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2012-591 TOWN OF QUEENSBURY W4T 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120591 Date Issued: Wednesday, June 05, 2013 This is to certify that work requested to be done as shown by Permit Number P20120591 has been completed. Location: 40 MELDON Cir Tax Map Number: 523400-289-020-0001-025-000-0000 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 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 En'orceme or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Quccnsbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20120591 Application Number: A20120591 Tax Map No: 523400-289-020-0001-025-000-0000 Permission is hereby granted to: MICHAELS GROUP For property located at: 40 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: LINDA NOON 40 MELDON Cir Fireplace UEENSBURY NY 12804-0000 Garage Attached Q Townhouse $250,000.00 Total Value $250,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2012-591 Townhouse 1,747 sq ft with 2-car Garage 444 sq ft 1 Fireplace $416.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,January 07,2014 (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 of Queensbury; Monday,January 07,2013 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement r OFFICE USE ONLY TAX MAP NO.I� lJ9,a�"1- ' PERMIT NO. I 0.--5-49 I FEES: PERMIT <.II (.0 REC II ij�� ENGINEERING rebel,5 12,2_ (If applicable) DEC_ 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: Tti-1e- MISS GAP OWNER: ADDRESS: Io BLAc.v-S% .V 4 'DR, MP.LTta ,NY 17_01.0 ADDRESS: " PHONE NOS. 5IS-85't- (0311 PHONE NOS. " . CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: Z. LA `s-to PHONE: b6-1 -314 4- LOCATION OF PROPERTY: A-c) `` G�C.A.� SUBDIVISION NAM '1'i1U LV :MCTS PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR O a ix o 1- PROJECT O_ HQ O O N in LL w ~ W 0 LL O I- W -J a=0 LL [� Zz < : cn o0) O 1- a _ < - iLL =as SINGLE FAMILY TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE x 1 p 4 7 3 '-1/q 31-11.16 BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED 1:t GARAGE(11 3) )C 4 41 2 Ve. �j OTHER t plus 5- 69'. ow Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST:it ZS L 000 FUEL TYPE: G Ass HEAT TYPE? P H L *HOW MANY FIREPLACE(S) 1 AND/OR WOODSTOVES(S): 0 ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? /l/ o PROPOSED USE OF BUILDING OR ADDITION: S\N4Le FA4Atk-v rcesiDE1JC-E ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? fL) *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 o the abov Signed .f- Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes aAqueensburv.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www•queensburv.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 & CODE' APPROVAL DATE J QTown of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 Fire Marshal's Office Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 Date Stamp Michael J. Palmer, Fire Marshal• Gary Stillman, Deputy Fire Marshal 11E1 "2012' 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: TH - 1T�NCF\1 -S CCICOIA=', LLC INSTALLER/BUILDER: S.) S �1Z� 1 G- ADDRESS: k 1x-\cSM1'TN I No.k.-T}s.i NV ADDRESS: \ (oO r ZA-L N( , Pl,1 AA•tf WV 17205 PHONE NOS. .5 •(itIFtG\ •(x77Z--'1 PHONE NOS. 5,8 . 5'019,• 9t-cc) -4 LOCATION OF PROPERTY: Ac-2) �.�- �T�1 C re-L�i {�l SUBDIVISION NAME: 1l.P��1� LSCi NG OSSI LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: l' 1C% CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 1• Lc>C-t C\O PHONE: 13l • C5-1 .. 44- ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE, FACTORY BUILT* x FIREPLACE,MASONRY FURNACE (GARAGE ONLY) *IF FACTORY BUILT, PLEASE PROVIDE: MANUFACTURER NAME: NEM 4-k-Gw MODEL NO. by ' 1 F5 I LISTED BY: NUMBER: QUESTIONS? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshalaqueensbury.net MASONRY** CHECK ONE ✓ VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.queensbury.net FLUE CHECK ONE ✓ DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY WALL LINER CHIMNEY MATERIAL CHECK ONE ✓ JC **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. p5qj Town of Queensbury Michael F. Travis Highway }'I' Highway Superintendent g Y 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: 12---,1� } 1Z APPLICANT NAME: �� M\LH ins 0LAP1 LLC TELEPHONE NO.: D‘ •Co3) ADDRESS TO BE INSPECTED: -4-C) RETURN ADDRESS: lCD. - -c3A1 'I ►C- Y )207-0 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 /c—iA Cueensbury Building & Code Enforcement - Residential Final Inspection X10 3e� Office No. (51, ) 761-8256 Arrive: am/pm Depart: /61 am/pm Date Inspection request C receiv--ed,,f� 11 received: Inspector's Initials: (P*s. - NAME: N\ o o 1 PERMIT#: / a '59/ LOCATION: �? M ,o 1i�()o_- DATE: LT-5-- 1.3 TYPE OF STRUCTURE: Comments: Yes/ No N/A 4" Building Number Address visible from road V/ Chimney Height/"B"Vent/Direct Vent Location i.// Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches V;#*V Roof Complete/Exterior Finish Complete Platform at all exterior doors ./,,, t Handrail 4 or more risers >�/ Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Y/ Guard at deck, porches 36 inches or more VY 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 6 inch clearance to sill plate 1 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 glazing . Interior Smoke Dctors I Carbon Monoxide etectors Every level: �J Every Bedro : / Outside every bedroom apt: t/ Inter Connected: ✓ Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area AZ Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents / Bathroom Fans,if no window V/,.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. CyJ Emergency 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 Furnace/Hot Water Heater operating Low water shut-off boiler t/ Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%2"Gypsumf Basement stairs closed rise>4 inches -1.71. , Garage Floor Pitched Garage fireproofing I%hour fire door I door closer 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 te/ Flex Gas Pipe Bonding ,/ei As Built Septic System/Sewer Dep Lspection StidkeD ‘7 / Site Plan /Variance requiredY Flood Plain Certification, if required // yy Okay to issue C/C or C/O[Temporary/Permanent] �1 i L:1Building&Codes Forms\Building&Codesllnspection Fomis1Residential 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 Grajny Consulting,LLC Confirmed 40 Meldon Circle 518-221-3240 06/03/13 Queensbury,NY 12805 Stan Grajny,PE Rating No:0315136 RaterID:5609922 Weather:Albany,NY Builder 40_Meldon_L The Michaels Group MichaelsGroup_40MeldonQueensb ury_NYESH_060313.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.22 0.17 ACH @ 50 Pascals 3.21 3.21 CFM @ 25 Pascals 1012 1012 CFM @ 50 Pascals 1588 1588 Eff.Leakage Area(sq.in) 87.2 87.2 Specific Leakage Area 0.00017 0.00017 ELA/100 sf shell(sq.in) 1.39 1.39 Duct Leakage Leakage to Outside Units Ducting CFM @ 25 Pascals 0 CFM25/CFMfan 0.0000 CFM25/CFA 0.0000 CFM per Std 152 N/A CFM per Std 152/CFA N/A CFM @ 50 Pascals 0 Eff.Leakage Area(sq.in) 0.00 Thermal Efficiency N/A Total Duct Leakage Units CFM25/GFA Total Duct Leakage 0.0710 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate(cfm) 68 Hours/Day 24.0 Fan Watts 30.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2- 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2-2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings,a minimum of 65 cfm of mechanical ventilation must be provided continuously, 24 hours per day.Alternatively,an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly.For example,a 130 cfm mechanical ventilation system would need to operate 12 hours per day,as long as the system operates to provide required average ventilation once each hour. REM/Rate-Residential Energy Analysis and Rating Software v14.2 This information does not constitute any warranty of energy cost or savings. O 1985-2013 Architectural Energy Corporation,Boulder,Colorado. `s? cids 5 (/ Foundation Inspection Repo C 3 ) Office No.(518)7614256 Date inspection -•ups ilec i " Queensbury Building&Code Enforcement Arrive: - i,! : Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: S // -2> > NAME: ' C Ix e t S 6 /-6 L() LOCATION: q 0 rnf c ci ri(_ PERMIT#: 12 - � r 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: Craig Brown, . oning Administrator Notes: L:\SucHemingway\Building.Codes.]nspection.FORMS1Final Survey Zoning Administrator.doc c9d Rough Plumbing I Insulation 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: ,a ( v • NAME: ),,► As,' . S rm PERMIT #: SI LOCATION: 1/0 J3,4. I on INSPECT ON: 3- , -/ 3 TYPE OF STRUCTURE: /v, Ins e _ _ Y N Nle► Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % 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 Water Supply Piping Air I 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) V Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: _ 21, )--44kilv\-i � cj e.: *‘ilLAN. Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 13,2005, revised January 7,2008 0Z--7 C3 ) Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/7,1 Depart:: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: \► Ai • s a PERMIT #: 1 LOCATION: '-1 D e • © � INSPECT ON: 3 _ TYPE OF STRUCTURE: r S r 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 1 Vent 7 )\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 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 r eateed spaces ombustion Air ly for-F e 1 Q P t 4- - Duct work sealed properly/ No duct tape COMMENTS: '�`J"1'732Sc\i,r/)1 07-- Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping inspection Report Irli) (1 0--11 (3) 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: .t, ) �V NAME: N ,(9 (,l, 0...`st 61CD c k.P PERMIT#: LOCATION: 410 /VI C-o cik 7) INSPECT ON: TYPE OF STRUCTURE: Y7 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 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 q Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/Z 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. (VV) 5.7 sf above /below grade 5.0 sf grade _— L:1Building&Codes Forms-Oil/Building&Codes\inspection FormslFraming Firestopping Inspection Report.doc Revised January 7,2008 -.z _ r Foundation Inspection Report r 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: 6k4v) NAME: )(\ l (\akt4 PERMIT#: / _ 59 LOCATION: / U 11)63.) INSPECT ON: 3-13--13 TYPE OF STRUCTURE: -1"-Nn h S Comments Y N N/A Footings V15 Piers J 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. 4\-) Foundation/Wallpour Y V V VI 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 Forrns\Building&Codes\Inspection Forms\Foundation Inspedlon Reportdoc Last printed 12/20/2005 9:24:00 AM ( 3 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. P NAME: N\ PERMIT#: ' 54 LOCATION: </,) 1V1 g 1 (.1 n (1 rc J P INSPECT ON: t3 -1),---13 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 P Under Slab PV Cast/Copper 71/ Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Bufding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report —c: Office No. (518) 761-8256 Date Inspection request r;ceiG : 3 i/ l ` Queensbury Building &Code Enforcement Arrive: r ' a pm, rt: , am 4•' 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 1("'� G�� �? � C r( p `-� ( 1 PERMIT#: 1 1/ LOCATION: c-( U ()IC kr„ (lam INSPECT ON: TYPE OF STRUCTURE: Y N td/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 Bolts 6 ft. or less on center 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 'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space J Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:1Building&Codes Forms-OLD\Building&codesUnspection Fem'is\Framing Firestopping Inspection Report.doc Revised January 7,2008 L. —( 1 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: C. v NAME: i PERMIT#: / Y/ LOCATION: LILA MOdIrvi INSPECT ON: TYPE OF STRUCTURE: -7"y Lc1: G Comment% Y N NIA 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 Ikitripproofm ( . Foundation Waterproofing Footing Draitaylight or Sum C Footing.Drai�u 12 infch width , ootin 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-3-\l ✓ pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 111 C CC•S (7'r—' PERMIT#: /a S / LOCATION: '/ r e04 d,vn INSPECT ON: ! — ! e-/`3 TYPE OF STRUCTURE: `T' Ing e_ 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. `��.1 Materials for this purpose on site. 5 Foundation/Wallpour i/ t Reinforcement in Place Footing Dowels or Keyway in place ,f A-E--�_� 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 --. 0D Office No.(518)761-8256 Date Insmction ',Au- . -ce .ed: /S , I Queensbury Building&Code Enforcement Arrive; Eft 4. - Pep: : 4e1ram/I 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: • ,or NAME: dt/ f PERMIT#: (2-41ea--1/4. 9 LOCATION: /jjv , 1t INSPECT ON: 1114,b).41 -2, TYPE OF STRUCTURE: Con,meut / 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 / . J Backfill Approval Plumbing Under Slab .� PVC/Cast/Copper / .f---'. -° 17\ ��1 Foundation Insulatio ,'. ' tenor t,----z) tJN. Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspec ion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1` l KAAA00, f -3 C i p.n,) Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm� Depart: J• I cam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: I NAME: 1V,1\ .d Q,L ' ,A PERMIT#: f "5(1Y LOCATION: �� X10(K- e n INSPECT ON: /-1/—/.3 TYPE OF STRUCTURE: j h S<� Comments N N/A Footings 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/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg 2.CS 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 Iiiii 3701:110 � -... NO073W 17t•tt ; E 2012 11 107 b o 4i„e6, ' ,ZO•?�°694/ / o „ eel A.\() ;,*b ,0 / (N S.(\-() (§) ' O�iL��N' ! // I.,o pi /Zi 9/7 O._ / / j // O \ \\� . j / ‹ / \ ". j \ / \lc 6lt.. N N/ \ \ /� \ / N \ sadoe WO / p A \ •�.j •bs Z6.9£0 6L c,,,, o s \ V3Nd 7V101 // c� w VOH \cam r \ / �o \No � \ / 3701:110 °cP \ b#1-O 7/ N0073W N \ L,ori,i_i / &E 8 107 \ I \ // PERMIT PLOT PLAN \ / I HAVE PERSONALLY MEASURED THE DI` I \ / FROM THE PROPERTY LINES TC \J PRO:EISE► UCTURE(S) RSI._ iGNA 'E D',-,w,_ I I f .c