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2007-620
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20070620 Date Issued: Wednesday, June 10, 2009 This is to certify that work requested to be done as shown by Permit Number P20070620 has been completed. Location: 111 FOURTH ST. EXT Tax Map Number: 523400-309-011-0001-013-000-0000 Owner: CLEAR LAKE REAL ESTATE HOLDINGS CO., L Applicant: This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, iv 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070620 Application Number. A20070620 Tax Map No: 523400-309-011-0001-013-000-0000 Permission is hereby granted to: TAMMY STEANS For property located at: FOURTH ST. EXT 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: TAMMY STEANS 22 GARNER St Garage-2 Cars Attached QUEENSBURY, NY 12804 Single Family Dwelling $110,000.00 Total Value $110,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-620 1680 SQ FT SINGLE FAMILY DWELLING WITH 576 SQ FT ATTACHED GARAGE $259.20 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday, October 12, 2008 (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 wn Quee u r' ay,October 12, 2007 SIGNED BY 4for the Town of Queensbury. Director of Building&Code Enforcement /----------------------- Community Development Office s Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 0 • David Hatin, Director of Building&Codes ; Craig Brown, Zoning Administrator ' i / ' ----------------------. BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS REQUIRED ACTUAL ACTUAL LIGHT REQUIRED SQUARE FOOT HABITABLE ROOM AREA OF ROOM IN LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET 8"%OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS AREA FOOTAGE QUESTIONS? CALL 761-8256 OR EMAIL codes(a--)aueens bu rv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.guensbury.net B 10-LTR 11-20 Community Development Office own of Queensbury • 742 Bay Road • Queensbury, New York •12804 ; •David Hatin,Director of Building&Codes ; Craig Brown,Zoning Administrator ; 0 WINDOW SCHEDULE �_____________________ JOB SITE/ADDRESS: �� /¢ct�7 �XT �5�i, DATE: OWNER: Xll e�C 4 APPLICATION NO.: WINDOW- UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING WIDTH IN IN INSTRUCTIONS ON PLAN SIZE 7 INCHES INCHES G � l�c=e- �.J 4'N N B 26-LTR 11-05 ---` �� 1 �� ti � '`� <� ` v F� ,� ty � � � � � � %-urnrnumLy veveto.pment Mice Town of Queensbury - 742 Bay Rd. Queensbury, New York -12804 PLOT PLAN Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. SIDE PROPERTY LINE ............. ....... ................................. ------� .......... .................... I. i ....................... ..... ...... ............ ..................... ............... .............. ................ ........... ............ ........... .............. .......... 4z .............I ............ ........... .............. .......... .......... ......... ... ...... LU .... ....... L L.-.-j 0 tk i z z A-- 0 cc N. LU Q. ........ ..... M 0 rr ........... .............. CI: ............. IT— Z ........... L L ......-n M -T —4 ...................... ..................... ................. J1 4- ........... ............. ............ .............. ............ ........... . ..... ............ ............ ............. ................. .......... .......... j-- L ........... T L .......... ............. J ............... ........... ---.1 ...... ............. SIDE PROPERTY LINE 1 SQUARE 45v --�—FJT Che k Residential Plan Review: One& Two Family Dwellings Y /N/A (2)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: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space / Above/Below grade,5.7 sq.K V/ Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10 Where R aired Ice 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 , Winder Run and Rise Spiral Not Allowed From 2nd Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"nun. 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 f, Garage Fire Separation Garage Floor Sloped Attic Access Jv 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 S Ljr, ., OFFICE USE ONLY TAX MAP NO. f ff J PERMIT NO. yy- U, JRY FEES: PERMIT� <` ECREATION O ENGINE INGtill l l -_ = ....................... .. � .------' ..................... 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: �flY�/ ����«l( ��L �iT OWNER: fLJl c 1 =�"� ADDRESS: 62�n,4a- �� ` �-� ADDRESS: PHONE NOS. l PHONE NOS.Ze r2 6 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:�//�'��`" 4r'v��HONE�s�Irg LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Zp d d w APPLY TO YOUR Z 1= p co 0w PROJECT O L � w ¢ a v a1coN 0 z a a - CO CLX6 SINGLE FAMILY u J�6 TWO-FAMILY MULTI-FAMILY (NO.of UNITS____ TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED ( � / GARAGE(1,2,3) SO OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: f l 0,1 0_'� FUEL TYPE: HEAT TYPE: I�_7' tq `A- "HOW MANY FIREPLACE(S):-AND/OR WOODSTOVES(S):' ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? 11U_y IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION:_ g e' / D ;� f *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury- Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /" 0 ARE THERE EASEMENTS ON PROPERTY? 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 an agre o e above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ________________________________, _______....._._..__.._____..__, Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: , , I , , , , , , 1 1 BUILDING &CODES AP OVAL 0 ZONING APPROVAL DAT ; DATE ................. .._ _. .,__.._.. ._....� �.__._._..,....._.._. _...____..__._..._.___- QUESTIONS? CALL 761-8256 OR EMAIL codesAgueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION WWW,aueensburv.net Toum of Queensbury■ Community Development Office • 742 Bay Road, Queensbury, NY 12804 /rrrr_rrrr-____----r--rrr_rr r_r--r_-r_---_ _________,,_.r_ OFFICE USE ONLY TAX MAP NO. PERMIT NO. RMIT FEE APPROVALS: ZONING � � I TOWN CLERK ; -----------_________________r____.r____rr_...... _ APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT• A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: INSTALLER: ADDRESS:. CG�r vle ADDRESS: PHONE NOS.- �� O 5 PHONE NOS. 0 LOCATION OF INSTALLATION: ....................................»........;...........;...............................-...... .................................................I NO.OF .............,..............................................:..... ...................... RESIDENCE INFORMATION: ! YEAR BUILT BEDROOMS X ': COMPUTATION= = i ...........................................».i........... •TOTAL DAILY FLOW t 1980 or older j t X 150 gallon er bedroom i o i GAR � ». ,9 »p..................................1........... INSTALLED?GR ........».. ....»...................3.......�............„........................i...........�................ ........ i �.................................. _.............................: GRINDER 1981 -1991 , X 130 gallon per bedroom y».......................»»................;..............................................;...........4..................... : ; i ;.......r............ .................................................. 1992-present ; X 110 gallon per bedroom l 0, ` INSTALLED? B � SPA OR M T 7U »...»..................................... »............;............c.................................I..................I......... 1...........,.......................................................................... PARCEL INFORMATION: ✓ TOPOGRAPHY: FLA OLLING STEEP SLOPE %SLOPE ✓ SOIL NATUR ..SAN LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPQY. MUNICIPAL� . WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. 1 ✓ PERCOLATION TEST: RATE IS `'S^ PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: 401) GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT, ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # I DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH ANDIOR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: I SIZE OF EACH ✓ GALLONS.(TOTAL CAPACITY. GAL. i NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN ;i APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. :.:....:.:..:...:............:....:.....:.:..:....::..........:......:.......:.....................:..:..............:..:.::.....:...............:..:.... ....,....,......,.,.,..., 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 Town of QUESTIONS 7 CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. coaesgaueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Www.Queensbunt.net Signature of Person Responsible Date aTown of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 "ZWi& Queensbury Building & Code Enforceme - Residential 'nal I pection Office No. (518)761-8256 Arrive: V� a pm /pm Date Inspection request received: 4a — la —( Inspect is Initials: NAME: PE #: -- 1_-��`- L�"1— LOCATION: DA r TYPE OF STRUCTUR Comments: No NIA ' G/ V Building Number Address visible from road Chimney Height/"B"VentlDirect Vent Location VV Fresh Air Intake `�J♦,A— �eur 3 inch PlumbingVent through roof minimum 6 inches Roof Complete/Exterior Finish Complete I ' �7 Platform at all exterior doors � ��200 Handrail 4 or more risers 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 Deck Bracing/Handicapped Ramp Compliant 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 Det ors/Carbon Monoxide etectors Every level: V Every Bedro6m: Outside every bedroor�+i(area: ✓ Inter Connected: •J/ Batter backup: ✓ Attic aocess 30 inches x 22 inches x 30 inches(he i ht in accessible area Crawl Spaces 18 inch x 24 inch access,1 sq.ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs loosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Tem ora rmanen L:\Building&Codes Forms\Building&Codes\lnspec ion FormsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 ' Date received: NAME: / LOCATION: A Sk e PERMIT M D 7' 6 Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey'has been: raig Brown,Zoning Administrator Notes: L tSueHemingway\Building.Codes.kapection.FORMS\Final Survey Zoning Mrninistwor.doc Ina �--.00 Queensbury Building & Code Enforcement - Residential a n pection Office No. (518)761-8256 Arrive: Z"tom a !pm rt: am/pm Date Inspection request received: Inspector's Initial ` NAME: I-�F� TT P T#: - LOCATION: +-lTI-1 T F A — TYPE OF STRUCTURE: Comments: ype No NIA C 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 Handrail 4 or more risers _ 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 Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to silt 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/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: 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,l sq.ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification ` Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater op2rating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fire roofin %hour fire door door closer Duct work Sealed pr Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan '�Q&A%T Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding _ As Built Septic,System/Sewer Dept. Inspection Sticker Site Plan /Variance required Mood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent L:\Building&Codes Forms\Buiiding&Codes\Inspection Forms\Residential Final Inspection Fomn-revised_100405.doc;Revised January 7,2008; Revised 6/26108 ® RtA Queensbury Building & Code Enforcement - Residential Final 1 pection Office No. (518) 761-8256 Arrive: am D rt: f / m Date Inspection request received: Inspector's Initials: NAME: PE T#: LOCATION: D TYPE OF STRUCTURE: .h F Comments: No N/A 4' Building Number Address visible from road Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete latform at all exterior doors Handrail 4 or more risers 41 Guards at stairs deckspatios 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 Deck Bracing/Handicapped Ramp Compliant 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/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches hei ht in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 s .ft.vents Bathroom Fans if no window (Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Lj Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'IV Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched �L�z Garage fireproofing 'I hour fired r/door closer Duct work Sealed pro Gas Logs in Sealed or Glass Encos Final ElectricalL — Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker V,5c Site Plan /Variance required ,���ertificatlon,if r Okay to issue C I C or C 10[Temporary/Permanent '2` ' � fq-otA gad L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Forrn_rewsed 100405.doc;Revised' January 7,2008; Revised 6/26/08 Oueensbury Building & Code Enforcement - 95 idential Final 11ils ection Office No. (518)761-8256 Arrive: a ! am/pm Date Inspection request rece'ved: Inspector's Initials: NAME: i� + P IT#: Zo LOCATION: eZE . D E: TYPE OF STRUCTURE: Comments: Yes No NIA I 14 4" Building Number Address visible from road e Chimne 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 (Handrail 4 or more risers Guards at stairs deckspatios 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 Deck Brawn /Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to silt late __ Gas Valve shut-off ex sed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen waterti ht Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Cartoon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batterbacku : 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 s .ft.vents Bathroom Fans,if no window ,elumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency Tess below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating ow water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetroc k Underside minimum IN Gypsum Basement stairs dosed rise>4 inches ara a Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Loge in Sealed or Glass ur ogf final Electrical !* --'� Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pie Bonding Y&x As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required W Flood Plain Certification,if required Okay to issue C/C or C 10 Tem ora /Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Forrn_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 Queensbury Building & Code Enforcement - 4i6ential Final Inspection Office No. (518) 761-8256 Arrive:J2,..�4)am/ T. (R!part: am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: , � DATE: _ - TYPE OF STRUCTURE: Comments: Yes No N/A 4" BuildingNumber 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 Handrail 4 or more risers 11. 1 V I �j 67+&L <L lL�? Guards at stairs deckspatios more than 30 inches above grade 65) Guard at stairwell at 34 inches or more (2, T- r / '� Guard at deck,porches 36 inches or more �r Handrail Termination at Newell Post or Wall v --. Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet G. 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/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: 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 s .ft.vents Bathroom Fans,if no window Plumbing fixtures T `� Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched v►- j Gara a fireproofing/%hour fire door/door closer I Duct work Sealed properly V �"►�( �1�'` ���K-' Gas Logs in Sealed Rr Plast En osure Final Electrical Final SurveyPlot Plan Arc Fault Breaker in Bedrooms ��� L � tl—� Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent < LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Forrn_revised_100405.doc;Revised January 7,2008; Revised 6126108 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL jF _ Permit No.(„/� �� ...Cert. N° 4589 Cut-in Card No..................................... Owner............... .r...... ................................ wcy Location... Installati n Consistin of-� a '.` q( 12 R �� &/ g �...............................I....................................../......................... ul�....3fj1'J 5......................................................................................................................... ................................................................................................................................................................................... InstalledBy........ .:...1..... . ..................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin fictions at any time, and if its rules are violated,the Company shall have the right t rev this dertifieate. Date........ z................................. INSPECTOR.... ....... ............ ................................................................ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 41 Z-V6� Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: - NAME: � � ' PERMIT #: 6-7 LOCATION: re-C Xi'. 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 Cieanout 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 sulation 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: e� v` - V-<-� LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation RepoR.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: 2 am/pm epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's nitials: _3 NAME: r r� PERMIT #: Q -17 LOCATION: INSPECT ON: r A D TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washino Machine Drain 2 inch minimum Cli6nout every 100 feet change of direction JD ure Test in / Vent / Head S.I. or 10 ft. above highest connection for 15 minutes Nkesure 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 ct work sealed properly / No duct tape �4 � r� V,P �o COMMENTS: LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspe ion request received: Queensbury Building & Code Enforcement Arrive: m/ m Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �r NAME: 46';U, 71--- PERMIT #: O LOCATION: * et 15�- INSPECT ON: d CT TYPE OF STRUURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Wahing Machine Drain 2 inch minimum C196nout every 100 feet change of direction ensure Test rl__in / Vent Air / Head .S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply PipinglrtC 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 ombustion Air Supply for Furnace `Duct work sealed properly / No duct tape COMMENTS: LAPam Whitinouilding&Codesunspection Forms\Rough Plumbing Insulation Report.rovised Nov 17 2003.doc Revised February 15,2005 44" Z-4 C , Rough Plumbing / Insulation Inspect on Report Office No. (518) 761-8256 Date Ins ion r uest received: Queensbury Building & Code Enforcement Arrive: am/ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials* NAME: 4ei'3 `` PERMIT#: 0 7 LOCATION:— 1 7-. c -7- INSPECT ON: -- TYPE OF STRUCTURE: Y N NIA RoughLplumbinq / ail Plates Plumbs /Vents in Place Qy/9 inch minimum Drain Size hin Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head /VaT 5 P.S.I. or 10 ft. above highest connection for 15 minutes Rmpsure Test r Supply Piping TH ead 0S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces CoMISustion Air Su for Furnace ct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: da)t T PERMIT #: 27 -6:g LOCATION: C INSPECT ON: TYPE OF STRU RE: Y N N/A a 4Rouhlumbin Nail Plates /'V ee 1wC CST, Plumbing Vent/ Vents in Place r5 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum C anout every 100 feet change of direction ressure Test Drain / Vent Air/ Head 5 P:S.I. or 10 ft. above highest connection for 15 minutes Pr ssure 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&CodesUnspection FormslRough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Fk -- leaf Framing / Firestopping Ins ion Report I� Office No. (518)761-8256 Date Ins coon request received: 3 o Queensbury Building&Code Enforcement Arrive: ._. G b am/pm Depart: am/pm 742 Bay Road, Q nsbury, NY 12804 Inspector's Initials: k�" C ��,..�► _ NAME. � � LOCATION: r i �,, PERMIT# a INSPECT ON: TYPE OF STRUCTURE: D�� Y N WA Frami COMMENTS: Attic Access 220 x 30" minimum �CC01 Jack Studs/Headers 'q Lc 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 18D 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 wail 2, 3, 4 hour Firestopping ,- A �,��- 7` .,P2 Ti c,'-.f"' Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 5/8 inch Type X Ceilin !wall Windows Habitable Space/Bedrooms 24 in. (H) 45.7 0 in. (W) sf above/below grade 0 s#grade uildirg&Codes Fon�LDZuiIding&CodesVnspectionFoffns n>i V irestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm��part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: sue_ NAME: Ile-X)rl PERMIT #: 7.0 LOCATION: 1,1r1fINSPECT ON: d TYPE OF STRUCT RE: Y N N/A Rough PlumbingNail Plates 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 I No duct tape COMMENTS: LAPam Whitinouilding&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Once No. (518)761-8256 Date 1 n request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Road, Queensbury, NY 12804 lnspecto s Initials: 2C NAME: (,Jr PERMIT#: LOCATION: ee INSPECT ON: A TYPE OF STRUCTURE: Y N WA COMMENTS: Framing Attic A 2°x 30" minimum r / � Jack Studs/Headers AT 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 '/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 F' a wail 2, 3, 4 hour irestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side i4 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. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forrns-01-MI ilding&Codesllnspection FornsTraming Ristopping Inspection Repoitdoc Revised January 7,20M Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection request received: / J- o-7 Queensbury Building&Code Enforcement Arrive: am/pm De art: am/p 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME. PERMIT I / #: C� LOCATIO INSPECT ON: TYPE OF STR T 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 C Metal Strapping for Notches Top Plate 1 'h 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 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 %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/below grade 5.0 sf grade -1 h V r54�---(417 Septic Inspection Report Office No. (518) 761-8256 Date Ins syrequest received; Queensbury Building &Code Enforcement ArriDepart: am/pm 742 Bay Rd.,Queensbury NY 12804 Inspector`s nitials:`I�-�/ "�LNAME: PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Soil T Cla Comments and/or diagram T of Sa: Munica /Well Water Waterline sepa tion di nce ft. Well separation di4cW6ft, Other wells: ft, Absorption Field: Totai length ft, Length of each trench ft. Depth of trenches ft. Size of Stone 7v L TC>14/1 Seepage Pits: Number Size: x Stone Size: Piping SiM A T Building to tank Tank to Distributidn-NBox << Distribution Box t6 Pleld Pit ` opening Sealed: Y i N Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits I z ft. Conforms as per Plot Plan Y N Engineer Re rt and As-Built Y N Location stem on Property: Fron Rear Left Side Right Side 2ddle Front Middle Rear m Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Septic Inspection Report Office No. (518) 761-8256 Date Inso�n request received. Queensbury Building&Code Enforcement Arrive: 0 am01��rt: am/pm 742 Bay Rd., Queensbury ,NY 12804 Inspector's Initials: I NAME: C r 6 i PERMIT NO.: Z0 LOCATION: ' INSPECT ON: RECHECK: Sal Type: la Comments and/or diagram Type of Water: KunidW Well Water Waterline se ratron distance ft• m U S/� Well separation distance Other wells: ft, Absorption Field: Total length ft, p FIZ- Length of each trench ft. Depth of trenches ft, 7/0 A) CA t4-< - Size of Stone IN Fi[. /z Seepage Pits: Number Size: x y Stone Size: 1,,� I Piping Size Type Building to tank 9-0 Tank to Distribution Box + Distribution Box to Fift Pit K Opening Sealed: Y N Partial �G`�9L J 121�0 A) t> End Ca Ar F 50&W 10 Q A Inlet/Outlet Pipes&Baffles Y N Location Se rations Foundation to tank ft. Foundation to absorption Separation of Pits d= ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: e Rear Left Side Right Side Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 M I-N e7�7 Septic Insp ection pection Report � Office No. (518) 761-8256 Date Ins n request received: Queensbury Building&Code Enforcement Arrive: am/pm C Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto nitiais: NAME: 4GJt _ PERMIT NO.: r 4'- LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay 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 IV Distribution Box to Field Pit !!!! Opening Sealed: Y NJ Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location[Separations 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: A roved artial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 -F Foundation Inspection Report Office No.(518)761-8256 Date Inspectionr- NAME: _ Queensbury Building&Code Enforcement Arrive: epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi�i V LOCATION: — INSPECT ON: •- 7ZP 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. ate or this purpose on site. Foundation/ allpour 'Reinfomerlfentin Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection st iv Queensbury Building&Code Enforcement Arrive: - ZZ pm Depart: a m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial RMIT#: LOCATION (� 7 � SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings i F7,1�-� Monolithic Slab Reinforcement in Place The contractor is responsible for �Po� providing protection from freezing L-D for 48 hours following the placement i vAvsz� of the concrete. b Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspec ' bequest received: Queensbury Building&Code Enforcement Arrive: �am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials. NAME: PERMIT#: LOCATION. <S INSPECT ON: / =( TYPE OF STRUCTURE: Comments Y N' N/A Footings . j '\; s ` Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM V9 /0 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: NAME: PERMIT#: � LOCATION. INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place ' Foundation Dampproofmg (�V►'� 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 P Foundation Insulati terior/Exterior 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 (2- c)o Tme--5D Foundation Inspection Report Office No.(518)761-8256 Date Inspection req s v Queensbury Building&Code Enforcement Arrive: �_ Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia ✓ NAME: r P T#: LOCATION: PECT ON: TYPE OF STRUCTURE: - Comments _ Y N N/A Footings Piers aL Monolithic Slab l 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 Doting 6 mil poly for wetareas under slab ackfill A Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U folding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM -3 /Y Foundation Inspection Report Office No.(518)761-8256 Date Inspec ' request received: Queensbury Building&Code Enforcement Arrive: i am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. / NAME: lk-i-i WPERMIT#: LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the con MaterialMaterial f/this on site. site. Foundatio / allpour Reinforcem t in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Cafes Forms\Building&Codes\Inspecdon FormsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ ived C% Queensbury Building&Code Enforcement Arrive: ; In Depart: ; am/ m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials PERMIT# < NAME: 5 l�2© : LOCATION: L- S i f-� `�` SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ootings Piers MA11� No��E Fcxs�I t�j C�1L`1 Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Permit Number REScheck Compliance Certificate Checked y/Date New York State Energy Conservation Construction Code REScheck Sollware Version 3.6 Release 2 Data filename: C:\users\pdaley\REScheck\Hewitt_051806.rck PROJECT TITLE: Hewitt -Penn Colonial COUNTY: Saratoga STATE: New York HDD: 7244 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.08 DATE: 05/18/06 DATE OF PLANS: May 18, 2006 PROJECT DESCRIPTION: Residential, single family detached, two story, light frame construction, full basement, 2-car attached garage DES IGNER/CONTRACTOR: Stephen Currier COMPLIANCE: Passes Maximum UA= 297 Your Home UA= 240 19.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value -Factor IAA Ceiling 1: Flat Ceiling or Scissor Truss 840 0.0 30.0 26 2nd Floor Front Wall: Wood Frame, 16" o.c. 240 19.0 0.0 13 Window 1: Vinyl Frame:Double Pane with Low-E 9 0.380 3 Window 2: Vinyl Frame:Double Pane with Low-E 9 0.380 3 Window 3: Vinyl Frame:Double Pane with Low-E 9 0.380 3 2nd Floor Garage Wall: Wood Frame, 16" o.c. 224 19.0 0.0 13 Window 4: Vinyl Frame:Double Pane with Low-E 5 0.380 2 2nd Floor Rear Wall: Wood Frame, 16" o.c. 240 19.0 0.0 14 Window 5: Vinyl Frarrie:Double Pane with Low-E 9 0.380 3 2nd Floor Gable Wall Wood Frame. 16" o.c. 224 19.0 0.0 12 Window 6: Vinyl Frarr!c.Dotible Pane with Low-E 13 0.380 5 Window 7: Vinyl Frame Durable Pane with Low-E 13 0 380 5 1st Floor Front Wall, Ak,wd Frame_ 16" o.c. 240 19.0 0.0 12 Window 8: Vinyl Frame:Double Pane with Low-E 9 0.380 3 Window 9: Vinyl Frame:Double Pane with Low-E 9 0.380 3 Door 1: Glass 20 0.280 6 1st Floor Garage Wall: Wood Frame, 16" o.c. 224 19.0 0.0 12 Door 2: Solid 19 0.190 4 1st Floor Rear Wall: Wood Frame, 16" o.c. 240 19.0 0.0 12 Window 10: Vinyl Frame:Double Pane with Low-E 4 0.380 2 Window 11: Vinyl Frame:Double Pane with Low-E 19 0.380 7 Door 3: Glass 20 0.370 7 1st Floor Gable Wall: Wood Frame, 16" o.c. 224 19.0 0.0 13 Basement Wall 1: Solid Concrete or Masonry 928 0.0 10.0 57 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Proiessional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief; and professional judgment, such plans or specifications are in c pliance with this Code. Builder/Designer Date b `D RES check Inspection Checklist New York State Energy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 DATE: 05/18/06 PROJECT TITLE: Hewitt -Penn Colonial Bldg. Dept. Use Ceilings: [ ] ( 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 continuous insulation Comments: Above-Grade Walls: [ ] 1. 2nd Floor Front Wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 2. 2nd Floor Garage Wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 3. 2nd Floor Rear Wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 4. 2nd Floor Gable Wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 5. 1st Floor Front Wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 6. 1st Floor Garage Wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 7. 1st Floor Rear Wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 8. lst Floor Gable Wall: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall l: Solid Concrete or Masonry, 8.0' ht/7.0' bg/8.0' insul, R-10.0 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. Windows: [ ] 1. Window 1: Vinyl Fraine:Double Pane with Low-E, U-factor: 0.380 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 2. Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.380 For windows without labeled U-factors, describe features: ft Panes_ Frame Type___ Thermal Break? [ ] Yes [ ]No Comments. _.--- - - - -._. --- [ i 1v endow '- Vinyl Fi-amc:Double Pane with Low-E, U Lctor: 0.3X0 j For windows without labeled U-factors, describe features: j #Panes Frame Type Thermal Break? [ ] Yes [ ]No j Comments: [ ] j 4. Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.380 j For windows without labeled U-factors, describe features: j # Panes Frame Type Thermal Break? [ ] Yes [ ]No j Comments: [ ] j 5. Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.380 j For windows without labeled U-factors, describe fi atures: j #Panes Frame Type Thermal Break? [ ] Yes [ ]No j Comments: [ ] j 6. Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.380 j For windows without labeled U-factors, describe features: j #Panes Frame Type Thermal Break? [ ]Yes [ ]No j Comments: [ ] j 7. Window 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.380 j For windows without labeled U-factors, describe features: j #Panes Frame Type Thermal Break? [ ]Yes [ ]No j Comments: [ ] j 8. Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.380 j For windows without labeled U-factors, describe features: j #Panes Frame Type Thermal Break? [ ] Yes [ ]No j Comments: [ ] j 9. Window 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.380 j For windows without labeled U-factors, describe features: j #Panes Frame Type Thermal Break? [ ] Yes [ ]No j Comments: [ ] 10. Window 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.380 j For windows without labeled U-factors, describe features: j #Panes Frame Type Thermal Break? [ ] Yes [ )No j Comments: [ ] j 11. Window 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0.380 j For windows without labeled U-factors, describe features: j #Panes Frame Type Thermal Break? [ ] Yes [ )No j Comments: I j Doors: [ ] j 1. Door 1: Glass, U-factor: 0.280 j Comments: [ ] j 2. Door 2: Solid, U-factor: 0.190 j Comments: _ [ ] j 3. Door 3: Glass, U-factor: 0.370 Comments: j j Air Leakage: [ ] j Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] j Recessed lights must be 1)Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0 5" clearance from combustible materials. If non-IC rated, the fixture alusr he installed with a j 3" clearance from insulation. i Vapor Retarder: [ ] 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. Duct Insulation: [ ] 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 R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Retum ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat 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. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] 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. 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 circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. j Heating and Cooling Piping Insulation: L 1 1 HVA( piping conveying fluids above 105 `F' or chilled fluids below 55 OF roust be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( FZ U12 to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 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 Ping System Types Range 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 Eed 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)