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2012-138 Afti TOWN OF QUEENSBURY Fora 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120138 Date Issued: Monday, February 03, 2014 This is to certify that work requested to be done as shown by Permit Number P20120138 has been completed. Location: 640A BAY Rd Tax Map Number: 523400-296-008-0001-002-000-0000 Owner: ADIRONDACK COMMUNITY COLLEGE Applicant: ADIRONDACK COMMUNITY COLLEGE This structure may be occupied as a: Commercial / Industrial By Order of Town Board TOWN OF QUEENSBURY j,4 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. Temporary Certificate of Occupancy 90 Day Building Permit No. : 2012-138 Property Location : 28 College Drive Property Owner: SUNY Adirondack Approved for the following uses: dormitory Conditions of approval : I. Install mirrors in annex bathrooms to meet ADA 40" above finish floor. 2. No parking signs at south end and fire apparatus access area at stair tower 6. 3. Submit as-builts on disc. $100 fee received on: August 30, 2013 90 Day Temporary CO expires on: November 30, 2013 *A final inspection for this project must be scheduled before the expiration of this Temporary Certificate of Occupancy— if your project is not complete within this 90 day period you will be subject to additional fees* Signature of Applicant: g Irma Director of Building & Codes: T 1 Town of Queensbury Building & Codes Office Dept. of Community Development 742 Bay Road, Queensbury, NY __. _ _ ,.__.-,w.. _...__..,_... , __._.__w_._ ._ TOWN OF QUEENSBURY `A 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120138 Application Number: A20120138 Tax Map No: 523400-296-008-0001-002-000-0000 Permission is hereby granted to: ADIRONDACK COMMUNITY COLLEGE For property located at: 640A BAY Rd 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: ADIRONDACK COMMUNITY COLL Commercial/Industrial $21,000,000.00 640 BAY Rd QUEENSBURY,NY 12804-0000 Total Value $21,000,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency BETTY& CRING, LLC 518-213-1010 22 CENTURY HILL Dr Suite 201 LATHAM NY 12110-0000 Plans&Specifications 2012-138 Student Housing 148,012 total sq ft $34,042.76 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, May 14, 2013 (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 o ue bury; on. . , 1 ay 14, 2012 SIGNED BY (� for the Town of Queensbury. Director of Building& Code Enforcement i : r, t PS OFFICE USE ONLY e w'"-1 TAX MAP NO. %.O-Ica PERMIT NO. I, — L�/FEES: PERMIT RECREATION ENGINEERING li 11(If applicable) rite 2\NN QF IQUFEN SB.1/.Y BUILDING & CODES PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL &BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. ADIRONDACK HOUSING ASSOCIATION, LLC APPLICANT/BUILDER: BETTE & CRING, LLC OWNER: SUNY ADIRONDACK 22 CENTURY HILL DR., SUITE 201 640 BAY ROAD QUEENSBURY, NY 12804 ADDRESS: LATHAM, NY 12110 ADDRESS: PHONE NOS. 518 213-1010 PHONE NOS. 518 743-2322 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: DICK WHITE PHONE: 518 213-1047 SUNY ADIRONDACK CAMPUS, ON PORTION OF CURRENT SOUTH PARKING LOT & GREEN AREA LOCATION OF PROPERTY: HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑ YES ❑ NO NOT APPLICABLE IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: N/A PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z CJ C w H co APPLY TO YOUR Z 1= CC O cn PROJECT w O O ~ O O ~ J ~ W J a = ❑ W iiiiV_ u_ LL I I- OOU w ❑ N a z d F- F- OF- cc El Z < < — cn (NIu) 0u_ 1— u_ CL = ots SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) STUDENT x 43906 39658 64448 148,012 44' OTHER HOUSING Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: $21,000,000 FUEL TYPE: GAS HOT AIR PKG UNITS & HEAT TYPE: RTTr *HOW MANY FIREPLACE(S): ° AND/OR WOODSTOVES(S): ° ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? YES IS THIS A HISTORIC SITE? NO PROPOSED USE OF BUILDING OR ADDITION: STUDENT HOUSING ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? NO ARE THERE EASEMENTS ON PROPERTY? NO Please complete a separate Application for"Fuel Burning Appliances&Chimneys'available in our office 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 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 an agree to the above. Signed -- i ', ► J. 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) Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 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 zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes a(�.queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 SUNY ADIRONDACK PROJECT NAME: STUDENT HOUSING Office Use Only Staff Initials: BUILDING PERMIT SUBMISSION Date: CHECKLIST FOR: MULTIPLE DWELLING OR COMMERCIAL PROJECTS 1. Building Permit Application Completed? Yes No N/A 2. Energy Code CommCheck and Inspector's Report Form? (2 copies) 3. Septic application completely filled out? (if applicable) 4. Electrical inspection agency selected? 5. Two (2) sets of the plans for each of the following: a. Floor plan(s) b. Foundation plan c. Cross Sections d. Elevations e. Design loads including floor, snow load and wind load f. Seismic design (required after January 2003) g. Plans signed and sealed by registered architect or engineer h. Window and door schedule 6. Two (2) site plans showing location of the structure to be built, location of well or water lines, location of septic system or sewer line with all setbacks and separation distances shown, and all improvements to the property 7. Solid Fuel Burning or Gas Appliance Form (if applicable) 8. Driveway Permit Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Town of Queensbury Building&Code Enforcement Office No.(518)761-8256 Commercial Final Inspection Report Inspection request received: Name: joj Inspected on: Location: Arrive: AN' a. /p. Permit No.: I a - / 3 Inspector's Initials: /F/ COMMENTS Y N NA Chimney!"B"Vent I Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish 1 Grade Complete 6"in 10'or Equivalent / Interior I Exterior Guardrails 42 inch Platform/Decks ✓ Interior/Exterior Balusters 4 inch Spacing Platform!Decks Stair Handrail 34 inch—38 inch I Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight I Other Floors Okay Relief Valve,Heat Trap/Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour 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 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 I Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath I 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] , Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded \t� Site Plan I Variance required Final Survey,New Structure 1 Flood Plain certification,if req. << As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections!Engineer or Arc ' - , Okay To Issue Tempe . •r 'ermanent C/O Okay To Issue C/C Commercial Final Inspection_11 27 12 Inspection Form lop Town of Queensbury Fire Marshal o Periodic Inspection Dale: Time: 742 Bay Road,Queensbury NY 12804 cp Re-Inspection ` I ? 518 761 8206/518 761 8205 CO Inspection Permit#: 1 •? Fi Marshals Representative MJ Palmer Business Name: So A-De abn(to.. Location: a9,col t t u L GK Stillman Contact: Af +'t oNy Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 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: 'f-vY \ SNS r"-pG.-- Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 f� CG \ c)1 0 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 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 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 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS lnsp OK NC DATE: OK NC SYSTEMS: FC 901.6 Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual IT I•I { 1r' Sprinkler FDC N � , lr- Kitchen Suppression Semi Annual tifi; al Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 v V i i l" J Operating Permit, if required will be issued after F Ma al Completion of Inspection gensbu ' Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection :: • - v-iv : , Queensbury Building &Code Enforcement Arrive: -2, a , • Depart: i , • 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ NAME: •S Lt 4 A-61A [-Oil da C K PER dr / a-1 3 g LOCATION: 2 9-, C_c E~C=,E_ Vco DATE. C-?-m- --2,0 -1 72 COMMENTS: ii N NA ,�..__ _`'�V C-0 Chimney I"B"Vent!Direct Vent Location i Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6" in 10'or Equivalent \i/ G � )`'- Interior 1 Exterior Guardrails 42 in. Platform/Decks ,// Interior/Exterior Banisters 4 in. Spacing Platform 1 Decks // Stair Handrail 34 in.-38 in.I Step Risers 7"I Treads 11" J Vestibules For Exit doors> 3000 sq.ft. , All Doors 36 in.wlLever Handles I Panic Hardware, if uired ✓/ Exits At Grade Or Platform 36(w)x 44"(I)/Canopy or Equiv. V Gas Valve Shut-off Exposed&Regulator(18")Above Grade J/ Floor Bathroom Watertight!Other Floors Okay V LA Lu \3V--- i;\ Relief Valve,Heat Trap I Water Temp. 110 Degrees Maximum */ Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Y/ W6)1 Fresh Air Supply for Occupancy I Ventilation Combustion 'J/ Low Water Shut Off For Boilers •J ��i Jc�D 1 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 1/2 doors / > 10%> 1000 sq.ft. I/ 3/Hour Corridor Doors&Closers Firewalls I Fire Separation, 2 Hour, 3 Hour Complete/Fire J 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" ✓ �T�� `� �� Smoke Vents Or Fan, if required ft -'r�.�cM �1 Elevator Operation and Signage/Shaft Sealed / 'cb �O� �� J moo R� Handicapped Bathroom Grab Bars!Sinks/Toilets .v.QoRh, , ✓ t �YH F��p, Handicapped Bath I Parking Lot Signage , 6� � Public Toilet Room Handicapped Accessible @ o v; �� Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond [Both Ft ZE- MAQ�V.)b sides] / A V- A bT(A%(? 'T'�; /Active Listening System and Signage Assembly Space i V / (.0 Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required .1±1/ Final Survey, New Structure/Flood Plain certification,if req. ‘/ �j- (3 0 t l_T Lj As-built Septic System Layout Required or On File AF_wF.R \// c\-) D %SC. Building Number or Tenant Address on Building or Driveway 4" { Water Fountain or Cooler vi Building Access All Sides by 20'9 Driveable Surface 20'wide ‘i i Okay To Issue Temp. or Permanent CIO - * O 0 F� Okay To Issue C/C L:1Building&Codes Forms\Building&CodesMnspection FormssCommercial Final Inspection Report.doc Revised January 7,2008 Final Report of Special Inspections Agent's Final Report Project: STATE UNIVERSITY OF NEW YORK-ADIRONDACK COMMUNITY COLLEGE STUDENT HOUSING 640 BAY ROAD QUEENSBURY, NEW YORK 12804 Agent: SJB Services, Inc. Special Inspector: Richard N. Kraft, P.E. To the best of my information, knowledge and belief, the Special Inspections or testing required for this project, and designated for this Agent in the Statement of Special Inspections submitted for permit, in the areas of soils, structural steel, masonry, sprayed fire resistive material and concrete that are represented only by the attached reports which have been completed by this Agent, have been performed and all discovered discrepancies have been reported and resolved except as noted below. Comments: CF NEW Respectfully submitted, Agent of the Special Inspector r- cON:4171 Richard N. Kraft, P.E. `FG, moo. P4bFESStOtiP- Licensed Professional Seal or Certification „if Signature r' Date The Inspector, LLC 5390 State Route 11 Burke,NY 12917 Jr^, w (518)481-5300 (800)487-0535 www.theelectricalinspector.com theinspectorllc@yahoo.com A.E. Rosen Electric Ed Rosen 883 Broadway Albany,NY 12207 RE:Application 089598 August 30,2013 I have additionally inspected the following at Adirondack Community College at 640 Bay Road Queensbury,NY. Outside Lighting—6 2/pole 20amp circuits feed from panel CR 1-A Door Control: 3 20amp circuits 1 circuit feed from panel: LS I 2 circuit feed from panel: CR1-B 42 additional fixtures Round about driveway—5 wall packs Courtyard East& South: 4 wall packs, 6 pendent 5 wall mount minis 2 high hats Walkways: 4 pole lights Parking lot: 6 pole lights All metal halide lamps fr icl Q q � - 6' Inspection Form Town of Queensbury Fire Marshal O Periodic Inspection Date: ) 1I7 Time: 11 (3b 742 Bay Road,Queensbury NY 12804 o Re-Inspection / c, '--1v 518 761 8206/518 761 8205 CO Inspection Permit#: Fir Marshals Representative M Palmer Business Name: .� (.>t N 3 i177 r,c c�C�., Location: ,� r m�, .01/6. -- �•Q/vii GK Stillman Contact: Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES �� Exit Enclosure FCC 10240& FC1029 FC10 � r 13, - 1117/4c_.,1 117 Exit Discharge FC & FC1029 1��$t1�J1/,� �(� � • `,., S /� Locks and latches FC1008& FC1029.2 IA e2 A rdh Sign:Normal FC 1011 &FC1029 ( G /� Sign:backup FC 1011.5.3&FC1029.7.5 �d � 'L $ ✓�3) AISLES: 211Zi ...-/ 7� Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 —� ' �^ FIRE EXTINGUISHER: Hung FC 906 • 1/ Z Z J �2 Inspection of extinguisher FC 906 Cs—Au. EVAC Plan FC 404.6 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 ': pc NsS 7cn.) Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 euretPiklip Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803•804 Smoke Detectors FC 907 CO detectors FC 610 /± eR1- / (� ro�Q. SIU N1' fr 7 Clearance to Sprinkler/Ceiling FC 315.2.1 (� 1- 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) 9 � I i 'G -7 l r f* Fuel Pump Warning Signs FC2205.6 `-' Fuel Station Emer Procedures FC2204.3.5 14 B d ( Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 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 I LRt.�1r Sprinkler System Annual PRAM 4Jlj Sprinkler FDC 1 - Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual c i O 0 E 1:1'1: Knox Box:installed/checked FCS06 rn+�� aa QI�d W�q . i Operating Permit, if required will be issued after � ua uI a �� Completion of Inspection Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re•ue :'eiv d: Queensbury Building & Code Enforcement Arrive: 1c'°7./\ •m • Depart: OQpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ` / I NAME: A.,• \( 0.01 BUIL OR l PERM • #1 Z - 13?) LOCATION: DATE:`--- t -7-'8- ‘ COMMENTS: Y_ N NA Chimney/ "B"Vent/ Direct Vent Location V Plumbing Vent Through Roof 6"/ Roof Complete V Exterior Finish/Grade Complete 6"in 10'or Equivalent 1 Interior/ Exterior Guardrails 42 inch Platform/ Decks Interior/ Exterior Balusters 4 inch Spacing Platform / Decks v/ Stair Handrail 34 inch —38 inch / Step Risers 7"/Treads 11" Vestibules For Exit doors > 3000 sq. ft. V/ All Doors 36 inch w/Lever Handles/ Panic Hardware, if required :// Exits At Grade Or Platform 36"(w) x 44"(I)/ Canopy or Equiv. Gas Valve Shut-off Exposed &Regulator(18")Above Grade ✓/ Floor Bathroom Watertight/ Other Floors Okay V Relief Valve, Heat Trap / Water Temperature 110 Degrees Maximum J Boiler/ Furnace Enclosure 1 hour or Fire Extinguishing System ti/,i 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 1 / Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 Yz 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 V Elevator Operation and Signage/ Shaft Sealed Handicapped Bathroom Grab Bars/ Sinks/Toilets/1;lirrors_; -AOTVC*-\ OF M t Rn0 Handicapped Bath rParkin_9 Lot Signage �.�v d� yL' OR`-�'�� Public Toilet Room Handicapped Accessible f •� Handicapped Service Counters, 34 inch, Checkout 36 inch / \vo`�\_\ FLC , PP ✓ . Handicapped Ramp/ Handrails Continuous/12 inch Beyond [Both 4Th• RCi10E R iVn sides] _ \, Active Listening System and Signage Assembly Space incLv._66n � �6`L'' ) �� Final Electrical/ Flex Gas Piping Bonded E ,TEc c& 1i T\0 a / k O 1( i k 1% �1C j Site Plan/Variance required C—v3T Oc c b V O -' - 1 \v VAR 16C)1 Crii Final Survey, New Structure/ Flood Plain certification, if req. PR 113( c)t3 - €E As-built Septic System Layout Required or On File DF- . t`W tla- . Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler � //-----j— 0 C-=-_T-----0 - V�l Building Access All Sides by 20'/ Drivable Surface 20'wide V. . (! tic_„, Special Inspections/ Engineer or Architect Approval oR 1 L.-C1 Okay To Issue Temporary or Permanent C/O . . 0 vQb.)tc)E_ ,22‘ 11Htu l_ Okay To Issue C/C Commercial Final Inspection Report revised 11-27-2012 --- -1— '\1c)--b -1 -U F TKE i T5coRv R � OQ� rpts1 ) l Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins.• w ion request received: Queensbury Building &Code Enforcement Arrive: al am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: S Li A3 PERMIT#: I oZ— / 3 8 LOCATION: DATE: 3 COMMENTS: Y N NA Chimney I"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent L� / Interior I Exterior Guardrails 42 in. Platform/Decks 22S' WcitiL Interior!Exterior Ballisters 4 in. Spacing Platform/Decks 3 3`/ Wit) Stair Handrail 34 in.–38 in./Step Risers 7"l Treads 11" Vestibules For Exit doors> 3000 sq.ft. 3 2-/ All Doors 36 in.wlLever Handles I Panic Hardware, if required Y2$ Exits At Grade Or Platform 36(w)x 44"(l)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight I Other Floors Okay 90n `L vs, Relief Valve,Heat Trap I Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System • Fresh Air Supply for Occupancy/Ventilation Combustion 3 v Low Water Shut Off For Boilers 3/ t f,�1r sj Gas Furnace Shut Off Within 30 ft. or Within Line Of Site 41//0 Oil Furnace Shut Off at Entrance to Furnace Area rd 3 Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 '/z doors > 10%> 1000 sq.ft. R,it,0) s/.Hour Corridor Doors&Closers OA- 7/a Q« Firewalls I Fire Separation, 2 Hour, 3 Hour Complete I Fire Dampers I Fire Doors t''i -r' Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30°x 20"x 30°(h), Crawl Space Access 18"x 24" l Smoke Vents Or Fan, if required � �� L>-01 � �� Elevator Operation and Signage/Shaft Sealed ' f�,�,�,�., ,Q, Handicapped Bathroom Grab Bars/Sinks/Toilets � �a f Handicapped Bath I Parking Lot Signage V jh�kf/ /+1; g`21 's~ Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" u� t!'' �� ' y Handicapped Ramp/Handrails Continuous/12 in. Beyond[Both sidesL j ce_el� �f� M��•7 �L Active Listening System and Signage Assembly Space ��`, Final Electrical/Flex Gas Piping Bonded Site Plan I Variance required Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway>4' Water Fountain or Cooler Building Access Ail Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent C!O Okay To Issue C/C L:1Building&Codes Forms\Building&Codesllnspecton Fonns\Commercial Final Inspection Report.doc Revised January 7,2008 • Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection r -,-st re'ei d;/ Queensbury Building & Code Enforcement Arrive: ' • epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Ini ',• •. NAME: PERMIT #• -` 1 LOCATION: o yG DATE: ,I — 5 - \--17 COMMENTS: Y N NA 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 inch Platform/ Decks Interior/ Exterior Balusters 4 inch Spacing Platform / Decks Stair Handrail 34 inch-38 inch / Step Risers 7"/Treads 11" Vestibules For Exit doors > 3000 sq. ft. All Doors 36 inch w/Lever Handles/ Panic Hardware, if required Exits At Grade Or Platform 36"(w)x 44"(I)/ Canopy or Equiv. Gas Valve Shut-off Exposed & Regulator (18")Above Grade Floor Bathroom Watertight/ Other Floors Okay Relief Valve, Heat Trap / Water Temperature 110 Degrees Maximum Boiler/ Furnace Enclosure 1 hour 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 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 Handicapped Bathroom Grab Bars/ Sinks/Toilets/ Mirrors 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] Active Listening System and Signage Assembly Space Final Electrical/ Flex Gas Piping Bonded �� E • Site Plan/ Variance required .4C5 /7\ N Final Survey, New Structure/ Flood Plain certification, if req. t As-built Septic System Layout Required or On File ��DtJ Building Number or Tenant Address on Building or Driveway 4" c Water Fountain or Cooler ,� ' Building Access All Sides_by-20'-//-Dr-ivable_Sur_face 20'wide Special Inspections/ Engineer or Architect Approval • l , Okay To Issue Temp. . • . ° en JD Okay To Issue C/C Commercial Final Inspection Report revised 11-27-2012 9, y� � 2e Document G7O4TM - 2000 Certificate of Substantial Completion PROJECT: PROJECT NUMBER:03787.00/ OWNER:❑ (Name and address) CONTRACT FOR:General Construction ARCHITECT:❑ Adirondack Community.College CONTRACT DATE: Student Housing CONTRACTOR:❑ Queensbury,NY 12804 TO OWNER: TO CONTRACTOR: FIELD:❑ (Name and address) (Name and address) OTHER:❑ Adirondack Community College Bette Cring Construction 640 Bay Road 22 Century Hill Drive Queensbury,NY 12804 Latham,NY 12100 PROJECT OR PORTION OF THE PROJECT DESIGNATED FOR PARTIAL OCCUPANCY OR USE SHALL INCLUDE: Entire Project The Work performed under this Contract has been reviewed and found,to the Architect's best knowledge,information and belief, to be substantially complete.Substantial Completion is the stage in the progress of the Work when the Work or designated portion is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use.The date of Substantial Completion of the Project or portion designated above is the date of issuance established by this Certificate,which is also the date of commencement of applicable warranties required by the Contract Documents,except as stated below: Warranty Date of Commencement ALL „ter, August 2,2013 Cannon Design August 2,2013 ARCHITECT BY DATE OF ISSUANCE A list of items to be completed or corrected is attached hereto.The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.Unless otherwise agreed to in writing,the date of commencement of warranties for items on the attached list will be the date of issuance of the final Certificate of Payment or the date of final payment. Cost estimate of Work that is incomplete or defective:$49,240.00 The Contractor will complete or correct the Work on the list of items attached hereto within Zero(0)days from the above date of Substantial Completion. Bette Cring Construction CONTRACTOR BY DATE The Owner accepts the Work or designated portion as substantially complete and will assume full possession at (time)on (date). Adirondack Community College OWNER BY DATE The responsibilities of the Owner and Contractor for security,maintenance,heat,utilities,damage to the Work and insurance shall be as follows: (Note:Owner and Contractor's legal and insurance counsel should determine and review insurance requirements and coverage.) As of the date of Substantial Completion,the Owner accepts all responsibility for security,maintenance,gas,electric and damage to work not noted on the attached list. AIA Document G7047"—2000.Copyright®1963,1978,1992 and 2000 by The American Institute of Architects.All rights reserved.WARNING:This AIAe Document is protected by U.S.Copyright Law and international Treaties.Unauthorized reproduction or distribution of this AIA5 Document,or any 1 portion of It,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 14:22:55 on 08/02/2013 under Order No.2443833382 1 which expires on 10103/2013.and is not for resale. User Notes: (1212435779) Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reque 'ce'► ed: 4?arn,,, Queensbury Building &Code Enforcement Arrive: y.-c. am , 4 part: as 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:— z- •NAME: Ut. '1 (L t�� C�C�►� ,F1C' PERM! #: 1 7 -1 LOCATION: • • ga DATE:/ �, -- 2_ -1 2 _,.. c7m.c_,„‘ cc C)c) c� N)v,\-'. `o COMMENTS: l) Q� ,) ,DtJ1-� 'Y N NA Chimney r6 nt/DirYectom'ent Location \/,, Plumbing Vent Through Roof 6"/Roof Complete V/ Exterior Finish/Grade Complete 6" in 10'or Equivalent Interior I Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in. -38 in. /Step Risers 7"/Treads 11" I Vestibules For Exit doors> 3000 sq. ft. / 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 / Floor Bathroom Watertight I Other Floors Okay L% Relief Valve, Heat Trap I 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 V Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 1/2 doors 13 '0 1 a_ t%Q*o0 > 10% > 1000 sq. ft. CAA l %Hour Corridor Doors&Closers V /1' Firewalls/Fire Separation, 2 Hour, 3 Hour Complete I 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 Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath I Parking Lot Signage 7 Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond [Both sides] Active Listening System and Signage Assembly Space in l Electrical/Flex Gas Piping Bonded -'y ` � \ F a I p g \ f 'v�\-�\�� Site Plan/Variance required f Final Survey, New Structure/Flood Plain certification, if req. c E'%0V---.As-built Septic System Layout Required or On File L1(__A-W tc Building Number or Tenant Address on Building or Driveway 4' (ii) Water Fountain or Cooler — �� _AC_-- €r'l_- Building • ..I-Sides by 20'/Driveable Surface 20'wide ,/ � �\o t'- 1RW MJ A!i Oka Toiss.eTem.. • •e.+ C anent CIO ; ., ' ''Jf- - t c aJ Okay To Issue C/C ' U L:1Building&Codes Forms\Building&Codesllnspection Fonns1C••• • '.1 Final • •:«'on R-•• .doc Revised January 7,2008 4J L1 1 6 THE INSPECTOR A certificate evidencing compliance for the electrical installation covered in application noted below is being processed. This certificate will 1+ 411 . "i Aiii s�.all io inspected on � et 0 41, s . , .�. ' � n Number \IIi l ' 1 ii �„ Inspecto Olt., flOb Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requ:. •c iv-d: Queensbury Building & Code Enforcement Arrive: ,3t am M. Depart: 3 o w.ampm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial pm r V PERMIT . LOCATION: MINIIMMIlit 10 DATE: ' — u PR — OCC \ �F i�EI JW O R�-C\ X14COMMENTS: Y � IV NA Chimney/ "B" Vent/ Direct Vent Location Y Plumbing Vent Through Roof 6"/ Roof Complete t— Exterior Finish/ Grade Complete 6"in 10'or Equivalent r��... MC4•4)\VIL Interior/ Exterior Guardrails 42 inch Platform / Decks Interior/ Exterior Balusters 4 inch Spacing Platform / Decks Stair Handrail 34 inch– 38 inch / Step Risers 7"/Treads 11" Vestibules For Exit doors > 3000 sq. ft. ` � �� 00.All Doors 36 inch w/Lever Handles/ Panic Hardware, if required Exits At Grade Or Platform 36"(w)x 44"(I)/ Canopy or Equiv. 1e`o42 ` Gas Valve Shut-off Exposed &Regulator(18")Above Grade Floor Bathroom Watertight/ Other Floors Okay � Relief Valve, Heat Trap / Water Temperature 110 Degrees Maximum Boiler/ Furnace Enclosure 1 hour 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 1/2 doors > 10% > 1000 sq. ft. / 3/4 Hour Corridor Doors &Closers V 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 Handicapped Bathroom Grab Bars/ Sinks/Toilets/ Mirrors 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] Active Listening System and Signage Assembly Space Final Electrical/ Flex Gas Piping Bonded Site Plan / Variance required Final Survey, New Structure/ Flood Plain certification, if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'/ Drivable Surface 20'wide Special Inspections/ En ineer or Architect Approval Okay To Issu Temporary or Permanent C/O Okay To Issue C/C occO Y ( i �NR-`�1 1 � Commercial Final Inspection Report_revised 11-27-2012 CCr D l-� 13 v` D1 �Z— Commercial Final Inspection Report Office No.: (518) 761-8256 Date inspection ues -•:-iv-i Queensbury Building & Code Enforcement Arrive!: " %C ; a ' Depart: ‘V-CC.`{aiipm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , NAME: L31 ... CA C GA (� _Tio c 11/ Z ) PERMIT #: ` — 1: LOCATION: Cc,1_\C c--)-)F11` f� \) DATE: 7-2-to- I.3 1 OC.0 0 Vv\kA k DF- LA CkiffiD\W—filYe-)COMMENTS: y N NA _ Chimney/ "B"Vent/ Direct Vent Location — C ��LC1 Plumbing Vent Through Roof 6"/ Roof Complete - ! 1 Exterior Finish/ Grade Complete 6"in 10'or Equivalent ,/ \-----7‘R _-_-� c �--AAM--- Interior/ Exterior Guardrails 42 inch Platform/ Decks ✓ '-T- - 1J o Interior/ Exterior Balusters 4 inch Spacing Platform / Decks Stair Handrail 34 inch - 38 inch / Step Risers 7"/Treads 11" ,( Vestibules For Exit doors > 3000 sq. ft. I / /All Doors 36 inch w/Lever Handles/ Panic Hardware, if required ‘/. f Exits At Grade Or Platform 36"(w) x 44"(I)/ Canopy or Equiv. / Gas Valve Shut-off Exposed &Regulator(18")Above Grade _ Floor Bathroom Watertight/ Other Floors Okay / Relief Valve, Heat Trap / Water Temperature 110 Degrees 11,1ximum V)ZE k_ \r^\\ +�R? Boiler/ Furnace Enclosure 1 hour or Fire Extinguishing System 113C \L_\,=-‘-"vW 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 1/2 dc Jrs > 10% > 1000 sq. ft. 3/4 Hour Corridor Doors &Closers ./ Firewalls/ Fire Separation, 2 Hour, 3 Hour Complete/ Fire De mpers C-O \ \(ZE._. J Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame _ C-H v`--\A 1 'l 6 _ _vr R Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24' C-4M))/ CH g tA1l Smoke Vents Or Fan, if required Elevator Operation and Signaqe/ Shaft Sealed _ / -6TR\R--T-6tE�1) Handicapped Bathroom Grab Bars/ Sinks/Toilets/ Mirrors J Handicapped Bath/ Parking Lot Signage ,f, eul3tom__ TO Public Toilet Room Handicapped Accessible IP Handicapped Service Counters, 34 inch, Checkout 36 inch 1�'��Ec �� - 10� Handicapped Ramp/ Handrails Continuous/12 inch Beyond [Eoth _6\-\o-v--\-6 v--b_ h sidesl /CLA--V-NOLG /Active Listening System and Signage Assembly Space ' Final Electrical/ Flex Gas Piping Bonded r Site Plan/ Variance required _ Final Survey, New Structure/ Flood Plain certification, if req. V- c, -11-NE As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" 'eviD \L Water Fountain or Cooler D� lfl� Building Access All Sides by 20'/ Drivable Surface 20'wide .� . . ti- -N- `O Special Inspections/ Engineer or Architect Approval C-O VIt`AD Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection Report revised 11-27-2012 Commercial Final Inspection Report D Office No.: (518) 761-8256 Date Ins•=ction ues - •-4 •: Queensbury Building &Code Enforcement Arrive: "Telt • Depart: am 742 BayRoad, Queensbury, NY 12804 Inspector's Initia s: rY NAME: E t.0 AO►QotJIAc V\ PERM . % 7 I :3 LOCATION: .. i fi ! c) DAT - A/e•--i.3 COMMENTS: 1 N NA 13`^ iAd-11 �� it\ Chimney/'B"Vent/Direct Vent Location V Plumbing Vent Through Roof 6"/Roof Complete C Exterior Finish/Grade Complete 6" in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform I Decks / 2:121- , gp'G(2 Interior I Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. I Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq. ft. -- c2A A 1P--0 i..1 All Doors 36 in. wiLever Handles I 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 ✓� `(_ C Q t-L, Floor Bathroom Watertight/Other Floors Okay 1\ 1_15-c Relief Valve, Heat Trap I Water Temp.110 Degrees Maximum �( ` Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System ✓ LSC=\ 0(1 Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers fi `U 1� G F Gas Furnace Shut Off Within 30 ft. or Within Line Of Site _ � Oil Furnace Shut Off at Entrance to Furnace Area �/ -776-\E GQ- \ �("'��(_-� Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 '/4 doors > 10%> 1000 sq.ft. '/+Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour, 3 Hour Complete I 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" NiNiciAE-P2 Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks I Toilets 1/ '-\G Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification, if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access All Sides by 20'I Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/O L:\Building&Codes Forms\Building 8 Codesllnspection Forms\Commercial Final Inspection Report doc Revised January 7,2008 Lte Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insiection-rei,,Ai Queensbury Building & Code Enforcement Arrive: VA If .j 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: I NAME: -S U. ) PERMIT • / a`13 O LOCATION: 3b r rr INSPECT i ': ?*'-?3y13 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs /Headers Truss Specification Provided 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes/Bearing Walls Metal Strapping for Notches Top Plate 11/2 (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 ans water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping �p - 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_Revised_02 05 13 Framing / Firestopping Inspection Report .'� .A g--i D Office No. (518) 761-8256 Date Inspection requ: r•i ed: Queensbury Building & Code Enforcement Arrive: \ C .-7J2 s 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , NAME: S coN PERMIT# l . `/ 3 $ LOCATION: NNS INSPECT I : 7 -- jU1 13 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs /Headers Truss Specification Provided 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes/ Bearing Walls Metal Strapping for Notches Top Plate 11/2 (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 ans water shield 24 inches from wall / Fire separation 1, 2, 3 hour OV ED o LOCH vV Fire wall 2, 3, 4 hour etlt , \ Tb @ 'h LL"j`p FUJCV. Firestopping L-Co uNtl 1>- f_)=3,p\)E co too EL`lOtt m Penetration sealedDc 16 inch insulation in cavity min. �CAA O Garage Fire Separation TCS C_0 UVJ i'\ c\th, House side 1/2 inch or 5/8 inch Type X �P c `� + ,/'L_ ` Garage side 5/8 inch Type X �'� Ceiling/wall L-eA 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_Revised_02 05 13 Framing / Firestopping Inspection Report. Office No. (518) 761-8256 Date Inspection -• •e- ved: i 3 Queensbury Building &Code Enforcement Arrive: IC a ► part: arr pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: i-.; ^)rn. _s PERMIT#: LOCATION: ^F;#ti �di INSPECT ON: ! 3 71e4 TYPE OF STRUCTURE: _ � ( 17.)ede_.,6)- x [ N NIA COMMENTS: Framing l Attic Access 22" x 30" minimum ,� CI— Jack Studs/ Headers ( �l ► '� Bracing / Bridging Joist hangers �J 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. 3 V. Notches/Holes/ Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour �irestopping ' Cfx— E-Xi: NL etratliin sealed 3T 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:1Buiiding&Codes Forms-OLD18uilding&CodesUnspection Forrns\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Rep t Office No. (518) 761-8256 Date In Lection eq . 'z ed: Queensbury Building & Code Enforcement Arrive: • = a ii.-,n( 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r NAME: �0rJ\R 'A D\ Q_Ot3DACA4 PERM! #: (Z- 13c) LOCATION: CO LID 0 ` R Pt D INSPECT ON: 61-13-113 TYPE OF STRUCTURE: C_CV`'IDi3 P REA Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs/Headers Truss Specification Provided 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes/Bearing Walls Metal Strapping for Notches Top Plate 11/2 (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 ans water shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3, 4 hour WPM*/ F 1 ccc) C0F1 C 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 /I 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.O sf grade Design Professional Sign-off, If required • Framing Firestopping Inspection_Revised_02 0513 __..5..5', 744.:K2. :, Contract jelAlbany Office to Drillingand (Li 's 5 Knabner Road Mechanicville, NY 12118 Testing Phone: 518-899-7491 Fax: 518-899-7492 SERVICES, INC.: INSPECTOR'S DAILY REPORT Project: Ac. o r2,rA ' 5 Date: //o / 1 ____ 5 Client: S CA, N l/ A c c Day: AA a Ni 0 A y Contractor: BE{E cIL/ NNC— fp cL( cU Sy3fE,,, . Weather: cLc‘_ D , Project Number: A r - 1z- Temperature: 5-3 - °F Wind: -- OBSERVATIONS: The undersigned SJB Services, Inc, representative was present at the above referenced project site for the purpose of • A f1e_ g P!Lao r LN5?Fc r /al,‘ P2oM My LAST v ) 5- t f T i1646 tom- W / Atga'A `.5 iKf1/4T 1.16EPA.T cK woR. f- — 1 D 85ER-VE1) 'A L-alk 3o P , t x - P A B A. C or Fitz e PrzooF.,,c- 1 1r t EE/AL A N is i,`5E t t' To PA t c14 A RA A 'S 7/1 A T HAD 5%EEL 5t-1ow i iv 6- 1,.. 1 PF it toogtv1/4.6, o A a'c�LL t At 5P,CC T/Q Al o r 45.'Ac_.#4, AF L`o o Q Cl - `r) co6L j=,R- " P/1-oocinrc , j_.. i oc -i" A•r.' Aobi 7,c 'AL (SIAREA 's Tf-/A T N666E7 Fkrc.t.l Vsto,ttz l)v_E To a i$rte- Co ,uIrZAcrc. it '5 — ALL AgEA ' S 3n/t7n hg. i t � jic �, u./E/ Fi Eb To try SA715 F.A C7 t c:3 1v ----C, -(Ly 0i./ s CoLu._AA r1 NEE 0a `5 To 3E Fa r Et7 CoLe-c>ANI b - S6- BECA '- of HEl CLoSEpJEss e , TH1 -8 (....0c WALL. , McL op 5y57Et4 /S o- , tA 3LE To 5?4AY ot2 Af'PL>, 'f'kg PrAccF1,kf - ; 7-1-16 ), W/ 4.4 /x5/,6,0 FR-1,04s. E -)t.t THE co -c-.ut.c A M rJ 71461-f A?fiLy Fttt E fitooritkfG-. SJB Representative: d2-- 0),;(zde" Respectfully submitted: '- SJB Services, Inc. Hamburg, New York Cortland. New York Albany, New York 800-821-591,1 800-296-5740 888-248-8903 . i:. I SCflvlc C;;, ii c DAILY WORK REPORT Project ti Date GG DoA N\ S 67i0 / 3 Location 134`1 11.0'4`1 I Report No. Project No. cct:Et45awa.Y ) Ny I i A ,- "-- Client S hl y f�•t Ge- Last First Name of Employee A' u LLENr D6Al4 Services Performed: ❑ In Place Density ❑ Concrete Testing Coring — Non-Destructive Testing • • ❑ Sand Cone ❑ Cylinder Pick-up Asphalt Visual Radiography ❑ Nuclear ❑ Sample Pick-up ` Concrete _ Mag.Particle Ultrasonic Asbestos • ❑ RHII ❑ RHIII ❑ Project Monitor le Other(Explain) fig. P2oc F 1145 PEci/o N Work Performed/Observations/Remarks: - SIRE P - o f 3K5PecTrcN FaLc_ -s,7E a:paspec— or ALL (3 ) FLools - toc- -i %‘, r IN2 A s Tt#Ai /vE00E6 PA-Tc-if wN.og- r" '- ALL Ag-6/1/4 5 wEQEFixE t7 ti oBSERVa-tD LhacR (ix F_ACW AREA -- Gotr..-Nek D — S 6 wie.L 8e F , xfD oN cr//y /' 3 Fe. e DAY CNEG' e7 f o FiAIAE rlr C0 Lit 0\d'1/4 N Travel to Site lime: Vet g/Z- Arrive Site Time: '$ % A - Mileage to Site: 3 S Lodging: Return Travel Time: /t/ H - Leave Site Time: 2 ;0e> P M Return Mileage: 35 Meals: Equipment Load Time: Hours for Lunch: Total Milage: Film: Total Billable Travel: ( /Z l Total Billable Site Hours: 6144" Tolls Incurred: .. .ui.ment: Verification By Client's Representative(If client available): Units Rate Subtotal I hereby verify that SJB Services,Inc. Bfilable Hours Reg. personnel performed on site services Billable Hours O.T. as stated above: Trip Charge Billable Mileage Tolls Signature of Client Rep. Troxier Rental Equipment Charge Film • Other Other Technician Signature Other • [ Other JOBSITE QUALITY INSPECTION DEFICIENCY REPORT PROJECT: A G G Do g.m. 11 PROJECT NO.: A3- CLIENT: t `CLIENT: cA.N C C DATE: //o / 1 3 M o ia 1i A GENERAL CONTRACTOR: 'i E.-TT C (L, } i4 C h( c SUPERINTENDENT: D IkI t f2 os, 600 /at,, RESPONSIBLE CONTRACTOR Afa c L 6.o .0 S y 5 I grA SJB SERVICES, INC. INSPECTOR: 0E.A t+•r -AA wL.LG ref CONDITION: >k I LA5 / 1/ i5- / i ALL of HANG-P.4 '5 TcBEkW's HADTe $F_ P,47cflail — fA ic14. g- r 0 ( ) COL• 14115 c) 1.1 Fro(si Ftoo 2 --4:7 ‘ AiLEf.'s criv V scc.*r"D FLof NAges)£a ?ATc /4 vvor egg s> )4E/kg- DRyeA VFN r F P A,t boo(t. vuA s v 'D fLooi&. soc=%M 5/DE — /glAD FL Do f- � N6Ag- 17ooR- tr�!� Soc�iH r Th SUGGESTED CORRECTIVE ACTION: x u- P T H E f,4¢ E P K o o ii rc c- ii T Ea. J s T N b ® Seit ieF LA80t2 PA-rc1f ALL AILr5:A '5 "FHA i A/L, D6 / c. -- ALL_ A R, A ' srtxf- b ‘,//o //3 DATE ACT I CONDITION CORRECTED: Cho//3 Moil d AY ACT/CONDITION CORRECTED BY: B Eire. C L r u 6 C . CC: REVIEWED BY: .6// 0 / r3 NL © NDA • 54.4. Ny A cc Ft E 71Aoe.) r y T.i Sf,e.c 1oiv Cti6c.k ir foss V I.) Ccs•f�y.�.r� .i r Lo c� s� Z ' ' .3) 2 a►•17 P Loo R. 74.64:- 6 Aµ P LE. I At K f rt , P0.0 && $ch 14- ire42 oee u 4 A i ,& ' 1 0 z N1+D FLooI- HA Lt_ w� $E/41A. C " x L . s it co kh. Z K D f LOO IL- D g oie N. z 'x z' L :±ETI. _ - -_;--..,— .—._. 'G) A t.ia_ ORyEg. V1514' piPF Roof Dicic 7) 1 N ILooM. SE goTrot� bendµ- cautD �cooA_isi!t7;1. *'� Jr__ 61) 8d77 oxA. $Ear 1 Jv RaoM SEc oK 0 I'Loo f... (,4,u►E 8E+.,. AS R'7 • 1) 2rco f Lott. u�kf. Deoa.wa ( aoTloM sfe.vc. so«.71.1 st�� !O' .5.bo.,.@ Ag_Fa A5 #`t oi./ 5R.D rLoa L .._...,_--_..___..._._...___._ .._.�._ c Framing / Firestopping Inspection Report rn- c( I Office No. (518) 761-8256 Date Inspectiio -•• est -•-' ed: Queensbury Building &Code Enforcement Arrive: 9'. i? - p a=part: c1' m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia ��..n NAME: U fU ERMIT#: 9 3 �`s7 LOCATION: INSPECT ON: TYPE OF STRUCTURE: 0— A v ) Le--„rst_.,\I-,,1/414---A.1_c-a— y_ N IV/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs I Headers Bracing I Bridging Joist hangers -rZ 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 1 Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour P .EAKFire wall 2, 3, 4 hour Firestopping f\7 E R V-723S> �� Penetration sealed 3Tc 's"{ - "'7 �i� 16 inch insulation in cavity min Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade L:\Building&Codes Fomu-OLD1Building&Codo.,sUnspedion Famns\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection ;• =st ::,,,,,i - •: Queensbury Building &Code Enforcement Arrive: ►V°6. 41,pm • :part: I I \C am Dm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: .. : : th, RMIT#: 11,- l LOCATION: Lo'-\D 9)F , R n INSPECT ON: --2i-13 TYPE OF STRUCTURE: y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum O ooh H 4\ \3\-e-\ wv,.36 yT> Jack Studs/Headers �c oik. 9,00 V- Vz TFCC 1 DoJ'D t Bracing/Bridging C_o(:),PN‘ Out o CX:. Roc p RR1e5 Joist hangers Jack Posts/Main Beams \3 Ea5T!,_ 1y EC1\c)0\(_ \ ) 4 EL,EC acFi Exterior sheeting nailed properly Co1. pot 12" O.C. g C_oc�+C�1_,E E ALL__ jREi�v e RE ) Headroom fi ft. 8 in. Stairwells 36 in. or more Fe € E-6 T 0V1>J6 L 1 ALL LJTLLe 1 ‘ Exterior Deck Bracing ROOMS 41 co v_2_‘c- c c Cis? 6 . Headroom 6 ft. 8 in. \-\ogt L o►sT B L N Egc 1C i Notches/Holes/Bearing Walls 'Ver�EW1ptliTh , S3p H ‘, t>Jc Metal Strapping for Notches Top Plate (-- 15T t-LOo� 6c7v\-\ t tJ�1b 1 h(w) 16 gauge (8) 16D naris each side REAR e R G�� e e t t. C�� Draft stopping 1,000 sq. ft. floor trusses p�� ND �`�� , Anchor Bolts 6 ft. or less on center r� Ice and water shield 24 inches from wall v ALL- 51F\ & Ec-1--O632_ Ji Fire separation 1, 2 3 hour to°11-%7- . / '-)�A-0� 6)NG Tj Mvby \---\.4,1 E 'R 1� 11,5Et'►?1-1 11 v 1_u V�(�� Fire wall 2, 3, 4 hour i T-N-stE C2_ \. 1;2__ S) .I.VE_-v� ,6�'A _� l Firestopping 1kDRi zc iAt tO,EM i;m 0D Penetration sealed0 -f:E-OC,Sk- ‘ADk-zza-{ 16 inch insulation in cavity min. ''.X ,l' v Garage Fire Separation - ) 13 c3-7. E_� House side%inch or 5/8 inch Type X -‘-, 6 p--�� Garage side 5/8 inch Type X 1J , Ceiling/wall 16 K) ( , ,F W_F -`-D?�` G Windows Habitable Space/Bedrooms 24 in. (H) C-- C C-\* �I__UO 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Fortes-OLDIBuilding&CodesUnspection FormsWraminp Firestopping Inspection Reportdoc Revised January 7,2008 113 Request for Information 1128-027 _ Detailed,RFIs without Routing Information Grouped by RFI Number BETTE C RI NG CONSTRUCTION GROUP SUNY Adirondack Student Housing Project# 1128 Bette&Cring,LLC 640 Bay Road Queensbury,NY 12801 Tel: 518 213-1047 Fax: 518 213-1050 RFI#: 1128-027 Date Created: 3/13/2013 Answer Company Answered By Author Company Authored By Cannon Design Judith Richards Bette&Cring,LLC Bryan Lamansky 2170 Whitehaven Road 22 Century Hill Drive Grand Island,NY 14072 Suite 201 Latham,NY 12110 Co-Respondent Author RFI Number Eric Gottorff 1 Subject Discipline Category Residential Wing roof penetrations Architectural Plan Clarification Cost Impact Amount Sched Impact Days Dwg Impact No No No Cost Impact Comments Sched Impact Comments Dwg Impact Comments Cc: Company Name Contact Name Copies Notes Bette&Cring,LLC Dave Roseboom 1 Bette&Cring,LLC Dick White 1 Cannon Design Eric Gottorff 1 Cannon Design Keith Alf 1 Cannon Design Ron Curtis 1 Question Date Required: 3120/2013 Please confirm that the mechanical pentrations through the HC plank roof residential wings do not require any fire-safing. Suggestion Answer Date Answered: 3/22/2013 Penetration firestopping is not required at the roof penetrations on the Plank area's.The intent of the firestopping is to protect smoke and fire migration from one floor to another floor or roof space,or from one concealed area to another. Since ther is no roof space above the plank and the plank is grouted solid at the ends,firestopping is not required. Prolog Manager Printed on: 3/22/2013 BC2001_DATA Page 1 CANNONDESIGN Answer to RFI No. 0027 Title: Please provide a detail for the req Project: Adirondack Student Housing Cannon Project Number: 03787.00 To: Bette&Cring Initiated: 3/14/2013 22 Century Hill Drive Completed: 3/21/2013 Suite 201 Required: 3/21/2013 Latham,NY 12110 Attn.: Bryan Lamansky REQUEST: Please confirm that the mechanical pentrations through the HC plank roof residential wings do not require any fire-safing. ANSWER: Penetration firestopping is not required at the roof penetrations on the Plank area's. The intent of the firestopping is to protect smoke and fire migration from one floor to another floor or roof space, or from one concealed area to another. Since ther is no roof space above the plank and the plank is grouted solid at the ends, firestopping is not required. Answered By: Cannon Design Signed: Eric Gottorff Date: 3/21/2013 Expedition® Page 1 of 1 ';4 AP ( ,..:113: Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re u I,s • " • ': _/ Queensbury Building & Code Enforcement Arrive: =-OQ taiTil 742 Bay Road, Queensbury, NY 12804 Inspector's Initial •111 !' 1v.DO NAME: 5 JN`( k1)L ;'��i c/tL_ P• : i' T#: ( 2 LOCATION: (Q ,(C! 0 e--)0,7,,..c40 INSPECT ON: S-//G i 3 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum 4 e� RcP(4----- Jack Studs/Headers ILfr lil' 2'1 I Truss Specification Provided S® 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes /Bearing Walls Metal Strapping for Notches Top Plate 11/2 (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 ans water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour / Firestopping /-)1 ()/C ( Clic vtif (_,-- A-)C- �� Penetration sealed cc ‘Ltv 16 inch insulation in cavity min. iX 5 ` ",.._ o 0 V____ Garage Fire Separation TCG , �� House side ' inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 05 13 Framing / Firestopping Inspection Report UJ e_a g v 10 (fLailir Office No. (518) 761-8256 Date Inspection uest : •:(ved: Queensbury Building & Code Enforcement Arrive: 92 '_,rt; I -part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initial-: NAME:_ S ft "ERMIT#: g LOCATION: INSPECT ON: TYPE OF STRUCTURE: _S„ _ r Y N N/A COMMENTS: Framing • • Attic Access 22" x 30" minimum A tODe. UQ-l\ n� Jack Studs/Headers Bracing / Bridging Joist hangers Jack Posts/Main Beams C.— \ C-\ •1_:2 � H\V 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 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 I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:\Bulidiing&Codes Fomes-OLD\Building&CodesUnspection Fomrs\Framing Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date inspection st r Ived• Queensbury Building & Code Enforcement Arrive: \U-c%, De rt: AV=-7Zm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: .S PER T ##: j q-13 g LOCATION: r� _ INSPECT ON: TYPE OF STRUCTURE: r-- 3'78- %(o '1 N NIA J a rl Rough Plumbing /Nail Plates � Plumbing Vent 1 Vents in Place 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 Tyvek or Similar Exterior Sealant _ Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace I / Duct work sealed properly 1 No duct to•e .1r. + I Ct COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 / I Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ( / 1/3 Queensbury Building & Code Enforcement Arrive: //6') arn/per Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: unvy i a_c•A .,l,-0(-,� PERMIT #: I LOCATION: (c C r /� 7?0 INSPECT ON: `1/1 TYPE OF STRUCTURE: Sts V _ _ V N N/A Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet /change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes _— Pressure Test Water Supply Piping Air/ Head 50 P.S.1 for 15 minutes Insulation / Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Dpor-/Window Sealed (No Insulation) u of Water Piping Insulation / r uired unheated spaces ''X'/1044,7 Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 Framing l Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: __0_013 Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: '/ �o l�?- 3� NAME: I - Y A /� k e-q� PERMIT#: -4 LOCATION: — INSPECT ON: ,F� . o l3 TYPE OF STRUCTURE: - ... ` N N/A ✓ COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers 5-01.A-174-\ Bracing /Bridging c� �_ A C Joist hangers e rW' `�L Jack Posts/Main Beams (� Exterior sheeting nailed properly Lie 12" O.C. Headroom 6 ft. 8 in. (,�' Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches I Holes/ Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour /- v � Fire wall 2, 3, 4 hour _ �-AP 111 // / C�� J Firestopping S„J I•L Penetration sealed 16 inch insulation in cavity min. _ �� J10n fear,}, ,,v Ie-n�4) S4/-*Garage Fire Separation ► ,/ House side % inch or 5/8 inch Type X `-1u/.e1 Garage side 5/8 inch Type X �/ Ceiling/wall IK(,t,- i%d �r l: tc/"t Windows Habitable Space I Bedrooms � 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buiiding&Codes Forms-OLD\Building&Codes\Inspectian Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reque: ed: 1 Queensbury Building &Code Enforcement Arrive: =Z0 a 4i�.`0=part: { �C_ a /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: .' NAME: f-Y _ ��. ► {�J )0-0\1i-- l� -ERMIT#: ) Z LOCATION: ( ' L1 ) A PA--/ INSPECT ON: 3 TYPE OF STRUCTURE: r�\� l✓�,�-- Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing /Bridging C y1 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 I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center /17) Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping ,;f Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side1/2 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 L:1Buitding&Codes Forms-OLD\Buildiing&Code Inspection Farnts\Framing Firestopping Inspection Repoitdoc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re,ue;yl r- ived: Queensbury Building &Code Enforcement Arrive: boo a Grin-part: '-2-6c,2D antfr 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1. ;w NAME: 0 1 IOC PER #: 17_ LOCATION: C. * INSP CT ON: 3 - TYPE OF STRUCTURE: \ l �,J V L• - Y N N/A Rough Plumbing FIZIFIGTe—s-17rpt Plumbing Vent/Vents in Place . 1 '/z inch minimum Drain Size J Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction —4/ Pressure Test pVent. or 10 ft. above highest connection for 15 minutes %. Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation I Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ : : Queensbury Building & Code Enforcement Arrive: 7"nil am; • = rt: �..�.-2O am/(mom 742 Bay Road, Queensbury, NY 12804 Inspector's Initial • r AdIV NAME: n U t B D% �U �D RMIT #: , LOCATION: (9'-10 E3 AN R O o D INSPECT ON: -- 7_1-t3 TYPE OF STRUCTURE: ' Y NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 ' inch minimum Drain Size ashing Machine Drain 2 inch minimum rCleanout eve 100 feet/chan•e 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 I Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If r- I uired unheated s.aces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I insulation inspection Report Office No. (518) 761-8256 Date Inspection reque . t . a _ -� QueensburyBuilding & Code Enforcement Arrive: '3=30 aml • : rrf�p � .� �_ � 742 Bay Road, Queensbury, NY 12804 Inspector's Initia : ,. NAME. ,kJ- 6k1\ a RMIT #: k Z - 13 LOCATION: ( ._ • r. ,4-A ! #\ INSPECT ON: =� -ZO-Ij TYPE OF STRUCTURE: ,/-;z, n--V\ \ C-3 L6 �� k\ 1 bT '-L0bK _ Y N N/A Rough Plumbing / Nail Plates T\�1 L Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test 1--k"Drain /Vent r 5 P S.I or 10 ft. above highest connection for 15 minutes 114 ...N.:`�T `" ' Pressure Test Ft:- V i.-51 ‘ F• Water Supply Piping �� ``LA 'VA-3)6 Air/Head 5'4'kj� � 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct 1 Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Repoitrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation inspe'� ion Report Office No. (518) 761-8256 Date Inspection re - • :ceived: Queensbury Building &Code Enforcement Arrive: Z.°,.:30 a •�� Depart: c".3 a(5 arr 742 Bay Road, Queensbury, NY 12804 Inspector's Initial.. /►� NAME: PERM #: LOCATION: • •L- • INSPECT ON: ,-2)- 19-1 3 TYPE OF STRUCTURE: b Y N NIA Rough Plumbing /Nail Plates *• •-rA AL i Plumbing Vent/Vents in Place 1 '/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test v/ -61UT1-k ter Supply Piping // ' Head ✓/ 1�T L0oZ GA,T 50 P.S.I for 15 minutes Pb 1 ✓ \--\e , Insulation / Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace © Duct work sealed properly/ No duct tape F t PP\ ► c-, (PLR( TRO)) _✓ SoL (n R COMMENTS: 07E', C�X•-KP - FiNi36 PLA)RBI C-1AA6E5 1 tJ Coo— \M I6go—e cT 3 k3 v\vJ F 768 S> -- Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report MU c Office No. (518) 761-8256 Date Inspectionqesl;/r-.rived: Queensbury Building & Code Enforcement Arrive: 3Y;/ a ipm-` i=part: 7"i' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials , NAME: 3 U. /v -- 3 �o� <S LOCATION: ,i ERMlT�: INSPECT ON: r -/ 8 - A 3 TYPE OF STRUCTURE: Y N WA COMMENTS: Framing Attic Access 22" x 30" minimum fijuc Oest,c _a 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I Holes 1 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 — /1. ;k C7 Penetration sealed �' ��`� �\ CC J J) 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 Ceilingiwall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:1Buiiding&Codes Fomes-OLD\Building&Codeslinspection Fom s\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report 1:Ne D ri 3 Office No. (518) 761-8256 Date Inspection ,_•: ved: r Queensbury Building &Code Enforcement Arrive: 7_jfj a/gyp j :part: ? ' '-1 am/ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial-` NAME: S (l d'3tA,4 • RMIT#: LOCATION: , ( 1.16- ,./___E/in)-N? 4D ! SPECT ON: 3 - / 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 Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 '/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping — 1 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 / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:�Building&Codes Forms-OLD\&Iikiin9&Codeslinspection Fomrs\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report J h Lc.7.' 1._ 3 Office No. (518) 761-8256 Date Inspection req : -, e - - .: Queensbury Building &Code Enforcement Arrive: 74a. fpm _rt: :.'��5 ar orr_ 742 Bay Road, Queensbury, NY 12804 Inspector's Initia • NAME: i D U PERMIT#: f —/3 E LOCATION: jo .[C' c' Lc, INSPECT ON: 3 —/ •(/-1 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum C � � �•L� Jack Studs/ Headers Bracing/ Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 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 \ \=\ i— - V_OLINAJj • tai Penetration sealed 5 \DE 16 inch insulation in cavity min. V_ \ Garage Fire Separation House side 'A inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf_grade L:1Building&Codes Fomes-OLD1Building&Codes\inspection Fomns\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing I Firestopping Inspection Report 9 Office No. (518) 761-8256 Date Inion : :- e ived: -- Queensbury Building &Code Enforcement Arrive: "1' .s. part: v•-}� '•m 742 Bay Road, Queensbury, NY 12804 Inspector's initia p r NAME: '. 0.` P\D\ fit_;dam`. 0( Y, RMIT#: 1 7_-1� ) LOCATION: 6.--. LI L, )� _ C I SPECT ON: Lo—177 TYPE OF STRUCTURE: -3 ?--_K) .c c I-) n -\ vJ\o 6 1 I N NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers 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 '/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 Fi separation 1, 2, 3 hour fire wall 2, 3, 4 hour Firestopping 1 Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall 1 Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0sfwade L:1Building&Codes Forms-OLD\Buitding&CodesUnspection Forms'Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Ue g t0 Office No. (518) 761-8256 Date Inspection 1.;g _ - i -= •: Queensbury Building &Code Enforcement Arrive:\c)--T rt: 11- am m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: ERMIT#: 1(;),--/37 LOCATION: Ro3 Id INSPECT ON: 3 -- 5-- 3 TYPE OF STRUCTURE: S nt/tor' � - GJ Y N N/A V Framing COMMENTS: PAR 1 Nfl1 i• �L� vJE�. �u>��JF�� Attic Access 22" x 30" minimum • Jack Studs/Headers �� n ��p�� _ 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 Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 h(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 giF' a wall 2, 3, 4 hour restopping �-- Penetration sealed i ttC3E?.\tj \ 16 inch insulation in cav i . Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 3___7 _§.±9rade ' A Q 1 t A — -c M5 - ')C .► � `� L:1Buiiding&Codes Forms-OLD\Building&Codes1Inspedlon FormslFraming Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req - - •_ -ed: --- ,�7 Queensbury Building & Code Enforcement Arrive: `,� •art: ii a ' pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. 4. NAME: * ( PER T ##: /Z -//e LOCATION: (.� ) A ' -( D INSPECT ON: ;tel Z` s TYPE OF STRUCTURE: Y N N/A 4.-6 v -TN\ ' 9ouQh Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum _ Cleanout eve 100 feet I chan•e of direction Pressure Test f Drain / Airy 5 P. . . or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation I Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 7 -- L% Rough Plumbing l Insulation Inspection Report l Office No. (518) 761-8256 Date Inspection - . - ;-`ed. -/z r �' Queensbury Building &Code Enforcement Arrive: Z,=2 a r !ii -part: -2_14 17 a -r p 742 Bay Road, Queensbury, NY 12804 Inspector's Initia�. ;�4 NAME: Ac PER., IT #: / Z - IR1 LOCATION: ( k-(0 y ,2cr��? _ INSPECT ON: 2 /2 -7 J ? I TYPE OF STRUCTURE: Y N N/A ouch Plumbing / Nail Plates _ r Plumbing Vent 1 Vents in Place 5c.,L77, ft t 2-'`- Ray— .✓,/ WA 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test ✓ Drain Air ead 5 P. . . 0 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 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection : e - - •: Queensbury Building &Code Enforcement Arrive: "i,- q� � pr>��1 `p. 742 Bay Road, Queensbury, NY 12804 Inspector's trial= _A NAME: S LiG.� PE' IT #: /j-/3 g LOCATION: INSPECT ON: A---Darr, -[,3 TYPE OF STRUCTURE: SD 'f Int)r L)6(P'„ NIA , Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test (� Drain /Vent ��A k°� Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes f Pressure Test v/ iz,r Su.ply Piping Ai ' -ad ��Y5 0 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 ____________ 9/---/i Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r.-, -est r- «-ived: Queensbury Building & Code Enforcement Arrive: -, e .e De• - !`r_ u,.,. 742 Bay p Road, Queensbury, NY 12804 Inspector's Init. - - ( e NAME: P C (-, PE- IT ##: l �- LOCATION: &‘ Lf U ji- e-)/1 ,-1 c 4-42___ - INSPECT ON: ,212/C/15 TYPE OF STRUCTURE: Y N N/A I Roush Plumbin! / Nail Plates Plumbinj Vent/Vents in Place 1 '/4 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 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent �� / Door/Window Sealed (No Insulation) t'°‘ Duct/ Hot Water Piping Insulation If r- •uired unheated s•aces "' ((au_ 'vT11 Combustion Air Supply for Furnace re0.Y4`17 Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 02.'3" am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 17)i _ NAME: .SI)MI PERMIT if: 12-— 3S' LOCATION: INSPECT ON: A73 TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum C / ' �f Jack Studs/Headers f Bracing/Bridging / / /"5/� t� Joist hangers � 6u0� 4.4 slz 2 ` Jack Posts/Main Beams / l �s. Exterior sheeting nailed properly r /"6w� /�`�/$�'' 4 R 12"O.C. �'/ c,f se' ( c%t Headroom 6 ft. 8 in. I �"t'r Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour ///C h �/ /L 1 6 7 uji / 6- G Gv;r( vu/�i W7 On Fire wall 2, 3,4 hour /� JJ Firestopping //"/ L 3 /./3,1f. - Penetration sealed ff 16 inch insulation in cavity min. tv/n` Garage Fire Separation J /� House side 'A inch or 5/8 inch Type X 44,0 See 4/ & rfI'3 Cr Garage side 5/8 inch Type X `/rt Ceiling/wall ,�'� ale Windows Habitable Space/Bedrooms 3 24 in. (H) j eel �^rr G`� 20 in. (W) 5.7 sf above/below grade ^ 'tee/ ee I rcy !J P�'' /Vo C 5.0 sf grade �f S�p W/„:5 tA)es Ni /114) IX)r candor S9 ,4 hecir Ce4- S914/rwe.!l am clic Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: /f w am/p gyp/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ! _ NAME: 3 !� PERMIT #: /c)- / 3 LOCATION: ---� INSPECT ON: -1 =? 3h TYPE OF STRUCTURE: r5 r-Li r" 1- f S<_'II--,n n Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size _ Washing Machine Drain 2 inch_minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation / Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Ductwork sealed properly/ No duct tape W COMMENTS: Rough Plumbing Insulation Repoitrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: N/J am/KIN Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: SJ N7 PERMIT#: /2-L0 LOCATION: INSPECT ON: ®/? TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30" minimum Jack Studs/I-leaders 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 11/2(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 Seo _ rec., e Penetration sealed _ 16 inch insulation in cavity min. G M/r't) 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a.'3" am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: (7) NAME: D.N PERMIT #: /Z- 3S' LOCATION: INSPECT ON: MI5 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 ''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 _ 4//I Al r /1 '/ �/� 600/44* da„. Fire wall 2, 3,4 hour Firestopping _am J 3 r j 3u.e 144 4 Penetration sealed i 16 inch insulation in cavity min. //al n$ Garage Fire Separation �� / f/� �� House side 'A inch or 5/8 inch Type X _ 2 See 4 Garage side 5/8 inch Type X �' �/ Ceiling/wall . f to S/cier„) Ga 3Cr `"44- Windows Habitable Space/Bedrooms111 ` t is /J 24 in. (H) 3-4e% r^o vA G 1 4'"�Y e-e 'J 20 in. (W) JF , � 5.7 sf above/below grade — Aee� ?a rty l Pk- �VD'�� 5.0 sf grade e,,,,,„:3e,,,,,„:3G.✓es1 b `/ ( NPI4 / e 4/ I-Ilk'''. ( yhr S y h&,r CeL�('> Sy,r we I ,- de-tx'"r Framing / Firestopping Inspection Report L 6 ,`C; Office No. (518) 761-8256 Date Inspection request re : )�l ) Queensbury Building &Code Enforcement Arrive: _am/ Depart: a /p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: . 7 NAME: / C{ t( dt,e1DC6(�� PERMIT#: 1 LOCATION: L ( c) ,�, INSPECT ON: 2 7/3 TYPE OF STRUCTURE: Y N NIA COMMENTS: --raming Attic Access 22" x 30" minimum -� Jack Studs/ Headers 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 %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 / ll Firestopping ` t. GJ7D ��1 /1 yfL 4 f �,r,x,'15 Penetration sealed 16 inch insulation in cavity min. 7 Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade L:\Building&Codes Forms-OLD\Buikiing&Codesllnspection Fomis'Framing Firestopping Inspection RepoR.doc Revised January 7,2008 Framing / Firestopping Inspection Report ' . — JLC, Office No. (518) 761-8256 Date Inspection request received: 7—il II) Queensbury Building &Code Enforcement Arrive: 31,i1 _am/pm Depart: m/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ''.)/i' NAME: 141. C PERMIT#: / 2- --713 - LOCATION: Z 13-LOCATION: _____.._...4 �' O 41 (moi crv�9 INSPECT ON: ,:>c--ii I//3 TYPE OF STRUCTURE: Framing ttic Access 22° x 30" minimum Y N NIA COMMENTS: f D E `( / Jack Studs/ Headers i Bracing /Bridging S i). FF Joist hangers Jack Posts 1 Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. / te f% A i h.WC) FLS,r f in s��!�� Stairwells 36 in. or more �/ / Exterior Deck Bracing �rlu� �e'tTvc LL Headroom 6 ft. 8 in. • Notches/ Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall _ Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:IBuiiding&Codes Forms-0LD\Building&Codeskinspection Forms\Framing Firestopping Inspection Reportdoc Revised January 7,2008 Framing / Firestopping Inspection Repo UJJ s 106z-'"'` Office No. (518) 761-8256 Date Ins, -on = _ •:iv • Queensbury Building &Code Enforcement Arrive: `�1 0 "*"'al n - • -rt:31).-LIC aCerl 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: S w t Ut ICI ' 'RMIT#: 02- c3 • LOCATION: o It ILL, A SPECT ON: .ir /,3 TYPE OF STRUCTURE: 1sJ CJL b h t -cyS 3 cor Y N NIA COMMENTS: Framing eV 6 Attic Access 22" x 30" minimum R 0 se \i l to Jack Studs/ Headers Bracing/Bridging &*D- 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 Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour ` EV-r- FO e- Firestopping Penetration sealed F-i FLO - 16 inch insulation in cavity min. Garage Fire Separation -� �' � House side %inch or 5/8 inch Type X Tv .vii C- Garage side 5/8 inch Type X 1 �- Ceiling/wall ` irCF-F Windows Habitable Space/ Bedrooms `r 24 in. (H) �1-c, t ►'vl� L� c of 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buiiding&Codes Forms-0LD'Buiiding&Codeslinspection FamslFraminp Firestopping Inspection Reportdoc Revised January 7,2008 Rough Plumbing I Insulation Inspection Re or Office No. (518) 761-8256 Date Ins ection requ- -., eceived: Z Queensbury Building &Code Enforcement Arrive: o b am / - • • rt: 3=sib. -m to m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: "CC PERMIT #: , fel 2 -( .3k LOCATION: Uo fib A c.,41 INSPECT ON: TYPE OF STRUCTURE: �T {� Y N N/A ough Plumbing I Nail Plates CJ ../T L, u;;% Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size , Washing Machine Drain 2 inch minimum Cleanout every100 feet/change of direction U Pressure Test �N in I Ventf � N Air eadQ-1Dc'\--/ P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ✓ � - r ( PPlY Piping �/ - Ai ! ead eti� ✓� \` P.S.I for 15 minutes Insulation/Residential Check/Commercial Check (2_ccAsV Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent 4 Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation if required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 [\ vet& Apr Rough Plumbing 1 Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque .i :rt: -1 ed: �' Queensbury Building &Code Enforcement Arrive: 2:L 1 a c 2_- cc.-a-- pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: iv NAME: S u Q k1-! 1 - ♦ ► a- PER rT #: / - / 3g LOCATION ,„, I •1, INSPECT ON: , - /1.-./ .3 TYPE OF STRUCTURE: k-idi<,,J, 4r... •%' ce J \ w:C� rd- 4-. + C210 c de Y N/A S Rough Plumbing /Nail Plates - ��tA V r,Plumbin,Vent/Vents in Place A 1 % inch minimum Drain Size ✓T-- ►-4 sr\ ��a Washing Machine Drain 2 inch minimum V---i uJC� Cleanout every 100 feet I change of directioni - �Ot� Pressure Test .✓ -i =nt V 5 P -aior 10 ft. above highest connection for 15 minutes ressure Test j �='`�� r upply Piping Air d .5.1 for 15 minutes 'i2` Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 �Yl once - ICS Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req • r ived: Queensbury Building &Code Enforcement Arrive: C I part: m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ NAME: S . N ` • • • , •: PERMI / p•yJ 3 g LOCATION:64 , � INSPE s ON: TYPE OF STRUCTURE: P L--v,, e-\„! nvT LA) ‘13c, i-QTS- F LL • �/ Y N N/A U kAAC __ 0 r'i Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet/chan•e 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 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct 1 Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: • Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 r pt aypm Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req -st rerery-•: Queensbury Building & Code Enforcement Arrive: OO a pm Depart: -7,4 am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initial ` NAME: S Ll PERMIT #: J a-13 LOCATION: < DATE; - Jj' -13 der 0 COMMENTS: Y N NA Chimney/ "B"Vent/ Direct Vent Location Plumbing Vent Through Roof 6"/ Roof Complete \ E Exterior Finish/ Grade Complete 6"in 10'or Equivalent Interior/ Exterior Guardrails 42 inch Platform I Decks Interior/ Exterior Balusters 4 inch Spacing Platform / Decks Stair Handrail 34 inch-38 inch / Step Risers 7"/Treads 11" \__1 F1— /3 P.5_E-17) `� J Vestibules For Exit doors > 3000 sq. ft. All Doors 36 inch w/Lever Handles/ Panic Hardware, if required Oi 6Fcp f, L Exits At Grade Or Platform 36"(w) x 44" (I)/ Canopy or Equiv. Gas Valve Shut-off Exposed & Regulator (18")Above Grade SNAa7 DOW, r\-2-Dolt Floor Bathroom Watertight/ Other Floors Okay Relief Valve, Heat Trap / Water Temperature 110 Degrees Maximum tJli DE '— p Boiler/ Furnace Enclosure 1 hour or Fire Extinguishing System - b—6�E�T� Fresh Air Supply for Occupancy/ Ventilation Combustion Low Water Shut Off For Boilers ` ED g` Gas Furnace Shut Off Within 30 ft. or Within Line Of Site ��, ��<�0�� Oil Furnace Shut Off at Entrance to Furnace Area c5 `� Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 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 Handicapped Bathroom Grab Bars/ Sinks/Toilets/ Mirrors 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] Active Listening System and Signage Assembly Space Final Electrical/ Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/ Flood Plain certification, if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'/ Drivable Surface 20'wide Special Inspections/ Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection Report_revised 11-27-2012 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins. ...'s n - •ue- i = •. Queensbury Building &Code Enforcement Arrive: e = a ,,, /De• =rt: q: cam�i m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: - - NAME: �v ►.) - PERMIT#: Z—1 LOCATION: 4 INSPECT ON: al& 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 Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 h(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 rbc v Penetration sealed ��t-1 n RE �5Ec 30211 16 inch insulation in cavity min. AtJ__ F TC t6L cvviLs Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall _ 5cv b�CO Windows Habitable Space/ Bedrooms 24 in. (H) VVEC_e)v`VN o tJ') iECE)bA R 20 in. (W) pscr 5 \ `r'\o n€1_ uJ�� 06 5.7 sf 5.0 sf a /below grade \oPk --V-_V;Vo S O grade c)o-C ,AL bT € .b. L:18ui1ding&Codes Forms-OLDhBuildhig&Codes\inspec tion Fo4mssFraming Firestopping Inspection Report.doc!Revised January 7,2008 Framing / Firestopping Inspection Report I C t C g " Office No. (518) 761-8256 Date Ins.-. 'on • e r- •: ved: Queensbury Building &Code Enforcement Arrive: = .part: = 'a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia : /,_ _ NAME:__ ! J I P' RMIT##: I ,)--/ .3 LOCATION: L c L - _.I SPECT ON: L –. TYPE OF STRUCTURE: Y N/A 3r-01 I L?Zi r Framing — COMMENTS: Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing /Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center / Ice and water shield 24 inches from wall / Fire separation 1, 2, 3 hour 3 DDM C2--UptA5 Fire wall 2, 3, 4 hour co 4,ii.Nv Tu co Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space! Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Fomes-OLD\Building&Code\inspection Fomts'Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report I c Office No. (518) 761-8256 Date Ins':•.'on -• e- Queensbury Building & Code Enforcement Arrive: a a=part: 1 - RE-Ka mom' 742 Bay Road, Queensbury, NY 12804 Inspector's -;' , NAME: ] (A RMIT#: 0- 0 2 LOCATION: Li' cit INSPECT ON: /--j a-/.3 TYPE OF STRUCTURE: 'Oaf he-66-s'(-j 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 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 Botts 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 sideY2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall 1 Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forts-OLD\Buikiing&Cod&Unspection Fomu\Framing Firestopping inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report S'—(0 Office No. (518) 761-8256 Date Insp tion request received: (/ j 7a ) Queensbury Building &Code Enforcement Arrive: '�� _am/p1� _ Depart: ( am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: • 49- NAME: 11 ;7 i' 14r Jry iAl IT/ ( c` //(' - 3�S PERMIT#�: ! Z .. LOCATION: — (, cff Y /1 / //z/o i INSPECT ON: LW 3 TYPE OF STRUCTURE: ( cl , �� )7 rj 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 Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches I Holes I 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 Botts 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 ,s restopping ��/1,., cr�� ,� f'n �� -,tr�%.; Penetration sealed R y C`cn� j /r 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade _ L:1Building&Codes Forms-OLDBuilding&Codes\nspection Fom►s\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection -e/ r(up P N\f-:007 r � / Office No. (518) 761-8256 Date Ins• -.r.:, • —i e•;ived: � Queensbury Building &Code Enforcement Arrive: f r �?:�!/�! _part:7- an��j 742 Bay Road, Queensbury, NY 12804 Inspector's Initia• ':A Z;:`-'1_. NAME: S U ;O, � A I ti PERMIT#: 0`"I 3 LOCATION: asINSPECT ON: / - //-13 4 TYPE OF STRUCTURE: A)t 1±c ZJ v.,.' 0. 4 ) g.rod J q-6-t) rieyerit_ 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 Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 160 nails each side iirestDraftopping 1,000 sq. ft. floor trusses or Bolts 6 ft. or less on center nd water shield 24 inches from wall 0 Or--)2---ItA \ (-)-eparation 1, 2, 3 hour _ 1.. Fire wall 2, 3, 4 hour ` \-\. Ue Z. tv `� \ Firestopping -- C e,tk v-U L7 V7h-V V\V i)ot V- Penetration sealed 16 inch insulation in cavity min. \ ''c / z NS/ 3 L Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Fors-OLD Building&CodesUnspection FormslFraming Firestopping Inspection Report.doc Revised January 7,2008 — Co,)C� Rough Plumbing / Insulation Inspection Report ?J-c) Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: , 3e am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: <5 Ulv� R c.)‘ PIC-A4 —__ PERMIT #: , z- 1.7-8 LOCATION: a E . : p INSPECT ON: 1 – to- 175 TYPE OF STRUCTURE: ��,��\-� tJ E� otikalAn INk'?- N Lj _ Y N N/A D 't-\ U6 .1Rou9Plumbing h I Nail Plates -- Plumbing Vent/Vents in Place P.v---F 1-?, -THt,a,6 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum leanout every 100 feet I change of direction Pressure Test Drain/Vent — �Tr Air/ Head M rr•,\,tA. K / 5 P.S.I. or 10 ft. above highest connection for 15 minutes 'c/ Pressure Test 'N o tt_TW Y,n py-is\\6 Water Supply Piping C-o is 0 Q 2 T�-\Uoca`m Air/Head JAR 50 P.S.I for 15 minutes Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Repoitrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: -2'(,9 am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: D/1` NAME: JJ^ �`i".��1'<,� PERMIT#: /L— 138 LOCATION: (3W /C1 INSPECT ON: 1U /7 TYPE OF STRUCTURE: / ff Y N N/A COMMENTS Framing Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge(8) 1 6D 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 / 1 3 `1) F� Firestopping ✓ Vork �— `t Penetration sealed W„J yt4 r<�lr &.s/— �r ') in 16 inch insulation in cavity m . j1/444 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 c. <?_ ia Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection ' r.. Queensbury Building &Code Enforcement Arrive: • • t: A am m 742 Bay Road, Queensbury, NY 12804 Inspector's !rn NAME: 9 U PE,T #: 0-0 0 ' LOCATION: () <P4 INSPECT ON: / — - --/3 TYPE OF STRUCTURE: c75 : ft 1 C- t Al: .C3 fl -k'\R��oV .5� Rev) DACLUwo, Y N NIA r Rough Plumbing /Nail Plates � _ ' 1 Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size f Washing Machine Drain 2 inch minimum / -C-2:4t L'�D Cleanout every 100 feet!change of direction ✓ Pressure Test \T 36;1Air/Head f Drain /Vent ,� 5 P.S.I. or 10 ft. above highest connection for 15 minutes V � Q-- Pressure Test V Water Supply Piping �� V. ead ,� `50 P.S.I for 15 minutes V Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins ection r- , e --ed: Queensbury Building & Code Enforcement Arrive: =z--{c • :part: 10= m/ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ,,K) pin 1 LOCATION: 6-,L o C3 Rx)0A INSPECT ON: I TYPE OF STRUCTURE: tO ‘)3. ‘ 1G Y N NIA Rough Plumbing I Nail Plates R RT i f. Plumbing Vent/Vents in Place 1 %2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve • 100 feet/chap•e of direction Pressure Test RaoF DRPr‘t, 3 (Drain Vent AG ead P.S.I. or 10 ft. above highest connection for 15 minutes J Pressure Test LA OCE_ A =ter Supply Piping ✓ ' o F yMAQ Ai Head Q�` ✓ 0 P.S.I for 15 minutes ✓ not-'\ Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door I Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation 607If required unheated spaces Combustion Air Supply for Furnace Duct work sealed property/ No duct tape — 7 1.k-c\-\ COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report f1(1"cL " R--16 Office No. (518) 761-8256 Date Inspection - r=•''t •: i Lf • • 1 G��-- Queensbury Building &Code Enforcement Arrive: E. rt: - am/• 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: A NAME: �� PERMIT#: I LOCATION: _ � INSPECT ON: ©,- i 3 G TYPE OF STRUCTURE: Y N N/A _ COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers 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 1 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 lesson center �_�p o ff'4� G L�ry(.D ! and water shield 24 inches from wall , Fire separation 1, 2, 3 hour V4ZTIAL_ / Zi%\-) Z7_DD Fire : 4 hour tuL-k 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/ Bedrooms 24 in. (H) 20 in. (IV) 5.7 sf above/ below grade 5.0 sf grade L:\Building&Codes Formes-OLD\Building&CodesUnspedion FomnsFFraming Firestopping Inspection Report.doc Revised January 7,2008 10uo Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date inspection reques - ►-I •• Queensbury Building & Code Enforcement Arrive: 1Z'70 an • ++-p- : tz:= �a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: '' (� NAME: �� I►u `�. SJ1-��' �� t � .___ ... �'" " . IT 1�� LOCATION: �o _ • , : a INSPECT ON: t — —t3 TYPE OF STRUCTURE: NIA Rough Plumbing / Nail PlatesY RT ' L ✓ _ Plumbing Vent 1 Vents in Place 1 '/z inch minimum Drain Size Washing Machine Drain 2 inch minimum t_ Cleanout every 100 feet I change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes —v,1 ..6\ Pressure Test R 00 t Water Supply Piping G c_)Y- Air/Head 50 P.S.I for 15 minutes FG u R 1 t-\ F LGC P.. Insulation / Residential Check/Commercial Check -_ Tyvek or Similar Exterior Sealant Yv Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace 1- Duct work sealed •ro•eri / No duct tape v kA5 COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r uas r ed: Queensbury Building & Code Enforcement Arrive:?;.2> Op.( art: 'i-> Framing / Firestopping Inspection Report -it( , p m Office No. (518) 761-8256 Date Inspection reque •-i Queensbury Building &Code Enforcement Arrive: ZcC a 40F •:rt: ?'�-,5 a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME:_ � C,( i ( -b r PERMIT#: / -/.3 LOCATION: D 6 —DA I INSPECT ON: TYPE OF STRUCTURE: X 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 Exterior Deck Bracing 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 n 1 _ ?� Tc Zug Fire wall 2, 3, 4 hour Firestopping 4 C?� s�)XA 1 �� ti tic�� v v t Nt.,6 . Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms-0LD\Buikiinq&Cod&S inspection Fomrs'Framing Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque4 - •: Queensbury Building & Code Enforcement Arrive: ZncD am/1`J�• 'art: Z=cc—anE 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: id NAME: i it ► . CLC PER (YT #: 3e LOCATION: , r, ; ► ` INSPECT ON: 12-z 9,-- I z_ TYPE OF STRUCTURE: ��r �� ►�C� Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washin! Machine Drain 2 inch minimum �'��-T\ �— Cleanout every 100 feet I change of direction S ALL 7 Pressure Test Drain V Air 5 P. . . or 10 ft. above highest connection for 15 minutes ✓ Pressure Test C)01t3CE Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation / Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Framing / Firestopping Inspection Report 'N- g I0 Office No. (518) 761-8256 Date Inspection request- • :•: _ Queensbury Building & Code Enforcement Arrive: ‘1 'am/ /z; • .rt. TV a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: S - -n I PERMIT#: / —/ , g LOCATION: INSPECT ON: / - TYPE OF STRUCTURE: D� $�- \•),C\;z,7 \ \Leo 1Z Y N NIA COMMENTS: Framing Attic Access 22" x 30" minimum c.ti2 eC(Lt(t i n, 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I 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 1 , Firestopping f L� Penetration sealed 16 inch insulation in cavity min. J N11 Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade _ L:1Building&Codes Forms-0LD\Buikiin9&Codeslinspection Fom-es\Framing Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing / Insulation Inspection Repoc Office No. (518) 761-8256 Date lnsp ion requ ceive Queensbury Building & Code Enforcement Arrive: -Matn/• 07 i .art: % ��'Pm/prol- 742 Bay Road, Queensbury, NY 12804 Inspecto s Initial NAME: : f \ IC PERMIT #: 1 Z--1 LOCATION: i! G I r INSPECT ON: TYPE OF STRUCTURE: 7 Y NIA v Rough Plumbing /Nail Plates C �'�i\\ E Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum fT _, ` feet/ n of direction Cleanout every 100 change Pressure Test Drain /Vent faAF--- Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes r : Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation / Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 r � ham: � ,�p Rough Plumbing I Insulation Inspec io I Report Office No. (518) 761-8256 Date Inspection req ir- • Queensbury Building &Code Enforcement Arrive:'1%10 a 4,- •art: '7- : /p 742 Bay Road, Queensbury, NY 12804 Inspector's Initial s ,//, NAME: S U P L ,c T c\( cu k P ' #: 0-/3 g LOCATION: (0)-n b oLvi R� 0A-0 IN 'ECT ON: / .---,lo -lc) TYPE OF STRUCTURE: ,C.7 Y N/A Rough Plumbing I Nail Plates a RI,- ;a� 0 '" TL2 .::.� Plumbing Vent/Vents in PlaceTkA N 9-V C=b,;-a 1 % inch minimum Drain Size w✓� Washing Machine Drain 2 inch minimum r CK.4 DF- CNA- Cleanout every 100 feet/change of direction / 1 oG Pressure Test Drain /Vent -(7 Air/H ad 5 P.u.l. orfO fl bove highest connection for 15 minutes Pressure Test Wa r upply Piping C_Ailceflead ✓/ — f3 AL iN ti L 50 P.S.I for 15 minutes u1 ✓ C T VA'1 Fuca Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent P-oi .v1/4-d\y Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If r- •uired unheated s•aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15, 2005, revised January 7,2008 s o1-./ 1 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r- .t - -' ed: Queensbury Building &Code Enforcement Arrive: • P-part: 2 I O a _4na., 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,,. NAME: S C-t rJ rotJ 0 PER, IT #: LOCATION: � P INS'ECT ON: -I . gra_F . ,.�. TYPE OF STRUCTURE: ' Pert.A,-'J (Ji 163"r Y N N/A Rough Plumbing /Nail Plates y1 J U.6--moo Plumbing Vent/Vents in Place 1 '/x inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet 1 chan•e 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 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly 1 No duct tape -3 P__D R_LC2 Norm 1,0�L� COMMENTS: Rough Plumbing Insulation Reporirevised Nov 17 2003, revised February 15,2005, revised January 7, 2008 f n1@ fylo Rough Plumbing / Insulation Inspe t o p r, Office No. (518) 761-8256 Date In pection request recerve�' \ _ Queensbury Budding & Code Enforcement Arrive: ' 'Lltea In C-a k m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: Ste t0 j PERMIT #: j a -13 8 LOCATION: INSPECT ON: TYPE OF STRUCTURE: pl U\ 11\, k, C s law j� N/A Rough Plumbing /Nail Plates 1 V \ Plumbing Vent I Vents in Place 1 % inch minimum Drain Size Washin! 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 7. Wa r upply Piping V i r , ead ,, __``� f1 P.S.I for 15 minutes ```��A r r Insulation / Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated seams Combustion Air Supply for Furnace Duct work sealed properly 1 No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection - • = :•= ed: Queensbury Building &Code Enforcement Arrive: s . s=part: \k 0.oc) am pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: rJ `S A k Pio O C–\21 ERMIT#: 171'3'6 LOCATION: L • G i INSPECT ON: I Z—l 3--1 Z TYPE OF STRUCTURE: tJ 0 P T'� LO 1 k G ZOO FLooK R601•A6 2_ it. b"VE_C-W Y N NIA COMMENTS: Framing Attic Access 2Z x 30° minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. bbE ) Q, Headroom 6 ft. 8 in. Stairwells 36 in. or more1>C 1 L '?� 1J CSC)Z-D Exterior Deck Bracing LAt 1 lC-p A t )l O tJ \t,s7 C_ Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls ��B � e A� 6��6T L1tJ� Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses � \\ VA. � Anchor Bolts 6 ft. or less on center yFiand water shield 24 inches from wall Fire separation 1, 2, 3 hour p2 ---‘s`��-- � ��1J�1�C1Tl( J/ ) Q- ° Veire wall 2, 3, 4 hour V -LO Z VEL tJ UT- )D-Ruirestopping Foam ACC_0Rn\ Th \-1 t 6C)EC:-0 Penetration sealed MAti k 560E_ M 11._ 16 inch insulation in cavity min. (cx.utr op_ ,k, ‘t, ► Garage Fire Separation 1 iiJbTRt_t__ED House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X -- (s t �oF p iz� j ,1.,� � C"coaTP4 Windows Habitable Ceiling/wall S ace/Bedrooms � `J`� �–�.r�z Space t- iLTt 24in. (H) — E_ T Pt. t 1 20 in. (W) E0 TD F3 5.7 sf above/below grade 5.0sfgrade _ 1 Q),5T RL1) . L:\Building&Codes Fors-OLOrBuiidinp&Codeslnspection FomislFraming Firestopping Inspection Report.doc Revised January 7,2008 Wei Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date In section -qu -: �- =•: = Queensbury Building & Code Enforcement Arrive: • :• -i�/s - .art: g',4,471 i•m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: c t i p► • PE'"lv#: / ---)3g LOCATION:Ab 3c (� INS' CT ON: TYPE OF STRUCTURE: Yt/44 NIA Rough Plumbing /Nail Plates —w ?c c-v Plumbing Vent/Vents in Place 1 '/Z inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction _ Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above h jhest connection for 15 minutes Pressure Test C��J�uPPhl Piping C=-A6� �A� Head �F �� Fa_ P.S.I for 15 minutes �, �, i Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door 1 Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request - ed. Queensbury Building & Code Enforcement Arrive: ZZO aml.41Av. . - 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: OIJ. ; 9 '1 11. ` Pr #: jZ - 33 LOCATION: h G rMI , INSPECT ON: TYPE OF STRUCTURE: 1J Q R \A v.6 \ 43( Vobt _ Y N N/A Rough Plumbing /Nail Plates Ft pt� Plumbing Vent/Vents in Place 1 % 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 A =r Supply Piping Ai .• P.S.I for 15 minutes O p� Insulation / Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I n: •:M••n • .0- =i - •: jL Queensbury Building &Code Enforcement Arrive: ° •. ' Ala- • :rt: 6'a 40 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: I v !JA AD R s ;CIk PERMIT#: _32„,-\ LOCATION: Co L- D et • ( t n INSPECT ON: t Z.- - 7_ TYPE OF STRUCTURE: tJ CD CTti LO t (-7 a- a 027-FF-C.--0013 e YN/A REThod) — COMMENTS: v Framing \ to�E-\)R Attic Access 22" x 30" minimum Jack Studs I Headers Pi -A-C_ � 1___E. ---V Bracing /Bridging F—Y--\)C.6 EV c Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly -- i(-iJ `-\ ` PI\?V T\Cit . \--VAT- 12" -\'fl\12"O.C. Headroom 6 ft. 8 in. VAPtNit PLo \B\>J> r E LaC-1 g 1CA� Stairwells 36 in. or more Exterior Deck Bracing 6W s yJ\�- _?- 'DV- \ o V,Va, Headroom 6 ft. 8 in. P�i3 V\ F\ ?- D V- Notches/Holes I Bearing Walls GE_\ LI. 4J% \T t--\\c 6ti 0v pk.L Metal Strapping for Notches Top Plate _/V . O V-, -TO G c___V 1 %(w) 16 gauge (8) 16D nails each side .-14.. .-,4A E 5 ` c7E LF-- Draft stopping 1,000 sq. ft. floor trusses � DN Anchor Bolts 6 ft. or less on center A--\-\ �'��-� Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour ® c ,�c� R u_ \ A7- , Fire wall 2, 3, 4 hour \ b \ VAC \ \ L �'V) ilkrest ' upping N WV,- V Tv\ -TA-\--HE Penetration sealed `` UC L C1 e---1-1 16 inch insulation in cavity min. }7 Garage Fire Separation V p House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X ® �� u-V-yOcc L d\ Ceiling/wall Windows Habitable Space/Bedrooms Q)e_ ,_CV-€p T UCV\\-- 24 in. (H) 20 in. (\M k))\'l�c:, E}e_c_E V= - Ey_-.1 BOV 5.7 sf above/below grade V:_-_00 t I 1 ° C & 2 5.0 sf grade k tib F v_ .),--)-.0\-44,.),10 l4 D3EEfl m GE- \06Pe-CTE_ L:\Building&Codes Fomes-OLD\Buildbng&Codesllnspection FomnslFraming Firestopping Inspection Report.doc Revised January 7,2008 -fk\L,0-12sa(gLt Rough Plumbing / Insulation Inspection Report rt Office No. (518) 761-8256 Date Inspectione- "lest re r ed. Queensbury Building &Code Enforcement Arrive: o 111507 11 - • • : t l= ar m 742 Bay Road, Queensbury, NY 12804 Inspector's In tia r NAME: S LA 10 IND P ' IT #: Pc-13 g LOCATION: (�L INSPECT ON: / E OF STRUCTURE: 8'Z ►J �,� vJ Y N NIA J EAbT vkAtc Rough Plumbing /Nail Plates WA— tL_ 2_4\Plumbing Vent/Vents in Place 1 %inch minimum Drain Size ✓ C=LUO _ 6 A�Ja Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction ✓ Pressure Test ✓ Drain / Air e_ad 5 P. . . r 10 ft. above highest connection for 15 minutes Pressure Test ter Supply Piping ead / 5 L �P~ 0 P.S.I for 15 minutes $o P 1 t Cz o c Maj o Insulation / Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces - Combustion Air Su• • for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 '7- /) Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r- . -ceived: -7✓ L/ 2--- Queensbury _iQueensbury Building &Code Enforcement Arrive: '-.00 ciffill I :• -rt: ' Y •m 742 Bay Road, Queensbury, NY 12804 •, Inspectors Initia s: NAME: (--)i.i\J 0, g.Gy�/°/4-c'�� i - PERMIT #: 12, - I3 LOCATION: ((-) u(() :n n)•( - y rte- c[) \,3 _ INSPECT ON: / 2 5/l2 l TYPE OF STRUCTURE: O T'-\ i$ \ 1 CC---) 7.-- N.,3.4AROCA—.14, r NIA 1 LOc5T c) 1 Rout,h Plumbin! I Nail Plates * t p Plumbing Vent I Vents in Place }l 1 T .7}',� 1 % inch minimum Drain Size V X00 Washing Machine Drain 2 inch minimum Cleanout every 100 feet/chalve of direction Pressure Test ✓ Drain I Vent Air/ •ead / 5 P.S.I. or 10 ft. above highest connection for 15 minutes . �� Pressure Test 1 �� ► = =r Supply Piping Ai • ead / ?00 tAb , I P.S.I for 15 minutes g p PL-5 V Insulation / Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supp r for Furnace_ uct work sealed properly/ No duct tape 7 t3 ) VII)Q kD \ '\ 6 COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r-sues =►- v=•: Queensbury Building & Code Enforcement Arrive: "oO, - , �• De- -rt: c ='-lLm m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ NAME: M6DP'IC i♦ P 'MIT # : 1 - LOCATION: • C o i " 1 INSPECT ON: TYPE OF STRUCTURE: o E� -\ v� ►� Qt.) Y N Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head ` . 50 P.S.I for 15 minutes ; ►• 'FOS ►. 6k3kE 4 Insulation/ Residential Check/Commercial Check Tyvek or Similar Exterior Sealant '6 Proper Vent, Attic Vent INT Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation ,, T�� 3,' "Mt If required unheated spaces `�`�v� Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape ' 6 �"4 COMMENTS: off. — C=��vPP` +� DoT � D eJ EQnQ?._c-.56 •oDALL 1NV3 FV-- +)11 (A \ \\tom (7-'1 NYVVEA) Ft Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Rough Plumbing / Insulation Ins ectior Re ort Office No. (518) 761-8256 Date Inspection requ re ived: Queensbury Building & Code Enforcement Arrive: ' c a� am/ m m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 3 U /J L ( r PERMIT #: / 1 3 LOCATION: 660 cf INSPECT ON: i , TYPE OF STRUCTURE: ( ' Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %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 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape tip A c r Rl / COMMENTS: R)-37 F Uo. e, ►.�o g-7 1� �vJ DOVI�1 \ WD- FLOOD Map", �c�o�� C'‘ E16.\ o Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection - r- -i ed: Queensbury Building&Code Enforcement Arrive: • � . : �.1� Depart: a� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini• a 0 NAME: , t3 l��\ 00PIC\APE #: vz_ LOCATION: �p I- INSP Y TON: \p - Z-1Z TYPE OF STRUCTURE: Z L ►�J 1(JO 1) Comments ivc Y N N/A /61—R---v-0 ID 10-.bP�L\ 1OA� Footings Piers C1 CA0 ,S\-1 t\G �1 170 `l. rl Monolithic Slab 3 o,s-t-A-\ Reinforcement in Place The contractor is responsible for - �bOtA G 1OC\4 providing protection from freezing for 48 hours following the placement \b-Ti ck"J 6 }�� of the concrete. i Materials for this purpose on site. � �-�� \ �� 1 f Foundation/Wallpour l , K\-- b. \f3G , Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing V\ eT t ),.)R �-� hEc 1 c c3F- vJ� E=�,Cv 1,�(� Of tt6tt\ Footing Drain Daylight or Sump ` 3 R Footing Drain Stone: 12 inch width 6 inches above footing PLO M t3E vij (3E, \ t 6 mil poly for wet areas under slab Backfill Approval cc- �� Lei `� F 1 Plumbing Under Slab c C 1-v aJc�T PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. D ka OVEP ,‘ 4 sE1) L:\Building&Codes Forms\Bufiding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM \ U RC Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requ- - - -d: Queensbury Building &Code Enforcement Arrive: a\� am I;y,�'7, Depart: 3' a pm 742 BayRoad, Queensbury, NY 12804 Inspector's Initials: �si.i ` � NAME: �.30lJ l II 9\to 11` .. r Z---1 .3 LOCATION: (DI-lb /Pi - CD DATE: —ZO-1 Z •7 ` \ V ( COMMENTS: Y N Chimney 1"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/Decks1J vEc Interior I Exterior Ballisters 4 in. Spacing Platform I Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" 6 F 1 ` i 06 Vestibules For Exit doors>3000 sq.ft. / All Doors 36 in.wlLover Handles I Panic Hardware, if required 6\ \ Rccv)3 Ft)P. Exits At Grade Or Platform 36(w)x 44°(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade F\C'- O E t E 4-\5% Floor Bathroom Watertight/Other Floors Okayi Relief Valve, Heat Trap/Water Temp.110 Degrees Maximum I BE C_ C \ 0 .1 Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System �/ Fresh Air Supply for Occupancy/Ventilation Combustion R R I IR S L KMINt1b\d r Low Water Shut Off For Boilers i Gas Furnace Shut Off Within 30 ft. or Within Line Of Site D e)v T_ V() E 00 . Oil Furnace Shut Off at Entrance to Furnace Area U�,11 5 \[ Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 %doors > 10%> 1000 sq. ft. 3/.Hour Corridor Doors&Closers " .LL"E‘k Firewalls I Fire Separation, 2 Hour, 3 Hour Complete I Fire ACC\-%!3 QB L_f� G 1 Dampers/Fire Doors L Ceiling Fire Stopping, 3,000 sq.ft Wood Frame 1 o F Q_15 ( k):- J-v1 Attic Access 30°x 20"x 30"(h), Crawl Space Access 18"x 24° Smoke Vents Or Fan, if required V• ?-\ Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" i— '\\-bO AYE Handicapped Ramp I Handrails Continuous/12 in. Beyond[Both sides] bA UN NO U st-k.A t.1 \‘&� Active Listening System and Signage Assembly Space Final \�� \ Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required P‘cC\--\ v V E\\ fl Final Survey, New Structure/Flood Plain certification, if req. As-built Septic System Layout Required or On File •��KV F -0V-- UV-1-A.-"TO Building Number or Tenant Address on Building or Driveway 4' 1 � �� J� Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide p-. QV--.c V_NV Okay To Issue Temp. or Permanent C/O rr Okay To Issue C/C .i-A\--Y\`I` b . L:\Building&Codes Forms\Buikiing&CodesMnspection FonnslCommercial Final Inspection Report.doc Revised January 7,2008 Z=oo-Z 30 Foundation Inspection Report Office No. (518)761-8256 Date Ins tion u iv :. Queensbury Building&Code Enforcement Arrive: 1 Olt P epart: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ! Q NAME: _ 'L. tli D: 4/ RM1T#: I Z LOCATION: (c) t-) a ( R (1 SPECT ON: 9 - 13--I ? TYPE OF STRUCTURE: ‘51- Fuc C _.6:5111K__ L\ Comments Y N N/A Footings 0.1/4/Piers Monolithic Slab Reinforcement in Place .'+‘/ The contractor is responsible for providing protection from freezing \ k)\� 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 ly� 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation InsulatfLInteriorJ Exterior R- 1( L." V-4PitA Rough Grade 6 inch drop within 10 ft. L:\Bullding&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 Ins.- tions -Ned: _ Queensbury Building&Code Enforcement Arrive: -)t ;��,+�,i Depart: m/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia -• NAME: L)0 1 nc)\CSC C1-1 P , IT#: t Z—B LOCATION: (& -(C 13 pl ( IN . !ECT ON: 9—\D—1 Z TYPE OF STRUCTURE: Z \ _i-R,F-Q\\--o 5 Comments Y N N/A Footings - / onolic Slab , 7 Z--tJ\7 F�� 6L��o►J�C� Reinforcement in Place V.\ (EC:Z.. M E.b\--\ vu___\F`es--) \ The contractor is responsible for providing protection from freezing �� for 48 hours following the placement of the concrete. Materials for this purpose on site. _ oundation/Wallpour tAe.4)0139\` — 0T\-\ \13( f Reinforcement in Place )'JC4-5-\-- b-Yeti6kZER 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 1J OTS- C_b OC�v_--w V\_cck Plumbing Under Slab PkFt-1,)\/ PVC/Cast/Copper Y, �1 C \ �O �j Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forrns\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 - 10" ed: Queensbury Building&Code Enforcement Arrive: ,12=06: ye Depart: 12 2)an(j) 742 BayRd.,Queensbury,NY 12804 . 4 Inspector's Imti �,�,,� NAME: N 'A_ _ C�OSJ DRC P: '4 I T#: I Z--- LOCATION: y n ( F c E) IN PECT ON: t'( - TYPE OF STRUCTURE: Comments ! 4?E--C---T\ > Y N Footings L>J' Piers Monolithic Slab V Reinforcement in Place fk'_e OLs \ Ef 5T 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: pi12 inch width 6 inches above footing 6 mil pol fo et areas under slab Plumbing Under Slab PVC/Cast/Copper *Foundation Insulatio or xterior R-AC) Z.'� V-Uk_ia 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 (\ --v Office No.(518)761-8256 Date Ins.- tion - . r- -d: Queensbury Building&Code Enforcement Arrive: . ,, / Depart: R 742 Bay Rd.,Queensbury,NY 12804 Ins7 : leipector's In NAME: '';'01\ * C 0• P 't t T#: �—\?j1[ '� i LOCATION: (p U ( ' 'PECT ON: g) 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 R`i . C—f\\c—v�T a 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 Ins ' request received: Queensbury Building&Code Enforcement Arrive: am/pDepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ji NAME: / C C c PERMIT#: LOCATION: INSPECT ON: �z/ r t_ 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 1�-]_ 144js j�J 6 mil poly for wet areas under slab ✓ / 's' Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- /D 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 request received: Queensbury Building&Code Enforcement Arrive: OM am/,m Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's •'tials: iiii- / NAME: .*-( PERMIT#: LOCATION: INSPECT ON: ('2-/A L- TYPE OF STRUCTURE: ca-... Coimentt 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 fo se on site. Foundation Walipo Reinforcement in Place i/ ,a/.ecce/ Cr"6 0 Footing Dowels or Keyway in place ZSt / J 71, -' �� Foundation Dampproofmg 1-1 Lea( alc,"1- Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval • Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\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 request received: Queensbury Building&Code Enforcement Arrive: ji pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector s itials: NAME: — /QCG PERMIT#: LOCATION: INSPECT ON: ( ! TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing 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 jr R- �0 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 -11/i2,A.6(16T Foundation Inspection Report Office No.(518)761-8256 Data Inspection iii. ry d: Queensbury Building&Code Enforcement Arrive: Z.'LAD : ,i Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti s: I" NAME: � N AA is _a, PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: / Comments 1 j Y N N/A Footings P • / Monolithic Slab Reinforcement in Place / The contractor is responsible for providing protection from freezing for 48 hours following the placement �j b -�- ` 13 • of the concrete. V 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 (1 1 6 inches above footing �� 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab VC/Cast/Copper 0.),/ Foundation maul: on lite '• xterior R- lD Okm ✓ 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.) M /,e, Foundation Inspection Report Office No.(518)761-8256 Date Ins.: tion .•u: 'Ned? Queensbury Building&Code Enforcement Arrive: 1, INCA! / Depart: 1Z 7,,(`)a m j 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: S 7 L t. . /'ERMIT#: / 3 V LOCATION: INSPECT ON: 7 f /517/4 4 TYPE OF STRUCTURE: "1 ‘t`) \k=1 Comments Y N NL Footings 197/4inonolithic Slab k) ----S--V NN'k —� Reinforcement in Place 130?----T\-\\ ' W N - The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. 1 aterials for this purpose on site. i% oundation/Wallpourv,k ,� f_q /v; 5 ,... --\--e\\�� Reinforcement in Place Footing Dowels or Keyway in place \� D�� 1 13G Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width Z • '. . -: above ft. '.- 6 mil poly for wet areas under slab) -5-A--- �'(�1X @___ J-6V- Bac 1.. .•.. Plumbing Under Slab OVC/Cast/Copper Foundation Insulatio s •• 'o /Exterior i< < c !r R- \D Z`- PCS 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 _ 7-,� Office No.(518)761-8256 Date -t,.-,tion �'u.' t -.-iv d: Queensbury Building&Code Enforcement Arrive: -. : .4.P,4 _ 6 epart: 'i'�:1. : is 742 Bay Rd.,Queensbury,NY 12804 Inspector's •'t1:l s: _ NAME: U 10 ; O 1 ra k..\‘:),Fa, P'RMIT#: l I LOCATION: 6,+-{0 £A-- R-p i SPECT ON: —13 t 7_ TYPE OF STRUCTURE: A ` s,K oVe_ci -.1�y� Comments Y N N/A Footings Piers ' // A Monolithic Slab , `,V i 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 B:. kfill Approval �i PI is .'t g Under Slab �/ 'VC •': t/Copper \\.7 6 Foundation Insulation terio Exterior R- viN 6L C)) EDGE_ Rough Grade 6 inch drop within 10 ft. L:\Bufding&Codes Forms\Building&Codes\Inspedion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM t) Li rscicco Foundation Inspection Report b Office No.(518)761-8256 Date Inspection ed: Queensbury Building&Code Enforcement Arrive: 4 : g s Depart: igr am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: s: / A I NAME: 1" G (\p 1 :3PE�� I T#: f ` /3 g LOCATION: to`-ft ,f� IN ECT ON: g _ 9—/c) TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab C— t (A__� Y) p v -TO Reinforcement in Place The contractor is responsible for WT.= 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 Insulatin Interior_Exterior R- l� LNVj e�6� 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 - 00 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reque . iv, Queensbury Building&Code Enforcement Arrive: rp f ►.-part: Z..°4� pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial: 0r NAME: U P COM_ l PERMIT#: \Z�_� s -ls LOCATION: ) Cj f �[�1� ' INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. 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 �B 6 miill Apl poly forproval wet areas under slab v Ude ( ; gfl : Foundation Insulation Interior/Exterior R- \_\ D �5 S oK Rough Grade 6 inch drop within 10 ft. L•\Buiiding &Codes forms\Bufiding&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date •= tion - ed: Queensbury Building&Code Enforcement Arrive: (Y Ott I A Depart: - su m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi:1 . AA - NAME: Lt AQc`� tJ Lt #: LOCATION: (v `i f)-7 INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour 130 2 -k Reinforcement in Place ✓ �- 1�� t Footing Dowels or Keyway in place 3 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\Bullding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM '<LL,t2a Foundation Inspection Report Office No.(518)761-8256 Date Inspection ed. Queensbury Building&Code Enforcement Arrive: zf : $ Depart: 3 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initis. .. NAME: •S t3 1,.. 114 A PERMIT#: LOCATION: \, [� `� INSPECT ON: / -/(J. 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 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 Insulatio Interi�terior / R- �/ 5 L Rough Grade 6 inch drop within 10 ft. E f\ t -C---G-LVVLV- L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc> Last printed 12/20/2005 9:24:00 AM rrid-Q).Inspection Report P� eP Office No.(518)761-8256 Date Inspection :, - �, w : Queensbury Building&Code Enforcement Arrive: = 6 : • � / Depart: a j ) 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ili :� 1 NAME: SUj \ 4 , .*, r •4 I #: /a 3D LOCATION: `-\- �-'- y 0 PECT ON: 8" - .3 - , TYPE OF STRUCTURE: Z ‘ Y� 27WF—__c_w\zCo m n 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 pur_pose 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)/ 6 mil poly for wet areas under slab Backfill Approval umbin: U••er Slab tiPV 'ast/Copper \ `6 F t'- �` ' P G •Rdation Insulation Interior/Exterior s \\ T Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Oct nada Foundation Inspection Report Office No. (518)761-8256 Date Inspectionp •j ••: Queensbury Building&Code Enforcement Arrive: 7e. ?rj: .0 ; Depart: ' s: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: ;EArg NAME: A A r P: iT#: I,) J� LOCATION: o (Z r3 ' IN 'ECT ON: 9)—\—17_ TYPE OF STRUCTURE: Comment Y N NLA 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 r\`7c:›t3c2--" \ Reinforcement in Place 0°Z-T' 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:\Bufiding&Codes Forms\Building&Codes\1nspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ) (A e,s ea_ ifi) Foundation Inspection Report Office No.(518)761-8256 Date , 1 - tio, .. i «- ,ed: Queensbury Building&Code Enforcement ,Arrive: ° . :C p !, Depart: = p� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: s"" — NAME: S 0 NA1 4 , . 1 #: /,�—13 LOCATION: &Li �} Q,R v) ' CT ON: '7-3/- j TYPE OF STRUCTURE: Comments Z 1 t6 . C\tel _b: Y N NLA 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 2 F undation Waterproofing / Footing Drain Daylight or Sump / >, � - � ` � Footing Drain Stone: V 12 inch width 6 inches above footing ] '10/ B 0\,\ _ 0 ackfill 6 mil polPy forroval wet areas under slab \ ~l Z�-� �1_�� , � \ AP 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\Foundatbn Inspection Report.doc Last printed 12/20/2005 9:24:00 AM tri cl l� Foundation Inspection Report v Office No.(518)761-8256 Date Ins tion request received: Queensbury Building&Code Enforcement Arrive: /kJ am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect° 's Initials: NAME: C{ P g-p PERMIT#: 1 -- 1 3 LOCATION: INSPECT ON: 7 TYPE OF STRUCTURE: Comments N NLA 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 i/ 6ru/J Reinforcement in Place ti.)` f5- 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 t1 l i' rS6-6kx Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /G,G) am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 3 LA 0 •{m.)\{ PERMIT#: /, —13 g LOCATION: INSPECT ON: - TYPE OF STRUCTURE: Comments Y 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 Plumbing Under Slab t/ ^ 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 W & Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /I'd am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �# NAME: S Lt PERMIT#: l ;(4- 3 S LOCATION: INSPECT ON: 7_a TYPE OF STRUCTURE: Comments Y N NA 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 Plumbing Under Slab `�fr GtJ 1/14 4''1 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 —cu_e_sJcottc Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: AI if am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: S Ll. fr PERMIT#: ` 13 LOCATION: INSPECT ON: 7-- a y 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 /Zji /4,G a 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 Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: .,Z1/1-am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: V NAME: J3 1 PERMIT#: LOCATION: INSPECT ON: -/L‘f / - 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 f��L clr 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:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 'htrs lo ?3 ) Foundation Inspection Report Office No. (518)761-8256 Date .: tion . -st ;, Queensbury Building&Code Enforcement Arrive: • : . Depart: .11.:26 .01- P 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: s: , - NAME: SLt AD U% LJZ_ . RMIT 1k id,/l 3 LOCATION: (Q 140 1)- -? O►AD INSPECT ON: 7- Iq- l7__ TYPE OF STRUCTURE: \ - e- c\OiComment% Y N NL Footings Piers YY C_ 'E 0-\--E_ - (6 Edo Monolithic Slab / . Reinforcement in Place )-' lace _ 11 The contractor is responsible for �� CL�V° providing protection from freezing for 48 hours following the placement \ _ a�i\-T- ` ‘E of the concrete. FOd� \�/ Materials for this purpose on site. G oundation/Wallpour M 1011--)Da- / l ,..AI _(� -1-6\--e\\--- cV f\\_ Reinforcement in Place 1/ Footing Dowels or Keyway in place _ Foundation Dampproofmg \.)\N E\ 1 _ Foundation Waterproofing IQ D e_1\-\ v \ G Footing Drain Daylight or Sump _ ErAS� 6T \�\ OuE2_ 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\Bulding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM CO c 9 atrOli Foundation Inspection Report Office No. (518)761-8256 Date Inspection ues =a:!' Queensbury Building&Code Enforcement Arrive: A :I *7, •bepart: il i , , . 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: S l.( 10 V �t p A� PERMIT#: / J 3 g LOCATION: 6) L/v 0 �� INSPECT ON: 7-- TYPE OF STRUCTURE: 0 1 ( -_ --,__C__-7\- `�� Comments 6) --v/ Y N N/A Footings BHt_N6C-E_ O C= 5b 0-k-h kt.X. Piers J F�t Monolithic Slab ✓ 6 Reinforcement in Place The contractor is responsible for — 6 .11-.1-1/4 u1/4) t�6 1 00 E,Ig_i O� providing protection from freezing u3A 0 5 HeA� �JiAL -6 for 48 hours following the placement / of the concrete. ELF\)ATOP._ `' C(.) i?k vo 6 t © Materials for this purpose on site. Foundation/Walipour f Reinforcement in Place ✓ Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Drain Daylight or Sump /Footing Footing Drain Stone: 12 inch width r .�JC�0 t� u3 t t6 — 13 o(Tfl 6 inches above footing - \loT EL_ ) b�� /6 mil poly for wet areas under slab 6). -,/Backfill Approval Plumbing Under Slab PVC/Cast/Copper ,----Th &A-irnmdatke Insulati Int to erior R- 1 p 7," _U INA - :50 ilTVk ti,J %tJ 6 EAST Rough Grade 6 inch drop within 10 ft. . ;u 1 ng &Codes Forms Bu •i, : ..es „ ��a v C'1\ �1� � J ng n on rms un•.;. nspecdon Report.doc Last printed 12/20/2005 9:24:00 AM _ Mon f o Foundation Inspection Report Office No.(518)761-8256 Date Inspectio 4 1.. i 4 .i ed: Queensbury Building&Code Enforcement Arrive: -');:,s`s :. Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Im F�.At fr NAME: ,3 u p v Ct 1 3, AP: . . #: i a .- / 3 LOCATION: 0( . ; .PE( TON: -- 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. pip >��D��` aterials for this ose on site. '( \off • undation/Wallpour ��o � / \ Reinforcement in Place GIS-C- 6 t-\�`P\ Footing Dowels or Keyway in place -k ‘ 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 c, . vv Foundation Inspection Report Office No.(518)761-8256 Date • tion . • • - Queensbury Building&Code Enforcement Arrive: 4.01,-e.,�. Depart: I j= n 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: S U /3 'ERMIT#: I Z— LOCATION: 61-16 (3PC 9 }.lC tV) INSPECT ON: - ' '- Z- 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. J Foundation/Wallpour ft-bOO g F ?7,Lo c_v_C IReinforcement in Place • Footing Dowels or Keyway in place o �Tt43)\a, Foundation Dampproofing V,0 1\\ Foundation Waterproofmg LL Co t41) \-5\� Footing Drain Daylight or Sump 1`t �J �- 0 �. Footing Drain Stone: � �H \A 6 \ C t.tAVA_.t t._ 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 L.s /( + OD Foundation Inspection Report Office No.(518)761-8256 Date Inspection -.ue 9 e,: ,: Queensbury Building&Code Enforcement Arrive: : '.m Depart: - tt ''m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: :: , NAME: S LL' N`' L ) ° 1. : L RM1T#: J.:: -/3 LOCATION: =MI` It `- ;,._r- INSPECT ON: 7 - 1 Z- 1 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. Pk \ &5 l'/ Materials for this purpose on site. . Foundation/Wallpour 1 / .� MORIMA ` 11. G ' E j AIS /Reinforcement in Place c k / Tbu EV-_ 3 Sp F LOc Footing Dowels or Keyway in place 071 *.Y, 'AMA `� ��` � Foundation Dampproofing -' 61-\ -A4?--- P.,\ ._5 _ rJ o e-N tN 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:\Buliding &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 Datetion Inspec request�.� e : Queensbury Building&Code Enforcement Arrive: `�'Z :,,,r ;► 742 Bay Rd.,Queensbury,NY 12804Depart 3= t--,., Inspector's Initi:� •. —• NAME: () kJ ; 0%. IPA: ,•'ERMIT#: I?`/ 3 S LOCATION: , s ` to. INSPECT ON: TYPE OF STRUCTURE: 2 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. ?-2—\ Materials for this purpose on site. 7/oundation/Wallpour einforcement in Place i t D 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 Report.doc Last printed 12/20/2005 9:24:00 AM W(.4 /egrerf Foundation Inspection Report = C O Office No.(518)761-8256 Date Insgection • ,e = -iv:d: Queensbury Building&Code Enforcement Arrive: Cr, ` Depart: - 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial•• C NAME: S k ..YY : 'ERMIT#: j a 5 g' LOCATION: . S Lip;! ,t, b 1 INSPECT ON: 7 —1\—\7_ TYPE OF STRUCTURE: Conamentt Sc u'-Cl-k LJ k e�C� Y N N/AI� " /Footinas _661I arF��0 S Eck1 iers Monolithic Slab AQeA 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 •st =. ed• Queensbury Building&Code Enforcement Arrive: IR:z() MITi Depart: .10:454r 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: S L( Ap‘2�.JoNt_g_FRMIT#: I o)`) 43 LOCATION: (DEQ ( 4 9_0 ,A C-) INSPECT ON: -J- ID -\7 TYPE OF STRUCTURE: Comments Y N N/A Footings r r 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/Walipour 1-\��c � __--- b Reinforcement in Place ✓ /' Keyway in place �J iG�T bT,R FootingDowels or R T iJ�E Foundation Dampproofing GF �`�� T 3 ev LO oR- Foundation Waterproofing Footing Drain Daylight or Sump .5-�- ED 'Ja Z7AA 1 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection oi• -« ived: Queensbury Building&Code Enforcement Arrive: t()Icoffrt ,,., Depart: 1.01_30203.— 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial-VA i NAME: L tJ Q0‘ N6PicA4 P #: LOCATION: -).0 f V;00-v) is'ECT ON: — --[7 TYPE OF STRUCTURE: Comments 17V cc 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 F s sting Drain Stone: 12 inch width 6), 6 inches above footing 6 mil poly for wet areas under slab 4 t . is , s sval / Pl nder Slab) , wanb�n�i3 - �:��i k� �JcS�- PVC/Cast/Copper M e�1 V3 A t� o Foundation Insulation Interior/Exterior i\W1 J\ R- Rough Grade 6 inch drop within 10 ft. sr\e A-Z=) 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 requs - • d: Queensbury Building&Code Enforcement Arrive: Z r�: ,e Depart: -2,."-- )1j.„,) 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials.`-/ - 1 r� NAME: U iJ`C {�� L'1PE•• T#: LOCATION: (o (--1 C U kn INSPECT ON: 7 —q-- 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. UR—q-4 ` tOCD Materials for this purpose on site. Foundation/WallpourMA�i3R\ v/ E-6 Reinforcement in Place 2 ��LE_QU 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\Buliding&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM i I'; I c,ac ) x , 30 Foundation Inspection Report Office No.(518)761-8256 Date Inspection - • • i ed. Queensbury Building&Code Enforcement Arrive: j�� Depart: L 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: � NAME: 3 Uh Rys' I r ` PERMIT#: /,a - /3 g LOCATION: 13 0 Py4 INSPECT ON: '7 (Q /a, 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 i 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 �-' (� 1 \ L Backfill Approval nderSlab aA6 \Th- V- k l'V� "6-\--6PVC ast/Copper oundation Insulation Interior/Exterior B 01 ___v:). ‘ 0 R- \—�� Rough Grade 6 inch drop within 10 ft. �� F 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 reque •l. •d: Queensbury Building&Code Enforcement Arrive: 7:z p am/, / . epart: Z='-(i) a pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia •��/'' ,. NAME: 'S C) 0J'' 'ADL lav A \( ' i#: t L-1 ?IR LOCATION: Ccs L(G Pj et R fir„c) • , ,ECT ON: —7—r'—l__ 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/Wallpotu Place/Reinforcementin / 1 ✓/Footing Dowels or Keyway in place ,,i — - -,.6\" >4Fes-- 6Ceoaf _ Foundation Dampproofing —'---/ t ".VE'. Foundation Waterproofing — SQF CA \'t-, i,? ----c--7 R--- 4P6 Footing Drain Daylight or Sump Ln^��` 1' `> �‘� 013 Lkw�P t til 6 P,I c--H off‘IJ — Footing Drain Stone: F� o,3._ _._ -_,..1 -_-_\._1? 1 d k----Z?12 inch width Y.1 c c �C._\\ !-' .- ‘..A. 1 6 inches above footing E,+(=\w EF fist. 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 LA rscia Foundation Inspection Report Office No.(518)761-8256 Date Inspection es -cei -.• Queensbury Building&Code Enforcement Arrive: ' , : s r part: \\: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: s. NAME: S f iU y tt('^,l IJUNG�C�� • •RMIT#: 3 3. LOCATION: (o ►-1) C-2?{N\- Q-1,fad INSPECT ON: 75-_/cil TYPE OF STRUCTURE: Comments Y N NA t ' ' �S`' nrl� Footings L �J 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 \ Y� Reinforcement in Place LS 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\Bulding&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 uf-/- 01 ou,k_ k Foundation Inspection Report Office No.(518)761-8256 Date Inspection •st e• i : Queensbury Building&Code Enforcement Arrive: :.itb+,:, Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: S U NJ C f1��r�n � :ERMIT#: l -l3 3 LOCATION: (2 \-; INSPECT ON: — — '7 TYPE OF STRUCTURE: Comments __ Y N L 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. ri • se on site. _ WL\217\ Foundation/Wallpour \ ,A� Reinforcement in Place ____ ✓ F�S ,�� Footing Dowels or Keyway in place Foundation Dampproofing � k• c-`5 T Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval • Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\1nspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM itESdnCk Foundation Inspection Report C� Office No. (518)761-8256 Date Inspection ��'+r-'4.i. : _ Queensbury Building&Code Enforcement Arrive: Z= .�,p / Depart: 7,, 41): •m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti401 NAME: #: I 13 S LOCATION: IN'p T ON: 1 3 LD TYPE OF STRUCTURE: Comments Y - N N/A (\(\ 0-6c..)-N1-11c, 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/Walipour Reinforcement in Place �(�� Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing 1 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\Inspeclon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM I D12D Foundation Inspection Report Office No. (518)761-8256 Date Inspection •u r: -iv 7 I Queensbury Building&Code Enforcement Arrive: Q o ` i.m Dep:i : i : .. fp. 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: .• NAME: I T#: / a-J3 % LOCATION: g n �r„1 INSPECT ON: /Sid ,k TYPE OF STRUCTURE: Comments Y N N/A o.' 1-'(- Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing TrM ` `nfor 48 hours following the placement v1 of the concrete. Materials for this purpose on site. _ 1-7 Foundation/WallpourKi Reinforcement in Place � 1�C)? V 1C) Footing Dowels or Keyway in place Foundation Dampproofmg 1� A \ Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 Foundation Inspection Report Office No. (518)761-8256 Date Inspection 1. - r-• i ed: I z`I Z Queensbury Building&Code Enforcement Arrive: �: �1 .• �� Depart: ; :. 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: :M l� n i C•n (l h1 C 1/-- PE T#: �. S LOCATION: G7 (C 6 4/ ,mac.�� INS' . TON: j® TYPE OF STRUCTURE: Comments Y N Dia 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 503ackfill Approval 'Plumbing Under Slab PVC/Cast/Copper Foundation Insulatio Interio tenor R- 1t`0 7`( Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM – ( a,�_ Foundation Inspection Report Office No.(518)761-8256 Date Ins section -• .-st r= = : (r' L Z--- Queensbury Building&Code Enforcement Arrive: • PO m Depart: ellW: , 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini• .1 . NAME: Sl iV`, f1c7,`; \cfC PE; T#: - 13 F" LOCATION: L_. 10 9 k`/ ,Z ,> IN 17 CT ON: GI-20 L_ TYPE OF STRUCTURE: ‘) ?:=C2-7\ Comments �'-� Y N N/A 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. 1 oundation/Wallpour LEJ-cnQ__/ �JvM.V V Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing 'Z Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab — C) \ \\ V \ ') 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\Buliding&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 Inspectio ived: 41111 Queensbury Building&Code Enforcement Arrive: 1 , 'Lis , Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi:i s. NAME: 1 %.1 p • T#: LOCATION: i Z, - SPECT ON: (p — 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 Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump p NI Footing Drain Stone: 12 inch width 6 inches above footing ,V 6 mil poly for wet areas under slab TO C E e�� Backfill Approval 'lumbing Under Slab I PVC/Cast/Copper 1104 Foundation Insula ' n.Interio tenor R- 2, ��iy, 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 • ,: Queensbury Building&Code Enforcement Arrive: �%t ovr Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia"pe' NAME: 1 HCl .1 t T#: t Z-- l 3c8 LOCATION: O ` SPECT ON: (p — 7 �, — 1 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 1 Reinforcement in Place Footing Dowels or Keyway in place ` ' ' BE\ 1 to Foundation Dampproofmg t�$� IJ� (_C e L ? — G oC)��` Foundation Waterproofing v.)� \�� dU0 oc_t a 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 Farms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins do uest received: 1 Queensbury Building&Code Enforcement Arrive: '(S am/pmDepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (//- NAME: `tp ) R _ /.' PERMIT#: \ 7_— ?f�t LOCATION: .kc c3 INSPECT ON: —z)5— Z--- TYPE OF STRUCTURE: Commend ca v\C 5 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 J,Footing Drain Daylight or Sump QVrFootin. Drain Stone; 12 inch width 6 inches above footing A/trk 6Jin6 mil poly for wet areas under slab .� V Backfill Approval V . Plumbing Under Slab VC/Cast/Copper C))/ Foundation Insulati Interio Exterior 7' v R- 1Q ' M_ 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 B BETTE C CRING CONSTRUCTION GROUP June 21, 2012 Town of Queensbury Building&Codes Department Mr. David Hatin, Director 742 Bay Road Queensbury, NY 12804 Re: SUNY Adirondack—Student Housing Project ADA Compliance re:Shower Units Dear Dave; Prior to proceeding, we wanted to confirm with you our plan to meet ADA requirements for the residential units constructed as part of the SUNY Adirondack Student Housing Project. • Accessible Dwelling Units o Accessible Shower Units 5 provided o Roll-in Shower Units 2 provided o Total Accessible Units 7 • Accessibility Requirements o We plan to utilize Type B units in all the remaining residential units o Based upon the Type B units, we plan to make 100% of the remaining units future adaptable o Adaptable units will include; • All bathrooms as currently designed will include sufficient space to allow for adaptability as/if required. • All shower locations will be constructed with 38" rough and padded down to 36"to allow for standard 34"showers units in their current configuration. • The standard showers will be installed until or at such time as added accessible units will be required, at which time they will be removed and replaced. • Work will include removal & reinstallation of larger shower units, as well as installation of compliant blocking for installation of grab bars and shower seats. Presuming this plan to be acceptable, we still however would appreciate your thoughts. Unless otherwise informed or directed,we will plan to proceed on this basis as we move forward. Sincerely, BETTE&CRING, LLC Richard S.White Division Manager RSW/m BETTE & CRING, LLC PAGE 1 OF 1 22 CENTURY HILL DRIVE, SUITE 201 LATHAM NY 12110 P 518 213-1010 F 518 213-1050 Foundation Inspection Report Office No.(518)761-8256 Date Inspectioni,gived: Queensbury Building&Code Enforcement Arrive: I. 14ji Depart: &__Altt........)../ 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initi: frAf NAME: tjL)N AO RQ PSC t`, P'RMIT#: 17_,_- 1,2)?) LOCATION: ()Lib c.,_-&)p RSR c) P SPECT ON: (o - Zi - \7 TYPE OF STRUCTURE: .Z Fe—r--c14 Comments Wo�`` �5- , W V Y N N/A t3ORT H U3 1 0 Footings CLCQ KToR M P ?1 1 . i..i../ _Monolithic Slab c3o L oC� O 1T�V_'0Z Reinforcement in Place �D`V - �� e contractor is responsible for •roviding protection from freezing for 48 hours following the placement C vJTEl?-_ C_o rJ e.WL i p4Z_ of the concrete. rials for this p •'%.: on site. , t 1J-r e-7--k CIL 177YAZ) Focal,* Foundation/Wallpoin Reinforcement in Place i_ C.--(1`�J�1-l'J Footing Dowels or Keyway in place To T 0&._ Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump 6 ,tb j Footing Drain Stone: tib \C 12 inch width (-,�T F C) O�t cJ( tibl% 6 inches above footing 6 mil poly for wet areas under slab 01111 I o t,-1- � yi of Backfill Approval 0 Lois-�3EL Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior -- V.b J tp X-V`J u ELLS R- i Rough Grade 6 inch drop within 10 ft. _trp �� , VA61- 6 Cf2' r) C oR-IJE?- - L:\Building &Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Re.•rt.d•- Last printed 12/20/2005 9:24:00 AM Fad Ap AT ‘Z uJ Pu ' E51 -r-iki au_ V t AL_ F t DA-- e kt_ A6 .z m LL Foundation Inspection Report Office No.(518)761-8256 Date Inspection ed: oU Queensbury Building&Code Enforcement Arrive: A / , i•part: : pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi:0,411, NAME: S ti (3 1-- P ' I T#: / / 3ä LOCATION: (3c c Rd "ECT ECT ON: (p--z--/ TYPE OF STRUCTURE: 0 M M 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/Walipour r< Reinforcement in Place Footing Dowels or Keyway in place 4V C Foundation Dampproofmg NJ\ Foundation Waterproofing Ve5' Footing Drain Daylight or Sump Footing Drain Stone: Ni\ 12 inch width 6 inches above footing LCD- 6 � 6 mil poly for wet areas under slab l�� 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 12/20/2005 9:24:00 AM Fr ,'daLS Foundation Inspection Report Office No.(518)761-8256 Date Inspection . . ... 1(1— Queensbury Building&Code Enforcement Arrive: _ ! • ►-part: 1 • ' pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: S P ' n: PERMIT#: /o�—/3 S LOCATION: 8 QINSPECT ON: to- 15—IA TYPE OF STRUCTURE: 2_ ‘ 1•tjse \`00> Comment! 01/ Y N N/A rErm-2) E \ �6�j Monolithic Slab `- Reinforcement in Place The contractor is responsible for 1 O� 6?Q EAO providing protection from freezing E b c for 48 hours following the placement LY—i of the concrete. se on site. Foundation/Wallpour V-TWXt vJ i ER 02 c.3 E, \ uJ Reinforcement in Place Footing Dowels or Keyway in placeuJEgr Foundation Dampproofmg C_Ow.vv‘vJ‘)ED be Foundation Waterproofing uJ ALL LEtJT�r� SEr_Ttiot) Footing Drain Daylight or Sump —�-p 61: o7- t\ �J�e Footing Drain Stone: $ D 12 inch width t 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 Forrns\Building&Codes\Inspection Forms\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 1V3 ) / A-'0 0 ` Office No.(518)761-8256 Date Inspection .. 11 , , i y Queensbury Building&Code Enforcement Arrive: 1 .I : „ . .ep: : lZ,OD: ,, ,m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi:�s: „ 4 NAME: c_36\i (-W PERMIT#: 1 Z— LOCATION: (o LI a �S c_31)6\i INSPECT ON: 3 i.)-- TYPE OF STRUCTURE: Z ` /6.P6- `Cb t3 6 Comments �_'` \ Y ! N N/A Footings pic\�T1 61 O 1/4:2Tk--1 VJ 1 tSTEVl Piers F oOT\ 1/35 Monolithic Slab / Reinforcement in PlaceQ --C:\-- _____INA The contractor is responsible onsible for providing protection from freezing for 48 hours following the placement of the cont ^ r�ose o .site. Fount -"'o• Wall•• ` / A . 1 53 To 4 . I Reinforcement in Place ,/ Footing Dowels or Keyway in place Foundation Dampproofmg , -QC) -7 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 (ct. erc\ Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ- ved: Queensbury Building&Code Enforcement Arrive: : / L 'epart: t:Z c. pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: i NAME: SL d ( �t> ermTr#: 1a" 13g LOCATION: (p'4Q Q F INSPECT ON: - TYPE OF STRUCTURE: � Comments Y / N NA Footings vJ CST � Lk_ 00--C. az-_) Monolithic Slab Reinforcement in Place ✓ F�V\ 7 L- The contractor is responsible for \ LI) 11"-(30C- Q06 \ \ providing protection from freezing t \-11�F for 48 hours following the placement �— �d 1}/- �� rJ6 of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatfon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Lo eia A as do I -- Foundation Inspection Report PeI to e ) Office No.(518)761-8256 "led:Date Ins hon (o�-- Queensbury Building&Code Enforcement Arrive: GU : Depart: Igo : : 1pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial . n / T#: ( 1 NA : � cia / e - /3 8 LOCATION: (0),//) 6 Rc-t i SPECT ON: (A— to—I Z TYPE OF STRUCTURE: 0,e Comments a-A-4 i t o _ �^ LIr3 E T Y N N/A _ 9 Li.3E-_. Footings 1?30 — 12.i. V30— \Z $ Piers F$ — `C-b F 1 b — l0- Monolithic Slab _,2 #i Reinforcement in Place (-0 EST The contractor is responsible for _ 91 Z providing protection from freezing $ZcVt5 ‘72-14 — for 48 hours following the placement Q Zy — Q of the concrete. Materials for this purpose on site. Fl!p .- L Foundation/Wallpour P30 — ‘Z Reinforcement in Place Footing Dowels or Keyway in place P V7 O— ‘ Z Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: Z L- M �‘IJP 12 inch width 6 inches above footing 6 mil poly for wet areas under slab 1 -- Backfill Approval ik\)`�` --- t o3 C3E FL Plumbing Under Slab PVC/Cast/Copper �--�� F 0% t—� Foundation Insulation Interior/Exterior �� 'L17 h i 1 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 request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: S It N U, 1st K PERMIT#: / — .3 g LOCATION: Ra, Rd INSPECT ON: [O_5'—/A TYPE OF STRUCTURE: Comments 1 Y V 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 Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing ____kmil-pely-fer-wvt areas under slab Backfill Approval r a �t um in ��"` } umbing 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 'ection ed: C��L IL Queensbury Building&Code Enforcement Arrive: : r 4 Depart: 0' ni 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini :4's� NAME: �� .�< \,�i l� /1v1>�1Gr p. IT#: r - 3� LOCATION: L \N--'1� ,L ��;j I : 'ECT ON: 5/3 TYPE OF STRUCTURE: I ! ��-7 Comments X N 1":;. Piers Monolithic Slab \L,� O-T\ � 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 of 06 Footing Dowels or Keyway in place ✓ k 0G Z.�T ti a� vC�jtJ�V-'<\ 16 � Foundation Dampproofmg roNe Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Buiiding&Codes\Inspection Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection : Queensbury Building&Code Enforcement Arrive: 4 .;iry�� Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti NAME: k\ t� `t_ ' ' I #: LOCATION: to x-16 C�,{�`� 0,SPECT ON: 5.—71 — 1 Z, TYPE OF STRUCTURE: Comments A>1 C E G �� 6-7.1 ‘ R\ Y N 14/A, Footings Piers Com`' ');,-__= Monolithic Slab �D \-- r Reinforcement in Place �� L03 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 ;r F 1 `L— Foundation Dampproofmg ` 7-, \Z E x714 /RN- Foundation Waterproofing 7 Footing Drain Daylight or Sump (c L=v-% V`3C: Footing Drain Stone: F `t 445a Q 3 `R `L 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 Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection -•ue: ,ed• Queensbury Building&Code Enforcement Arrive: VY-V) Depart: \D 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: CS L D t,D,Id PERMIT#: Z -- \3S LOCATION: ��,;�� P--7 INSPECT ON: TYPE OF STRUCTURE: Continents Y E Footings 1 1 v.) fl� 43 K_Vi.} } Piers Monolithic Slab / � �� OD .6 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. 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\Buliding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ours cz - 1 D (..126 ?) Foundation Inspection Report Office No. (518)761-8256 Date Inst: '.n n•ue• •-iv 5--a .3-I Queensbury Building&Code Enforcement Arrive: ,�-c;� : �� • depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: s: NAME: SUN LAgr�C Co t�°. 'ERMIT#: 1 D.,, .3 b LOCATION: a INSPECT ON: 5— a41--/ a, TYPE OF STRUCTURE: JOG 1 m Comments Y N /A FootinSs s _ Monolithic Slab O EA D• ",3 L_ Reinforcementin Place i4= VkEt-31 ( 1 C - 30 Nt'l The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. ateri; s or .•••••se on site. Foundation/Wailpour 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 Fonm\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 10=30 Foundation Inspection Report Office No. (518)761-8256 Date Inspection • i i • re :'ve'. Queensbury Building&Code Enforcement Arrive: LT ,a1• Depart: lila�am sry 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: s ,j' NAME: U►J \ ! 1 Q `� ' RMIT#: I LOCATION: Gt l a I * INSPET ON: 5- 2+-4 -t Z TYPE OF STRUCTURE: i � , :'.. tt u1%w 6 Comments Y /N NLA Footings Piers `�\�Mt Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. 6)(/Found Maatiterials/forWathisllpurpose on site. / on pour v/ Reinforcement in Place ` \ Footing Dowels or Keyway in place 66" t-1 l�r� Foundation Dampproofing 6 72 Foundation Waterproofing ( r\E- 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM / D --Q Foundation Inspection Report Office No.(518)761-8256 Date Inspection req ' ed. i— a i-( a Queensbury Building&Code Enforcement Arrive: A p sD- : : 12:.30 p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials.‘/Ur •NAME: IOW" k 1� ► !t ,RMIT#: f oZ—J .3 g LOCATION: . 3 ; SPECT ON: a TYPE OF STRUC ' ► � Comments Y N N/A R Footings QAC T `�� f Piers V �rpp-�t rJ 6 0 E-\ 'P1,1L. tA536\ Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing SE L 1DVFC\ 1013 for 48 hours following the placement k&E., cA O of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place OZ Footing Dowels or Keyway hi place ✓ FOOTS 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•\Bullding&Codes Forms\Buliding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM