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2014-027 .4� „ TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 � Q rY, s Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140027 Date Issued: Wednesday, September 03, 2014 This is to certify that work requested to be done as shown by Permit Number P20140027 has been completed. Location: 1424 STATE ROUTE 9 Tax Map Number: 523400-288-016-0001-001-000-0000 Owner: LAKE GEORGE NORTH WAY LLC Applicant: BBL CONSTRUCTION This structure may be oc&46151gIcTsEPRGE NORTHWAY LLC 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, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. Aek` TOWN OF QUEENSBURY ...4 . 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140027 Application Number: a20140027 Tax Map No: 523400-288-016-0001-001-000-0000 Permission is hereby granted to: LAKE GEORGE NORTHWAY LLC BBL CONSTRUCTION For property located at: 1424 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: LAKE GEORGE NORTHWAY LLC Commercial Addition $1,800,000.00 C/O SOBERT REALTY CORP Total Value 2700 WESTCHESTER Ave $1,800,000.00 SUITE 407 PURCHASE NY 10577-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2014-027 Comm. Addition 7,000 sq ft Canopy, Stairwells, Elevator, Parking Garage, Bathrooms SP 70-2013 L G NORTHWAY Applicant proposes significant renovations to the plaza to improve the aesthetics of the facility -façade and elevator are included. Expansion,remodeling or change of use to existing structures and uses in a CI zone requires Planning Board review and approval. $1,610.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,February 06,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town Quee buyJTh. ►, t I• - i ruary 06, 2014 i SIGNED BY \ for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: Tax Map ID: - _/ PRINCIPAL STRUCTURE APPLICATION Permit No.: A permit must be obtained before beginning construction Permit Fee: $ Cpi (? Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ units, including single-family dwellings, duplexes or two-family dwellings, multiple family Site Plan No.: c)-'' / 3 Ar rvYrei dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit fee. Date January 27, 2014 Applicant Lake George Northway,LLC Tax Map ID 288 . 16 Address 2700 Westchester Ave STE 407 Zoning Purchase, NY 10577 Phone/E-mail 914-253-6500 Property Owner Lake George Northway, LLC Contractor/Agent BBL Construction ServicesLLC Address 2700 Westchester Ave Ste407 Address 302 Washington Ave EXT Purchase, NY 10577 Albany, NY 12203 Phone/E-mail 914-253-6500 Phone/E-mail 518-452-8200 Contact Person for Building&Code Compliance: John Crupi Day Phone: 452-8200 Building Street Address: 1424 State Route 9 ?( iO1 Subdivision Name: Lot#: Historic Site: Yes X No Estimated cost of construction: $ 1, 8 0 0, 0 0 0 Type of Construction: Check all that apply Please indicate measurements as required below: c = og d 1st Floor 2nd Floor Other Total Height z ¢ a Single Family Two-Family Multi-Family(#of units ) Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garages(# ) X 7, 0 0 0 SF Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business Lake George Northway, LLC Proposed use of building or addition Retail Source of heat(circle one) Gas Oil Propane Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" Yes X No Are there structures not shown on plot plan? No Are their easements on the property? Site Information a. Dimensions or acreage of lot 5 . 99 Acres b. Is this a corner lot? No c. Will the grade be changed as a result of construction: _Yes X No d. Public water or Private well Public water e. Sewer or Private Septic System Sewer Value of all work to be performed(labor and materials) $ 1, 8 00, 0 0 0 Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 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 I/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 the above. Print Name: John Crupi Signature: I Date: 1/27/14 9 , FOR OFFICE USE 0 . Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Inspection Form Town of Queensbury Fire Marshal O Periodic Inspection Date: q# Time: e 742 Bay Road,Queensbury NY 12804 __Re-Inspection ��Z� 518 761 8206/518 761 8205 o CO Inspection Permit Fire Marshals Rempresentative �1k �lf�✓ 0" / `�6Tt/ (Fi /P _ MJ Palmer Business Name: Location: / �- �� l �' GK Stillman Contact: � .,� y `1< rfl�( 4..,, Type of Inspection N/A Yes, No I EXITS: Exit Access FC 1014&FC1029 . '": 1 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 _ Sign:backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 . Secondary Aisle Width FC 1025&FC1029.11 .>":) FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan FC 404.2 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 ..0°., Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signaqe- FC 510 _No Smoking Signs FC 310.3 .S Storage FC 315.2 Compressed Gas FC 3003 ...-'''''' ; ° Vehicle Impact Protection FC 312.1Otr. .. e,,,,.." Interior Finishes FC 803-804 Smoke Detectors FC 907 /' CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 . " Exterior Storage FC 315.3 Vacant Buildings FC 311 REINSPECTION DUE APPROXIMATELY — Emergency Disconnect FC 2203.2 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date _ Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual 4. X DATE: OK NC HVAC Shutdown Sprinkler System Annual 1/11 Y Sprinkler FDC /� X Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after Completion of Inspection Town of Queensbury Building &Code Enforcement J UA(Cldt t 1/Q y,,,, Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: 1.--7- hg ( ryc inf'S E� Inspected on: 4 — .46 Location: f Rt-9 Arrive. :f�� i'� a. 1 p Permit No.: / G c-)17 Inspector's Initials: /211r COMMENTS • Y N NA k, — Chimney/"B"Vent/Direct Vent Location `� C�a� L1.��S's � Plumbing Vent Through Roof 6"1 Roof Complete ✓ Ve-i --� \ 4 +.? Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior I Exterior Guardrails 42 inch Platform I Decks ✓ "" ' ''c.---,...\-- ..0‘ Mai Interior I Exterior Balusters 4 inch Spacing Platform/Decks �J t ��a Stair Handrail 34 inch-38 inch/Step Risers 7"I Treads 11" li ` Vestibules For Exit doors>3000 sq.ft. ,� i2sc All Doors 36 inch wlLever Handles I Panic Hardware,if required `�,�.� Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. PtL�� " OL� Gas Valve Shut-off Exposed&Regulator(18")Above Grade ' L \k--1 _ �S Floor Bathroom Watertight/Other Floors Okay_ f_ o'r5 A Relief Valve, Heat Trap/Water Temperature 110 Degrees Maximum A. ` Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System — C-E-,\--` ' ____--- Fresh Air Supply for Occupancy/Ventilation Combustion C ��_ Low Water Shut Off For Boilers �3.nY�� . N:> _ v;:?, Gas Furnace Shut Off Within 30 ft.or Within Line Of SiteWw` v'``� t c -N-%E. Oil Furnace Shut Off at Entrance to Furnace Area , 14ebt- -(454Y Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq.ft. - � o �� f `_�`� �o '/<Hour Corridor Doors&Closers I 1).- --- .23-?- `��-'�'�.�` Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors �j C- r.1E>� Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" --1 Q ---ft--L_— `. . Smoke Vents Or Fan,if required A' QL Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors J L ' --Y"� iNkiA Handicapped Bath/Parking Lot Signage ; Public Toilet Room Handicapped Accessible ,/ Handicapped Service Counters,34 inch,Checkout 36 inch ;, Handicapped Ramp/Handrails Continuous/12 inch Beyond [Both sides] 7 Active Listening System and Signage Assembly Space T Final Electrical/Flex Gas Piping Bonded r LC)Q._e_ 2.- Site Plan/Variance required ✓ F v C v 1-1 6 Qfl .lA Final Survey,New Structure/Flood Plain certification,if req. 0 i ` ‘1=2-__As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" 7?--d`C( K\4 Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide r V"--‘`= iA 01/4QM-W.11_ Special Inspections/Engineer or Architect Approval \W Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection_11 2712 Inspection Form Town of Queensbury Fire Marshal CD Periodic Inspection Date: % I ime: 742 Bay Road,Queensbury NY 12804 o Re-Inspection qq 518 76 8206/518 761 8205 o CO Inspection Permit#: /of Fire arshals Representative QQ J Palmer Business Name: 6- �?(2 'i,�-i-5' C�Qbi� Location: / 'f y R-}-q /GK Stillman Contact: �cQ s ti m,. C A 1-�-e Kvii,-1L A 1. +i --q.3.3 Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 Exit Enclosure FC 1020&FC1029 NOTLE�S 1� �; �/ 11 _Exit Discharge FC 1024&FC1029 PraJe.1Er 1/ C- v 9n 5 Cly 3) Locks and latches FC1008& FC1029.2 14 SOS/Pll j i,(e_t G44� Sign:Normal FC 1011 &FC1029 �n Sign: backup FC 1011.5.3&FC1029.7.5 / - AISLES: .'�ie GEdl 1�r /S17�/�+vt Main Aisle Width FC 1024/1025&FC1029.11 14►I - -/Idl f Secondary Aisle Width FC 1025&FC1029.11 aySig?. • FIRE EXTINGUISHER: Hung FC 906 ""e -Jf1'f4AIele- j 7 Inspection of extinguisher FC 906 5/' �/i /!7 e/c� Z�s /11 EVAC Plan FC 404.2 4 T f�i-7e TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: �' �--`+_ 444,z_ Interior FC 1006.3&FC1029.8 -il � J "frit Exterior FC 1006.31-4,q7161 /t,r�%�G,&6,� m"y Clearance to Electrical FC 605.3 � '" /) Electric Wiring Enclosed/Labeled FC 605.3.1 _ Combustibles in Equipment Rooms FC315.2.3 "Y ,i? ReG5( t ?(Ji l —r y�"f�',�,Q� -Wet'F.D.Signage- FC 510 ll No Smoking Signs FC 310.3 Storage FC 315.2 AS 6P/7-i0fc-,-4._ x)e22r_ nett)) ricAk Compressed Gas FC 3003 �417./rle-j949YL /� y1Gy11- Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 r &Lib 1 '4 -' ' .g 4 CO detectors FC 610 1�2 Cts) 0',Z2. 5i iJ Clearance to Sprinkler/Ceiling FC 315 .2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) / Fuel Pump Warning Signs FC2205.6 �A SPnI Nlt�SY COlS(rtCFC. Fuel Station Emer Procedures FC2204.3.5 1 SU c1A-n ` 1A- ' (41,4 ci r+J I 0) Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC g4 -...<901,u n�z5 Kitchen Suppression Semi Annual 11) /[.zU niefel Fuel Island Suppression Semi Annual ✓1-11-fC, Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after Completion of InspectionCd&1 _6:77.fz_ /4Z ` S Town of Queensbury Building & Code Enforcement g—1 v Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: JJY 0 u*t +s 2&'*-- Inspected on: c1 -'1,� Location: I 01:11 04-9i Arrive: Aid /.. p.m. Permit No.: I `i" bpb Inspector's Initials: NA TYPE OF STRUCTURE: P� tc1� S\Ac� Y N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing l Bridging Joist hangers Jack Posts!Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing 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 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 u.)1 6itri) QE TvJ Firestopping `� Penetration sealed A C)? Gt\'g PI t_t� -sz_ 16 inch insulation in cavity min. Garage Fire Separation 1,3 l 13 ZE CA\3L�/ House side'/inch or 5/8 inch Type X -1-6? _ " r� 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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: l___.c GEURC-3E_ il.)TL T-J Inspected on: Co —7_6-- 14 Location: 1 y Z_q T F1.-1—F c7-4.--- >TE__ Arrive: - ,L./ •.m. Permit No.: \1-k —O Z( Inspector's Initials: 011 TYPE OF STRUCTURE: CO OM . cLTER I F i) . Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Exterior Deck Bracing 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 I and water shield 24 inches from wall ire separation 1,2,3 hour Fire wall 2,3,4hour i L c T- SEP C> L\Fd Firestopping 'l'( u31u t EC-�l Penetration sealed ;✓ 1 bOOPIA 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 Design Professional Sign-off,if required Framing/ Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: Lc ‘A F Eby E 0071 Inspected on: — Location: LA 7 IDTFITUT ± Arrive: � a.m./ p.m. Permit No.: 1 }--a2_7( Inspector's Initials: /fr, TYPE OF STRUCTURE: t-\ d 'FAL_TER ikDD, Y N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts!Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing 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 Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall ire separation 1,2,r3 hour Fire wall 2,3,4 hou Firestopping - Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'''A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off, if required Framing 1 Firestopping Inspection Report Town of Queensbury Building & Code Enforcement c cJ.J q-11 Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: 1� Name: LCT d uki * 2 c * Inspected on: L ' Location: A+-6/ Arrive: `VP.m. Permit No.: I't'1 ' I' I Inspector's Initials: TYPE OF STRUCTURE: 0-61-Nvit,c‘A O' Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing 1 Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing 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 Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour pp • i- 4\1_Fire wall 2,3,4 hour ' U �� Firestopping Penetration sealed �i� �✓ 16 inch insulation in cavity min. �, w Garage Fire Separation �-�c 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 Design Professional Sign-off, if required Framing/ Firestopping Inspection Report Town of Queensbury Building & Code Enforcement 1 h a rs, q - l 0 Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: k 6- 0 L41 e-4--.9 Inspected on: & [ "/' Location: / 'l r f R+1 Arrive: Ct- a.m. p.m. Permit No.: ("1- c3,... /7 Inspector's Initials: / 3 6 TYPE OF STRUCTURE: C o mM -dct 1.4' i J 0 trt z)�Z t 1JhV'E_C_�1u►�� \- Y N NIA COMMENTS: y raming V--�\ Attic Access 22"x 30"minimum Jack Studs/Headers (// Y�T OTruss Specification ProvidedMR�MZ— Bracing/Bridging L- �- ""-V0 VZ5_ , \E_Joist hangers Jack Posts/Main Beams Tc -K51`_\r A ,a c)0 -0 - Exterior sheeting nailed properly Nb R 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. - 141 �_ b ti btu Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate -Nr..) % \-)E_LO 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 wall 're separation 1,2,3 hour tewall 2,3,4hour P1\��`4Nk__, / -‘3��k 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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report 1.,(96 A q--// Foundation Inspection Report Office No. (518) 761-8256 Date Ins'ection eiv,d: Queensbury Building&Code Enforcement Arrive: - ,�ti► Depart: \CY 4)11rW. 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initi• : G NAME: ), 6-0(A-11-3 " IT#: / -cr' LOCATION: I <4/1 SPECT ON: TYPE OF STRUCTURE: Comments 1' 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/WallpourVt. / Reinforcement in Place ` ��' \ Footing Dowels or Keyway in place / , i \U Foundation Dampproofing v 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 I 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\1nspection i=orms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM 1n,c, 0 ' 3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ�-• ei -d: Queensbury Building&Cede Enforcement Arrive: V.'Da Depart: . • p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:'_G NAME: % L./J-1 -c 7 /ff#: LOCATION: / a_ C, nn INSPECT ON: 6-1-0:?3 m 14 11/ TYPE OF STRUCTURE: + I+ Comments Y/ N N/A Footings Piers 1 C Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of thz 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\1nspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Town of Queensbury Building & Code Enforcement J ' g jD Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: h_cr 0 C pp e 7&S' 2.Q.L Inspected on: -5 3— A R4Location: / a'1 7 Arrive: ( AP. . Permit No.: Inspector's Initials: TYPE OF STRUCTURE: QLO 4—; N NIA COMMENTS: Framing „' — ��E�� ✓ Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts 1 Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing 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 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 r tk�" V C\----\• Design Professional Sign-off, if required b��; — Framing/ Firestopping Inspection Report iu&s g_./� Foundation Inspection Report Office No.(518)761-8256 Date Inspection ,,te�a,,-s iv-.. Queensbury Building&Code Enforcement Arrive: I epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: s _ — NAME: L e- O t iMetS ��7� ,P'RMIT#: I O rl-/ LOCATION: f fjl J -L9 INSPECT ON: 6-/3–/yTYPE OF STRUCTURE: Ar -; Comments Y N N/A _ Footings l� L.C�}'k\ I C) Piers 13 CY-1 EV, Monolithic Slab 1 ` � 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 \f/ 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 13 /0-/ Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ-: ece v-•• Queensbury Building&Code Enforcement Arrive: `I; .111.2 epart: 'l'•`-' ps/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial- /A ` NAME: L& T)Le-19 PERMIT#: 11'O LOCATION: I A.YINSPECT ON: —f/TYPE OF STRUCTURE: ( ,4 f-fr Comments Y N N/A Footings Piers STN-k Monolithic Slab Wt N� 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 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 Fonms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date Ins.ection . • -�= • es.• — Z Queensbury Building&Code Enforcement Arrive: • : ' iJ.;"� Depart: m/pm ti 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini : • Ass • p p NAME: S . G .J �. MET#: j —D 2- LOCATION: LOCATION: 1 `( R-7& . INSPECT ON: 14E7i711, TYPE OF STRUCTURE: Comments Y N N/A Footings ) 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 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 CQc_is. Office No.(518)761-8256 Date Inspection r-'ue ••iv d: , , Queensbury Building&Code Enforcement Arrive: t, / Depart: 1z°05—a(E ) 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. A NAME: OuHH t'S 2,04.2t • . . 1 T#: LOCATION: 1 A i _ SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings ,6 ` Piers 1, 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 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: L CL61.4- Inspected on: Location: ILA at-1 C\ Arrive: s/ a. Permit No.: / 9 B Inspector's Initials: TYPE OF STRUCTURE: Framing E_- Y_ 111 NIA COMMENTS: R 64\17--cMt\\-) Attic Access 22"x 30"minimum / Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers 1/ Jack Posts I Main Beams Exterior sheeting nailed properly 12"0.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing 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 wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. l) E1.-:Lt t. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X �-UV Ceiling/wallcls6y V-Y-11q"k • Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing I Firestopping Inspection Report LL9 6 Cl Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ- ceived: Queensbury Building&Code Enforcement Arrive: Depart: � pi 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: / & (, J 2 East PERMIT#: f/--•' LOCATION: P(13.-1 INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings CA 4/C_—\ 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 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 C7—/(,A- Q Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: V/ -VA/ Queensbury Building&Code Enforcement Arrive: /1 r/s--am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 7)/2 NAME: LJ'V CQ T \-art 5 PERMIT#: f - G Z 7 LOCATION: j' ^ S;t,} Y 12o v t 7 INSPECT ON: �-� ViV TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for r�.f e J Li 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 1)2;flet /97 ) Foundation Inspection Report Office No.(518)761-8256 Date Inspectio • Queensbury Building&Code Enforcement Arrive:�Z.0 j : - �; Depart: \1.-. pi n6./.2,) Bay Rd.,Queensbury,NY 12804 Inspector's Initia NAME: - £ 0( ERMIT#: 141- <A LOCATION: `- LOCATION: INSPECT ON: TYPE OF STRUCTURE: I+ Comments Y N N/A Footings Piers Q, Monolithic Slab Reinforcement in Place N c The contractor is responsible for ��J .3-- \-=1 �`� 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 (" Q; Office No. (518)761-8256 Date Inspection requ-, ived: Queensbury Building&Code Enforcement Arrive: \r-DO : I r:pm "art: di : , (pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: k Cs tc i- I f 3 RMIT#: l -O . 7 LOCATION: i c/ •. cl (-I' t' INSPECT ON: y TYPE OF STRUCTURE: Commentt c3r)TT\ t �N eta Y N N/A Footings L 1 r13 bTi 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\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: 1-`�,. OCc L- Inspected on: Location: I<4,41 -0 Arrive: A a.m pr) Permit No.: /��t%� 1 Inspector's Initials: / _ TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing 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 wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report / Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: L. 6 0 fit-t2Inspected on: ‘<"/"")— / Y Location: '([ / S+ Arrive: re,, a.m./p.m. Permit No.: / �J "d,1'/A Inspector's Initials: d/l TYPE OF STRUCTURE: Y / N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly /t /G JA f/ w12"O.C. y :f/ C�` Headroom 6 ft.8 in. / >> (e Stairwells 36 in.or more 2 Exterior Deck Bracing cD �f✓,C,+/�,,,_ Headroom 6 ft.8 in. Notches/Holes/Bearing Walls l .F' Gv`�� 1'P� -19 Metal Strapping for Notches Top Plate / 1 1/2(w) 16 gauge(8) 16D nails each side te 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 Design Professional Sign-off,if required Framing ! Firestopping Inspection Report fhursc /o- /3 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request;t- ved: Queensbury Building&Code Enforcement Arrive: \ . ' am�'pt j part: 12,120 ath(pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 6-6 LC 1(',--. CE6 ) PERMIT#: l </-6 c�• r LOCATION: /-y‘s,-(1 -f INSPECT ON: '.—/y TYPE OF STRUCTURE: ,kre, Comments Y N N1A Footings Piers . 1 T Tat V �X�� V\ '"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 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 i ed: Queensbury Building&Code Enforcement Arrive: = et'''. Dept; 42:/71 rpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Intl: p \ c NAME: C LEil e _q J p • t #: LOCATION: SPECT ON: 3_ st TYPE OF STRUCTURE: L., Comments Y N N/A Piers Monolithic Slab 6DLTH Cry Reinforcement in Place k),, 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Town of Queensbury Building & Code Enforcement k) (34 lb 1 Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: Oudi CPQ - Inspected on: -- Location: / ,A R+9 Arrive: \ 4fN a p.m Permit No.: / -0 Inspector's Initials: TYPE OF STRUCTURE: C .n `�r Y N N/A COMMENTS: ttic Access 22"x 30"minimum j(�� \--k\ 1,66 Jack Studs/Headers ��` � � Truss Specification Provided \)'( "'-1 p t\ Bracing/Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing 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 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 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing 1 Firestopping Inspection Report T. Queensbury Building & Code Enforcement / 31h Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received:. t" _1 Name: ._S, err " ,rte �a�m dam CJ� 6 61t Inspected on: i7/ ,dL� Jr" 7.�1J c� Location: /1 W" Arrive: ' Af a. p.m.� Permit No.: 0/ `� )- Inspector's Initials: .6 TYPE OF STRUCTURE: am `L 40) 4 7 J 7-v/ Y _ N!A COMMENTS: rami 2— 7ik? Attic Access 22"x 30"minimum Jack Studs/Headers ��/t I (, -TO kt Truss Specification Provided Bracing/Bridging lit,Uv Joist hangers Ra)C Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing 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 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 Design Professional Sign-off, if required Framing I Firestopping Inspection Report Foundation Inspection Report j Lk6sdc,k6 /6/ Office No.(518)7614256 Date `tue t ibed Queensbury Building&Code Enforcement Arrive:' Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's In itials ' NAME: C PERMIT#: c2 LOCATION: ) -4 i';±-`7 INSPECT ON: - it-/ y TYPE OF STRUCTURE: Comment' Y N N/A trt(}6\ 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. i.//) 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 kLz rscidl / Foundation Inspection Report Office No. (518) 761-8256 Date Ins.ectio - .-s - ive. Queensbury Building&Code Enforcement Arrive: %I.,e : Depart: l �� . 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: f NAME: O !j ' RMIT#: 1 ��r LOCATION: IJ D.-L-1 INSPECT ON: 3 - /1 TYPE OF STRUCTURE: Comments Y N N/A 2 1 °`- -Ol- 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 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 12/18/2013 2:44:00 PM Town of Queensbury Building & Code Enforcement Ut)64 1- 3 Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: a ' 1 "4 _ r ( L Ii?_6;a Inspected on: 2- Location: rLocation: RT- 1 "-"- I Arrive: � a.m 4icar Permit No.: / 1-6 Inspector's Initials: '/ TYPE OF STRUCTURE: Orr oc) �� Y '" NJA COMMENTS: Framing �Gl((�QJ-t' v Attic Access 22"x 30"min mum Jack Studs/Headers Truss Specification Provided *Al Bracing 1 Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing 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 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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report