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2010-036 TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 �_ rY Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100036 Date Issued: Friday, February 10, 2012 This is to certify that work requested to be done as shown by Permit Number P20100036 has been completed. Location: DIXON Rd Tax Map Number: 523400-302-014-0001-079-002-0000 Owner: HAYES & HAYES LLC Applicant: HAYES & HAYES LLC This structure may be occupied as a: Duplex By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (9' aviP 4 4k-- 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 F4r0 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100036 Application Num er: A20100036 Tax Map No: 523400-302-014-0001-079-002-0000 Permission is hereby granted to: HAYES &HAYES LLC For property located at: DIXON Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans , • oth, ormation her; o filed r/ and approved and in compliance with the NYS Uniform Building Codes and .1 Qu:-nsbury Zonin: Ordinance. Type o onstruction Value Owner Address: HAYES &HAYES LLC $140,000.00 395 BIG BAY Rd Duplex �vas f�! $140,000.00 QUEENSBURY,NY 12804-0000 �' Contracto or Builde 's Name/Address Electrical Inspection A:-ncy Plans&Speci i ations 2010-036 BUILDING 3 - 19:4 sq fl duplex $277.76 PERMIT FEE P D-THIS PERMIT EXPIRES: Thursday,March 15,2012 (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 Tovxensb , /47y'iu �rch 15, 2010 � SIGNED BY RdY for the Town of Queensbury. Director of Building&Code Enforcement 30 z , Ai_1 OFFICE USE ONLY TAX MAP NO. 7 76 Z -0 4. FE ) `j 2010 PERMIT NO. FEES: PERMIT f-71; ECREATION I ;,.2 76 ENGINEERING TOWN 0 QUEENSBUR4' (If appli.,• .- =• I NO & CODES PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING A PERMIT MUST BE OBTAINED BEFORE BEGINNING CO PERMl7 REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTIIONAPPLICATION IS SUBJECT TO APPLICANT/BUILDER: - U��/ OWNER: f Grj-v ADDRESS: d, 4 "1, ADDRESS: PHONE NOS._____7 / , PHONE NOS. ./2_ _e_____. r 4 ..2__ CONTACT PERSON F & CODES COMPLIANCE: )4 r'l /_l PHONE: 7") -k LOCATION OF PROP HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 0 YES Cr NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: ___________glk__ PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW CHECK ALL THAT z PROJECTLL1 LL co APPLY O YOUR ° 0P cc ° W OW Ju.. W J ° F- W LL I = W 0 J � d o 2 2_ ,,F= Z < < r, co NCCO 0LLL oIL °W' W Z CL 2 06 SINGLE FAMILY TWO-FAMILY 7 f9.2- 99-2- , MULTI-FAMILY L (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ' 4-- ESTIMATED CONSTRUCTION COST: ' Qf/1j401©®0 Fl IFI TYPE• �4 i— (��'_ B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 1" ARE THERE EASEMENTS ON PROPERTY? di/ 11 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 and agree to the above. Signed _____M___2 _.___.7---- 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) r • 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: /,;4 AZ,...1 BUILD `T/ CODE 'APAV OVAL ZONING APPROVAL AA ur DA .E DATE QUESTIONS? CALL 761-8256 OR EMAIL Office Use Only codesOqueensbu rv.net VISIT OUR WEBSITE FOR MORE INFORMATION 302 . / OFFICE USE ONLY TAX MAP NO. PERMIT NO./0-03 6 PERMIT FEE 4-' APPROVALS: ZONING TOWN CLERK ': ---Ta .0i-QUE NSBURY - BUILDING & CODES APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERIVITI A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT T REVIEW BEFORE ISSUANCE OF A VALID PERMIT. / <7ci �, n OWNER: �/��� INSTALLER: 4/ei r' ADDRESS: Jr rW/c ADDRESS: 7/f F/8 Z PHONE NOS. 7 52 - 9/7 0l- PHONE NOS. 7'2_ 9/I/2_ LOCATION OF INSTALLATION: /0) Xte-1 /�-✓` Q6� NO.OF RESIDENCE INFORMATION: YEAR BUILT X COMPUTATION= = TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? 4-' ' 1981-1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom = 2a5 ) INSTALLED? wo (Pe,'PARCEL INFORMATION: A / ✓ TOPOGRAPHY: Flat rolling ✓ Steep slope %Slope ✓ SOIL NATURE: Sand v Loam Clay Other ✓ GROUNDWATER: At what depth? ✓ BEDROCK/IMPERVIOUS MATERIAL: At wh epth? • DOMESTIC WATER SUPLY: Municipal Well (If well: Water supply from any septic system absorption is ft.) alt " — .5ept,c1 fb 4 /i4e./ ✓ PERCOLATION TEST: Rate is minutes per inch [MPI] To S .,, (Test to be completed by a licensed professional engineer or architect.) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: /Ob 0 GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTE PE: ABSORPTION FIELD (WITH NO. 2 STONE) Total length /07,0 ft. Each trench k X S ❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? r.,.,...r.,.,.,.,n.:.:.,..e.,.r...:.......:...:...r,r.r.:,:n.:.r.,.x....x,.,.,.:.,.,.r...,.:.,.:.r.:.,.,.:.:.:.,.,.,.,.x:.:.:.:.:.:.,.,.:.:.:.,.,.,.:.,.:.,.:.:e.,.:.,.:.,.:.....:.....,e.:.r.:.:.:.:.; NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. An.:.xwe.xm.nrnnen.o,n.u,.wn.w.urn.mn.u:.r.uuxxw.x,.nnnrenn.r.r.uw.xxxr.rn.xeumn.wn.nuu:nn.xuuunu.nnmxrnn.m.w.mn.xun..xunxu,n.rnnne.,.xxn..x..wee...rne.xxw.r.r.ue:.,•x:nn..n,n.r.r.eux,.wn...x..,n..mo...nnn.,.rn.xx......nuuxn..x..m..n.nwn.xnr.....r.,:..n.nnrnn...nx..,:.,. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. - I Queensbury Building & Code nforcement - Re ' ential Final Inspection Office No. (518)761-8256 Arrive: /am/pm Depart: 1' ) am/pm Date Inspection reque t received: Inspector's Initials: n NAME: PERMIT#: / t��Z . LOCATION: ides_ 3 DATE: ,-/e)--/ TYPE OF STRUCTURE: A--),.Jc L - -— Comments: .1;i, Yes No N/A �,� 4" Building Number Address visible from road V,. Chimney Height/'B'Vent/Direct Vent Location .).)t -3-- S Fresh Air Intake / 3 inch Plumbing Vent through roof minimum 18 inches v/z Roof Complete 1 Exterior Finish Complete Vit Platform at all exterior doors ✓ Handrail 4 or more risers V Guards at stairs,decks,patios more than 30 inches above grade / Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more V / Handrail Termination at Newell Post or Wall r/l Interior/Exterior Railings 34 inches to 38 inches V/ / Deck Bracing/Handicapped Ramp Compliant f�/ Grade away from foundation 6 inches with 10 feet 1/ 6 inch clearance to sill plate / Gas Valve shut-off exposed/regulator 18 inches above grade ✓/ I Interior privacy/trim/doors I main entrance 36 inches V/ �/ Bathroom/Kitchen watertight V � / Safety glazing/iectdow in stairwells safety glazing Y •,,� Interior Smokeors/ry arbor Monoxide[detectors Everylevel: Ev Bedroo(n Outside every bedroom a: \/ Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access,1 sq.ft.-150 sq.ft.vents V Bathroom Fans,if no window � / Plumbing fixtures rv/ / Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification /� Floor truss,draft stopping finished basement 1,000 sq.ft. ti/ Emergency egress below grade j Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating a A Low water shut-off boiler / / Relief Valve(s)installed/Heat Trap/Water Temp 110 +/ Enclosed Stairs Sheetrock Underside minimum W Gypsum V Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/' hour fire door/door closer Gas Logs in Sealed or Glass Enclosure v‘17 inal Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan . / J Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles J/ Flex Gas Pipe Bonding V As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required0 / Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection Fonus1Residentiai Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Queensbury Building & Code Enforcement - Residential Final Inspection )) t. Office No. (518)761-8256 Arrive: am/pm Depart://. am/pm Date Inspection request received: Inspector's Initials: / j /`�. NAME: I � /0_ - / ' .„ / PERMIT#: -036 03 6 . LOCATION: /111111IMMIIIIITP. DATE: 0 - -12-- TYPE TYPE OF STRUCTURE: Comments: Yes/No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake / 3 inch Plumbing Vent through roof minimum 18 inches '• Roof Complete/Exterior Finish Complete Platform at all exterior doors ,� - j Handrail 4 or more risers ,�i 1` Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more .7/ Guard at deck,porches 36 inches or more ✓ 'j Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant ,►/ Grade away from foundation 6 inches with 10 feet / 7 6 inch clearance to sill plate ,//' Gas Valve shut-off exposed/regulator 18 inches above grade ✓/' / C `,a/k Old Interior privacy/trim/doors/main entrance 36 inches � Bathroom/Kitchen watertight Safety glazing/Win., in stairwells safety g:r'ng Interior Smoke i= «•rs/Carbon noxi• Detectors / ,n�-- -`�� Every level: E ry Bedro / Y Outside every bedroo area: �1�1 ���/// Inter Connected: ; Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area / Crawl Spaces 18 inch x 24 inch access,1 sq.ft.-150 sq.ft.vents Y Bathroom Fans,if no window ��lig � '^�- Plumbing fixtures / Foundation insulation to floor/Sticker on Panel ✓ Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. -� VL Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site V4 -31' ,-r2)Cilk / Oil Furnace shut-off at entrance to furnace area / h/ Furnace/Hot Water Heater operating ✓ / 4 3 i' --- Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum ./,/ Basement stairs closed rise>4 inches V V Garage Floor Pitched t// < -2 Garage fireproofing/9 hour fire door/door closer •• ed or Glass Enclosure V ;Energy Saving Light Bulbs 50% - 4 / - ` -- D - Limey Plot Plan / V � � Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles ,V/ / . ', ----- Flex Gas Pipe Bonding d As Built Septic System I Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] el L:1Building&Codes Forms\Building&Codesllnspection Fomis\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 f Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 } �l v Arrive: am/pm Depart: / f Z 1am/pm Date Inspection request received: I t Inspector's Initials: l NAME: -1 I1 Lf e S ( I-* e5 PERMIT#: . -- V-7 LOCATION: ) 1,.01—I Pc-ilsaV DATE: NAM Z-' TYPE OF STRUCTURE: \ ) ..._)(71 ,---R---7,•... Comments: YM. No N/A 4" Building Number Address visible from road <-r/ Chimney Height/"B"Vent/Direct Vent Location 1/ Fresh Air Intake /,, 3 inch Plumbing Vent through roof minimum 18 inches V," Roof Complete/Exterior Finish Complete ,fj N A- I _ 1 \ ,rUPlatform at all exterior doors J je )i( Handrail 4 or more risers / Guards at stairs,decks, patios more than 30 inches above grade / , --7 Guard at stairwell at 34 inches or more I ~'} "' Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall V Interior/Exterior Railings 34 inches to 38 inches v Deck Bracing/Handicapped Ramp Compliant / / ( _ t" ``�i`-' 1`" r Grade away from foundation 6 inches with 10 feet . r 6 inch clearance to sill plate v+ ` 1, ` I ``c" 'I� / Gas Valve shut-off exposed/regulator 18 inches above grade / 1 Interior privacy/trim/doors/main entrance 36 inches ,f Bathroom/Kitchen watertight - -k c1 7 / Safety glazing/Window in stairwells safetyglazing / Interior Smoke Detectors I Carbon Mpnoxic/'e Detectors Every level: v Every Bedroom 11 Outside everybedroo area: Ii V r " Inter Connected: ✓ Battery backup: U Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents / Bathroom Fans,if no window ti` Plumbing fixtures y7 Foundation insulation/Insulation Certification/Sticker on Panel / Floor truss,draft stopping finished basement 1,000 sq . / V Emergency egress below grade V Gas Furnace shut-off within 30 feet or within line of site V Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating i r Low water shut-off boiler L.\-1:2 Relief Valve(s)installed/Heat Trap/Water Term 110 Ve Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Basement stairs closed rise>4 inches ,, Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure__ / ;' Final Electrical 1/ Final Survey Plot Plan � / V Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles V ;/ Flex Gas Pipe Bonding V / As Built Septic System/Sewer Dept. Inspection Sticker V? J` Site Plan /Variance required / Flood Plain Certification,if requiredy% Okay to issue C/C or C/O[Teimporary/Permanent] of L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10 wee t Rough Plumbing / Insulation Inspects eport Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's initials:elk, NAME: /40SPERMIT#: 0-13 LOCATION: 3 INSPECTION: ti Apt - Gc // os()/ ,; STRUCTURE: TYPE OF OF / Y N N1A 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 I Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping P.S. for 5 minutes Insulation/ -esidential Check/Commercial Check = . imilar 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. C /1AA) rz_c4-1•AA-01-0), 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 received: Queensbury Building &Code Enforcement Arrive: am/pm • = •art: . pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 6,,,, 4 7 NAME: --k-A— PERMIT#: c5- 0 LOCATION: 1 I2� INSPECT ON: F TYPE OF STRUCTURE: _ I \_6 JJ`' l Y N N/A Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place 1 14 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet/chan a of direction Pressure Test Drain/Vent 1,1 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 minutes17 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 prope /No duct = • _ -Di/ 4`2—C • - , 11 cS . OMMENTS: 1 .4 .'\ Rough Plumbing Insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Rough Plumbing / `insulation linspe ion Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm • = .art 13 .11m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,, .►: NAME: ye,S PERMIT#: 1 ' •` • LOCATIO : -13(�r 3 o,,,` kINSPECT ON: PiP r. TYPE OF STRUCTURE: Y N N/A J Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place V 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 COMMENTS: - Lbx-- r c._ Rough Plumbing Insulation Repat,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: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: p A \ NAME: ~' , PERMIT#: - _ LOCATION: T ' ; :'A > , INSPECT ON: TYPE OF STRUCTURE: I 1MA 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. Stairway 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 nabs each side Draft stopping..1+400 sq.ft.floor trusses Anchor Bob 6 ft. or leson center Ice and water shield 24 inches from wall '-Fire-eeparatio hour Are 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:tBuiWlng&Codes Forms-OI.01Buiiding&CodeeJn.pedion Fonn&Frmming FUestopping Inspection Repottdoc Revised Janupry 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: z1 /01 k i Queensbury Building&Code Enforcement Arrive: am/ Depart: 21 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: /4- S (-A je c LL-L PERMIT#: 7-O LOCATION: i / V---C INSPECTD 7� it TYPE OF STRUCTURE:_621 L P gamingy B Jo_ COMMENTS: `Attic Access 22"x30" minimum �� , Jack ) t Studs/Headers 1� Bracing/Bridging �f I i ( U Joist hangers Y C /44,/ `� Jack Posts/Main Beams Exterior sheeting nailed properly v 5 I)- --C--- L 12'O.C. Headroom 6 ft. 8 in. 1 Stairwells 36 in. or more \ 5 r lr f ,- cl Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls -co Ori-tvg----i ,.. Metal Strapping for Notches Top Plate r: 1 'A(w) 16 gauge(8) 16D nates each side ' �'''�" `T Draft stopping 1,000 sq. ft floor trioses 1PrW cC-03A-0 ' Anchor Bolts 6 ft or less on center .i Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour 1 Fire wall 2, 3, 4 hour Firestopping I Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 16 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:\9uiiding&Codes Fonns-OLDIBuilding&CodesIrnpeclbn FomislF,smIng Flrestopping Inspection Repoitdoc Revised Jemmy 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: -5 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 3 �� ) NAME: (..4•1\-,105 ..0,-P-.....,-LA-2PERMIT#: _ C) LOCATION: T)nth INSPECT ON: 73 TYPE OF STRUCTURE: naming Y COMMENTS: ss 22" x 30" minimum Jack Studs/Headers Bracing!Bridging \I- Tfe....6vt -' ,� <e1..AS S 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 _ , r 1 'A(w) 16 gauge (8) 160 nails each side Draft stopping 1,000 sq. ft floor trusses I -w. -- _ ti Anchor Bolts 6 ft. or less on center ,,, Ice and water shield 24 inches from wall ' ,AT , Fire separation 1, 2, 3 hour Fire wall 2, 3 4 hour C- a► Firestopping -, Penetration sealed c {jCi'C2e rr) 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 cCG2tk- Ceiling/wall Windows Habitable Space/Bedrooms t ' i 24 in. (H) 20 in. (W) T 't -4A-41L)-5 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forrns-OLDSuilding&Codes\Inspection FonnsiFraning Firestopping inspection Repo,tdoc Revised January 7,2008 / nFramin / FirestoppingInspection e � Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:/I NAME: PERMIT#: I '- I LOCATION:/ /to /4 2 /J �(ot INSPECT ON: - TYPE OF STRUCTURE: )--r A '( ming Y A COMMENTS: Fra s 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers _ow- Jack w-Jack Posts/Main Beams -V\-4NY-t�0 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/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forms-OLDBuild ng&Codesanspection FormssFraming Firostopp ng Inspection Report.doc Revised January 7,2008 ( J : oo) / -3 rrid7, Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque ,• Queensbury Building&Code Enforcement Arrive: 1". 12 : Depart: 1;LVDami 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial..4,647 ,' NAME: / PERMIT#: D — 03‘ l LOCATION: INSPECT ON: 7 / -/D TYPE OF STRUC ' : 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 t' o .. Li. 1 i r. 't.. g yG Foos gay i.,'torSump "Si4i2*-A)*. Footing Drain Stone: ---r 12 inch width 6 inches above footing Y6 mil •1 for wet areas under slab Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM F. /.0 7,€c' cI Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ,'�. am/pm s �2 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial .) NAME: � PERMIT#: r - s (p LOCATION: iktit/ I;)c 6 4 ./ INSPECT ON: -- r TYPE OF STRUCTURE: Commenipl 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 C r: - Foundation DamPProofin ( 42- 215t -- g '2. Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width mc. , above footing r- 6 6 mil . ly for wet areas under slab 1 ..Ro Backfill . • *royal 1 Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buiiding&Codes Forms\Buiiding&Codes\Inspection Forms\Foundatlon 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: 2 \ -tim/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: C..1"4 NAME: ( T2.c3v Y PERMIT#: —0.3 C ' LOCATION: \--)-L\14INSPECT 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 Dampproofing Foundation Waterproofing �\ 6< 11 Footing Drain Daylight or Sump S_ 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: am/pm Depart: !` `_" pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: l NAME: t ( g I A7 PERMIT#: CO LOCATION: INSP T ON: � t Lo TYPE OF STRUCTURE: -411, Comments Y N N/A Footings3 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 R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report y' 7- 11 Office No.(518)761-8256 Date tionquest received: Queensbury Building&Code Enforcement Arrive: •25 am/pm, Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials: � • NAME: got PERMIT#: ..} LOCATION: i); ,x--r)I.— gl INSPECT ON: TYPE OF STRUCTURE: Comments N N/A C- Y ting� Monolithic Slab /1//‘ / 4611 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 Fooling 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\Bullding&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Datet}dp rSguest received: Queensbury Building&Code Enforcement Arrive: p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 2� NAME: #4916PERMIT#: 1D `n D03.0LOCATION: D4)N ICn D INSPECT ON: tA9j tq Je TYPE OF STRUCTURE: Comment 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 Reinfo a t' Place Foo;1 : Dowels •r Keyway in place Foundati• P.: is pproofing 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 Inspec.tio�n�uest received: Queensbury Building&Code Enforcement Arrive: 1� _ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: h67 PERMIT#: /0`—LOCATION: ' '� h INSPECT ON: %C\tl0 TYPE OF STRUCTURE: t Comments If/ N N/A Footings Piers Monolithic Slab Reinforcement in Place .� The contractor is responsible16rk 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:\Buliding&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM