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2014-534 TOWN OF QUEENSBURY woo742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140534 Date Issued: Monday, April 27, 2015 This is to certify that work requested to be done as shown by Permit Number P20140534 has been completed. Location: 80 MELDON Cir Tax Map Number: 523400-289-020-0001-038-000-0000 Owner: MICHAELS GROUP Applicant: MICHAELS GROUP This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Townhouse Issuance of this Certificate of Occupancy DOES NOT relieve the property ci),;,„„0 4 1 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. 1� TOWN OF QUEENSBURY 742 Bay Road,Qucensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140534 Application Number: A20140534 Tax Map No: 523400-289-020-0001-038-000-0000 Permission is hereby granted to: MICHAELS GROUP For property located at: 80 MELDON Cir 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: MICHAELS GROUP Fireplace SUITE 1 Garage Attached 10 BLACKSMITH Dr Townhouse $220,000.00 MALTA,NY 12020 Total Value $220,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2014-534 Townhouse 1st Fir 1,461 sq ft; 2nd Fir 551 sq.ft. Garage 417 sq.ft.; 1 Fireplace $402.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 30,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o Quee ury; 0d f h 1 i : / I I ber 30,2014 SIGNED BY \ for the Town of Queensbury. Director of Building&Code Enforcement H5 3� Fire Marshal's Office Town of Queensbuny • 742 Bay Road • Queensbury, New York •12804Date ✓'r tatrip Michael J. Palmer, Fire Marshal• Gary Stillman, Deputy Fire Marshal APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER: TSE CISZ52 ,'uta INSTALLER/BUILDER: I3 Y-'T F 1Z- • ADDRESS: ADDRESS: I-16C) 4.-33,0.4.1k-e, N•f PHONE NOS. `-")$.it9+9 PHONE NOS. e\s. 5t=ia . ` ,C3o LOCATION OF PROPERTY: SUBDIVISION NAME: Hlt-P.4.1.D C SS1A1Cw S LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: M GILLL€ CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: �, l, ac, PHONE: `-$. 35`]'31"; ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT )G FIREPLACE, FACTORY BUILT* FIREPLACE, MASONRY FURNACE (GARAGE ONLY) *IF FACTORY BUILT, PLEASE PROVIDE: MANUFACTURER NAME: H Ems- MODEL NO. Dom/3132..-Ss�7. LISTED BY: NUMBER: QUESTIONS ? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshalAqueensburv.net MASONRY** CHECK ONE ✓ VISIT OUR WEBSITE SIZE IN FOR MORE INFORMATION TILE STEEL INCHES www.queensbury.net FLUE CHECK ONE ✓ DOUBLE i I CHIMNEY WALL TRIPLE WALL � INSULATED DIRECT VENT LINER CHIMNEY MATERIAL CHECK ONE ✓ **IF NON-MASONRY, PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION &BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Town of Queensbury / 9‘1MichaelF. Travis Highway ILVDL) Highway Superintendent Home (518) 798-0413 Department • 742 Bay Road—Queensbury,NY 12804 Thomas R. Van Ness Office Phone: (518)761-8211 Deputy Highway Superintendent Fax: (518) 745-4466 Home (518) 745-0929 DRIVEWAY PERMIT DATE: 1O/1A) )4 APPLICANT NAME: TSE IlcA-RiN S C)Ru�, LLC TELEPHONE NO.: X11 ADDRESS TO BE INSPECTED: t+41 U Gt�E—vc RETURN ADDRESS: Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by: Date: Approval by Highway Supt: Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R Van Ness, Deputy Highway Superintendent IY(a'V - - Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/p De art: I_ am/pm Date Inspection request received: X1\2115 Inspector's Initials: NAME: M\CVXWI: Cmvou.k PERMIT#: . �" LOCATION: Bo Me khay‘ DATE: 4.17711 7-cep TYPE OF STRUCTURE: •�b w r�Yw�,�.Sv '� Comments: ',. _11/N 0 N/A 4" Building Number Address visible from road V/ QXl - e -3 VVI Chimney Height/"B"Vent/Direct Vent Location ✓ J �� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete 4./' Platform at all exterior doors Handrail 4 or more risers VZ V"Guards at stairs,decks,patios more than 30 inches above grade V Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more .er Handrail Termination at Newell Post or Wall t/7 / Interior/Exterior Railings 34 inches to 38 inches — Deck Bracing/Handicapped Ramp Compliant ��, ' Grade away from foundation 6 inches with 10 feet - 7 - r''_,�� 6 inch clearance to sill plate ' Gas Valve shut-off exposed/regulator 18 inches above grade ..- Interior privacy/trim/doors/main entrance 36 inches / Bathroom/Kitchen watertight >� Safety glazing/Window in stairwells safety glai g Interior Smoke De ors/Carbon M oxide etectors n� Every level: Eve Bedro • N Outside every bedroom ea: 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 1/ Bathroom Fans, if no window ✓. Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification V Floor truss, draft stopping finished basement 1,000 sq.ft. ! 7Emergency egress below grade V Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area I/ Furnace/Hot Water Heater operating Low water shut-off boiler / Relief Valve(s) installed/Heat Trap/Water Temp 110 ✓ Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched ✓ Garage fireproofing/%hour fire door/door closer 1/,..,Gas Logs in Sealed or Glass Enclosure v/ Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding ✓/ As Built Septic System/Sewer Dept-Inspectfon�`ticker V Site Plan /Variance required— Flood Plain Certification,if required 0%:( Okay to issue C/C or C/0[Temporary/Permanent] • C r' U Ss IOSii5ne9e of 50-r Ae-roerr L:1Building &Codes Forms\Building&Codeslinspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Air Leakage Property Organization HERS Unknown Grainy Consulting.LLC Confirmed !OM+eldon Crcle 5113-211.3240 041221 15 Queenstrury NY 12/04 Stan Grainy.PE Rating No:02051S1 RaterID:5603922 Weather:Albartiy, NY Builder BO_Me4lon The Michaels Grasp INchaetsGroup_I eleldcviQueene> uryNYESH_T2_042215.blg Whole House Infiltration fSt,wer Door Test Heating Cooling Natural b�H 0.23 0.1/ ACH U30 Pascals 3.30 3.30 CFM U.25 Pascals 1062 1062 CFM.ri-50 Pascals 1666 1666 Eft.Leakage Area isq.in I 91.5 91.5 Specific Leakage Area 0.00371/ 0.00018 ELA!100 sf shell lsq.nl I. 1.36 Duct Leakage a.eaAagc to Outside Units QSitTlal; CFM s'•25 Pascals 0 CFM25 I CFMlan 0.0000 CFM25 I CFA 0.0000 CFM per Std 152 Ni A CFM per Std 152: CFA NIA CFM it 50 Pascals 0 Elf.Leakage Arca Isq.nl 0.00 Thermal Efficiency NIA Total Duct Leakage Urslis CFM25ICFA Total Duct Leakage 0.0777 Ventilation Mechanical Exhaust On., Senstte Reay er Eft.1711 0.0 Total Recovery Elf. iz i 0.0 Rate(dm65 HourslDay 24.0 Fan Watts 30.0 CoArg Ventilation Natural.Ventllan.) ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply rvtth ASHRAE Standard 62.2 2010 Ventilation rvd Acceptable Indoor An rljy.,t f n Low Rise Residential Buildings.a minimum al 65 clm 0r medurvcal ventilation must be provided continuously, 24 Airs per day.Alternatively.an intermittently operating mechanical ventilation system may be used It the ventilation rate is ad)usted accordingly.For exarnps.e.a 125 cf m mechanical ventilation system would need to operate Ii hours per day.as Lonq as the system operates to provide requred average ventilation axe each has. HEMI:Rate•Residential Energy Analysis and Fisting Software v14.5.1 This Inrc rratron docs not constitute are,warranty at enema cast or savi•ds. 1955 2014 Architectural Energy Corporation, Boulder.Colorado. X40 Queensbury Building & Code Enforcement - Residential Final Inspection c, ,:: l 1,` - Office No. (518) 761-8256 Arrive: am/p De art -4 am/pm Date Inspection request received: 1-i\"2-2-t\15 Inspector's Initials: NAME: M\CPCtel: GtvtIA? PERMIT#: lei- - LOCATION: BC Me 6ar\ DATE: 2' €l-25--W-.DTYPE OF STRUCTURE: •1-o vv n1-Nov,5� Comments: Yes No N/A cc�� 4" Building Number Address visible from road ' lo�1 .. Q.J�'-+ - 5 V - Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin! Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors i� Handrail 4 or more risers Guards at stairs, decks, patios more than 30 inches above grade /' Guard at stairwell at 34 inches or more V ,/' Guard at deck, porches 36 inches or more t// 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 feet7—' 1----.. (<N — 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above wade � Interior privacy/trim I doors I main entrance 36 inches Bathroom /Kitchen watertight Safety glazing/Window in stairwells safety glaz'•g Interior Smoke De ctors/Carbon M oxide %etectors al Every level: Eve Bedro : Outside every bedroom ea: Inter Connected: Battery backup: iI'' Attic access 30 inches x 22 inches x 30 inches(height) in accessible area (/ I t/ Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq. ft.vents Bathroom Fans, if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification7 Floor truss, draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Fumace shut-off within 30 feet or within line of site 17I Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler / Relief Valve(s) installed/Heat Trap/Water Temp 110 �/ Enclosed Stairs Sheetrock Underside minimum %"Gypsum t7 Basement stairs closed rise>4 inches / Garage Floor Pitched VA- Garage fireproofing/3/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure ✓/ Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan V Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Se -r II . . ••- on ticker IV Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0 [Temporary/Permanent) o/ T ( u S S \'T 'S €9e ab1 5b-r A.e.t,0cer 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, Revised 04/13/11 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 J / Date received: (I (o JJ NAME: qicke,r_.(s 41,itv I LOCATION: a) /(1e./(1e. li�m 6\14,--- PERMIT#: .,:)-C.)}.4 " 53"T Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: ("n Craig Brown, Zoning Administrator Notes: L:\Suel-Iemingway\Building.Codes.Inspection,FORMS\Final Survey Zoning Administrator.doc I 2-pvn Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 12-12-4.) 11`15 Queensbury Building&Code Enforcement Arrive: am/pm Depart: 4 a r 1 m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: '1 NAME: 1 `\C ' 1S r� PERMIT#: LOCATION: e5C e.( INSPECT ON: l2.21 1`3 TYPE OF STRUCTURE: 5-Vks Comments Y N N/A Footings Piers ba \a/) Monolithic Slab r7D 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 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 12/9/2014 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date In�pectign quest received: t Queensbury Building & Code Enforcement Arrive:'-� ,,��L:I 1' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector' ;Fnit'i4- NAME: ‘1� �. : PERMIT#:�t �� 31 LOCATION: I d;1 L .INSPECT ON: bk,/Pe TYPE OF STRUCTURE: C:) .--f Y N N/A Plumbing under slab Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 5 .S.I. for for 15 minutes %, Insulation Residential Check/ Commercial Check Window Sealing 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 Blower Door Test Air Sealing COMMENTS: /� J 1 r i ,1 y,'. f7 - \ v j V - jJ/V.r(47 - ° /1<\L 'j e.--. <\ Rough Plumbing_Insulation Inspection_ 0513 r Lr\ �a1 /-3fRou h Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspectiojequest received: f ° e[se (>1P6---' Queensbury Building & Code Enforcement Arrive: -r--2M am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: tv,A,9 r NAME: / 4: &/n P PERMIT #: 2e 'T 53 LOCATION: 2 kte>c 61r(.1--e— INSPECT ON: ,:,L9/01.0/ TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rouph Plumbing-/Nail Plates Plumbing Vent/Vents in Place 11/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain /Vent V�/ Air / Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes Insulation / Residential Check / Commercial Check Window Sealing vJ 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 Blower Door Test Air Sealing COMMENTS: Of/4, Rough Plumbing_Insulatian •n_02 05 13 Town of Queensbury Building & Code Enforcement / 1 — Office No. (518) 761-8256 Framing / Firestopping Inspection Report ( af) ) Inspection request rece'ved: i d24). i Name: f (J 643-0p Inspected on: /�'l(,t/r ' 4, �S Location: / / 6-k, of!--(Le_. Arrive: 2 -t 1 a.m.I p.m. Permit No.: ZO14-S3 Inspector's Initials: 2 TYPE OF STRUCTURE: ,! y N N/A COMMENTS: tamin Attic Access 22"x 30"minimum17 Jack Studs/Headers Truss Specification Provided Bracing 1 Bridging il 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 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 rj[e�era ppinghour Firesto 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 I below grade 5.0 sf grade \ t / Design Professional Sign-off,if required Framing /Firestopping Inspection Report Town of Queensbury Fire Marshal lir11�� 742 Bay Road al° Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. /'� Permit# .v -575 Schedule Inspection l"1;71q,-)-6/5–Time am pm anytime inspect Name L2 G tiQ r P Address O J 6[doi& l Ro gh In Final Appliance Manufacturer k"k1C`3VIodel# y/a-13 Direct Vent Factory Built Chimney c Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection t V/ Clearances to Combustibles (all sides) Firestop(s) Vertical Chase " - Wall Penetration -- ,�`�� Vent Clearances to Combustibles Vent/ Chimney Termination Chimney height must be 3 feet above roof penetration; 2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Ae7 Mantel Height above f/p opening c Witness Operation V Tank Placement(if LP) CO Detection V CSST Bonding White—Building Dept. Yelton—Customer Pink—Fire Marsh , Auis 0t C" Foundation Inspection Report 4,..? �— Office No. (518)761-8256 Date Inspection request received: f/2'7 44.1 Queensbury Building&Code Enforcement Arrive: am/pm Depart: f )-' pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: / NAME: 4./Zlicr C EIS 7,� PERMIT#: ink - S-----3 LOCATION ( / l(, - al. ii '%r 0 INSPECT ON: ' ,Ar./ f TYPE OF STRUCTURE: Comments Y N N/A Footings Piers •nol• is Slab 1 Reinforcement in ' .ce RI,... 1 1.,/yie r The c•1 ' ; or is re••onsibl for l providing protectio from eezin � for 48 hours followi A g the placement of the concrete. Materials for this purpo c,«S. e. 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 sla Backfill Approval ), 1bg Under Slab4, 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 12/9/2014 Fa 3 ;30 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: 1 rn/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: DS\ t GNn PERMIT#: / &/ 3 LOCATION: FD jet\ & \ C 0N INSPECT ON: I -9-15 TYPE OF STRUCTURE: S _ ---(D 2ii Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place I 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 ill 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 12/9/2014 (-3m Foundation Inspection Report �'or^) Office No. (518)761-8256 Date Inspection request received: l l� Queensbury Building&Code Enforcement Arrive: am/pm Depa : rpm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: / -• C NAME: J,1j14ii-th 64)142 PERMIT#: . 14 - 5-73 LOCATION: GCt L L( INSPECT ON: r; l & TYPE OF STRUCTURE: 1-1')K-kk„ 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 i Backfill Approval f mg 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 12/18/2013 2:44:00 PM u,e-s 1 I Q-fri Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: c rpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials• �, t •� NAME: M 1 mt VA-S ("-CC). L4 PERMIT#: ! 41-- 6_3 'y LOCATION: E 2-k0 r\ INSPECT ON: 0 'a —/ 9 TYPE OF STRUCTURE: 1'14 Comments Y N N/A p� Footings I610/1 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 \A Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:jam/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials• t .� i- NAME: 1 N M 1 t Cik.SLS 6-C t&f PERMIT#: /'<J;— 6 3 '/ LOCATION: g b INc ,1 INSPECT ON: / TYPE OF STRUCTURE: A Aitt. Comments N N/A D Footings e. 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 V\/ Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump ' Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval • Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM