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2006-652 41111111ai TOWN OF QUEENSBURY w 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 ��� Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20060652 Date Issued: Friday, November 02, 2007 This is to certify that work requested to be done as shown by Permit Number P20060652 has been completed. Location: 26 LOWER WARREN St Tax Map Number. 523400-303-019-0001-049-000-0000 Owner. JERRY BROWN Applicant: JERRY BROWN This structure may be occupied as a: Commercial Addition 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, c-DavP 4 /1---5t 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: P20060652 Application Number. A20060652 Tax Map No: 523400-303-019-0001-049-000-0000 Permission is hereby granted to: JERRY BROWN For property located at: 26 LOWER WARREN St 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: JERRY BROWN LOWER WARREN St Commercial Addition $250,000.00 QUEENSBURY, NY 12804-0000 Total Value $250,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2006-652 Jerry Brown's Auto Parts 7,500 sq. ft. Commercial Addition $1,050.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, September 20, 2007 (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 Towt}r5iQu nsbu � W d�.' eplay,_September 20, 2006 SIGNED BY ll '' y for the Town of Queensbury. Director of Building&Code orccm:.t OFFICE. ..• lJ L . USE ONLY -46a , r TAX MAP NO. c.93-3. `1 � --- PERMIT NO. FEES: PERMIT S RECREATION_ S P 5 2006 ENGINEERING ........(if applicable) ,. '.�.°'. . PRINCIPAL ST'R LECTURE: APPLICATION FOR ZONING APPROVAL & BUILDING A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. PPLICATIOG PERMIT REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. N IS SUBJECT TO APPLICANT/BUILDER:_ ' "r� g(aw,sJ OWNER: J ei% grAA, ADDRESS: G`)`-‘r-.z.., .5.‘f- ADDRESS: PHONE NOS. ���" 57 `// PHONE oy CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: , r'aw,-, PHONE: 25C---Sl//exf /3- LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT ZO co APPLY TO YOUR Z X0 a C1 w PROJECT 0 � L.72 W an 8 O i Z Q Lt d N0 ~O 0 z SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO,of UNITS___) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR \/ INDUSTRIAL n 7 ' ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: s +r) (""1‘-- ESTIMATED CONSTRUCTION COST: S °Oo FUEL TYPE: HEAT TYPE: ��`-� *HOW MANY FIREPLACE('S): ALN ND/OR WOODSTOVES S : 6 ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? /11(-' PROPOSED USE OF BUILDING OR ADDITION: *please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B3-1.01.11.05 't Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /1-v` ARE THERE EASEMENTS ON PROPERTY? N� I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that l/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to .•- Signed ��..� _ 111111111Pimm...._ Director of.Building &.Codes:. 761-8256 :(for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said Application: zoning Laws of the Town of Queensbury. BUILDING &CODES APPROVAL ZONING APPROVAL DATE • DATE a QUESTIONS? CALL 761.8256 OR EMAIL codes c yueensbury net VISIT OUR WEBSITE FOR MORE INFORMATION WWW.queenshuly nst 1 Town of Queensbury• Community Development Office . 742 Bay Road, Queensbury, NY 12804 OFFICE USE ONLY TAX MAP NO. PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK • APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: Jerry Brown INSTALLER: Services Unlimited ADDRESS: 26 Lower Warren Street ADDRESS: 231 Maple Street, Glens Falls, NY PHONE NOS. 798-8141 PHONE NOS. 793-7044 LOCATION OF INSTALLATION: 26 Lower Warren Street NO RESIDENCE INFORMATION: YEAR BUILT BEDR.OOOFMS X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRINDER 3 i 1960 or older X 1 150 gallon per bedroom = INSTALLED? 1981 -1991 X I 130 gallon per bedroom = SPA OR HOT TUB I 1992-present 25 Employe sX I = = 620 GPD INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING X STEEP SLOPE %SLOPE 2%± ✓ SOIL NATURE: SAND LOAM CLAY OTHER Silt ✓ GROUNDWATER: AT WHAT DEPTH? 24"-72" BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? 36"-72" ✓ DOMESTIC WATER SUPLY: MUNICIPAL X WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS 60 min PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: 1250 GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? N/A ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: Raised system LENGTH AND/OR SIZE 104 f t. (SEE PLANS) ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: N/A /SIZE OF EACH N/A ✓ GALLONS./TOTAL CAPACITY: N/A GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. • For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these a'• all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury nitary /�-:= Disposal Orannce. codes@aueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION ®' , (�) l b www.queensburv.net Signature of Pe son IRespons 'le I ate Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. 06 Town of Queensbury • 742 Bay Road I J cl Queensbury,NY 12804 Scheduled Inspection Date: / 1 L �� Time: Y Phone: (518)761-8206 Business Name: 3 """t Fax: (518) 745-4437 Location: '- ( a"."--e`— Type ".^--e^Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width _ Secondary Aisle Width EXIT SIGNAGE Sign—normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING - lete FICMarshal a�syhal 1 spe ° with FIRE EXTINGUISHER: Building&Codes approval Hung Inspection of extinguisher SEP 19 SEP FIRE ALARM SYSTEM a Fan Shutdown Fire al Fire Sprinkler System ' Town of Queensbu Fire Suppression—kitchen Fire Suppression—Gas Islan Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Signage—Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will iss - - -• ' cafe •f Occupancy) o Denied / call for Recheck Inspected By: L:\FireMarshal\New Folder\permitto occupyform.doc /-/1 1,\..k.06-...e_ C-Li Commercial Final Inspection Report ' • Office No.: (518) 761-8256 Date Ins ction reque re,eiv-.. Queensbury Building& Code Enforcement Arrive: 1:'-j5 am/. .. D epart: a ; 742 Bay Road, Queensbury,NY 12804 Inspector's Initial a. ` - ti NAME: J . f�' .Sf 00 c5 PERMIT , Z -637 37 LOCATION: /,Jf x(e. .. . DATE: T-17-0 COMMENTS: Y INA NA 47:3C./0 Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete ,/ Exterior Finish/Grade Complete 6"in 10' or Equivalent _ Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks ,re Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" ,/l Vestibules For Exit doors>3000 sq. ft. / V -iWK All Doors 36 in. w/Lever Handles/Panic Hardware, if required ✓ Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. 3b1 z Lt Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System / Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site _ Oil Furnace Shut Off at Entrance to Furnace Area Stocicroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" / Smoke Vents Or Fan,if required / Elevator Operation and Signage/Shaft Sealed I ` ' Handicapped Bathroom Grab Bars/Sinks/Toilets f i '�k C-R ° \ Handicapped Bath/Parking Lot Signage Y -7,-0 1�� Accessible 1 \ _, Public Toilet Room Handicapped (_�..1..�1T �. � , Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides' Active Listening System and Signage Assembly Space C.4µN3'- c L Final Electrical Site Plan/Variance required ,IT C VLA \ r -\\ Final Survey,New Structure/Flood Plain certification,if req. y / k:� �'E� WROz�A . As-built Septic System Layout Required or On File Y- _ Building Number or Tenant Address on Building or Driveway / Water Fountain or Cooler i Building Access ides by 20' /Driveable Surface 20'wide, Okay To Is a Temmanent C/O V7_ Okay To Issue /C 1 L:1Building&Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc _ ?—/l1,Jeduk__Sdal Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins action reque rereiv Queensbury Building& Code Enforcement Arrive: :Gl Ej am/19._ �epart: 2. 742 Bay Road, Queensbury,NY 12804 Inspector's Initial ] _ NAME: cAlk Eroo 5 _ PERMIT a—66Z Z LOCATION 1,tf,R�rr _ DATE: C COMMENTS: Y N NAI C0 Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete ✓ Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior!Exterior Ballisters 4 in. Spacing Platform/Decks ,�, Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. � All Doors 36 in.w/Lever Handles/Panic Hardware, if required f �— Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay / Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum ✓/ Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq. ft. 3/a Hour Corridor Doors&Closers Firewalls/Firc Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors _ Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed _ —��� �U Handicapped Bathroom Grab Bars/Sinks/Toilets • Handicapped Bath/Parking Lot Signage 30 Dk Public Toilet Room Handicapped Accessible . �� \ 0 pP 1J�1T � f.� e Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space — C�'C: F. kL_ Final Electrical Site Plan/Variance required ‘71--Nt Final Survey,New Structure/Flood Plain certification,if req. P � isPzL;t1/4 _ As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access ides by 20' /Driveable Surface 20' wide Okay To Is•, e Temp. :r immanent CIO Okay To Issue L:1Building& Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc • • • • • • • COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICA APPROVAL Permit No. - , Cert. 2 3 7 4 2 0 n Card No Owner ... . g y Location. _L... P..lda.Q vV tiA r ........... Install on sist'Conof • . b., .Q ., 14/ Installed By....g. .. 0 ��C Lic.No. The conditions llowing governed the issuance of this cert'Jcate,and any certificate previously issued is cancelled:- • This certificate only covers the electrical equipment • installation conditions as of date. Upon the introduction of additional equipment or alterations,appli..tion shall be promptly made for inspection. Inspectors of this Company shall have the priviley of /king inspections t any time, and if its rules are violated,the Company shall have the right)/evo. / is certifi ate. Date. ( INSPECTO' / /N, .... .. . ... . . .... .... . • ember N.F.P.A., . .1. JARRETT-MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING TRANSMITTAL To: Mr. Larry Brown (Hand Delivered) Date: September 18, 2007 Re: JBAP JM 05-043 ITEMS TRANSMITTED Quantity Description Final Report of Special Inspections dated September 18, 2007 COMMENTS: For Your Use Sincerely, Jarrett-Martin Engineers, PLLC A0LfYlnl,Le Gail Morehouse Administrative Assistant CC: F:1DataFile12005 Project Files12005 Commercia1105-043 JBAP Site Planning 113 Construction\Correspondence and EMaiI\Sent Items105043 070918 Spec. Insp.Report Trans.doc 12 EAST WASHINGTON ST. - GLENS FALLS, NEW YORK 12801 518-792-2907 / 518-798-1864 FAX JARRETT-MARTIN ENGIi ' EERS, P'LLC H.Thomas Jarrett, P.E. Professional Engineering Kenneth Martin, P.E. Final Report of Special Inspections Date: September 18, 2007 Project: JME #05-043 Jerry Brown Auto Parts Location: 26 Lower Warren Street, Town of Queensbury Owner: Mr. Larry Brown, Vice President Owner's Address: 26 Lower Warren Street , Queensbury,NY 12804 Structural Engineer of Record: To the best of my information, knowledge and belief, the Special Inspections required for this project have been performed and all completed structural work has been in accordance with the foundation design drawings prepared by Jarrett-Martin Engineers, PLLC, the building design drawings prepared by Package Industries and the New York State Building Code. Respectfully Submitted, .Jarrett-M-, -tin Engineers, PLLC (Special Inspector) /�1_� NEwY enneth A, Martin, P.E. O Principal ���N '�/ �/I! • ",•3* tri 074.55- 4c,P •`_ f�1E� , , in P.E. : A 334 F:IllataFile12005 Project Files12005 Commercia1105-043 JI3AP Site Planning\A Design\Drafts Reports,etc105143 070918 JI3AP- Final Report of Special Inspections.doc 12 East Washington St. • Glens Falls, NY 12801 518-792-2907 / 518-798-1864 Fax ®Printed on Recycled Paper E -MART ON - GION - E , pG H.Thomas Jarrett, P.E. Professional Engineering Kenneth Martin, P.E. September 18, 2007 Mr. Larry Brown, Vice President Jerry Brown Auto Parts 26 Lower Warren Street Queensbury,NY 12804 Re: Jerry Brown Auto Parts JM 05-043 Dear Larry, Jarrett-Martin Engineers, PLLC staff visited the Jerry Brown Auto Parts site on 26 Lower Warren Street in the Town of Queensbury on several occasions for the purpose of observing septic system and water line installation related to the new parts building. In our opinion, this work has been substantially constructed in accordance with the plans and specifications prepared by this office. Sincerely, Jarrett-Martin Engineers, PLLC .0 Y H. homas Jarrett, P.E. Principal 12 East Washington St. • Glens Falls, NY 12801 518-792-2907 / 518-798-1864 Fax ®Printed on Recycled Paper Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. 1 -�2- Town of Queensbury 742 Bay Road • Queensbury,NY 12804 Scheduled Inspection Date: C ` L1/0 7 _ Time: _4 1_9_ Phone: (518)761-8206 Business Name: (( � r<r..'( Fax: (518) 745-4437 Location: ,. Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width . EXIT SIGNAGE Sign—normal Sign-battery } EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung Inspection of extinguisher FIRE ALARM SYSTEM ijVJ i (11' ' Fan Shutdown I Fire Sprinkler System 11-7 f Fire Suppression—kitchen 11 Fire Suppression—Gas Islan .� Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas -1, Clearance to Sprinklers ,.� Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Signage—Utility Rooms !� No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan o Approved (If no other approvals apply, the B&C Office will issue the Certificate of Occupancy) o Denied / call for Recheck By: Ins ectid , P L:\FireMarshal\New Folder\permitto occupyform.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. ©T 5;2-- Town of Queensbury 742 Bay Road v+� Queensbury,NY 12804 Scheduled Inspection Date: Elf Time: Phone: (518) 761-8206 Business Name: n5 N^'-. 16ftv'^' h.) Fax: (518) 745-4437 Location: I--w..)a, kA'Ir n t,N1 S� Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width .b Secondary Aisle Width EXIT SIGNAGE Sign—normal -Jr Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung Inspection of extinguisher Y yam, FIRE ALARM SYSTEM Fan Shutdown —� Fire Sprinkler System Fire Suppression—kitchen Fire Suppression—Gas Isian ‹s— Generator fGenerator Hood Installation Elevator Interior Finishes d� Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical .Z( Electric Wiring Enclosed/Labeled -� Combustible Waste Vehicle Impact Protection Knox Box k F.D.Signage—Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan u Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied / call for Recheck Inspect d By: 414 L:\FireMarshal\New Folder\permitto occupyform.doc /9 r« 7sbA7 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection r•$ ceive. Queensbury Building&Code Enforcement Arrive: l': _44.1 )epart: \2!4D a 742 Bay Road, Queensbury,NY 12804 Inspector's , - / /' NAME: . �f r Eroc.31,--5 . _ PERMIT#• 06_ ,(2,5-z - LOCATION: I DATE: COMMENTS: 1515 N NA cJ( 36 i-z4'z . Chimney/"B"Vent/Direct Vent Location Plumbing Vent Throu:h Roof 6"/Roof Com.lete Inil Ell Exterior Finish/Grade Complete 6"in 10' or E•uivalent -- Vi` V-‘17 z,Nizsi Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spaci Platform/Decks _Mil OFA Dim '. Stair Handrail 34 in.-38 in. /Step Risers 7"/'treads 11" ■■ _ � \ _ Vestibules For Exit doors>3000 s.. ft. % \L V ` - � All Doors 36 in. w/Lever Handles/Panic Hardware, if required ° Exits At Grade Or Platform 36 (w) x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade 413;7\ 17t Floor Bathroom Watertight/Other Floors Oka Ni _ b, Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum �- W\ t Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System — ����� Fresh Air Supply for Occupancy/Ventilation Combustion i C. Low Water Shut Off For Boilers =� kA�T� Pv 0\\).Gas Furnace Shut Off Within 30 ft. or Within Line Of Site �� �o�� Oil Furnace Shut Off at Entrance to Furnace Area Mill Pc Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %2 doors > 10%> 1000 sq. ft. .. 6 A6 (=v-kv: 3/4 Hour Corridor Doors&Closers1j Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire �-1 \Z� �-•X� Dampers/Fire Doors VUC.),-- Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" — \,!, ;n--i &i_ GP �7 Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed _ EA 7ti\ --v\--\\-L-= Handicapped Ba •. torn Grab Bars/Sinks/Toilets Handicapped :. 'irking Lot Signage Public Toilet oom Handica..ed Accessible i_E n Handicapped Service Counters, 34 in., Checkout 36" __ C\Vk1 Handicapped Ramp/Handrails Continuous/12 in. Beyond (Both sides] Active Listening System and Si nave Assembl S•ace _ 4 1611 �_ Final Electrical _Or_ Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if re 4. _-_ As-built Septic System Layout Required or On File _WU Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides b 20' /Driveable Surface 20' wide ll Okay To Issue Temp. or Permanent C/O Illia_ Okay To Issue C/C L:\Building& Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Foundation Inspection Report Office No.(518)761-8256 Date Ins ctiOt request received: 7///0 Queensbury Building&Code Enforcement Arrive: "11'7v am/p Depart: m/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:(/ NAME: f I c =� fT -�►a(� E ,, LOCATION: Z (o Lc, � Grp<-& S 7 • INSPECT ON: // TYPE OF STRUCTURE: Comments Y N N/A Footings (e ( � Piers Monelilric Slab Reinforcement in Place 'Li_ The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 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:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 0 41.0 Foundation Inspection Report Office No. (518)761-8256 Date Ins.- tion - st receiv: •: Queensbury Building&Code Enforcement Arrive: # - 11,0 / %epart: .S. 742 Bay Rd.,Queensbury,NY 12804 Inspector's iti:• . /Fr NAME: -` PERMIT#: LOCATION: 74i 'r' ct-f f tom._ . INSPECT ON: giginv TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Mo . • IicSlab ' enforcement in P 4, - The con, :.M : is responsible for prow.ing protection from freezing � �� for 48 hours following the placement of the concrete. Materials for this purpose on site. 'V ) Foundation/Wallpour / Reinforcement in Place / .1/ I r Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC!Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518) 761-8256 Date Ins ectio q es. 7 1 7 0 Queensbury Building&Code Enforcement Arrive: \�C ��••`'j/— Depart: 7°1b . . . 742 Bay Rd.,Queensbury,NY 12804 Inspector's initial- A NAME: °Y f I k �S gyro e i S 'ERMIT#: ()� — LOCATION: Z'(/ LUA-r-`1 r . INSPECT ON: '1/17/5-7 TYPE OF STRUCTURE: Comments N N/A Footings 1 6),v_ Piers Monolithic Slab \ ��`\-\ l C Y\� Reinforcement in Place � L The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Fouts . 'on/Wallpour 'einforcement ' P - e Footing Dow= •r Keyway in place • .. ion Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 7h Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: 3='1° am/ m Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials.. NAME: �� '-y Srb c��. 5 PERMIT #: D, �- , LOCATION: 2.6 INSPECT ON: /v 4 TYPE OF STRUCTURE: f-� VI N/A Rough Plumbing Nail Plates Plumbi,. / 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 Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: L:\Pam Whiting\Buitding&Codesllnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 _ ,._ </ rr1 --?/,, m Foundation Inspection Report Office No.(518) 761-8256 Date Inspectioyeq vee Queensbury Building&Code Enforcement Arrive: '7,---, ) ' I ', " Depart: ?�_1 --a� i 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial• _�� NAME: / - it r ./ 13a.)(�V`-s PE' fr#: r i .v . LOCATION: C-0 C...)-el,- 1, ct.ey-tom _ INSPECT ON: tinlitil ;i TYPE OF STRUCTURE: Comments Y N N/A Footings Pi- Or �, le .b �I� orce,i nt i. 'lace 1� - : .ctor is responsible for ` }7 ��, providing protection from freezing L/ Dic. for 48 hours following the placeme of the concrete. Materials for this purpose on sit . Foundation/Wallpour 117/4/ . Reinforcement in Place Footing Dowels or Keyway in pla e Ar Foundation Dampproofmg , Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /0 -/ i.ssDA--y3Framing/ Firestopping InspectReport Office No.(518) 761-8256 Date Inspection re a ec : Queensbury Building&Code Enforcement Arrive: #11y �F— � part: 742 Bay Road,Queensbury,NY 12804 Inspector s � NAME: 41(>111,3c_ PERMIT#: LOCATION: r ,Ick� Fe..._ _ INSPECT ON: ,0 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 `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 water shield 24 inches from wall Fire separation 1,2, 3 hour CC:)1___ , Fi 3,4ho Firestopping ______211° • A) Pene ealed ' 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 (JE . /-z. -/c.).p . Foundation Inspection Report Office No. (518)761-8256 Date Ins ectioy reg f ' - ved: Queensbury Building&Code Enforcement Arrive: _'Of-) .' p Depart: /L p� 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: l�i� Srbt, v` PE' T#: n 652_ LOCATION: � GJG.� c.rire� , I PECT ON: • va]m TYPE OF STRUCTURE: 7_ \ ��t Comments Y/ N N/A Footings l 0-Q V4 Monolithic Slab • Reinforcement in Place t ,, The contractor is responsible for providing protection from freezing V4\‘ for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place FvtMg owe_pr Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -1-/- /26/4() . Foundation Inspection Report Office No.(518)761-8256 Date Inspection Queensbury Building&Code Enforcement Arrive: partg:zg`aQ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi. • NAME: 43.D PERMIT#: / • LOCATION: AMEN V. re_ _ INSPECT ON: , -a, TYPE OF STRUCTURE: Comments Y N N/A Footings 1 � \ Monolithic Slab 7 � \` C f Reinforcement in Place The contractor is responsible for ' 14JA providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 2 -/- ! . -./ ‘//z2_/o -?. ,ii ,,' Foundation Inspection Report , ; i Office No. (518)761-8256 Date Inspection '-‘40111r : ed. Queensbury Buildin &Code Enforcement Arrive: 1 � D Depart:7 2 at' P 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia > NAME: r 7-3r01.31, _ PERMIT#: i e.LOCATION: ( )t�r— Licn re---.— INSPECT ON: rlir TYPE OF STRUCTURE: _ Comments -� C� tJ b\ — \ 2 t,� Y N N/A Footings / `l Piers 17/ ‘i •no itliirS1 Reinforcement in Place I e contrac . ' -- '.nsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab V illVC/Cast/Copper Foundation In ulati Interi xterior R-\t)�,j h�_M'� i-QLo�_ Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /. 3 . G �8-, Septic Inspection Report Office No. (518) 761-8256 Date Inspection requ ed: Queensbury Building &Code Enforcement Arrive: . p i��-.e-rt: '2 a /pm 742 Bay Rd., Queensbury, NY 12804 Inspector' Initial .AS NAME: ( ' Brep,Dks, PE' IT NO.: As - . 2 LOCATION: o . r _ INSPECT ON: • �O RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. ‘\ . 1--\-\ Absorption Field: Total length l0 ft. h Length of each trench Z.- t �j O \T ft. _'. N31/ Depth of trenches (2,UtL�`,>1V ft. Size of Stone CC -c -hAt 9 7 T7 T E \ � � V\ t,k_3 7, Seepage Pits: Number Pa9 --k-- //�� l Size: x t>V--- C7 �J C� t Stone Size: `-'�- Piping Size Type ' Ls- �,-it:). �� Building to tank \ 1J \ Tank to Distribution Box Distribution Box • ield/ Pit `A‘ N cJc-\st- Yec-- "V"0E���� Opening Sealed ip '/ Partial End Cap Ff2 Inlet/Outlet Pipes&Baffles Y N Location / Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Confo u• _ • , . - Y n.ineer Report and As-Built Y _ N L. . •• . _ • Front Rear Left Side Right Side Middle Front Middle Rear S st-m Use du . Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re ue ece : , D Queensbury Building&Code Enforcement Arrive: a ' D.part: rj Fn . l 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: r NAME: �RMi1 IT#: 6 r[ c32, LOCATION:Lb, INSPECT ON: &/ill/p 7 TYPE OF STRUCTURE: J Comments bax- Y_ � N/A / Footings U / iz P Piers l/ Monolithic Slab SC r- / v ���✓ 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 -> IN O --� Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 512.4/0,7 Foundation Ins Pe P ction Rep Office No. (518)761-8256 Date Ins.- tion r- Queensbury Building&Code Enforcement Arrive: Alligefr epart:Z,- � � 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti. r NAME: c�'.f �c-) ti S PERMIT#: Ad. diAlr LOCATION: L)c\& 1,1cLC re INSPECT ON: iroifay TYPE OF STRUCTURE: 1.._)\? 6:30 ,5omments Y N N/A ootings 1-\) 1 Monolithic Sl Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. *o, or this purpose on site. ... Wa sur sfe 11. - in 5•.• !T. ' s or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval P1 .ing Under Slab " ,/// v PV'PP-Ca. Cast/Copper ._ Foundation Insulatio' to ' xte i ori / R- • : _ -.. c i op wi in I '. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date Inspection req - :�-wed: 3 Queensbury Building&Code Enforcement Arrive: 410: : �� Depart: : +�. . 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initial — NAME: J (�d`(-`� U"' 5 x /-1-5 MIT 1: 0 Le LOCATION: 2 ((-. L C CA.Ant{z-p-stn S I. INSPECT ON: S72, Vo 7 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval *IPlumbing Under Slab / S7' 1242°7-5r \W y PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fo ms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM - 4 k)edi,„e_s . Foundation Inspection Report Office No. (518)761-8256 Date Inspection r:�T" r Queensbury Building&Code Enforcement Arrive: 7"?,�, :f De. 7 hr)am/AP 742 Bay Rd.,Queensbury,NY 12804 Inspector's initials: - NAME: , Friv B2'AJA 5 PERMIT#: /J.— S7 LOCATION: / l O Cy INSPECT ON: _ — .— • TYPE OF STRUCTURE: Comments Y�N NA Footings Piers '44s/Z)/// Reinforcement in PI The contract responsible for g protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab ::z: e . enor tr n R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Founda ion Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 6--/O . hOfd . //a/O Foundation Inspection Report Office No. (518)761-8256 Date Ins. do ived• Queensbury Building&Code Enforcement Arrive: `� Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initials: NAME: -.cry � �G�J v� � RMIT#: C6---t62 . LOCATION: rtr�f -�— �'� INSPECT ON: 1 — TYPE OF STRUCTURE: Comments < Y N1)/4(-- Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date Inspection • . «- ve•• Queensbury Building&Code Enforcement Arrive: ¶- 3isJr: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia s: Ar c NAME: -7-F fq lRO l�tJ,17 'ERMIT#: C;(0-(69Z_ LOCATION: Z[o Lnu R RR .61- INSPECT ON: I -t-j -(57 TYPE OF STRUCTURE: Comments Y N N/A =- C MPac-g 0 -T-E6-- �ootings l 1r i\ COV D --7 Piers onolithic Slab - CAD13 Qo \ut Reinforcement in Place 15 The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM - iiJedesdcuy I /°7- Foundation Inspection Repott Office No. (518)761-8256 Date Ins•: tion Queensbury Building&Code Enforcement Arrive: :Jd•.