RC H t T E C T U,R E,L.L.C. toga spnn-gs NY i2io� L18.587.3381-55 ph./fox info@sdateller.com/.sdatefier.com LETTER OF TRANSMITTAL To: Mr. David Hatin—Director Date: January 10,2006 D Building and Code Enforcement Project #: 2003-66B CA Town of Queensbury Re: Proposed Budget Inn Expansion 742 Bay Road For Shaki Bhatti- Revisions Queensbury, New York 12804-5902 We are sending to,fou: n X n�t& Specifications: Samples: Change Order. Plans: X Copy of Letter. Shop Drawings: Other. Quantity Date: Number Description 2 01-03-2006 A-2 Second Floor Plans&Detail(Signed& Stamped) The enclosed is transmitted: For Approval: X For Review and Comment: For Revisions/Resubmittal: For Your Use: X Approved as Submitted: For Quotation: As Requested: X Approved as Noted: For Bids Due Remarks: David, As per you telephone request included are(2)A-2sheets signed and stamped. These sheets include the revised bathroom details showing sink clearances. The elevations are unchanged,so the A-5 sheets you have are current If you have any questions,please call us here the office-598-3385. Signed: Donald Davis Todd Howard JAN SD ATELIER—ARCHITECTURE ACO FM CC: (1) Shaki 13hatti (Client) (2) File (SD Atelier) \Budget-inn\CAkCorr\Budget-TRANS-CA-HATIN-Jan 10 2006.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: '2r Zw, am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: Ok NAME: 22-'Pu PERMIT #: /� S'-A15 LOCATION: VINSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Checki�/" Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply SRpply for Furnace Duct work sealed property/No duct tape COMMENTS: eeillki & Awe^v o w°ucs L:\SueHemingway�Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: 3110 am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: V-- NAME: J —^'` _ PERMIT#: Os LOCATION: 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 Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspect' n r quest received: Queensbury Building& Code Enforcement Arrive: 1/ am/ m Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: � LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces �aJti 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 i 7,2003