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2005-823 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE (DAF OCCUPANCY Permit Number. P20050823 Date Issued: Thursday, July 20, 2006 This is to certify that work requested to be done as shown by Permit Number P20050823 has been completed. Tax Map Number. 523400-289-012-0001-005-004-0000 Location: 33 MAID MARION Way Owner. DANIEL & BARBARA BARBER Applicant: DANIEL & BARBARA BARBER This structure may be occupied as a: Garage - 2 Cars Attached By Oder of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the f property owner of the responsibility for compliance with Site Plan, �d Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. o Permit No. Building &Codes Office-Department of Community Development-Town of Queensbur/ Fee Paid -% 742 Bay Road, Queensbury, NY 12804 Recreation ee Dave Hatln,Director codesQaueensbury,net /1 v(J Phone: (518) 761-8256 FAX', (518) 745-4437 4" ylkt j � Principal Structure Building Permit ApplicVVVatio"Px;E' _ Application & Plans subject to review before issuance of a valid permit for construction. ;instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form, Applicant/Builder Q ,4QR S' e,2+PPOwner: d Ile Address: ft) A)c, 1-7- / /v G %�L6m D!?, Address: 9/ 1U�J rT/d'v c x PIP Pu}� � 90 if 4 "v !4 /age -i Q '' Home Phone: 2 "- '-' _-z `3 Home Phone: Email Address: C /,I- Z1 ______ Email Address: Cell Phone: :�2 Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: Address: v ��c, _� S � A !U �t9k Phone Location of proposed construction: Lot No. � Legal Address: Tax Map Number: '' Subdivision Name: L v y� � �1► d G L --rJ Estimated Cost of Construction: $ �TC2 Proposed construction is for: _.Residential,Use !Commercial Use Name of Business: If proposed construction is an addition, what will use of new addition be? J. New, Addition Alteration Proposed Construction 1.1 Floor 21d floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. Sq.Ft. Square feet Height Ft.&In. Single-family Dweilin U Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing �! i Other, Attached Garage 1,721 3 Type of Heating System: Electric, Oil, Gas, Wood, orced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. Yes _YNo Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual locati all new c nstruct, n. �-- , Date: C)S Applicant/Builder Signature: The application of d ted _ is hereby approved and permission granted for the con truction, reconstruction or alte a ' n of ui d' g/and or accessory structure as set forth above, Date- Authorized Signature: 1:\Sue Hemingway\Buildin .Perm' .FORMS\Principal Structure Permit Application,doc V:12/14/04 06�g7,--77 Check Residential Plan Review: One& Two Family Dwellings N/N/A Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: indow Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor sidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans oundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise s �( �( Winder Run and Rise Spiral Not Allowed From 2 Story Smoke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance all Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access ,Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050823 Application Number: A20050823 Tax Map No: 523400-289-012-0001-005-004-0000 Permission is hereby granted to: DANI L&BARBARA BARBER For property located at: MAID MARION Way in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other uiformation hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: DANIEL &BARBARA BARBER P.O. BOX 908 Garage-2 Cars Attached Single Family Dwelling $300,000.00 MINERVA, NY 12851-0000 Total Value $300,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-823 1620 SQ FT SINGLE FAMILY DWELLING $252.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, October 28, 2006 (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 of Quee bu ; Fr'day, October 28, 2005 r t / SIGNED BY afor the Town of Queensbury. Director of Building&Co e Enforcement Application for Permit Septic Disposal System Town of Queensbury 742 Bay Road Queensbwy, NY 12804 (518) 761-8256 1. OWNER INFORMATION: L ; rh A 9 I'O�...........�%`'A.>.............. . .... . � Office Use Location of installation: c:) F rm Oa!),, Z> File Permit N Tax Map No. Fee Paid Owner's Name: Address: R v r;r- /\j S is v Z y N c) 1 —�z 2. INSTALLER'S NAME : _ 17,c}ry, � Z- PHONE NO. t J a 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply #of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House No of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present t x 110 gal/bdrm = C �' Garbage Grinder Installed yes / no Spa or Hot Tub Installed yes C / no _ 4. PARCEL INFORMATION: (circle applicable information& indicate measurements) Topography S ature Ground Water Bedrock or Impervious Material Domestic Water Suppl FF san tit what depth at what depth municipal Rollin loam J! " feet 2t�feet we Steep slope clay of well; water supply r%slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. 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). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: 1a gallon (min. size 1,000 gal.) Tile Field: each trench ft. Total System Length: .ft. Seepage Pit(s): number of N J& size of'each: ft, by ft, Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) 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 have read the regulations with respect to this application and agree to abide by these and all requirements of the To Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person ate Town of Queensbury Sewers and Sewage Disposal Chapter Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS -ne�eer ssn1 Sric.. Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS POI �. r�►r�. �ru�r�ssr+c^r � . Job Site Address: Date: Owner. Application No. File No. WINDOW SCHEDULE 12 Window Window Mfg. Window Unit or q I t �� qYT �ql T $ ,� Clear Clear Special Hardware or Number or Name Model Stock C gck>t lJpgn}ng C�lass, 'Istb 1�'znt �gr�s5 G1'ear C penmg QI}ent$$Sleight Instructions Letter on Or Type Number V,i rx, }`' e� ib dh tad jia yes + Plan Call Sizes ,h - .. .:2a.,.o?+',a:, •°. . ... .?.t. ,....in'#F.x'.3i+i .t.[.??F.. °..: .. ..;•, LE 3 ,,v4?- N CAS f.v4• T C¢' S" 2• 17' 0 7. a d 5 I . 9 9•� L�. G. / p /rig 3 ,S- '%� 422 6-reA o, t1q ° x THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES A... AndersetY � ;�#; 3''2r1%365'/£;� Tempered a� t �•,.y r r,�"t.r 4 e��. . F 'i� i ^ �..,,. x 1 kt�.' IT �.,• Glazing L:4SueliemingwaylBuilding.Permit.FOR.MS\Window Schedule.doc Job Site Address: _ Date: Owner: Application No. File No. Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req. Light Actual Req. Vent Actual Sq. Ft. Remarks Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet Zs- 4(� . V,4 �L4.6 S �? O L'SucHcminpk,ay�Building.Permit FC)RMSWat.Light.VentiLCalculaUon Sheet doc B Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 / Arrive: �i )am/p art: - am/pm Date Inspection request received: / (d Inspe or's Initials: NAME: (771 PERMIT#: a �' LOCATION: Z DATE: d TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 ,,Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 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 glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/Y4 hour fire door/door closer VX Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\lnspection Forms\Residential Final Inspection Form revised 100405.doc Town of Queensbury Fire Marshal low 742 Boy Road Queensbury,NY 12804 761-8205/7614206 fax 745-4437 Factory Built gas re__utace./ taye Lzspectign Report Notices New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the bistallation Manual accompanying the appliance.No deviation from the manufacturer's instructions or ' cations is allowed. Permit# Schedule Inspection Time am pm anytime _._ �.._._..._ . .,._......�..__ ins_p._ec.to X� Name ___ Address Rough Y 22 Appliance M:aufu ctxircrC'' s n _ Model# Direct Vent__.� Factory Built Chimney_____ Flue Size Double Wall Triple Wall Insulated- _ Y No NIA Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical 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) Mantel Height above Vp opening; Witness Operation Tank Placement cif LP) White—Bu%ins Dept. YeAew r Pink—Fire Marshal /) Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: ' c �/ Queensbury Building&Code Enforcement Arrive: am/ part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: _ PERMIT NO.: OS-7 � LOCATION: �o'�►�, �"' i c � INSPECT ON: RECHECK: Comments and/or diagram Soil T nd Loam C Type of Wa Municipa Well Wate Waterline separation di ce ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type/ Building to tank Tank to Distributio x ec w vf? Distribution Box Wfi Id Pit zq 94 Opening Sealed Y N Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation to tank ft. Foundation to abso ion ft. Separation of Pits ft. Conforms as per Plot Plan Y N 'fj �j — 6U/ Engineer Report and As-Built Y N Location of Syste n Property: Front Rear Left Side Right Side Middle Front Middle Rear Svstem Use Stat Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 w Final Survey Inspection Dept. of Community Development- Town of Queensbury RECFIVED 742 Bay Road Queensbury,NY 12804 JUL 192006 TOWS q, U: �URy E Date received: NAME: LOCATION: mil'3 ffl,41E2 PERMIT#: 3 Final Survey Plot Plan Avvroved Denied The attached final survey has been received by the Dept.of Community Development. Upon revie survey been: CrakB AKvn, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey' Zoning Administrator.doc y p r q� r p Op y p p NOW OR FORMERLY „� A a a a o a y can a o a 30 � ROBERT J. & SANDRA a POWELL n n k a O r 0 03 zi p:,,r1l A , a O A (Co81611992 861/34 O vanzaa F a M u a A '' N r h� � O O p 7C0. �! S. p �oza o t, rh " r c� c a c M • � hl °h�a p�2 viz� 0 Zr r�Ovj Cr 2 ` �, _ A�im oy 122 �. v, _ o 45 rig Z' rn o, ;o 1-5 � � z Zo -AID O x5k4XJE- a C a s O a z ca y p c� z z Z `^ 4 W a { ' � { 2• 0 0 n to o -� ± r'9 a i oC, ~ '•`fir, ryyc �Q x ptip tj xC) 0 � n O 000 On rr 44, � � a � 2 `C � d0 � � O nl G7 'n +1 • s �- �� m Q1 in 7i Qj- N A O � Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pra D„ epart: am/pm Date Inspection request received: Inspector's Initials: G-T , NAME: . PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 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 glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents Bathroom Fans,if no window 4 / Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Town of Queensbury Fire Marshal 4Q 742 Day Road Queensbury,NY 12804 761-8205/761-8206 fax 7454437 Factory Built Gas Fireplace I Move InsnectiQn Rgport 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 applianm No deviation from the manufacturer's �j instructions or sp"coionx is allowed f� Permit# (,ICJ ! Seftedulc Inspection 'T t Yme am pm anytime r C�F-�C Name Moe _Address_ _._ !0 AJ hough In Final,_.. Appliance Manufacturer._.._.._.___..__ ------- Model Direct Vent — Factory Built Chimney__ Flue Size Doable Wall Triple Wall Insulated— Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical 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) Mantel Height above Vp opening Witness Operation Tank Placement(if LP) White-Banding Dept. Yellow CL�et t Pink-pire lVxurvhai COMMONWEALTH ELECTRICA INSPECTION SERVICE,INC. --O-I Main Office 176 Doe Run R�ad-Manheim,PA 17545 _ MUNICIPAL CERTIFICATE ELECTRICAL APPROVAL lermit No........................................Cert. N2 8 9 9 9 8 Cut-in Cud No..................................... )wner...........PE... ...........................................................2tiLiF ,ocation..3.�......AI&P.........................../j........................................................................'. .' ..... ....... nstallation Consisting of wzw .................................................................................................................................................................................. ........................... nstalled By................................... 1yb *#41 ..........................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is =celled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki"pections at any time, and if its ules are violated,the t Company shall have the right Jk thj e cc rt' icate. )ate... ..... ...................... INSPECTOR.... . ..................... .................................. Member N.F.P.A.,I.A.E.I. Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/p epart: am/pm Date Inspection request received: _ Inspector's Initials: NAME: �+ — PERMIT#: LOCATION: ----_-- '"'—�dR. LOO (A W—!V DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete PIatform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade c^ Guard at stairwell at 34 inches or moree � Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 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 Elazing/Window in stairwells safety glazing Interior Smoke Detectors: / Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: (� Carbon Monoxide DetectorV11, ✓Jy��'� Attic access 30 inches x 22 inches x 30 inches(height)in accessible ft area �eCrawl Spaces 18 inch x 24 inch access, 1 s . ,150 s .ft.vents f/ Bathroom Fans.if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Pl— 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'h"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/344 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical OfIl Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Septic Inspection Report Office No. (518)761-8256 Date Inspectionnquest received: 711710 Queensbury Building&Code Enforcement Arrive: ' ;` am/p rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's' I itiais: NAME: C PERMIT NO.: ,4 `�LOCATION: f� INSPECT ON: r/►-. /0 4 RECHECK: J Comments and/or��gr�m Sail Type: Sand Loam/Cla Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y I N Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear C (� System Use Status: Approved rtial Approved and needs to be re-inspected, please call the Building&Codes Office isapproved Last revised 021006 Last revised 1/6/05 Awl— i Septic Inspection Report Office No. (518) 761-8256 Date Ins request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 NAME: -� PERMIT NO.: LOCATION: _�.G r' ter;7�� / INSPECT ON: RECHECK: Comments and/or diagram Soil T : Sand Loam/Clay Type of Water: Municipal/ Well Water Wateriine se ration distance ft. Well separation distance ft. Other wells: ft, Abso n Field: Total length ft. Length of each trench ft. De h of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building tD tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y NJ Partial End Ca In Outlet Pipes&Baffles Y N Location/ Se rations Foundation to tank ft. Foundation to absorption ft.Separation of Pits ft. Conforms as per Plot Plan Y N / Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved -------Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6105 Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspector request received: Queensbury Building & Code Enforcement Arrive: 'I •<'7 am/pm Depart: /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: aLge= -- PERMIT #: - Y LOCATION: "4 ; M&L 3 mi a--;o r wn- INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / chan a 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 minutest q nsulation Residential Check/ Commercial Checks ' �� I ' Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly le COMMENTS: LAPam Whiting\Building&CodesUnspection FormslRough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Foundation Inspection Report Office No.(518) 761-8256 Date Ins tivequest received: Queensbury Building&Code Enforcement Arrive: am/pDepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: Sa3 LOCATION: .Zk INSPECT ON: S TYPE OF STRUCTURE: Comments Y N N/A Piers Monolithic Slab Reinforcement in Place 2 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 stab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc 1 2/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspecti n�r ueceived: Queensbury Building & Code Enforcement Arrive: am/�rry� epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspe or's nitials: L NAME: 4eooe PERMIT #: 47 LOCATION: 01wz> " INSPECT ON: 342 81,15 TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates 6' (72�7 Cit,4 Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No. (518) 761-8256 Date Ins ct equest received: Queensbury Building&Code Enforcement Arrive: am/p Depart: arri/pm 742 Bay Rd., Queensbury,NY 12804 Inspe or's itials: NAME: PERMIT#: LOCATION: INSPECT ON. TYPE OF STRUCTURE: Comments Y N N/A / j - otings / o� 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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 i Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.ASueHemingway\Building.Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 2- - � Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspectionpquest received: J Queensbury Building & Code Enforcement Arrive: 3 r I am/pm part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: <,S� NAME: /3A, f6_1 PERMIT #: 05- - S- LOCATION: 2,.Z> nti a A' INSPECT ON: TYPE OF STRUCTURE: _T Y N NIA Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 0 P.S.I for 15 minutes sulation / Residential Check Commercial Check roper Vent Attic Vent -q7&L. A r e4. Duct/ Hot Water Piping Insulation L�--v�—� If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe 441,okut..,- COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report-revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection request received: 'V5� Queensbury Building & Code Enforcement Arrive: . 2 am/p Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Ins ectWs Initials: NAME: 6.4?—g PERMIT #: DS' g � LOCATION: INSPECT ON: / TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head , i�Y�4-1,fz' 5 P.S.I. ; t. above highest connection for 15 minutes Water Supply Piping Air/ Head 50 P.S.I for 15 minutes jnsWaW0'--/'*, sidential Check Commercial Check gent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing 0 Insulation Inspection Repo Office No. (518) 761-8256 Date Inspectign�quest received: Queensbury Building & Code Enforcement Arrive: 'D am/p er ,Depart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � NAME: off' C PERMIT #: LOCATION: INSPECT ON: z 0 TYPE OF STRUCTURE: Y VN N/A JRou EhPlumbing / Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check _ Proper Vent Attic Vent Duct/ Hot Weser Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ection request received: Queensbury Building&Code Enforcement Arrive: am/pm\ De rt: a pm 742 Bay Road,Queensbury,NY 12804 Inspect 's Initials: J NAME: L_ PERMIT LOCATION: u ?�5 -, i>t� �v�. �,, INSPECT ON: r :a �L (� TYPE OF STRUCTURE: —� Y N N/A COMMENTS Af- L Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2 w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 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) �.7 sf above/below grade 5.0 sf grade )Q � Frar n / Firestopping Inspection Report l "' Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/l?m Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: ck<— `^J '�_� PERMIT#: 5 ' Z LOCATION: L I��Lv�� INSPECT ON: Z t""... TYPE OF STRUCTURE: Framing Y N N/A 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w) 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center 1 and water shield 24 inches from wall -Fire separation 1, 2, 3 hour c_ Fire wall 2, 3,4 hour 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. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date inspection request received: e�,J a-- Queensbury Building&Code Enforcement Arrive: am/pm Depart: 44pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials:_ NAME: /l� �° t G 'L ,'�`� PERMIT#: ,� LOCATION: Cu c Mc=7 %,f% -' INSPECT ON.- TYPE OF STRUCTURE: Framing Y N ' N/A COMME S I Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/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 s ld 24 inches from wall Fire separation 1, 2, 3 hour P Fire wall 2, 3,4 hour C� ` 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. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report 0 Office No. (518) 761-8256 Date Inspection request received: /D-ce Queensbury Building&Code Enforcement Arrive: am/pm Depart: t pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: .i % �-- %) l NAME: . G ( �Gf r�-s 1 C„ ;`` PERMIT#: .� LOCATION: } INSPECT ON: (� j TYPE OF STRUCTURE: Y N N/A COMM S Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and ter 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 '/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. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (S 18) 761-8256 Date Inspection request received: l l Queensbury Building&Code Enforcement A pve: ai _—Depart: Y�mlpm Q 742 Bay Rd., ueensbury,NY 12804 Inspector's s Initials: NAME: /�✓ 1?z B!� JZ _ PF.,RMIT#: LOCATION: _ �— ,�1/l 1� 11� r},2 t h �� II`iSPECT ON: _ - r1 S TYPE OF STRUCTURE: Comments 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing!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. LASueliemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report z 'J Office No. (518) 761-8256 Date Inspection request received: 17 0-5 Queensbury Building&Code Enforcement Arrive: am/prn . Depart: 1 -7,&Vpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _ 1 NAME: _ -�e, PERMIT#: LOCATION: _ -25A4 INSPECT ON: TYPE OF STRUCTURRqV Co meets Fantings Piers Mono ' STa15- l einforcement in Place / T e con c or is respo�tdr providing protection from freezin for 48 hours following the placement of the concrete. U Materials for this purpose on site. _ Foundation/ Wallpour — o r fi Reinforcement in Place / Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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 rt� Plumbing Under Slab PVC/Cast/Cper� Foundatlb In terior/ xterior Rough Grade inch drop within 10 ft. LASuellcmingway\Building.Codes.Inspecti on.FORM S\Foundation Inspection Report.doc January 28,2003 da ion Inspection Report ort t p p Office No. (518) 761-82.56 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT LOCATION: _ _ —--- kjN`SPECT ON: ,� _ �•� TYPE OF STRUCTURE: Comments F tings �-----_---------------- iers _ Monolithic Slab Reinforcement in Place ;;; . The contractor is responsible`ror providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SucHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvpm DepartC am/ m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: dl. NAME: PERMIT#: Q-00S— LOCATION: _ � _ FNTSPECT ON: TYPE OF STRUCTURE: Comments _ Y N N/A Footings ^-`---- eck V 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 Foundation.Darapproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump _ Footing Drain Stone: 12 inch width 6 i •hes above footing it poly for wet areas under slab �,fi&kfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.hispectionTORMSToundation Inspection Report.doc January 28,2003 f Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ st received: Queensbury Building&Code Enforcement Arrive: am/ Depa m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: f'" _ INSPECT ON. TYPE OF STRUCTURE: Comments Y N N/A Footings �----__ �---`^— Piers Monolithic Slab _ I Reinfarcement 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofng/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ckfill Approval Y bing Under Slab ,PV /Cast/Copper C it ou dation Insulation Inter�oar/ ,xterior Rough Grade 6 inch drop within 10 ft. L!\SueHctningway\Building.Codes.Inspection.FORMSIFoundation Inspection Report.doc January 28,2003 1� r. Foundation Inspection Report y. r Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: anv,p,41-Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ i-t-e- 3a,-gel ERMIT#: 0 < 3 LOCATION: 13 C;A, t TSPECT ON: P_ eo it C TYPE OF STRUCTURE: — Comments Y N N/A Footings ^— Piers i Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site._ _ �j✓L'' e oun ation allpour v Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: _ 12 inch width I 6 inches above footing 6 mil poly for wet areas under slab Backfrll Approval _ �^ Plumbing Under Slab PVC/Cast/Copper Foundation Insulation VInterior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway\BL1i!ding,Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 tyvcr Y Foundation Inspection Report Office No. (518)761-82.56 Date Inspection request received: �1 Queensbury Building&Code Enforcement Arrive: an-/_pyi Depart: -. am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: _�x. .�V PERMIT#: ®� LOCATION: _ ; INSPECT ON: TYPE OF STRUCTURE Comments Y N N/A ootings ings Piers Monolithic Slab Reinforcement in Place Z -- 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASucHemingway,Building.(:odes.Inspection.FORM SToundation Inspection Report.doc January 29,2003 Foundation Inspection Report i Office No. (518) 761-8256 Date Inspection request received: __ l( S� Queensbury Building&Code Enforcement Arrive: anv� Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _ NAME: _ Zh-� �� PERMIT#: LOCATION: _ � A� i7 — —� SSPECT ON: y __ TYPE OF STRUCTURE: Comments Footings �---------_ _._ Piers Monolithic Slab Reinforcement in Place The contractor is responsible for I providing protection from freezing for 48 hours fotlowing the placement of the concrete. Material_' u eon site. Foundation/Wall r< _ — _ t- Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing i Waterproofing 1 Footing Drain Daylight or Sump Footing Drain Stone: —� 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval _ Plumbing Under Slab PVC/Cast/Copper~ Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHetriingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 k Q 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#: C) _ LOCATION: ,� cA' INSPECT ON: T �J TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible f providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site, Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing I Waterproofing Footing Drain Daylight or Sump _w Footing Drain Stone:�JT 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab �^ PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SueHemingway\Building;.Codes.Inspection.FORMS\F'oundation Inspection Report.doc January 28.2003 v e A e ?gyp 0 ro �61 W�yu---• �ZE Vi Lie TaAIoeA — e42DA r 4 1 420 IC ro d,4,e,eY Or �- • !2/.30/4ZM��.f 2i 0 Nt . / /. / re3-.P4 �. � f'✓ Sti F OOM �•J S L"A� E$. BUMDMG PLAMONG R3062-FIGURE R;W2 R306.2"chm Each dwc&W and shA bepmvided with a SECTION R307 btrbea area and every btchen area sbafl be provided with a TOi!_ET,BATH AND SHOWER SPACES sink. R306.33 Sewage doposaL AIlP1omiag f xtm=shaU be con- �z huh e&Fx ft=shaII be spaced asperp uccted to a smi�ty sewer onto an approvod Private wwage dis- P°ct RM72 Bathtub and d wee spacm bathtub and dmrei R306.4 Water fatwmANpLmixmgfmtm=dmB Now aad walls sbmt baa&tabs iris ustalbd Shower.heads becoaaecledtvaaaappcovedwUmsupply__ sio s,.lava- andiasbmmrcoavmtmcuftsWbe wifha todesybatessianvraa,bi1*.Imodrytabsandwashkg bentsatlimSwhwA=Kfs=AaVweudtoahmetofnot mwhjw outlets shall bepwvided wi(h hot add mid wad Iess Lira 6 feet(1829 mm)sbom tic floor 1 i 4 ML —41K YVALL2*L-+r WALL WALL •TUB O 341tC. we 30 '! 21 IN. � CLEARANCE LA%WCNMS 24 K G ARANCE w FRONTOF OPE)aNG SHOWER WATER CLOSET OR BIDET 1NAlJ t5 tFL 15 ML TUB 21IN. 21IN.T CLEARANCE CLEARANCE t1 Ik VP JM CLOSETS WALL Forst Bach=254am� , R3072 /AM�NtJ�t tilClilt2E C[FJIRAtiCES . SHERWOOD ACRES CONSTRUCTION CORPORATION Builders&Developers 324 Northwoods Club Road Minerva,AT 12851 est. 1970 Daniel ItBarber,Pres. Tel(518)251-2132 Concrete Specs 1.) All concrete 4000 psi or better 2.) Placed with mid-range plasticizer for slump control and water reducer 3.) Fibers in all f latwork 4.) Reinforcing-residential a.) Footings 1.) 2-#4 Rods as per code 2.) 2'risers every 2'on center wet set b.) Walls 1.) #4 rebars every P on center Horizontal 2.) #4 rebars every 4'on center Vertical 5.) Floors a.) Fibers interior b.) #6-6 X 6 Mesh & Fibers Exterior 6.) Control Joints a.) All concrete f latwork cut per ACI rules per ACI width & depth b.) Nulls-control joints per ACI every 12'from corners and hence every 20' 7.) Curing-when necessary 1 '4 r� 14 ` l _ 1a��1 cif Permit Number MECcheck Compliance Report Checked By/Date Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1b Data filename:Untitled COUNTY:Albany STATE:New York HDD:6894 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:09/29/05 COMPLIANCE:Passes Maximum UA=296 Your Home=252 14.9%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 2040 30.0 7.0 54 Skylight 1: Metal Frame with Thermal Break,Double Pane with Low E 11 0.48,0 5 Skylight 2: Metal Frame with Thermal Break,Double Pane with Low-E 11 0.480 5 Wall 1:Wood Frame, 16"o.c. 1252 19.0 7.0 51 Window 1: Wood Frame,Double Pane with LowE 20 0.280 6 Window 2: Metal Frame with Thermal Break,Double Pane with Low-E 13 0.280 4 Window 3: Metal Frame with Thermal Break,Double Pane with Low-E 21 0.280 6 Door 1:Solid 35 0.125 4 Door 2:Solid 21 2.000 42 Door 3:Glass 32 0.350 11 Basement Wall 1: Solid Concrete or Masonry, 10.0'ht/8.0'bg/10.0'insul 888 19.0 7.0 30 Floor is Heated Slab-On-Grade,4.0'insul. 51 14.0 34 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specificatiTinqdd other cal a 'ons submitted with this permit application. The proposed systems have been designed to meet th sed Ne*YoA Sta ervation Construction Code requirements. Builder/Designer JALDate ^C7 S / r,r NI ` J r MECcheck Inspection Checklist Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lb DATE:09/29/05 Bldg. { Dept. { Use { Ceilings: [ } { 1. Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity+R-7.0 continuous insulation { Comments: 1 { Above-Grade Walls: { ) ( 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity+R 7,0 continuous insulation { Comments: { { Basement Walls: { ] J 1. Basement Wall 1:Solid Concrete or Masonry, 10.0'ht18.0'bg/10.0'insul, { R-19.0 cavity+R-7.0 continuous insulation { Comments: { Exterior insulation must have a rigid,opaque,weather-resistant protective covering that { covers the exposed(above-grade)insulation and extends at least 6 in.below grade. J Windows: ( ) { 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: { #Panes Frame Type Thermal Break? [ ]Yes j )No { Comments: [ ) { 2. Window 2:Metal Frame with Thermal Break,Double Pane with Low-E,U-factor:0.280 { For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No { Comments: ( ] { 3. Window 3:Metal Frame with Thermal Break,Double Pane with Low-E,U-factor:0.280 { For windows without labeled U-factors,describe features: { #Panes Frame Type Thermal Break?( )Yes[ )No J Comments: i { Skylights: [ ) { 1. Skylight 1:Metal Frame with Thermal Break,Double Pane with Low-E,U-factor:OA80 { For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break?{ )Yes{ ]No { Comments: [ ) 2. Skylight 2:Metal Frame with Thermal Break,Double Pane with Low-E,U-factor:0.480 { For skylights without labeled U-factors,describe features: J #Panes Frame Type Thermal Break?[ ]Yes[ ]No { Comments: { Doors: ( ] ( 1. Door 1: Solid,U-factor:0.125 J Comments: j ) { 2. Door 2:Solid,U-factor:2.000 { Comments: [ ] { 3. Door 3:Glass,U-factor:0.350 { #Panes Frame Type Thermal Break?j }Yes[ )No { Comments: Floors: [ ] ( 1. Floor 1:Heated Slab-On-Grade,4.0'insulation depth,R-14.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at { least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that { covers the exposed(above-grade)insulation and extends at least 6 in.below grade. { { Air Leakage: [ ] { Joints,penetrations,and all other such openings in the building envelope that are sources of air { leakage must be sealed. [ ] { Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC { rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible { materials and 3"clearance from insulation. { Vapor Retarder: [ ] j Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. ( { Materials Identification: [ ] { Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] { Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. f Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] { Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] { Supply ducts in unconditioned spaces must be insulated to R 8. [ ] { Return ducts in unconditioned spaces(except basements)must be insulated to R-2. { Insulation is not required on return ducts in basements. { Duct Construction: [ ] { All joints,seams,and connections must be securely fastened with welds,gaskets,mastics ( (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts { operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer`s instructions. [ ] { Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] { Air filters are required in the return air system. [ ] { The HVAC system must provide a means for balancing air and water systems. { Temperature Controls: [ ] { Each dwelling unit has at iesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. { { Electric Systems: [ ] { Separate electric meters are required for each dwelling unit. i { Fireplaces: [ ] { Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] 1 Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction { provisions of the Building Code of New York State,the Residential Code of New York State or { the New York City Building Code,as applicable. { } f Service Water Heating: [ ) Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the { water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. f Circulating Hot Water Systems: [ ) l Insulate circulating hot water pipes to the levels in Table 1. { Swimming Pools: { j 1 All heated swimming pools must have an on/off heater switch and require a cover unless over 20% f of the heating energy is from non-depletable sources. Pool pumps require a time clock. i { Heating and Cooling Piping Insulation: { j f HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the { levels in Table 2. t. . i Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. x Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UP to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran e F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201 250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only)