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2005-788 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. P20050788 Date Issued: Tuesday, May 16, 2006 This is to certify that work requested to be done as shown by Permit Number P20050788 has been completed. Tax Map Number. 523400-239-012-0002-089-001-0000 Location: 10 BRAYTON Ln Owner: ROBERT & JENNIFER METIVIER Applicant: ROBERT & JENNIFER METIVIER This structure maybe occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the 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: P20050788 Application Number: A20050788 Tax Map No: 523400-239-012-0002-089-001-0000 Permission is hereby granted to: ROBERT & JENNIFER METIVIER For property located at: 10 BRAYTON Ln 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: ROBERT & JENNIFER METIVIER 2109 RIDGE Rd Fireplace QUEENSBURY, NY 12804-0000 Garage-2 Cars Attached Single Family Dwelling $250,000.00 Total Value $250,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency VASILIOU MICHAEL J INC 14 STONE PINE Ln QUEENSBURY, NY 12804-0000 Plans&Specifications 2005-788 3159 SQ FT SINGLE FAMILY DWELLING $455.88 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, December 14, 2006 (If a longer period is required,an application for an extension must he made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the' 6 o Quee. a /&neday, December 14, 2005 SIGNED BY for the Town of Queensbury. IV— Ns Director of Building&Code Enforcement Permit No. lZff Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid At Is 5 i 742 Bay Road,Queensbury, NY 12804 Recreation Fee Dave Hatin,Director codes@Queensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subiect 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/Builders�''/ldEL /�AS�L�oE�2�r�e Owner: R48F/�'�f VE�'1 E�►"/Y� � Address: ,,91 cSnole Jam/ -7Z- LA"7,e Address: -�/A �j 1�e5'�' /P� Home Phone: -�2 7! Home Phone: ?—?!h Email Address: Email Address: Cell Phone: �vS—/� 9`� Cell Phone: FAX Phone: f?-_q2 7;z FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: N >E Address: ,, 1,4 Phone -7'?g- Location of proposed construction: Lot No. Legal Address:� TZ17 Z_AO6` Tax Map Number: ,;? �- /-;�_ !z— W, 1 Subdivision Name: Estimated Cost of Construction: $�tS'�, Dep®. ep Proposed construction is for: V Residential Use Commercial Use Name of Business: If proposed construction is an addition, what will use of new addition be? New Addition Alteration Proposed Construction V Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ff. Sq. Ft. Square feet Height Ft.&in. single-Family Dwellingf Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage l,r2,2 3 1 '7(p Type of Heating System: Electric, Oil, Gas Wood, orced Hot Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. ✓Yes _ No 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 location of al e construction. Date: , Applicant/Builder Signature: The application of dat d A _is hereby approved and permission granted for th nst�Lion, reconstruction or alterati n of it and or accessory structure as set forth above. Date: 10118 b b Authorized Signature: L:\Sue Hemingway\Building.P mit FORMS\Principal Structure Permit Application.doc V:12/14/04 Application for Permit— Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: ................................................ Office Use Location of installation: � 5'.P•�l 7 Q s �g File Permit No. Tax Map No.Z31,/Z,-? / ?9• 1 ` Fee Paid Owner's Name: .. . ._ Address: 2. INSTALLER'S NAME // �/d� PHONE NO, 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 gaUbdrm = _ 1991 —present _ x 110 gal/bdrm = Garbage Grinder Installed yes_ / no Spa or Hot Tub Installed yes— / no 4. PARCEL INFORMATION: (circle applicable information& indicate measurements) Topopiai)hv Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Su lv Flat sand at what depth at what depth municipal Rolling oam O"feet feet well Steep slope c ay if well; water supply _%slope other from any septic-system depth: absorption is 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: 540 gallon (min. size 1,000 gal.) Tile Field: each trench—L ft. Total System Length: ft Seepage Pit(s): number of 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 , s 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 Town of ns ury Sanitary Sewage Dis osal Ordinance. Signature of responsible on Date Town of Queensbury Sewers and Sewage Disposal Chapter Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS ti "i. Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS r W wA-MP- r Wit. Check Residential Plan Review: One&Two Family Dwellings Y/N/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. ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK ampproofung/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 Required Iee and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors fairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Al Winder Run and Rise n VIASpiral Not Allowed From 2ndStory ke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance Hall 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. dpafety Glazing Notes For Required Areas CArage Fire Separation rA Garage Floor Sloped Attic Access oof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level 1 - - Soil Test Results, if required � �. Septic To Well Or Water Line Separation All Paperwork Signed Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date 20 Permit No: V0 _ 78? Application is hereby made to the Building&Codes Off ce_for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to pet form required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: / , ,Move: wood coal pellet gas Fireplace insert Address: Fireplace, factory-built: wood gas Fireplace, masonry: woad gas Furnace: wood gas oil Phone. If non-masonary applicance,please provide owner: ,$;Q? '" j!%'/ "+ ' Manufacturer Name: i7"� Address: } ,t ;+�� :Mde1 Number: - � —'y Chimney Information Phone: (circle appropriate words) a Masonry block brick stone Flue the steel size: inches Exact Address � - ofioiestruction or-Mstalt rtia r k Factory-Built Manufacturer name: i l Model Number: Note. t Listed By: Number: Construction Installation must con grin to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding requited inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner C7AAK 4-- -'""4-_,p&%X-tm-0.jMt--Tts>V.zu of Qtxie aarbux-y, Xesr YOX-jW -- Fire. Marshal Code# $Collected $Refunded Received frona()-efatnel ed to):Rict,�d'llk. address:__ A 173 3389 (190) Public Safety �as _-A A 233 2655 230)M+ or Sales _ f DATG: ✓ ._...�-��-^``�* �_ � —ate-� r o.e,,X4waa— T ww ti"om Dot - White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink K Goldenrod(Cashier's Dept.) Permit Number (town use) Town of Queensbury Application for Stormwater Management Permit Under Chapter 147,Stormwater Management, LL 4-99 THIS APPLICATION IS FOR A p Major Project inor Project 1. OWNER NDIVIDUAL O PARTNERSHIP 0 ASSOCIATION []CORPORATION Q MUNICIPALITY []AGENCY NAME tfpPHONE MAILING ADDRESS ,�f Q 9 i z> j CITY u�- STATE ZIP CODE f.q.OQ 7 2. AGENT Q SAME AS OWNER V4NTRACTOR O ATTORNEY Q CONSULTANT p CONTACT PERSON NAME 1 jjA &4 PHONE 9 MAILING ADDRESS G �' CITY STATE ZIP CODE _ _ _ ,/. 3. CONTRACTOR SAME AS AGENT NAME PHONE MAILING ADDRESS CITY STATE ZIP CODE 4. PROJECT LOCATION FACILITY NAME(if not residential) SECTION .�^39i / BLOCK LOT STREET 8RA T—,4 L A19iC." ZONING CLASSIFICATION PROPERTY IS PRESENTLY ACANT N PARTIALLY DEVELOPED p DEVELOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? Wo 0 Yes, name of subdivision 5. PROJECT DESCRIPTION e40*#1sTiR64 C r'iDn Of j��'!� 1-140m4C PROJECT G'�E�/p Are a e X d4V#4TE L a T ;C76/Q I—A1 E OF c:4n%T WA4e- 772i'16' A PROJECTINVOLVES: L VGthwork/La ndsca ping Q'I ree Clearing Ouse Construction or Addition vriveway Construction 0 Garage Construction Q Detached Structure 0 Septic System p Modification of a Stormwater Device 0 Other L:ICRAIGITEMPLATEaSTWATAPPSITOWN STORMWATER APPL.DOC 11/2000 Page 1 of 3 PROPOSED USE esidential (seasonal) []Residential(year-round) 0 Association a Public 0 Commercial PROPOSED STARTING DATE j'�- >`a PROPOSED COMPLETION DATE DFSCRIBE THE MAXIMUM SLOPE OF THE PROPERTY IN THE PROJECT AREA: 0-5% (Level) 0 5-10% (Gradual slope) p 10-15% (Moderate slope) []Greater than 15% (Steep Slope) IS ANY PORTION OF THIS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? 0 Yes U#o (if yes, please explain) 6. CALCULATIONS & CONTROLS TOTAL AREA OF PROPERTY ? - ' I ACRES (circle one) TOTAL AREA OF LAND DISTURBANCE: ! i i v 0 FT2(do not include area of stormwater controls) TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE: t; 'j FT2 TOTAL-VOLtJME OF STORMWATER TO BE CONTROLLED: ! t w �^ �• f (see instructions) TYPE OF STORMWATER CONTROL MEASURES TO BE USED: i HAS AN EROSION CONTROL PLAN BEEN PREPARED? 0 Yes, plan is attached []No If no, please contact your County Soil&Water Conservation District for assistance: Warren County 623-3119 _ iC 7. SITE INSPECTION During the processing of this application town personnel may need to visit this site for the purpose of inspecting, measuring and/or photographing site conditions. authorize town personnel to conduct such a site inspection A yes A no wish to be contacted prior to any site inspection yes A no 8. CERTIFICATION hereby affirm that the information on this form and all attachments submitted herewith is true to the best of my knowledge and belief. As a condition to the issuance of a permit,the applicant accepts full legal responsibility for all damage, direct and indirect, or whatever nature,and by whomever suffered, arising out of the project described herein and agrees to indemnify and save harmless the town from suits, actions, damages and costs of every name and description resulting from the said project. SIGNATURE OF OWNER DATE SIGNATURE OF AGENT DATE INCLUDE WITH THIS FORM: A Site location map A Project plans on 81/2 X 11 size paper(Submit 4 copies of anyplans larger than IIX17) A Names and legal mailing addresses of anyco-owners of the property A Attachment A(for major projects only) A Stormwater Control Report (for major projects onl4 A Environmental Assessment Form (for major projects only) Failure to include any one of the required items will result in an incomplete notice and delay in processing your application. Permits and approvals may be required from other agencies. for town use only �- <' �:,•� �, � L:\CRAiG\TEMPLATEgSTWATAPPS\TOWN STORMWATER APPL.DOC 1112000 +,_f,\ N(( r Page 2 Of 3 I`PROPOSED USE []Residential (seasonal) []Residential(year-round) []Association 0 Public Commercial PROPOSED STARTING DATE -- 6 - 6,5 PROPOSED COMPLETION DATE/.�'�,�•Q$ DVCRIBE THE. MAXIMUM SLOPE OF THE PROPERTY IN THE PROJECT AREA: (fib 5% (Level) 0 5-10% (Gradual slope) 010-15% (Moderate slope) 0 Greater than 15% (Steep Slope) IS ANY PORTION OF THIS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? 0 Yes Q4 (if yes,please explain) 6. CALCULATIONS & CONTROLS TOTAL AREA OF PROPERTY ACRES FT (circle one) TOTAL AREA OF LAND DISTURBANCE: do not include area of stormwater controls)! TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE:_ FT2 TOTAL VOLUME OF STORMWATER TO BE CONTROLLED: _ `. ee instructions) TYPE OF STORMWATER CONTROL MEASURES TO BE USED: SiWAL A41J _eZ?AZM- sw,� L�- HAS AN EROSION CONTROL PLAN BEEN PREPARED? 9"fes, plan is attached Q No If no, please contact your County Soil &Water Conservation District for assistance: Warren County 623-3119 7. SITE INSPECTION During the processing of this application town personnel may need to visit this site for the purpose of inspecting, measuring and/or photographing site conditions. authorize town personnel to conduct such a site inspection fires � o I wish to be contacted prior to any site inspection yes A no 8. CERTIFICATION 1 hereby affirm that the information on this form and all attachments submitted herewith is true to the best of my knowledge and belief. As a condition to the issuance of a permit, the applicant accepts full legal responsibility for all damage,direct and indirect, or whatever nature, and by whomever suffered, arising out of the project described herein and agrees to indemnify and save harmless the town from suits, actions, damages and costs of every name and description resulting from the said project. SIGNATURE OF OWNER DATE SIGNATURE OF AGENT / � -, DATE INCLUDE WITH THIS FORM: A Site location map _ A Project plans on V'/2 X 11 size paper(Submit 4 copies of anyplans larger than 11X17) A Names and legal mailing addresses of anyco-owners of the property A Attachment A(for major projects onl)) A Stormwater Control Report(for major projects onli A Environmental Assessment Form (for major projects only) Failure to include any one of the required items will result in an incomplete notice and delay in processing your application. Permits and approvals may be required from other agencies. for town use only L:\CRAIG\TEMPLATES\STWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 2 of 3 The project is appro s shown on the attached approved plans and subject to the conditions listed on the attached Sche I ' J Approved by on (''L ��! Permit Expires Z 7) ng AtKinistrator Dat CONDITIONS OF APPROVAL ATTACHMENT to Stormwater Management Permit Application Permits or approvals required from other agencies Agency Permit or Approval Date Applied Date Issued Adjoining Property Owners List all parcels within 500 feet Tax Parcel Number Name Mailing Address LACRAIGUEMPLATE&STWATAPPSITOWN STORMWATER APPL.DOC 11/2000 Page 3 of 3 4 M11,CH A E L VAS1, LLOU , INC . METIVIER RESIDENCE - BRAYTON LANE QUEENSBUR ,- Stormwater Management Worksheet w Disturbed Area: Impervious Area: Driveway(1racllide.. 3,425 sq. ft. House 1,296 sq, ft. Septic System 1,369 sq. ft. Garage 768 sq. ft. House 10,000 Via. ft. Porch 252 sq. ft. Total Disturbed Area 14,794 sq. ft. Driveway 3,425 sd. ft. Total Impervious Area 5,741 sq. ft. Stormwater Runoff Stormwater Control Measures: Impervious Area 5,741 sq. ft. One Shallow Grassed Swale (a-), Driveway (80'Iong x 8'wide x 1'6"deep x '.4=gallrnis) 7,57g gals. Gallons / Square Foot x 1.5 gals/sq. ft. l d S G One Shallow Grassed a) Total Runoff/Square Foot 8,612 gallons O , Rear of House (25'long x 8'wide x 1'6"deep z 7.4=gallons) 2,368 gals. Total Runoff Control Measures 9,946 gallons Notes: 1. Seasonal High Groundwater was found at 30" in the area where the septic will he �jo �� located. _ p �� 2. It is anticipated that grade will be raised '" approximately 12" to 18" around the front ��, 2/6 p'f�.� of the house and driveway area with material (Uto < Id horn the foundation hole. (�ltiti�rl t � 3. Separation between the Shallow Grassed tA,/ � VCt ( Swale and seasonal high groundwater will be L approximately 30". 1-t STONE PINE LANE ♦ QUEENSBURY, N.Y. 12804 PHONE (518) 798-9271 FAX (518) 798-9272 08,/11/2095 11:02 FAX 5187451881 METIVIER 0 001 r tiL 32 QuewWUffyNY1M4 (518)783-9M May 10,2005 Robert M. Metivier 2109 Ridge Road Queensbury, MY 12804 Re: Robert & Jennifer Metivier proposed Home Site, Brayton Lane, Town of Queensbury, warren County, New. York. on May 10, 2005 I examined the soils in the area of a proposed septic system leach field. Listed below are my observations: 0 - 8 Inches, topsoil 8 -25 Inches, loamy• fine sand 25-42 Inches, loamy sand, mottling starts a 30 inches Soils in the area of this test pit are deep, stony glacial till soils. Depth to seasonal high ground water table occurs at 30 inches as noted by the depth to mottling. The perculation rates of 0 and 10 minutes are what I would exspect for these soils. If you have any •questions about the above- soils information,please feel free to contact me. 1�l iy Charles H. Maine Soil Scientist Town of Queenslutry Fire Marshal 742 Bay Road (aw Queensbury.,NY 12804 761-8205/761-8206 fax 7454437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's (� instructions or specifications is allowed Permit#C '7 `f spec • anytime In Schedule In tion ime am an Spector i Name Address j ll BNti,,ltn�- Rough In Iqn Appliance Manufacturer MIA-Z 5 54-1 C- Model,1 V2 - Masonry Chimney Factory Built Chimney � Flue Size Double Wall Triple Wall Insulated Yes No NIA Comments Floor Protection Clearances to Combustibles (all sides) Safety Strip Installation (fireplaces only) Firestop(s) vertical Chase Wall Penetration ti Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air Hearth Extension Mantel(height above f/p opening) Fireplace Doors/Screen(required) White-BWMIng MpL VeU -Cwt nmr Pink-Fire NlanW Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12 44 Date received: NAME: :ht%;,toe LOCATION: !v LAAe.., PERMIT#: Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the curve s een: own,Zoning Administrator Notes. i L:\,SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Ma REFERENCE. SURVEY OF R OF LEAND HARR S BRAYTON BY:DAT C.T. MALE ALE ASSOCIATES A B RAYT O N LANE O489.91' S LATERALS ! 50 LF EACH �,,► // f f/ Do m" 1 a4.,p , Mom/ TIW /w FpUlypq n pN ONLY N >1,230 GAL. SEPTIC TAW Z WETLANDS AS FLAGGED AREA �d BY THE A.P.A. 1e 3.87 80res WETLANS AS FLAGGED g BYD DTHE A.P.A. 0 � x o/ r — ioM `PIE �16 LANDS N/F OF/ MICAHEL & KIMBERLY / /o CANTANUCCI LANDS N/F OF IIIsiltl�t�<<<` IWES WA C LLACE SYSTEM - AS-BUILD �E PORTER SEPTIC BY NACE ENGINEERING ate, JU Scale 1'=50` Map of a Survey made for S mono Drouna+cv SOC. 7M�'gY910N a W 3 5-15-06 SEPTIC SYSTEM AS—BUILT V"WW$T"M=u`� /y� T NIFER METIVIER I� �, W 'OILY CCPIEB FlIOY 11E d�k O 'H 9lRVEY f�[. V E a,,,r,K aF,M wm�1°"s ROBL1Rf1]1 VY FOUNDATION LOCATION oa+ " E li 2 1-13-06 Ste"ves � WETLAND DISTANCES METIVIER New York 1 6-16-05 DWG, N0. 8923; „ ��'""Y 'Warren County, DESCRIP110N d S ury e y o r s �,,, a pWaM AM Town of Queensbury+ NO. DATE I Lan. ��,AMMY AM M9""W"mm Queenabury, New York 12804 °""�`°'°�""�"'�"`� 169 gaviland Road 50135 239.12-2-89.1 518 992-8474 New York Lic. No. Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 f� Arrive: am/pm Depart: .�amm/p Date Inspection request received: (%� Inspector's Initials: NAME: M f�T i I/a-E PERMIT#: LOCATION: O (zj(A i-1 0-1 -N DATE: Q TYPE OF STRUCTURE: Comments Ye o N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent throu h inches Roof Cam 1 xt r Finish Complete Platform at all exterior oors 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 •tchen watertight Safe glazin Win w in stairwells safety in �`�=1V�t n error moke De ctors: Every level: Eve 13 om: Outside every bedroom rea: Inter Connected: Batte 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 Tern 110 Enclosed Stairs Sheetrock Underside minimum't2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer 1 . 7554 ``\ l•.— 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 re uired Okay to issue C/C or C/O[Temporary/Permanent L:1Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form-revised-I 00405.doc 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 May 15, 2006 Job#49190 Mr. Dave Hatin RECEIVED Town of Queensbury 742 Bay Road MAY 16 2006 Queensbury,NY 12804 TOWN OF QUEEN'SBL! ?e` RE: Metiver Residence—Brayton K9NN m y Point New Septic System Inspection Gentlemen: This letter is to inform you that we inspected the completed septic system for the Metiver residence on Brayton Lane in the Town of Queensbury on May 10, 2006. The septic system as installed was for a four bedroom house and consisted of an existing 1,250 gallon septic tank, a new pump station, a new 1 1/2" force main and 8 — 50 lineal foot long absorption trench laterals. The absorption trenches were constructed with stone and perforated pipe laterals. The system conforms to the requirements of the approved design drawings. Please call me if you have any questions or concerns. Sincerely, Thomas R. Center Jr., PE Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am(p Depart:.3�am/pm Date Inspection request received: Inspector's Initials: ,l NAME: PERMIT#: K �p LOCATION: ��c r1 DATE: 0 TYPE OF STRUCTURE: - r- Comments Yes No N/A Building Number(Address visible from road Chimne Hei ht/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin Vent through roof minimum 6 Tinches Roof Complete/Exterior Finish Com lete �ka , a �-- Platform at all exterior doors ]Guards at stairs,decks,patios more than 30 inches above grade 97 Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more V 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 F" tA Gas Valve shut-off exposed J regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches /� y Bathroom/Kitchen waterti ht Safety glazing/W' ow in stairwells safety g1pring Interior Smoke D ectors: Every level: V Ev Bedr. om: Outside every bedr% area: Inter Connected: Battery backu : ✓ 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. egress below grade Gas 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%z"Gypsum 1100, Basement stairs closed rise>4 inchesGarage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer F 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 ZP 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 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N2 93708 Cut-in Card No..................................... Owner................. . ....................................................................... *'*'**'*' ............. *.....****' Location-a..... ...... 5 7 Installation Consisting of..V P-e4�9'p- -S-6 L4......................!��.............................. ........................................................ ........................... Installed By.... .... ................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is ,ancelled:- 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 making inspections at any time, and if its -ules are violated,the Company shall have the right to revoke th ce fic e. 3ate,.:�-e 6 k--................................ INSPECTOR..... . ........I ................................................................... Member N.F.P.A.,I.A.E.I. Septic 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:tj I�N NAME: l PERMIT NO.: L INSPECT ON: Comments and/or diagram Soil Type: Sand Loam/ Clay Type of Water: Municipal kWeTWatea Waterline separation distance ft. Weil separation distance ft. Other wells: ft. Absorption Field: Total lengthft. Length of each trench ft. Depth of trenches ft. Size of Stone "2.— See a Pits: Number Size: x Stone Size: Piping Size Type Buildingto tank " Tank to Distribution Box Distribution Box tooft eld Pit Opening Sealed: Partial End Ca Inlet/Outlet Pipes&Baffles RZY N Location/Se rations Foundation to tank Foundation to absorption Separation of Pits ft Conforms as per Plot Plan Y Kl� �f E ineer Re rt and As-Built Y Location of System on Property: rdht Rear eft Side Right Side ` s-0�'�t Middle Front Middle Rear n;! ApproV arhal Approved and needs to be re-ins , please call the Building &Codes Office Disapprov r Last revised 021006 Last revised 1/6/05 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. O Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL `� Permit No........................................Cert. N_0 93706 Cut-in Card No............................... Owner.............. rTf!/ ........./.�.._,�...�................................................................................................................. ............. Location............... .... :................................/.......................... ........ Installation Consisting of....c�3 L /.G ..... ..�-f7 tU ............................. .................................................................................................................................................................................... ................................................................................................................................................................................... InstalledBy...... 1..........7 ......................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 mptly made for inspection. Inspectors of this Company shall have the privilege of making s tions at any time, and if its rules are violated,the Company shall have the right to a ke thi icate. Date... ...�... ................. INSPECTOR.............................:.............................................................. Member N.F.P.A.,I.A.E.I. f Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Cade Enforcement Arrive: am/pm Depart: ^ am/pm 742 Bay Rd., Queennssbury, NY 12804 Inspector`s Initials: NAME: > �� t t 1 PERMIT NO.: LOCATION: t INSPECLR T ON: RECHECK: Comments andlor diagram Soil T Sand C a' Type of Water: ici a � Waterline separation distance ft. Well separation distance Other wells: ft.Absorption Field: Total fen ft. Length of each trench `� ft. Depth of trenches -ft. Size of Stone Z. Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box t ield Pit KJ A- �- 0 nin Sealed: N Partial End Ca Inie Outlet Pipes&Baffles Y N Location/Separations Foundation to tank ft. MR WT Foundation to absorption-, Separation of Pits ft. A- U P o Conforms as r Plot Plan Y Engineer Report and As-Built .1t Location of System on Property: Frmf Rear ffL4ftS' Right Side Middle Front fiddle Rear m t Avp artial Approved • needs to be re-inspected, please call the Building&Codes Office rsappro've Last revised 021006 Last revised 1/6/05 Town of Queensbury lire Marshal 742 Bay Road Queensbury;NY 12804. 761-8205/761-8206 fax 745-4437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit# f�J-'1 bb Schedule InspectionV 1Z1,JOC Time I anytime Inspector 19d)k Name 1 0rlL Address l �5Z y 6 L N Rough In4_Final Appliance Manufacturer Model It 1- 'LZ- ~ Masonry Chimney Factory Built Chimney Flue Size Double Wail Triple Wall Insulated Yes No N1A Comments Floor Protection Clearances to Combustibles(all sides) Safety Strip Installation (fireplaces only) Firestop(s) Vertical Chase �S Wall Penetration Chimney Clearances to Combustibles X Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air Hearth Extension Mantel(height above Vp opening) Fireplace Doors/Screen(required) WhW -BWMfng Dept, Yello�—C r Pink—Flre Marshal Town of Q*ensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205!761-8206 fax 745-"37 Factory Built Wood Burning Fureplace I Stove Inspection Resort Notice:New York State inquires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. J, Permit# -� � Schedule Inspection / i Time pm anytime Inspector l' r/�2 Name �` T r✓ �(`� Address 1 1,,�21 2 �1 l !a� Rough In Final Appliance Manufacturer Ci Model# Masonry Chimney Factory Built Chimney,- Flue Size Double Wald Triple Wall Insulated /Cy- 30 -;3L Yes No N/A Comments Floor Protection °/ Clearances to Combustibles (all sides) Safety Strip Installation(fireplaces only) Firestop(s) Vertical Chase Wall Penetration Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;Z feet above /X any combustible construction within 10 feet Combustion Air L.- Hearth Extension Mantel(baght above f/p opening) Fire lace Doors/Screen(required) p ( 9 ) WNW—wag Depk Yen —C mer Pink—Fire Marshal Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection c ' ed: Queensbury Building&Code Enforcement Arrive: art: aim 742 Bay Road,Queensbury,NY 12804 Inspector's iti NAME: �� PERMIT#: 7� LOCATION: IV 151- INSPECT ON: 3 Z17 (� TYPE OF STRUCTURE: Y N NIA COMMENTS raming Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers " � --�--� Jack Posts/Main Beams _ Exterior sheeting nailed properly i 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 % w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses J^ . Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall �tz� 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) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing 0 Insulation Inspection I port Office No. (518) 761-8256 Date Inspection requ r iv Queensbury Building & Code Enforcement Arrive: a e '- 742 Bay Road, Queensbury, NY 12804 Inspector's NAME: PE4IT : O S --7 LOCATION: l ('��/ � i C�n� 1� A-t-�Q-- INSPECT ON: 6 TYPE OF STRUCTURE: IT 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 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 7 vim; 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: _I LAPam Wbiting�Building&Codes\lnspection Forms�,Rougb Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r es Queensbury Building& Code Enforcement Arrive: pm �- 742 Bay Road, Queensbury,NY 12804 Inspector's Ini Is: a NAME: 10� R PERMIT #: LOCATION: INSPECT ON: TYPE OF STRU TURF: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rouo Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper mmercial Cooper,CPVC,Pex One and Two-Famil jr4ulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation V+ �v If required unheated spaces Combustion Air Supply for Furnace ` v Duct work sealed properly/No duct toe COMMENTS: Vic LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 -A f� Rough Plumbing / Insulation Inspection Report/ Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: r NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRU 'TURF- Y N N/A PVC: R-1,R-2, - -4 Drain/Vents 4 Cast Iron, Copper Drain/Vent/Comm. Plu Vent/Vents in Place u Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. r" Hea ' -Supply Test ' an Vents 5 PSI o 0 feet above highest connection for 15 minutes Cleanout eveU 100 feet/chan a of direction Water Supply Piping Pooper Commercial —O er PVC,Pex One and Two-Family 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: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 ~� Framing / Firestopping Inspection Report c Office No. (518) 761-8256 Date Inspection request received: I �� Queensbury Building&Code Enforcement Arrive: am/ppi De art: m 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: 1 I t, i, l►'�I-ice�� PERMIT#: S� LOCATION: () ("�t A 7ttj L, AN--C— INSPECT ON: U U� TYPE OF STRUCTURE: Y N N/ COMMENTS raming 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 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 '/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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm epart: - m/pm 742 Bay Road,Queensbury,NY 12804 Inspector's initials: ' NAME: le , PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: UZ7(� Y N N/A COMMENTS Frami 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 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 ''/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: Queensbury Building&Code Enforcement Arrive: ,-s am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: "kk --r&! PERMIT#: " LOCATION: 16 g U V I----) INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs i 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 I %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 i 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 % 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: Queensbury Building&Code Enforcement Arrive: am/pm epa r--Tm/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:U � NAME: Lf c 1 "`� PERMIT#: LOCATION: '(,.. c INSPECT ON: c >2-6 TYPE OF STRUCTURE: Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs I Headers Bracing/Bridging g g 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 '/s w 16 gauge(8) 16D nails each side ! Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center `s i ce and wale 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 Framing / Firestopping Inspection Report ,r Office No. (518) 761-8256 Date Inspection request received: ( "(j Queensbury Building&Code Enforcement Arrive: am/pm Depart: m/ 742 Bay Road,Queensbury,'NY 12804 Inspector's Initials: NAME: 06X v! e"k-- PERMIT#: LOCATION: IU INSPECT ON: �- 0 TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs 1 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 I %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 ? -16e—a-n-d-_-wate hield 24 inches from wall Fire separation 1, 2, 3 hour �,t Fire wall 2, 3,4 hour Firestopping == � ��l� �`�► 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 "' - --[, 'l,_ � 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (518)761-8256 Date Inspection re est recei d: Queensbury Building&Code Enforcement Arrive: inpart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: ERMIT#: LOCATION: �jr. INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings1\ Piers tip+ Monolithic Slabs -r\ 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. oundation/Wallpour n .. Reinforcement in Place ,) J Foundation Dampproofing Foundation/Waterproofing Type of Damppxoofing�/ aterproofing Footing Drai 'Dayligh r Sump Footing Dral e: t 12 inch width v` 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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518) 761-8256 Date Inspection req re ived- 'rf Queensbury Building&Code Enforcement Arrive: �D n/ f'Depart: aiw 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s: r° NAME: ..PERMIT#: LOCATION: _ v INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ootings / 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 T 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. 1,ASueHemingway\Building.Codes.Inspcetion.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspecti n re e i Queensbury Building&Code Enforcement Arrive: 9 Depart: '. 742 Bay Rd., Queensbury,NY 12804 Inspector's iti I NAME: �1 t {` - IT #: _ LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments y,. Y N N/A ootings 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 Dampprooffng 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:\SueHen ingway\Building.Codes.Inspection.FORMS\Foundation Inspection Iteport.doc Januaiy 28,2003 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:C:\Program Files\Check\REScheck\Metiver Residence.rck PROJECT TITLE:The Metiver Residence COUNTY: Saratoga STATE:New York HDD: 7244 9 M j CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:09/22/05 DATE OF PLANS:9/21/05 PROJECT DESCRIPTION: 10 Brayton Lane Assembly Point,Queensbury DESIGNER/CONTRACTOR: Michael J.Vasilou, Builders,Inc, Dreamscapses Unlimited COMPLIANCE:Passes Maximum UA=664 Your Home UA=503 24.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1861 38.0 0.0 56 Wall 1:Wood Frame, 16" o.c. 371 21.0 0.0 16 Window 1:Wood Frame:Double Pane with Low-E 29 0.350 10 Window 2:Wood Frame:Double Pane with Low-E 29 0.350 10 Door 1: Solid 35 0.400 14 Wall 2:Wood Frame, 16"o.c. 106 21.0 0.0 5 Window 3:Wood Frame:Double Pane with Low-E 14 0.350 5 Wall 3:Wood Frame, 16"o.c. 87 21.0 0.0 5 Window 4:Wood Frame:Double Pane with Low-E 7 0.350 2 Wall 4:Wood Frame, 16"o.c. 141 21.0 0.0 7 Door 2: Solid 18 0.400 7 Wall 5:Wood Frame, 16"o.c. 442 21.0 0.0 20 Window 5:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 6:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 7:Wood Frame:Double Pane with Low-E 7 0.350 2 Window 8:Wood Frame:Double Pane with Low-E 10 0.350 4 Window 9:Wood Frame:Double Pane with Low-E 40 0.350 14 Wall 6:Wood Frame, 16"o.c. 247 21.0 0.0 12 Window 10:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 11:Wood Frame:Double Pane with Low-E 14 0.350 5 Wall 7:Wood Frame, 16"ox. 371 21.0 0.0 14 Window 12:Wood Frame:Double Pane with Low-E 21 0.350 7 Window 13:Wood Frame:Double Pane with Low-E 82 0.350 29 Window 14:Wood Frame:Double Pane with Low-E 29 0.350 10 Wall 8:Wood Frame, 16"o.c. 106 21.0 0.0 6 Wall 9:Wood Frame, 16"o.c. 131 21.0 0.0 7 Window 15:Wood Frame:Double Pane with Low-E 14 0.350 5 Wall 10:Wood Frame, 16" o.c. 53 21.0 0.0 3 Wall 11:Wood Frame, 16" o.c. 124 21.0 0.0 5 Window 16:Wood Frame:Double Pane with Low-E 29 0.350 10 Wall 12:Wood Frame, 16"o.c. 283 21.0 0.0 16 Wall 13:Wood Frame, 16"o.c. 124 21.0 0.0 6 Window 17:Wood Frame:Double Pane with Low-E 13 0.350 5 Wall 14:Wood Frame, 16"o.c. 88 21.0 0.0 5 Wall 15:Wood Frame, 16"o.c. 459 21.0 0.0 22 Window 18:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 19:Wood Frame:Double Pane with Low-E 29 0.350 10 Window 20:Wood Frame:Double Pane with Low-E 7 0.350 2 Window 21:Wood Frame:Double Pane with Low-E 16 0.350 6 Wall 16:Wood Frame, 16"o.c. 247 21.0 0.0 12 Window 22:Wood Frame:Double Pane with Low-E 14 0.350 5 Window 23:Wood Frame:Double Pane with Low-E 14 0.350 5 Basement Wall 1: Solid Concrete or Masonry 1360 11.0 0.0 84 Wall height: 8.5' Depth below grade:7.5' Insulation depth: 8.5' 4loor 1:All-Wood Joist/Tcuss:Over Unconditioned Space 448 30.0 0.0 15 urnace 1:Forced Hot Air,92 AFUE 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 Professional 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 compliance with this Code. I Builder/Designer Date ZZC as x� z REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:09/22/05 PROJECT TITLE:The Metiver Residence Bldg. Dept. Use ( ( Ceilings: [ ] ( 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation ( Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 2. Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 3. Wall 3:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 4. Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 5. Wall 5:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 6. Wall 6:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 7. Wall 7:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 8. Wall 8:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] ( 9. Wall 9:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 10. Wall 10:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ) ( 11. Wall 11:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 12. Wall 12:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] 13. Wall 13:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 14. Wall 14:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ) ( 15. Wall 15:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 16. Wall 16:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: ( ( Basement Walls: [ ] ( 1. Basement Wall 1. Solid Concrete or Masonry,8.5'ht/7.5'bg/8.5'insul, ( R-11.0 cavity insulation ( Comments: ( Windows: [ ] ( 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break? [ ]Yes[ ]No ( Comments: [ ] ( 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( Comments: [ ) ( 3. Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break? [ ]Yes[ ]No ( Comments: [ ] ( 4. Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( Comments: [ ] ( 5. Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes [ ]No ( Comments: [ ] ( 6. Window 6:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( Comments: [ ] ( 7. Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break? [ ]Yes[ ]No ( Comments: [ ] ( S. Window 8:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( Comments: [ ] 9. Window 9:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break? [ ]Yes[ ]No ( Comments: [ ] ( 10. Window 10:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( Comments: [ ] ( 11. Window 11:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes [ ]No ( Comments: [ ] ( 12. Window 12:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break? [ ]Yes [ ]No ( Comments: [ ] 13. Window 13:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes [ ]No ( Comments: [ ] ( 14. Window 14:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( Comments: [ ] ( 15. Window 15:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( Comments: [ ] ( 16. Window 16:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 17. Window 17:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 18. Window 18:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 19. Window 19:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ) I 20. Window 20:Wood Frame:Double Pane with Low-E,U-factor:0.350 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments: [ ] I 21. Window 21:Wood Frame:Double Pane with Low-E,U-factor:0.350 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ )No I Comments: [ ] I 22. Window 22:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ J Yes[ ]No Comments: [ ] I 23. Window 23:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ) I 1. Door 1: Solid,U-factor:0.400 Comments: [ ] I 2. Door 2: Solid,U-factor: 0.400 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I I Vapor Retarder:_ [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identifcation: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ l I Man ufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency 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 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 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 a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must 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 0 Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to P 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 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 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) RAY j pN LAND --- , --------------- ---- -- 30 r'T FRONT SETBACK ,;j , i - �— 1 '} ------- S ROW ABSORPTiOh i 250' TOTAL LEf ITN ----r' WIT 1 j �RprTE— 12 biAL.. , dent-S, et, -------,- I ^/ L �� •,'/ ' }} [[ !! x qp represent {+ ( that p5 py R.,,7 tl�k�l, tx.1�7,. `k€;`:raj 1v�.34:✓��4vk�ti tlk dt 6 �d��6,. the � Marti 's set Ili"h on thl e diagram." --, c:) 0 S-7 / 1 ,t t x , 1 r i ' SEP , 9 2005 40 S ) �p 400 ,'� �7 96Fr �RArTION LANE - - ^ 483.191 ET ' `$ ----- III-FT FRONT SETBACK I 5 ROW A550P-PTIOM ---------.-4-- FIELD, 50' EACH, " 250' TOTAL LEh61TP ----! 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