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2012-162 el` TOWN OF QUEENSBURY gy742 Bay Road,Qucensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120162 Date Issued: Monday, October 01, 2012 This is to certify that work requested to be done as shown by Permit Number P20120162 has been completed. Location: 10 CAITLIN Dr Tax Map Number: 523400-301-017-0003-063-000-0000 Owner: KELACO, LLC Applicant: COLLETTE CONSTRUCTION This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property 4 owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enforcement or Zoning Board of Appeals. 06• TOWN OF QUEENSBURY 0.4 . IF , 431 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20120162 Application Number: A20120162 Tax Map No: 523400-301-017-0003-063-000-0000 Permission is hereby granted to: COLLETTE CONSTRUCTION For property located at: 10 CAITLIN Dr 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: KELACO, LLC 35 FRONT St Garage Attached LAKE GEORGE,NY 12845-0000 Single Family Dwelling $280,000.00 Total Value $280,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2012-162 2,365 total sf with attached garage 758 sf 1st floor 995 sf, 2nd fl 1,030 sf+unfinished bonus room 340 sf on 2nd floor $586.70 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, May 01,2013 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o ueen ury; AIon•, . �� . •• 0,2012 SIGNED BY /d . \ for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY ; • E STRUCTURES NOT SHOWN ON PLOT PLAN? 'tic) THERE EASEMENTS ON PROPERTY? cc-e)0 I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to theaboe. Signed ^ („q-e-a-,e6 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: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE J QUESTIONS? CALL 761-8256 OR EMAIL codes a(�.oueensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes 'No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Revised 4/14/2010 OFFICE USE ONLY TAX MAP NO. PERMIT NO I�-U.D)PERMIT FEE T� APR 1 3 2012 I � APPROVALS: ZONING TOWN CLERK 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: (/Q CO INSTALLER: (�2O/�t' ADDRESS: 3g Ce/% / /Y U�SdA.) 645. ADDRESS: js, c,/-4-771; [vv . // 1, PHONE NOS. 7 y6 I 0-0 / }- PHONE NOS. 7 yD - //d-o �b S� 01O' /-0,74- LOCATION OF INSTALLATION: +-0, /b (e. ' RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED? A_I a 1981 -1991 X 130 = SPA OR HOT TUB 1992-present / -3 X 110 = 330 INSTALLED? A..10 PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING ✓ STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND i/ LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? /7 ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? 6 U!°2 /1/ ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpil (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). TANK SIZE: /(PTO GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: IBSORPTION FIELD(WITH NO.2 STONE) Total length „ `'e ft. Each trench 71 X ❑ SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN 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 Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary Sewage Disposal Ordinance. codes{a?queensburv.net ea4wy7z/iceVISIT WEBSITE FOR MOREueensburvnet INFORMATION Signature of Person Responsible Date www• Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 GBP e/c)- 6)' Revised 4/14/2010 Town of Queensbury j�1 is r Y Highway Michael F. Travis Department j � ' Highway Superintendent APR 1 �3 2012 i 742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413 Office Phone: (518)761-8211 ;j;`, - Li Thomas R. Vanness Fax: (518) 745-4466 Deputy Superintendent Home (518) 745-0929 www. Queensbury.net DRIVEWAY PERMIT Date: 11/0 /1 Applicant Name: K" 6 Address to be inspected: L,t /t; CA i L \/' R• Return Address: 3? C„//P l7 ,(& 1� sn,V f //S Y. ��2 Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: Step 1: ( ) Preliminary Approval Need: .( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( )15" ( ) 18" ( )24" ( )36" Preliminary inspections completed by: Date: Approved by Higway Supt: Deputy Supt.: Upon completion, please resubmit this approved permit for a final approval. Step 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent Town of Queensbury* Community Development Office* 742 Bay Road, Queensbury NY 12804 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: Bali I NAME: d q LOCATION: PERMIT#: Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has beep: Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.lnspection.FORMSIFinal Survey Zoning Administrator.doc MAP REFERENCE: POINTE WEST SUBDIVISION DATED JANUARY 15, 2008 REVISED JUNE 12, 2009 BY: VAN DUSEN & STEVES SHERMAN AVENUE . DRAINAGE EA5EMEN7 1,185058'07yE 264.83 _ aa_so — — 585°5807"W N F < UI m N �. O OD fog„ I r 50.325 04 - �`R,\ 'lam 10 O 0 Dus'UNAUIHORI (J� (�( S t e - 7 e s T I� rid r T 7 ® L a 1 ` 169 Haviland Road Queensbury, New York 12804 . (518) 792-8474 New York Lie. No. 50135NO. AU AL ILRATON OR ADDITION TO A SURVEY MAP HEARING A LICEII�EO LANG SUNVEYIXiS SEAL ISA VIOIAYIOR OF SECTON' 7209, SUB-DIASION 2, OF THE NEW TORN STATEC7" LAW.' 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED MIH AN OF'UEOL OF THIS LAND SURVEYORS 'CERRFICARDNS INS SATESHEREON SGNIFY THAT THISSEABHALL BE CDN�NCRED TO HE ORD ,RDE `G THE THIS SURVEY WAS PREPARED IN ACCORDANCE PoiH AD BY TE ERV R §IATEEd CE FOR -AND SURVEYORS IONOPIEO BY THE NEW TOHN $IAiE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSONS A TOS NE SURVEY IS PREPARED, AND ON HIS BEHALF i0 ¶IE TIT£ COMPANY. GOVERNMENTAL AGENCY MY LENT jNSTNITION „STED HEREON. AND E ASSIGNEES OF ;„E LENDING BTTD• TD NINNN Map of a Survey made for ' C 0 LLE TT E CONSTRUCTION 1L Town of Queensbury Warren County,. New York ' 1. Date; JWY c -'b, C!WL Scale 1'=40' " �� I OF COLLETCE; DWS. NO. 08142-16 DATE DESCRIPTION At. Queensbury Building & Code Enforcement - Residential Final inspection Office No. (518) 761-8256 Arrive: am/pm Depart: L � am/pm Date Inspection request received: Inspector's Initials: NAME: { �--S `t� PERMIT#: 7 01 LOCATION: c-✓-t-k-i l--/V N P- DATE: /v ( t J 12.- TYPE OF STRUCTURE: —t� Comments: Yes 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 o•f minimum 18 inches Roof Complete/Exterior Finis l omplete / Platform at all exterior doors / Handrail 4 or more risers Guards at stairs,decks,patios m• e than 30 in, es above grade Guard at stairwell at 34 inches or ore Guard at deck,porches 36 inches or more Handrail Termination at Newell Po-. or Wall Interior/Exterior Railings 34 inches 38 inc es Deck Bracing/Handicapped Ramp ompli nt Grade away from foundation 6 inche. with 0 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulate 1; inches above grade Interior privacy/trim/cbors/main en = ce 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells sa -ty glazing Interior Smoke Detect.rs/Carbon Mo 'de Detectors Every level: Every Bedroom. Outside every bedroo area: Inter Connected: Battery b.cku•• Attic access 30 inche. x 22 inches 30 in es(height)in accessible area ff2Crawl Spaces 18 inc x 24 inch a• :.ss, 1 st.ft.-150 sq.ft.vents Bathroom Fans,if no endow1—th Plumbing fixtures Foundation insulatio to floor I S cker on Panel Duct work sealed p ••erly/Blo er Door Test Certification Floor truss,draft stop•ing finis -d basement 1,000 sq.ft. Emergency egress •:low gra•- l A Gas Furnace shut-off'Mthin feet or within line of site Oil Furnace shut-off at entra'ce to furnace area &Se- Furnace/Hot Water H:E•-ratin• Low water shut-off boi - --� Relief Valve(s)instal! eat Trap/Water Temp 110 civi • '-y9 Enclosed Stairs Sheet • k Underside minimum'/2"Gypsum C i'-?, Basement stairs closed rise>4 inches �''�" fa1V Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 Queensbury Building & Code Enforcement - Residential Final Inspection `} Office No. (518) 761-8256 £ �7 �/- Arrive: am/pm •/ t4� am/pm Date-Inspection request received::/ ! Inspector's Initials: NAME: �o" / (67t.kiYI4(4Z)k) PERMIT#: ,�2CJ! - /74 LOCATION: 1d 6±6.A:f-(Lik-- ' DATE: j ; d TYPE OF STRUCTURE: 5j� Comments: Ye o NIA 4" Building Number Address visible from road ✓ Chimney Height/"B"Vent/Direct Vent Location Z./ Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches V Roof Complete/Exterior Finish Complete VPlatform 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 V / Guard at deck,porches 36 inches or more w/ Handrail Termination at Newell Post or Wall t/ 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 V/V Gas Valve shut-off exposed/regulator 18 inches above grade ti// Interior privacy/trim/doors I main entrance 36 inches Bathroom/Kitchen watertight V Safety glazing/Wind in stairwells safety gI. ing CRA5V-A7A.— -{�$, Interior Smoke Det ors/Carbon noxid: I etectors Every level: Eveyv Bedro m: tc / �� Outside every bedroom area: Inter Connected: t/ Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area y/ � rCrawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents / R,kzik/IXA,V Bathroom Fans,if no window ,.R6erv , r-4< 1A/ Plumbing fixtures Foundation insulation to floor/Sticker on Panel 1-1,2-7Q 05 (c?4-J— Duct work sealed properly/Blower Door Test Certification ' Floor truss,draft stopping finished basement 1,000 sq.ft. / �. Emergency egress below grade VJ Aexso"127- Gas Furnace shut-off within 30 feet or within line of site / / Oil Furnace shut-off at entrance to furnace area / t Furnace/Hot Water Heater operating �/ Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum V d Basement stairs closed rise>4 inches Garage Floor Pitched V Garage fireproofing/3/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure / Final Electrical;Energy Saving Light Bulbs 50% V Y Final Survey Plot Plan4 ' Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding V/ As Built Septic System/Sewer Dept. Inspection Sticker V Site Plan /Variance required Flood Plain Certification,if required - 0..// Okay to issue C/C or C I 0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Fomis\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 GRAJNY Consulting, LLC 69 Hayden Point Loop Diamond Point, NY 12824 518 221-3240 09/28/2012 Collette Construction 38 Collette Lane Hudson Falls,NY 12839 Inspection Address: Lot#16, 10 Caitlin Drive, Queensbury NY 12805 Report Number: 0928121 Dear Ken: At your request, the Blower Door Inspection of the post construction test to verify infiltration rate of the house, as per requirements of the NYS 2010 Energy Conservation Construction Code was performed on 09/28/2012. GRAINY Consulting, LLC is pleased to submit the following report. The following data was provided: - Square Footage of the house, including conditioned basement=3,020 SF - Volume of the house, including conditioned basement=25,155 CF Based on above,the following test data was collected: - Infiltration Rate, including conditioned basement at 50 Pascal= 1.651 CFM - ACH50,Actual Changes per Hour at 50 Pascal= 1,651X 60/25,155=3.9<7 The Instruments used for test were provided by the Energy Conservatory Digital Gauge DG-3 rated accuracy=+/- 1%,calibrated minimum once per year. Thank you for selecting our company.We appreciate the opportunity to be of service. Please call this office if there are any questions. us Sincerely, ; 4.75 Stan Grainy,rainy, e PE V ,. •. ' NYS HERS Energy Rater BER-041 FOp 085406 ,r NYS PE 065406-1ESSIdN* VISION Engineering CIVIL •STRUCTURAL • MUNICIPAL • ENVIRONMENTAL ..1 . 1610porw August 17, 2012 Building & Codes Department Town of Queensbury 742 Bay Road Queensbury, NY 12804 RE: Collette Construction 10 Caitlin Drive 20 Caitlin Drive VISION Engineering previously designed the Pointe West Subdivision which included individual household onsite septic systems installed at the above locations and/or lots. This letter shall serve as certification that based upon information obtained from inspections and the Contractor portions of work designed by our office were installed in general conformance with the approved plans and specifications. Thank you and please do not hesitate to contact me if you have any questions or require additional information. Respectfully, ENGINEERS STAMP: of N E' -s - y r,.. P. 1 `.. Daniel W. RYan, P.E. o * 0 _ . ` � VISION Engineering, LLC S 0 13'9 °FESSI 16 Pearl Street•Suite 200•Glens Falls, NY• 12801 •P: 518.792.9264•F: 518.792.9282 "NolpliV www.visionengineering.org Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:/0 17 vl am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: (1___::,•-ii) NAME: , �1 -- � d< PERMIT NO.: 2-C t Z- (Co 2— LOCATION: C l �.o )f? INSPECT ON: �J -ri l RECHECK: tt Comments and/or diagram Soil Type: .nd / Loam / Clay Type of Water: Muni ipal / Well Water Waterline se.aration distance ft. Well set aration distance ft. Other wells: ft. Well Casing Length 50' + / - N N/A [150'to well equired if NO] Absorption Field: Total length ft. Length o'each trench ft. Depth .f trenches ft. Si - of Stone a ` r `- �� Seepage Pits. Number — � (- " / Siz:. x / Sto Si e: 01) Piping Size Type Building to tanv^� Tank to Distribution Bo ,AX — (-3 ,(�� Distribution Box to Field / it Opening Seal d: Y N End p NWPCr-7A---. Inlet/OutletPipesY N & B es __. Manholes 12"or less below rade _Y \ N ,: [provide extension collar if Yes] —Y \ N /" Location / Separations `\. Foundation to tankff. Foundation to absor.tion ft. Separation of Pits ft. Conforms as per Plot Plan _ N Engineer Report and As-Built Y N ETU Maintenance Contract Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc VISION a _. .-.1.11gineering CIVIL • STRUCTURAL • MUNICIPAL • ENVIRONMENTAL ..4111440000.., August 17, 2012 Building & Codes Department Town of Queensbury 742 Bay Road Queensbury, NY 12804 RE: Collette Construction 10 Caitlin Drive 20 Caitlin Drive VISION Engineering previously designed the Pointe West Subdivision which included individual household onsite septic systems installed at the above locations and/or lots. This letter shall serve as certification that based upon information obtained from inspections and the Contractor portions of work designed by our office were installed in general conformance with the approved plans and specifications. Thank you and please do not hesitate to contact me if you have any questions or require additional information. Respectfully, Daniel W. Ryan, P.E. VISION Engineering, LLC 16 Pearl Street•Suite 200•Glens Falls,NY•12801 •P: 518.792.9264•F:518.792.9282 www.visionengineering.org Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req - - <-•• Queensbury Building &Code Enforcement Arrive: 12.::1-15-a r • _, - • - : I = lb amm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,� NAME: JQM, D P' ' IT #: / LOCATION: I v Co f--H ( r INSPECT ON: 5 TYPE OF STRUCTURE: S F (J Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.1 for 15 minutes � — 1�-��'z>J� Insulation/ Residential Check/ Commercial Check 4 �T \(21)JE\L Tyvek or Similar Exterior Sealant C .1LA R Proper Vent, Attic Vent Door 1 Window Sealed (No Insulation) Z\ Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape ,� -�\ COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Framing / Firestopping Inspection Report Li (d-(N " d'U -k "--/ Office No. (518) 761-8256 Date Ins. «'on�r- �� cei'ed: Queensbury Building &Code Enforcement Arrive: 447743, •-rt: °cu . •m 742 Bay Road, Queensbury, NY 12804 Inspector's In _11. NAME: I10j(D(CD PERMIT#: /)-/(� • LOCATION: ,oJ-1-/ r INSPECT ON: TYPE OF STRUCTURE: S b Y N NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing/ Bridging Joist hangers Jack Posts I 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 'A(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour -7/ Firestopping '� Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 518 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 L:16uilding&Codes Fomes-OLD\Building&CodesUnspection Forrns\Framing Firestopping Inspection Repoct.doc Revised January 7,2008 - to Framing / Firestopping Inspection Report / Office No. (518) 761-8256 Date Inspection3`' Queensbury Building &Code Enforcement Arrive: am!pfn received: ç3m/Pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:64,4V) l� NAME: V` ala co PERMIT#: LOCATION: / U ( , /, 11 hr. INSPECT ON: TYPE OF STRUCTURE. Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing/Bridging Joist hangers CLO Jack Posts/Main Beams Exterior sheeting nailed properly 7 ,� 12"O.C. j `' `,�-ZAA Headroom 6 ft. 8 in. Stairwellsi36 in. more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour , Firestopping �� - i Penetration sealed -- 16 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X k‘ 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 L:1Building&Codes Fom►s-OLD1Building&Codes\Inspection Fom1s1Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report (-Jed- l - Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart ., ; ,y` am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:014 .(' v NAME:_ lei (4 CO PERMIT#: I ,),-710 c� LOCATION: I i:) �� r f 1�2 ,, INSPECT ON: 7 --A 5= TYPE OF STRUCTURE: t= I Y / N N/A COMMENTS: Framing 4- Tyr Attic Access 22" x 30' minimum Jack Studs/ Headers7-4E rZA- ‘.°) 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 '/s(w) 16 gauge 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 (V) 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 L:\Building&Codes Forms-0LD\Building&CodesUnspection Fomts\Framing Firestopping Inspection Report.doc Revised January 7,2008 0E..d;Dedcq, I - 3 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: t40.am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ NAME: Tai` CJ PERMIT NO.: " Ia.' LOCATION: / 0 /-dr1t„f•, ,i)2_ INSPECT ON: Til RECHECK: pp_ Comments and/or diagram Soil Type: / Loam / Clay Type of Water: uni" al/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length -_ft. Length of each trench 1 ft. Depth of trenches /b'4:=2-1144,°' Size of Stone Z Seepage Pits: Number Size: Stone Size: Piping Size Type Building to tank � A.c'7 Tank to Distribution Box At- `-) Distribution Box to Field/ Pit 4, cL _ =cam Opening Sealed: N End Cap +/Ye N Inlet/Outlet Pipes &BafflesUY— N Location/ Separations • Foundation to tank V2, ft. Foundation to absorptionft. Separation of Pits ,I ft. Conforms as per Plot Plan N Engineer Report and As-Built ` ___ N Location of tern on Property: Fron Rear Left Side ight Side Middle Front Middle Rear System Use Statu Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Li 1 - ' -- I/ , IT 0 1Ja( •<//.....?\\ N. • - 6 ..C.'' r \\ • • • •\ • • • • • • 1 i 11 ,,} I.. Y u E;i /- .-j i,, 1 i Framing 0 Firestopping Inspection Report MD ,r\aca_ I �3 Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ m Depart) \ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: L> NAME: C k C? PERMIT#: 1 ` LOCATION: _ /Z'_C-CLr' n- INSPECT ON: 7 ,3 /A TYPE OF STRUCTURE: �3.r J Y ` NIA COMMENTS: J Framing �, ( , Attic Access s 22" x 30" minimum �-tr-6c) Jack Studs/ Headers Bracing /Bridging j ' Joist hangers v Jack Posts/ Main Beams Exterior sheeting nailed properly ckc12" O.C. Headroom 6 ft. 8 in. 1OQ' *k: — Stairwells 36 in, or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches I Holes/Bearing Walls 1431) Metal Metal Strapping for Notches Top Plate 1 Y/2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %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 L:1Building&Codes Forms-0LD\Building&Codes\Inspection Fomtsframing Firestopping Inspection Report.doc Revised January 7,2008 DIN\ \6L± l - 3 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/im Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: JJll (( NAME: PERMIT NO.: /Ds—/t9 a. LOCATION: / C7 Q f .� ��,�] �Dr INSPECT ON: '7 -313--/ RECHECK: Comments ad/or diagram Soil Type: Sand/ Loam / Clay (? J Type of Water: Municipal/ Well Water Waterline separation distance \ ft. Well separation distance ft. , Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench 1 ft. Depth of trenches 5 r ft. Size of Stone Seepage Pits: Number Size: 1 x C- s"(A_<� Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y u� Inlet/Outlet Pipes&Baffles Y VN Location/ Separations Foundation to tank IS-- Foundation to absorption J ft. Separation of Pits ft. Conforms as per Plot Plan „T Y N Engineer Report and As-Built _.Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S s- - us: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc -Thu rs d c 1 IDc Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart. ' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:64) ll) NAME: x&11__ PERMIT ##: / LOCATION: / a Ccs c .- ( ,:/> _ INSPECT ON: TYPE OF STRUCTURE: F Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1/ 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test 1 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/Co mercial Check Tyvek or Similar Exterior Sealant WI Mx,, Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated seaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 t. )L_sdae, 3 \ A 1 Rough Plumbing I Insulation Inspection Re ort / Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: C am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: CIA—) L L. NAME: K1 PERMIT #: I --Jh LOCATION: /0 CciiQ , INSPECT ON: TYPE OF STRUCTURE: sr n Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet i change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces -- - Combustion Air Supply for Furnace Duct work sealed properly/No duct tape J `"� COMMENTS: l Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 FramingPi( n / Firestopping Inspection Report (-1(- `,_ /--s-- Office 3Office No. (518) 761-8256 Date Inspection request received: ?-.a--/ Queensbury Building &Code Enforcement Arrive: _am/pm Depart: • m/pm . 1 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ..k-; C� , NAME:�„�_ 1. - 'L7) CG' PERMIT 0: / )--- ) b;, c � LOCATION: I __-. , L.i :� INSPECT ON: I'7.- --/, TYPE OF STRUCTURE: .S /- n 1P 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 1 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes l 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 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 %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 L:\Buildiing&Codes Forms-0LD\Buildin9&CodesUnspection Fomts'Framing Firestopping Inspection Report.doc Revised January 7,2008 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Lo —S IA Queensbury Building&Code Enforcement Arrive: am/pm Depart. . am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: C rrazit(' PERMIT#: I tv,& LOCATION: / 0 a ctiAleia.., INSPECT ON: to—X —/4 TYPE OF STRUCTURE: S {� Comment Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Under Slab PVC Casty 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 to Foundation Inspection Report Office No.(518)7614256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: , NAME: L.�IN1�� PERMIT#: 201 — [ -2- LOCATION: (0 /�-Sy t- �fZ INSPECT ON: Co ct['�... 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 / 1 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 4 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 fv\v i-N d eck .,--.1 (..Q6a4:1A, %-.4, Foundation Inspection Report ti - , Office No. (518)761-8256 Date Inspection request received: L9" I I a Queensbury Building&Code Enforcement Arrive: am/pm Depart:3_ am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (.. NAME: C`__J&' PERMIT#: /(,-/!n a LOCATION: /r 0 at a, in\ 1)4 INSPECT ON: (o --A-1_!,. TYPE OF STRUCTURE: S-F 6 Con mento 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 it 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 7� C/ ./kBackfill Approval PlumbingJ1( Under Slab PVC/Cast/Copper 2 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 rr►`�a� g (jQrL's) Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Dep ; , pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:/' C NAME: a i ' PERMIT#: LOCATION: /Dt04‘,-% INSPECT ON: TYPE OF STRUCTURE: F 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. V( Foundation/Wallpour /*/ Reinforcement in Place �AeS Footing Dowels or Keyway inplace f ' Foundation Dampproofmg Foundation Waterproofmg 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\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM --(hu.rzd2t I - 3 ( i Foundation Inspection Report Office No.(518)7614256 Date Inspection request received: 5 — ) Li a Queensbury Building&Code Enforcement Arrive: am/pm Depart:/z? •c-_am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:( iLt ) /NAME: (:: a I °L. 'C. PERMIT#: LOCATION: 1 0 C at 4'I tin INSPECT ON: S a y�� 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 /1 --- 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. 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