�� Depart:.Z=c�� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini : NAME: PERMIT#: (7 —65 LOCATION: trigmmwrf INSPECT ON: 1 --7-,— j'1 TYPE OF STRUCTURE: Comments Y N /A Footings LP‘-'3‘.'")7 ,4s.scc)A Monolithic Slab Reinforcement in Place The contractor is responsible for p -D� A providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Walipour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -0-10 Foundation Inspection Report Office No. (518)761-8256 Date Inspection -quest rete' •d: ( )-7 0�= Queensbury Building&Code Enforcement Arrive: ‘Y: •. epart: jEl().( m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia • NAME: AIIPY ►fit.-3-1, E T#: - LOCATION: SPECT ON. TYPE OF STRUC _1_ ____[_t_ Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing tZ for 48 hours following the placement / • LL-- `-\ vJ� -)61.574of the concrete. Fo Materials fis nurnc,se on site. 1Z7 L11 , \(/ Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofung Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Septic Inspection Report Office No.(518) 761-8256 Date Inspection re ue• •''ed: Queensbury Building& Code Enforcement Arrive: (r}:qfrt ., e..rt: 112. 1O m, m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: R��t IA, Pleb v_) � fITNO.: CcLOCATION: 7_I() 1 ,DE i 1�.D 1 CT ON: j 7_— —0(2 RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water 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: Stone Size: Piping Size Type e.- Building to tank %� --'Tank to Distribution Box 7 'I ( LL) izD Distribution Box to Field/Pit Opening Sealed: Y/N/Partial t UV) End Caps Location/Separations Foundation to tank ft. 1 W- Foundation to absorption ft. 0 F 1 Separation of Pits ft. F-6 Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Statt . Approved Partial Approved and needs to be re-inspected, please call the Building& Codes Office Disapproved Last revised 1/6/05 /-3 tjcd�es ddiv. /2./ . Foundation Inspection Report Office No. (518)761-8256 Date Ins tion request received: Queensbury Building&Code Enforcement Arrive: 'J.J am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: i $IbJ3)\ 5 PERMIT 11: /0— # Z LOCATION: / ret---- 4 INSPECT ON: j TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Reinforcement in Place The contractor' esponsible for providing protection from freezing (, for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour aos,0 6.4f ion Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ��� a / oed„„.6,,/ - Septic Inspection Report ...---, , Office No. (518) 761-8256 Date Inspection req est i ' : Queensbury Building &Code Enforcement Arrive: \Z - i ar i/If^ part: I :VO a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: '-/ • /r NAME: �ri-ki PERMIT NO.: II - LOCATION: (re- INSPECT ON: 7,..— L•(0 RECHECK: Comments and/or diagram Soil Type: Sand / Loam/ Clay Type of Water: Municipal/ Well Water .�( Waterline separation distance ft. I 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: - c Piping Size Type Building to tank 12, '5 "Rf.4 - " "c-\--\ Lit } U --\--0, vx,INLyk vL -\-\-\%)--)Tank to Distribution Box Distribution Box to Field/ Pit VD�\1U\)), ` � j��' ;tt Opening Sealed: Y/ NI Partial ���� /� End Cap Inlet/Outlet Pipes &Baffles L ____Y_N I I1 Location/ Separations A . o Foundation to tank ft. Foundation to absorption __._ ft., 2� ? o Separation of Pits fir: h Conforms as per Plot Plan _Y '+l N Engineer Report and As-Built Y..,.^N 4 Location of System on Property: ' Front Rear Left Side Right Side Middle Fron Middle Rear ci8 S stem Use - •s: Approved Partial Approved and needs to be r- inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 .. .--16) 77/0- s /Z/7 /OC Foundation Inspection eport Office No.(518)761-8256Date Ins,- 'on request r Queensbury Building&Code Enforcement Arrive: • '-`: 0,•m/ - Depart: q.:1� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: s:< / NAME: '-f-!'^`� ` /eG��. frPERMIT#: 06'E ,�Z LOCATION: 2 fj L1�r,=ti�'+� t't'�P� INSPECT ON: \2„.-1-G 1 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for O D •L.f\\j_ providing protection from freezing for 48 hours following the placement of the concrete. V)PRViNs‘„_ ' _-X5_ W‘ktL_ Materials for this purpose on site. Foundation/Wallpour igk., Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width / 6 inches above footing V\i/ 6 mil poly for wet areas under slab Backfill Approval V_ } Plumbing Under Slab (' / % EVC-l C-a l..�o per - / Foundation Insulatio to riior Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 7 // /fio/v 'DA y �z ///c Foundation Inspection Report Office No. (518) 761-8256 Date Ins tion req - t re ' . Queensbury Building&Code Enforcement Arrive: \i rem' 1-� Y Depart: L- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia . NAME: jer/PV prOC,,J P RMIT#: LOCATION: / y'rPv INSPECT ON: \? —L.� TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Nr�� / • _ Monolithic Slab Reinforcement in Place V r: L irNcC_ - • ••nsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM cg -�o 7/-5E5 /f/z8>/66 Foundation Inspection Report Office No. (518)761-8256 Date Ins ection, : rece. Queensbury Building&Code Enforcement Arrive: , ii Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspectorys Ini NAME: CI B/06,-)1 .c PE' I T#: `/ 62.a) LOCATION: IJa_1��, ,.� ��� nv"ECT ON: 1— TYPE OF STRUCTURE: Comments Y N N/A Footings g U A J 1^ ` Piers rOD\ Monolithic Slab Reinforcement in Pla is responsible for providing protection from freezing _-1—E6Tt o for 48 hours following the placement of the concrete. Materials for this purpose on site. 6\ vs o 1 1 Foundation/Walipour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (h000) lrRibiely /l/i7l0c k'et_ Foundation Inspection Report Office No. (518)761-8256 Date Inspectio -• -: ,e, : -•. Queensbury Building&Code Enforcement Arrive: \''_\►-j fp ' Depart: f 23.)artfic �/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi. ._ NAME: ( l '(7 ►JfC�h P. • T#: ' . — ir LOCATION: e�c, ?cj,�JG IY --. , t SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings F`Z.L iA V...7, \0 (22 Piers Monol CReinforcement in Place The contrac or is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 7-741t)Fsm-y. 7. /Lc Foundation Inspection Report Office No. (518)761-8256Date In ;e` �tio •:uest re 'ed: Queensbury Building&Code Enforcement Arrive: —1.100'1,`fpm epart: 1117,14. .m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 67G �NAME: . k,(�� y (�G�d1, PERMIT#: l - � SP LOCATION: IN/arre� 3 INSPECT ON: 1 1 -1 6- (r_ it TYPE OF STRUCTURE: Comments Y N N/A Footin Pi hic Slab > \ ��`1 Reinforcement ip,Place , ,\ Thu cams cah r is responsible for W providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date Insp ctin re• -: ive . Queensbury Building&Code Enforcement Arrive. . '1 Depart: ' . 'ipm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: �R�� �nL�� E T#: 0(0— 6a5F LOCATION: ZO V_pu3 R t)J 11?P_Er. ,151— PECT ON: 1 I —q—Oto TYPE OF STRUCTURE: Comments N N/A C-OLOM>3! El 1FZ' Footings /Piers Monolithic Slab V Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement 04.5 of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /a- ice ,i') Foundation Inspection Report ---.1\7,\--V. Office No. (518) 761-8256 Date Ins.ection -.�:- : ved• L L . d4 Queensbury Building&Code Enforcement Arrive: '.. ,"� ';�. / Depart: am/1� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inr ! -WI t^r: -t NAME: Jen_ A01,151fl---, ' ' RMIT#: 06 CSS LOCATION: r.L0l67,1PIX ] I SPECT ON: '1!jI'� TYPE OF STRUCTURE. . ` r� _ . A 1U, /�9 ` �`_ 7 5 4- ��, L /// Comments • - kZFoY N N/A CDL ‘`ki3 '1- PCZ— Footings otings Piers Monolithic Slab C�_T_ \c ,lSCC.-V\ Reinforcement in Place / The contractor is responsible for , �Z� C .� providing protection from freezing ! (L)for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 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:\Building&Codes Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspectio request received: Queensbury Building&Code Enforcement Arrive: 2!Y7 am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: DF NAME: Z�',J1�_ PERMIT#: (1/ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N T /A COMMENTS Framing is Access 22"x 30"minimum Jack Studs/Headers // /-n-o G (Lt+ )" Bracing/Bridging Joist hangers Jack Posts/Main Beams (de�c- Exterior sheeting nailed properly I 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 '/a(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 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade