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2010-301 TOWN OFQ UEENSBURY ow742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100301 Date Issued: Thursday, February 10, 2011 This is to certify that work requested to be done as shown by Permit Number P20100301 has been completed. Location: 25 MELDON Cir Tax Map Number: 523400-289-020-0001-049-000-0000 Owner. MICHAELS GROUP Applicant: TOWN OF QUEENSBURY This structure may be occupied as a: Garage Attached By Order of Town Board Townhouse TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, s % .1 ;! ' /� Variance,or other issues and conditions as a result of approvals by the Director of Building&Code'nforeeent Planning Board or Zoning Board of Appeals. ��` TOWN OF QUEENSBURY f01 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100301 Application Number. A20100301 Tax Map No: 523400-289-020-0001-025-000-0000 Permission is hereby granted to: THE MICHAELS GROUP LLC For property located at: MELDON Cir in the Town of Queens bury,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 Queens bury Zoning Ordinance. Type of Construction Value Owner Address: THE MICHAELS GROUP LLC 10 BLACKSMITH Dr Garage Attached MALTA,NY 12020 Townhouse $150,000.00 Total Value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-301 25 Meldon Circle - 1939 sq ft townhouse&418 sq ft garage $313.26 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,July 15,2011 (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 Tp u„gf Quee ury; fTl ur day,July 15,2010 SIGNED BY ( r '-� /,‘ l ;(/ f for the Town of Queensbury. for Director of Building&Code Enforcement ti SI e_L -� .....27E USE ONLY r TAX MAP NO. PERMIT NO. / '.:7— _.3n/ FEES: PERMIT 3�3 RECREATION ENGINEERING '.,:ii?' .: (If applicable) 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. APPLICANT/BUILDER: Toe ‘'-A1 WAS Cizatx> OWNER: SAMe ADDRESS: 10 B1A4KSl.VTw AR, tAbA-To,,Ny 1207.0 ADDRESS: PHONE NOS. e>`1`i-b311 PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: T. L0CASC10 PHONE: S57"t144 LOCATION OF PROPERTY: 1--°1- 32 Mtk.00n1 G 17-c-Le (2 = s -r #� SUBDIVISION NAME: 1-4IL-i>44 YD CwSSIN-C1 S PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOURZ O a d a w 1 PROJECT p Q p CC 8O co 0~_ w �� �� w ¢ adv w 0 Vie`O z O ~F- O~ QWZ Z < ¢ -co N U) 0 u I-LI- a 2 66 SINGLE FAMILY P TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE NC 1,589 360 - I IcIsn -2 1t-i3 4/- BUSINESS /BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED q 1 GARAGE(103) OTHER Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 1 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: /5-°)5 a° ' FUEL TYPE: C./> 5 HEAT TYPE? FHA *HOW MANY FIREPLACE(S) 0 AND/OR WOODSTOVES(S): CD ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: SIN. i'-s rceiue.,Ce ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? *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 and agree to the abov Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codesaqueensbury.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.queensbury.net required permits, the permit process, application requirements or to schedule an appointment) This application/ proposed action described Permission is hereby granted to the above herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: ZONING APPROVAL DATE BUILDING&CODES APPROVAL DATE l aTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Fal Inspection O ce No. (518) 761-8256 Arrive: am/pm Depart:f' -i am/pm Date Inspection request received: Inspector's Initials: S ` /NAME: l/i Ili ' 1J ` -r PERMIT#: %t LOCATION: 5 plek r 'Ifs _ DATE: 0kl) k-\ TYPE OF STRUCTURE: Comments: Yes/"No N/A 4" Building Number Address visible from road \/ Chimney Height!"B"Vent/Direct Vent Location f r� � Fresh Air Intake ✓ cV<<-P:� 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete of (NA-t,; 46-C - &- Platform at all exterior doors Handrail 4 or more risers ''6 . ---c- c 1 1 "�w '''k Guards at stairs,decks, patios more than 30 inches above grade / Guard at stairwell at 34 inches or more Uj Guard at deck,porches 36 inches or more VV Handrail Termination at Newell Post or Wall terior/Enrior Railings 3e inches to 38 Deck Bracing/Handicapped amp Compliant -2 \A_ 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 Interior privacy/trim/doors/main entrance 36 inches 1/. kdiji/Wirr2-- Bathroom/Kitchen watertight f/ Safety glazing/Wind• in stairwells safety gl. ng ✓ LA/75-N-Oct't5 Interior Smoke Det- ors/Carbon noxid- Detectors Every level: Eve Bedr m: V/ Outside every bedroomea: f Inter Connected: t 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 Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel /7 . it Floor truss,draft stopping finished basement 1,000 sq.ft. 4 ./ Emergency egress below grade �� Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating / Low water shut-off boiler v Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum 7 Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door!door closer Duct work Sealed properly 0V Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan47/ Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding \ V As Built Septic System ewer Dept. Ins er Site Plan !Variance requires \/71 Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] 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 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: tc4a /s LOCATION: 2 Rd,ZDA 767 PERMIT#: /t 3d( Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has b:- : A Crai. ! own, Zoning Administrator Notes: L:1SueHemingway\Building.Codes.inspection.FORMS\Fina1 Survey Zoning Administrator.doc MAP REFERENCE MAP OF A SURVEY MADE FOR THE MICHAELS GROUP, LLC BY.• VAN DUSEN & STEVES DATED: OCTOBER 14, 2009 LOT 31 #45 MELDON CIRCLE \ ASPHALT \ DRIVE PORCH •Gu MELDON CIRCLE AREA 9,470.40 ASPHALT •20 DRIVE /�4 v STORYC D FRAMEDWNHOUSE _ ,.Cb /NOLO OO LOT 33 #F23 MELDON CIRCLE AREA 4,123.33 sq.ft. 0 LOT 26 #81 MELDON \ .CIRCLE C 1 ASPFtALT DRIVE L=13.11' R=25.00 LOT 34 #21 MELDON CIRCLE AREA 10.965.93 sq. ft. 3' `� 132 • $` 3oa r 6�� 30,Z10"". / a�i •� `�/ S t e v e s Land Surveyors 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Lic. No. 50135 'UNAUTHORIffD ALTERATION OR ADg7Kw TO A SURVEY YAP eEARnW A LWENSED LANA SURVEYORS SEAL IS A VOLATM OF SECTION 7208, SUB—pN510H 2. OF THE NEW YORK STATE EDUCATKw LAW.' -ONLY COPIES FROM THE OF THE OF SUHIS SURVEY VEYORS HEAL S MTH E ORIGINAL OF 71E LAND suRN_COPI SEAL SHALL BE CONSWERED TO BE vAUD TRUE COPIES.' INIS�RT�&ATWAS wEPATm *4 ACC �IFY THAT DOS SURVEY WAS PREPARED w ACCORDANCE rATH THE BY THE SDE FOR LAND OF YORS�� BY THE NEW YORK STATE ASSOCIATION OF PRO,ESSKINAL LAND SURVEYORS SAW CERTFTCATKINS SHALL RUN ONLY ON HISTHE BEHALF FOR E T11LOM E'E ' 15 ERNIANT ""° ON IBs BEHALF To THE nn.E COMPANY. covER,alorrAL AGENCY AND LOOM INSTITUTION LISTED HEREON. AND ,O THE ASSOIEEs OF TME LENDw INSTITUDON.• 1 Map of a Survey made for • The Michaels Group Town of Queensbury, Warren County, New York 1 t�atel uune ;�u, �uiu Scale 1'=30' 1 �� 1 OF 1 3 2107111 FINAL SURVEY 2 9,102110 FOUNDATION LOCATION 1 6117110 MOVE NORTH 5' Michaels DWG. NO. 99312 32-33-34 1 NO. DATE DESCRIPTION /-3 �2(' /� 5<' Foundation Inspection Report Office No.(518)761-8256 Date Inspection.request received: Queensbury Building&Code Enforcement Arrive: I '{) am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectof's Initials: NAME: /j ( / /= PERMIT#: /(í ' ) O / LOCATION: 2 S Ac (16(y—, ( , (y—�-� INSPECT ON: /— 7- TYPE OF STRUCTURE: / Comment Y N/A etings wF 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/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes forms\Building&Codes\Inspection Fomes\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM tioIRou h PlumbingI Insulation ction Report Office No. (518)761-8256 Date inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:L am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Iniitials: ___ NAME: 4 I ae-s , PERMIT#: /O•-3iO LOCATI : 2�` file c�� ( rde INSPECT ON: /0 -rte /© TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washirs 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 Water Supply Piping 0 P.S.i fo 15 minutes Insulation/ •esidential Check/Commercial Check , Tyve_ LorSimilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No insulations V Duct/Hot Water Piping Insulation If required unheated spaces Combustion Mr 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 cFraming / 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!nideisgh6e119. v NAME: , 612.00i2 PERMIT#: Zaj& LOCATION: '70/^-;Z t' -�"C� INSPECT ON: (0 (ct l TYPE OF STRUCTURE:___ Framing Y I WA 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/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 ,6(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 I - �► 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-OLDDBuNding&CodesInspedfon FormsCsaming FlnsEopping Inspection Repo tdoc Revised January 7,2008 'J -cy,' ?-4 rnOtkic-y Framing / Nrestopping Inspection Repor, 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:,445_19_ NAME: fCf . (2ro v PERMIT#: T O LOCATION: 2_5"-- //'t' , '[ ;`,�-�'� INSPECT ON: <) % -/C) TYPE OF STRUCTURE: 7t` ‘/I naming N COMMENTS: Attic Access 22' x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers V Jack Posts/Main Beams 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 '6(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 fit val17 4 hour Flre$topping on 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:iBuitdkp&Codes Forms-OLDtiBUNdkq&Codee'napeclion FoimsiFnrting FMwtopping Inspection Repgtdoc Revised January 7,2008 iRough Plumbing i Insulatoni i pection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pmii\lepart. am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:(& NAME: ���� PERMIT#: �- �C� LOCATION: 5f e/ INSPECT ON; � rr� TYPE OF STRUCTURE: _ kIk; o-t Y / N1A Rough Plumbing Nail Plates `RWmbi _ /Vents in Place 1 14 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'+hest 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 Plumb4ng 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 Ins - j request received: ��'f/-1/3-0/ c Queensbury Building &Code Enforcement Arrive: AM/am/pm rt: am/pm 742 Bay Road, Queensbury, NY 12804 Insp=. .is I itials: NAME: /4d4 PERMIT #: c•-, 016 — 30/ LOCATION: Reif or. Or INSPECT ON: 1O/4)-/moi TYPE OF STRUCTURE: 5F0 Y N N/A Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place 1 '/s 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 P est Water Supply Piping ead 50 P.S.I for . 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 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:14.ta, NAME: �- '� PERMIT#: `sem LOCATION: 'S Gf?/,)5Ti iCINSPECT ON: Crl z+ i.o TYPE OF STRUCTURE: — 1 Framing I a BM COMMENTS: Attic Access 22"x 30W minimum Jack Studs/Headers °*2 "� ,- c7C) Bracing Bridging Joist hangers Jack Posts/Main Beams 42-c- '1") 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 naus each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center (- \ ce and water shield 24 inches from wall Fire separation 1, 2, 3 hour F'� L Fire wall 2, 3, 4 hourc>"V. 2 -C2-5 - cam` Firestopping �--- Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'A inch or 5/8 inch Type X � yZ` 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 ( 1 L:1Building&Codes Foms-OLD1Building&Codeslinspedion Fon ffrexning Firestopping tnspson Repoctdoc Revised Jenta►y 7,2008 ( r/ems--is ,r r-J /O ft7ct Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: : LOCATION: /115.:5- �/� �, ,� INSPECT ON. TYPE OF STRUCTURE: Comments Y N MA_ 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 • ove footing 6 mil ly for et areas under slab ackfill Appro 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 Forms\Foundation Inspection Reportdoc 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/pnr' /" ,Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: Nil& NAME: • ),.x Ct /4...e..,...4_,- �-,p/ PERMIT#: J D ' I LOCATION: l .c--&-( ' ) C i/aC _ INSPECT ON: /5/ /0 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. Foun ion/Wallpour R orcement in Place Doting Dowels or Keyway in place Fo dation Dampproofmg 7/, /oundation Waterproofing Foo ' g Drain Daylight or Sump Doting Drain Stone: / 12 ' h width orches above footing 6 mil poly for wet areas under slab Backfill Approval 7/ 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 10 - 1Z- Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/.1112.)/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: fV1tCk)C/� I PERMIT#: /OIQ/ LOCATION: 2 S /,4e /C,f r,yam-- INSPECT ON: ?— 70 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 Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&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 request received: Queensbury Building&Code Enforcement Arrive: am/ art: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �� NAME: kik kCii-Li\-6 S C j' . PERMIT#: /0 .., 3 I LOCATION: \Mc C.i3 Up-C INSPECT ON: 7 /24? //C) 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 7 info . ,t 1, Place Footin_ ��••wels %r Keyway in place Fours. . on Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: amDepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial ./ m NAME: .z,(.at-5`` V PERMIT#: /0 7 30 \ LOCATION: 6-��/\.) C_t�C-- INSPECT ON: 7 / i )(0 TYPE OF STRUCTURE: Comments N N/A Footings Piers Monolithic Slab7 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 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\Buildiing&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 Insto request received: Queensbury Building&Code Enforcement Arrive:d',* am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspec 'rfi s'Initials: NAME: / r(-' P f PERMIT#: l O -30/ LOCATION: 2 S' efa', y� ;,�'r� INSPECT ON: -/() TYPE OF STRUCTURE: Comments Y\ N NLA Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM