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2004-411 TOWN OF QUEENSBURY FILE COPY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Pen-nit Number. P20040411 Date Issued: Wednesday, December 28, 2005 This is to certify that work requested to be done as shown by Permit Number P20040411 has been completed. Tax Map Number. 523400-309-014-0001-065-000-0000 Location: 12 RYAN Ave Owner. SCOTT & DIANE CARPENTER Applicant: LESLIE TUCKER This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, 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. BLDG.PERMIT NO. 2004-411 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 12 Ryan Avenue (Leatie Tuctzut) for the following uses: Sri.ngze Foinizy WeZUng S e t'emb eft 13, 2005 DATE SIGNATURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby (i�JAPPROVED ( )DISAPPROVED with the following conditions: Ce4tL6icate o6 occupancy to be "sued upon appnovaz o� attea vakianee (zoo doze to 1�nopzt pxopytzy tine) TEMPORARY CERTIFICATE OF OCCUPAN : 001 D 100.00 received on _,GpztanbUt 75, 2005 Date of Issuance Director of Bldg. & Code Enforcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES G0 DAYS FROM-THE DATE OF ISSUANCE. NOTE: This Certificate is NOT. VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. ' --r TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040411 Application Number: A20040411 Tax Map No: 523400-309-014-0001-065-000-0000 Permission is hereby granted to: I,F,ST,TF,TTT'KF,R' For property located at: '12 RYAN Ave 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. Tyne of Construction Value Owner Address: LESLIE TUCKER 6 MURRAY Bch Garage-2 Cars Attached Single Family Dwelling $120,000.00 QUEENSBURY,NY 12804-0000 Total Value $120;000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-411 1120;SQ FT SINGLE FAMILY DWELLING $176.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, June 24, 2005 (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 f Quee s rsday, June 24, 2004 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application. Town of Queensbuty—Dept of Community Development,742 Bay Road,Queeasbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit Filq No. No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Rec.Fee Paid application must be completed and must appear on the Reviewed B application form &-1 11, r�Tyr` 7-- lL��-- Own= frr L� �� Applicant: �'S /� tge%�� ,�� r Address: r Address:��c�'�� - l � �df�/� ,.tL� c - d / (� },�- � Phone# Phone# ( ) I - 7� WX - 7F3 y 74� - ?S� Property Location: Lot Nun er`. / House Number Subdivision Name:_ &� Tax Map Number: J-p-P• fq" . + �0000 .tea New Building: residence commercial 'Estimated Market Value of Construction: $ o Addition: resi ence/ commercial If an Addition,what will use of new addition be? o Alteration: residence/ commercial O No change to exterior size: res'den o/cc& O Other work(describe ��- Check OccnpancyInformation 1119Floor 2° Floor Other floor Total Below sq.ft. sq.ft, sq.ft. Square Feet cSingle family dwelling �./ U -'�•~ "�"`- ` " Two family dwelling o Townhouse O Multifamily dwelling #of units v Office o Mercantile _ o Manufactutin o I oar detached garage e -2 car detached garage 03 car detached garage/ a I oar attached garage 0 2_car attached garage . .C� O 3 car attached garage o Storage building- commercial o Storage building- residential o Other What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? hV0 Type of Heating System: electric 1 oil / wood / orced hot air baseboard/other: Number of.Flrenl ces to be installed t) Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building nodes:._ - - Name JAddress Phone Number, Builder �Nuyy., Aile. - 6,F Plumber les h c Z921'.V2P-G1 Mason +- s ce ✓ es d 7,?r2-- Electrician c Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this 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 Code,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 AT Built Survey by a licensed surveyor,drawn to scale,showing actual location of all new onstructio Signature: owner,owner's agent,architect,contractor Project Name: t'06!i Ce 4- BP# 04—L n P Address: ✓fig �J�.cUS (,�`� iv` 12To Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ... ®yes ❑ ❑ 2. EnergyForm or CheckMate Energy Code Compliance Forms Complete.. P yes ❑no ❑n/a (2 copies) 3. Energyo ectoes Report from CheckMate Code Ins F F Program..... ...... ... .• .�yes ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)............... ... ... ... yes ❑no ❑n/a 5. Solid Fuel Burning or Comas Appliance Form... ...... ]yes 6. Electrical Inspection Form... ...... ... ... ...... ......... .................. ... ..... yes Ono ❑n/a 7. Two(2) complete sets of structural drawings........... ... ......... ...... ... .... [(yes Ono ❑n/a a) floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule t 8. Two(2)site plans showing location of the structure to be built,...... ... ... Myes:,,,.❑no ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure... ...... ... ... ...... ...... ... .. Wyes Ono ❑n/a 10. Setbacks to neighboring wells and septic systems,including onsite well... . JXyes Ono ❑n/a and septic systems (if applicable) 11. Driveway Permit... ......... ... Nyes ❑ o ❑ a G _ Date: �c Q Staff Initial: L.\SueHemingway\Bading.Pernut_FORMS\Generic Checklist.doc January 28,200 � Zoo Check Residential Plan Review: One&Two Family Dwellings Y/N/ A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf / 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq.ft. % Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise f, Spiral Not Allowed From 2n Story Smoke Detectors Battery Backup and Proper Location Bathroom 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. Safety Glazing Notes For Required Areas GarageTire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed I,. 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: l:�t�`rn> �f2NJrf� File Permit No. nq-41 Tax Map No. / 1 / ✓� i gerd e-#i f'b,`a�'��� � Fee Paid j Owner's Name:�1°S i 6�ec/eJ� lac L�!� i............... .......... ....................................... Address: I® `dc1/✓aAle- /at� 2. INSTALLER'S NAME : *k),a �lil \S 13:01�i PHONE NO&ti) 71�- 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 gandrm = 991-present ,` x /110 gal/bdrm = 33 c Garbage Grinder Installed yes— / no ✓ Spa or Hot Tub Installed yes ./ no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) T-an,ography S 'l Nature Ground Water Bedrock or Impervious Material Domestic Water Su l Fat at what depth at what depth municipal Rolling $an_T-,, am feet feet we Steep slope clay if well; water supply slope other fromy an septic-system J��� �. depth: - - absorpti ~ — -- other Percolation Test: (To be completed by licensed professional engineer architect) �! Rate: minute per inch See Q#rc(_A eG eivq,. d,,-c�'t c� S 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: /OG® gallon(min, size 1,000gal) Tile Field: each trenches ft. Total System Length: ISO fl. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness_�_feet Bed System Size: -?_6 x 56 Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: 1 Size-of each: gaiions /'TOTAL Capacity:..- gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. 4i2gaLnature o 'esponsible person Date / � 1 5ctiv(:f :ff:d 5c Will;c= i)i jia�stl t:lui>>trf'. ,' , ��y�rc:iictix t: -• i • A'1�.�;t)IL���'t'lt)�`L Ii,11�1�I:� . i RIt�1'�lL11,'t'1�)1N ttI��Zt,tt ItI��l I��[�1'1': .— 7 ' !i�S1 PON O , n ra u•�y.f WELLiN t�1►sr•R- � ••- • 11ou sr+ Q �� & � fir' �• � . t ` ✓ • SC i't lG ` M jµy„c�tic.1! F�IRLA MIN rwND n 7. SIQN4TUPZ &INFORMA'Y'1,t�'�pQ� aku�N>xsir� � - Request for release ®f Deposit �z TO: Comptroller's Office /I FROM: Dept. of Community Development ZZ Building and Code Enforcement RE: -Release D sit Temporary Certificate of Occupancy $100.00 Temporary Sign Permit 50.00 DATE: Our records indicate that VIZ Permanent Certific Occupancy has been issued on '- Building Pe o. 00D4- The applican co iEd-tv-bu%lding oning codes. Temporary Sign has been removed. Sign Permit No. The time frame for placement of this temporary sign has expired. The above entitles the applicant to a refund. Please send refund to: P�S ) Verified by employee with copy of receipt attached '� MaA_U' yn K ba, xecuti.ve Di&ecton Dept.. o4 Community fDeveeopment ueensbu Building & Code Enforcement - Q ry g Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart: &m/pm Date Inspection request received: Inspector's Initials: a tm - NAME: PERMIT#: 0 LOCATION: _ DATE: TYPE OF STRUCTU _ _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Com lete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell'at 34 in. or more Guard at deck, orches 36 in. or more Exterior Finish Complete , Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft.Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator.18"above grade -- Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: i Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s .ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C 10 Temporary/Permanent L:\PamW\Building&CodesUnspection FormslRes• Final Inso. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: " 4 � NAME: LOCATION: l PERMIT#: r QQL4 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the surve has b ,-Craig B6A, Zoning Administrator Notes: IV L:\.SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doe Queensbu - Building & Code Enforcement - Residential Final-Inspection rY g p Office No.(518)761-8256 Arrive: am/pm Depart:--4-�- Date Inspection request received: l qbNo Inspector's Initials: A NAME: U PERMIT#: 6 LOCATION: DATE 9 _ TYPE OF STRUCTURE: Comments Y N N/ Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios C9 Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18" above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler ��� Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety Blazing/Windo in stairwells safety glazig Interior SmokeV—e Every level: Bedr m: Outside every bedroInter Connected: attery backup: Carbon Monoxide Detector _ Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade 117 Basement stairs closed.rise>4 inches Garage Floor Pitched Garage fireproofing/3/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in,x 30 in.(ht,)In accessible area Crawl Spaces I8"x 24"access, 1 s . f1.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance re uired Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&CodesUnspection Forms\Res. Final Insn. form 2.docLast printed 2/12/04 T Framing / Firestopping Inspection Report r' Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p pepart: am/pm / 742 Bay Road, Queensbury,NY 12804 Inspector's Initials [j NAME: PAI PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: r-amiri Y /A COMMENTS Taming %Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation, 1, 2, 3 hour re wall 2, 3, 4 hour °k irestoppmg�'.�') 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) .0 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\S"ueHeming'way\I3uilding.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 ® 1 -� �✓/ � Rough Plumbing / Insulation Inspection Repdjrt Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ epart. /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: r / PERMIT #: LOCATION: INSPECT ON: 0- TYPE OF STRUCTURE: Y Z N N/A ,A 66 11 Plumbin / 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/ Header 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping �J Air / Head �_50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 I Septic Inspection Report Office No. (518) 761-8256 Date,Inspection re ce' e Queensbury Building&Code Enforcement Arrive: art: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: CJ PE IT NO.: LOCATION: ECT ON: RECHECK: Comma/sand1o"r dia ram Soil T : Sand/_ Clay D FTRe of unici a ell Water Waterline se ar ' tance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length LIU. ft. Length of each trench ° 44 ft. _Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank t Tank to Distribution Box _ LSD Distribution Box to Field/Pit no •— Opening Sealed: Y/N/Partial Location/Separations Foundation to tank 60 ft. Foundation to absorption• Separation of Pits Conforms as per Plot Plan / Y N Location of System on Property: \� Front Rear Lef. Sizle fight Side Middle Front/ 'ddle Rear System Use Status: N— �V / Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection equ st re the . Queensbury Building& Code Enforcement Arrive: arn/ m D art: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Init al NAME: J F' PERMIT#: LOCATION: INSPECT ON: -Q TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging �^ v Joist hangers Jack Posts/Main Beamsr, Q Exterior sheeting nailed properly I 12" O.C. Headroom 6 ft. 8 in. -- Stairwells 36 in. or more �1; 1 AC Headroom 6 ft. 8 in. �^) Notches/Holes/Bearing Walls CJ Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow 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 t_:\SueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 t Septic Inspection Report Office No. (518) 761-8256 Date Inspection re r eiv d Queensbury Building& Code Enforcement Arrive: m/pm e rt: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia � NAME: P IT NO.: OD "411 ` .11-00 LOCATION: ECT ON: DI ! CJ RECHECK: rVComments and/or diagram Soil Type: h oam lay Type of Wate : Munic� Well Water Waterline separ n distance ft, Well separation distance ft. Other wells: ft-, Absorption Field: Total length Length of each trenchQ�r .-Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank VA11 Tank to Distribution Box V 11 C ' Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations � \ Foundation to tank ft. 1 Foundation to absorption ft Separation of Pits Conforms as per Plot Plan -Y=NLN Location of System on Property: Front Rear Left Side Right Side j Middle Fro fidd:eRear I _System Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.[nspection.FORMS\Septic Inspection Report.doc January 28,2003 VISION ENGINEERING AND CONSTRUCTION, LLC 10 Kimberly Lane Phone:(518)792-9264 Queensbury, NY 12804 Cell: (518) 361-2618 October 14, 2004 To: Ken Tucker RE: Percolation test for property located on Ryan Avenue Town of Queensbury:Bui6dg Permit,#t2t-00 �1 I am pleased to submit the following percolation test results for the above referenced,project. Percolation Test Results: Location Percolation Rate Trench#1 1 min. 5 sec. per inch Please do not hesitate to call if you have--any questions or if you require additional information -or services.Thank you. Sincerely, Daniel W. Ryan, P.E. cc: Town of Queensbury �pF NSiv �\EL W. R y y0 0 !` w m w c� A ti° 0 9 R0FES S I SNP Professional Seal Foundation Inspection Report Office No. (518) 761-$256 Date Inspection re est r ceiv d _ Queensbury Building&Code Enforcement Arrive: vpm Depart: s`� am/�p' � 742 Bay Rd., Queensbury,:NY 12804 Inspector's Initi s �� NAME: _ _�� I IT#: nq— zlll LOCATION: _ SPECT ON: — - _ TYPE OF STRUCTURE: S Comments es--- Z. -- er 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 pu_pr ose on site. Foundation/Wallpotrr Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation"Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suel-lemingway\Building.Codes.Inspection.FORMS\foundation Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518)761-82.56 Date Inspection re est r ive b © b i - Queensbury Building&.Code Enforcement Arrive: nvpm Dep rt: - p arm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: i ,ZMIT#: v� LOCATION: iSPECT ON: TYPE OF STRUCTURE: 5 ED 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 pu.Tose on site. _ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Cropper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHmningway\Building.Codes.Inspection.FURMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-$2.56 Date Inspection re es re eiv d: 3 ' Queensbury Building&Code Enforcement Arrive: a vp Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: i� ram(- Psl _RMIT#: Z LOCATION: _ _ TSPECT ON: YIN `^ 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._ oundation/Wallpour (\ ) Reinforcement in Place oundation Dampproofing Foundation/Watel proofing 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 �-pY Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucllcmingway\Building.Codes.Inspection.PORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Q Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&.Code Enforcement Arrive: anvpr0 „ / Depart:d am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials; y/�'` NAME: _ —&K _ PERMIT#: D � LOCATION: _ _ 6'�� .1 G- _ INSPECT ON: _ ( 10q _ TYPE, OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place 'o The contractor is responsible or providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pu.Tose on site. _ T Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucI-]emingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc .January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 5 0 0C a, Queensbury Building&Code Enforcement Arrive: am/p Depart: 3 s am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 0 LOCATION: INSPECT ON: 6 -Ml U TYPE OF STRUCTU Comments Y N N/A Footings Piers � lV� 0 Monolithic Slab Reinforcement in Place 2 The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. _ Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHenungway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 -Rough Plumbing ` Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p e rt: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _l NAME: PERMIT #: LOCATION: a INSPECT ON: TYPE OF STRUCTURE: Rough Plumbing / Nail Plates Y N N/A 9-Q 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 .S.I for 15 minutes sulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If re uired-G_nheated spaces ustion Air/Supply for Furnace cj, Duct work sea d properly / No duct tape COMMENTS � 6r- �,�A4 1��1 2 ./m LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection p Office No. (518) 761-8256 Date Inspection request received: 5 Queensbury Building & Code Enforcement Arrive: am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: k�-,,l .T�c� PERMIT #: 411 LOCATION: la INSPECT ON: s% (a TYPE OF STRUCTURE: Y N N/A Rout h;Plumbin / Nail Plates .-Piumbin Vent / Vents in Place 1/2 inch minimum Drain Size pt-4-�S /Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction ressure Test Drain Vent Air Hea 5 . o 0 ft. above highest connection for 15 minutes Pr ssure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent ', A Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Fir estopping Inspection Deport V Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ �epart.- am/pm hs�742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: M—N �u� PERMIT#: cqffDL- —41 LOCATION: vim+, Av INSPECT ON: s TYPE OF STRUCTURE: Y N N/A __ -- COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. �J Stairwells 36 in. or more ft �U�!/� /��,,��(K — a Headroom 6 . 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 snow shield 24 inches from wall Fire separation l; 2, 3 hour ire wall 2, 3, 4 hour 441 _ "Firestopping �� LC� Penetration sealed 16 inch insulation in cavity min. L Garage Fire Separation I N S��LL 5-J O P A(�61 f C— 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 LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 i N �f N m N REFER TO DING. FOR LUMBER AND PLATES NOT SHOWN.LIS r� w m . ° THIS REPAIR IS BASED ON INFORMATION RECEIVED FROM THE TRUSS FABRICATOR.TRUSS MUST BE IN ORIGINAL U14DEFLECTED POSITION PRIOR TO CARRYING a OUT REPAIR SPECS.PROVIDE TEMPORARY SUPPORT-TO TRUSS, APPLY ALL NAILS TO AVOID pAM&GING OF LUMBER AND LOOSENING OF PLATES AT JOINTS. C9 m o Q. REPAIR PROBLEM; d J OBLO52T1179 REQUIRES FIELD ALTERATION TO ACCOMMODATE USE AS ASTRUCRJRAL CLEAR SPAN TRUSS. Lu F- REPAIR SOLUTION: F- 1)REMOVE ENOUGH OF TWO EX18TING WEBS TOALLOW FORTHE INSERTION OF NEW WEBS. �- a 2+IIjSERT NEW 2K4 02 SPF WEEIS it.)AND 5EcURE TO BOTH-EA�•!a CDX PLMIOOD GUSSETS,IN SITES SHOWN;WITH)?)ROWS OF Sd COMMON IJA1LS AT 3-D" a- O.G.,PER ROW,STAGGERED THROUGHOUT ALL CO RED MEGIBERS. . 3)REMAINDER OF ALL CONRECTOR PLATES MUST BE INTACT AND FULLY EMBEDDED. p 4)NEW WEBB MUST HAVE COMPLETE WOOD TO WOOD'CONTACT WITH EXISTING•MEMBERS. N o (')NOTE NEW SUPPORT LOCATION. W F— cz r F�ss0tat�` - X. ti: �` �� • %l% y',� .dam— \ \ ,�_ 'i` _~ •f lam/ � .7r--,J-� ` . + ktZ[29 ^Il UIIL7D L LL f ..Ntc 00 co � .r, SL053Y'5199 E in ID V# J atvok20Q5 STOCK 4170 GROUND_2D05 Robbins Enginesring,. .2ne. Onlitte Plueg AA .fotr �rr7c tt-, Quen TyVe, Span PL-HL LBEC OH Right DH S7ugleDrmving N N: 'slock2oos Z052GY I TR 2000DD 5 1- D- 0 1- ,0•- 0 7Yt5011b50. • �p N Q RiOEtGi57 Fn�EEAM1;c,l7:.fQdJiC6 PkL"'01668-Zb75YBri;oM1 776 A09 Find40faii(q pff Pd pB 9JL12(K75 D:f1:RG RlA Pap31._ - - Q May 21, 2004 �J �ll 1 To: Ken Tucker RE: Percolation Test for property located on Ryan Avenue I am pleased to submitthe following percolation test results for the above referenced project. The rate indicated requires that a modified soil system be installed since the rate is below the Department of Health minimum of one minute per inch. I have enclosed information for this type of system for your convenience. Percolation Test Results: Location Percolation Rate PT#1 39 sec./in. Please do not hesitate to call if you have any questions or if you require additional information or services. Thank you. , - Sincerely, Daniel W. an, P.E. OF Ne�v Ah L c� �k w w 0 ROFES S 10,0 PROFESSIONAL SEAL TABLE 5 REQUIRED LENGTH OF ABSORPTION TRENCH (based upon 2 ft. wide trench) Flow Rate (Gals/Day) Percolation Rate 2 bedrooms 3 bedrooms 4 bedrooms 5 bedrooms 6 bedrooms Min./Inch - 2201 260 300 p 330� 390 450 f 44 � 520 600 5 vv� 650 750 660 ' 780 900 1 1 - 5 92 108 125 13- u 162 187 1"$4 216 250 "236 ` 270 312 275 325 374 6 - 7 110 � 130 150 165 195 225 220 260 300 275 325 375 330 390 450 n� 8 - 10 123 145 167 184 217 - 250 245 290 333 306 360 417 367 433 500 CD 11 - 15 138 162 188 207 244 281 275 325 375 344 406 469 413 488 563 0 16 - 20 158 186 214 236 279 321 315 372 429 393 464 536 472 557 643 21 - 30 184 217 250 275 325 375 367 433 500 459 542 625 550 650 750 31 - 45 220 260 300 330 390 450 440 520 600 550 650 750 660 780 900 46 - 60 245 290 333 367 4433 500 489 578 ..667 612 722 833 734 867 1000* Dosing Not Required Dosing or Alternate Design Required *Greater than 1,000 ft. of trench requires Alternate Dosing i' (b) Separation Requirements: TABLE 2 SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS To Stream, Lake, Well or watercourse (b), Property System Components Suction Line or Wetland Dwelling Line House sewer 25' if cast iron 25' 3r 10' (watertight joints) pipe, 50' otherwise - CONTOUR LINES (2'INTERVALS) PROPERTY LINE Septic tank 50' 50' 10' 10' _ — 1S'MIN. MEAN RICH WATER MARK Effluent line to STREAM distribution box 50' 50' 10' 10' PO!+n Distribution box 100' vreLl 100' 20' 10' 100•MIN. 1 -- Absorption field 100' (a) 100' 20' 10' 1 1 100'MIN. 100'MIN. Seepage pit 150' (a) 100' 20' 10' P Dry well (roof and % DRY WELL footing) ' 50' 25' 20' 10' Raised or Mound system .(c) 100' (a) 100' 20' 10' 10'MIN 1 1 J 1 HOUSE ARAGE Evapotranspiration- 1 20'MIN. absorption system (c) 100' (a) 50' 20' Composter 50' 50' 20' 10' I 1 1 SEPTIC TANK NOTES: 1 DI RleunoN I 1 1 1 ' Box ; 1 1 1 1 DRIVEWAY (a) When sewage treatment systems are located in coarse gravel or upgrade -'' � �oi EXPANSION 1 1 and in the general'path of drainage,to a well, the closest part of the treatment 10 1111N 850RPTION system shall be at least,200,feet away from, the well. FIELq j i. (b) Mean high water mark. •- -- -- -- -• (c) For all systems involving the placement of fill-material, separation STREET distances are measured from the toe of slope of the fill. FIGURE I ABSORPTION FIELD SEPARATION REQUIREMENTS 7 6 t. r; r ABSORPTION TRENCH 6 'MIN. SEE TYP.- DETAIL 2'-0" MIN. EXCAVATE EXISTING SOILS PRIOR TO REPLACEMENT. CAREFULLY SELECT FILL MATERIAL. WELL GRADED LOAMY SAND OR WELL GRADED LOAMY SAND GRAVELS CONTAINING A MINIMUM OF 10% SILTS OR CLAYS: NO ORGANIC MATERIALS AND NO SOLID OBJECTS LARGER THAN THREE INCHES IN DIAMETER. VERIFY IN PLACE PERCOLATION. RATE BETWEEN 1 TO 5 MINUTES. COMPACT SOIL IN 6 INCH LIFTS. MODIFIED SOIL SYSTEM DETAIL SEE TYPICAL ABSORPTION TRENCH DETAILS FOR NOT TO SCALE INFORMATION NOT SHOWN 2'-0" 4'-0" 2'-0" 15% MAXIMUM CROSS SLOPE ON SLOPED SITES OVERFILL TO ALLOW FOR SETTELMENT N EARTH UNTREATED BUILDING PAPER, FILL OR GEOTEXTILE. a t0 4" PERFORATED 2" IN• LATERAL z c9000 N io o DoCo C-00 C) - L--i- 3/4" TO 1 1/2" z CRUSHED STONE 6'-0" cq N MAXIMUM SEASONAL HIGH GROUNDWATER ELEVATION STANDARD ABSORPTION TRENCH SECTION NOT TO SCALE BARRIER MATERIAL 18" MAX. I IIII, Illliiii 2" MIN. 0-00 Op SLOPE 6" MIN. o�0 00 g8o o� W( �PSOcS 4" PERFORATED PVC LATERAL, SLOPE 1/16"-1/32" PER FT. NOTES: 1. END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. STANDARD ABSORPTION TRENCH PROFILE NOT TO SCALE (iii) After excavation, a six inch layer of aggregate is placed across TABLE 6 the bottom of the bed. SEEPAGE PITS-REQUIRED ABSORPTIVE AREA(IN SQUARE FEET) FOR HOUSEHOLD SYSTEMS (iv) The laterals are laid level on the aggregate and covered with G?D IOZ>? 7 220 .3sdo aggregate to a level two inches above the top of the pipe. PERCOLATION SEWAGE (v) The entire bed area is Covered with a permeable geotextile. RATE APPLICATION 3D0 GPD 450 GPD 600 GPD 750 GPD 900 GPD Untreated building paper or a four inch layer of loose hay or straw MIN/IN GPD/SO.FT 2 BR 3 BR 4 BR 5 BR B BR may be substituted if a permeable geotextile is unavailable. 1-5 1.20 250 375 Soo 625 750 6-7 1.00 300._ 450 Soo _ 750 900 (h) Seepage Pits. (1) General. A seepage pit, sometimes called a leaching 8-10 0.90 333 500 667 833 1.000 pit, leaching pool, or incorrectly a cesspool, is a covered pit with an open-jointed or perforated lining through which septic tank effluent seeps i1-ts - 37s - 563 75o s39 t.t25 into the surrounding soil. 16-20 0.70 429 643 857 1.071 1.286 21-30 0.60 500 750 1.000 1.250 1,500 (2).Site Requirements. (i) If soil and site conditions are adequate for 31AS 0.50 600 900 1.200 1,500 1.800 absorption trenches, seepage pits shall not be used. 4s-60 0.45 667 1.000 1,333 1,667 2,000 (ii) A minimum three foot vertical separation must exist between OVER 60 UNSUITABLE......USE SPECIAL DESIGN the bottom of any pit and the high groundwater level, bedrock, or other impervious layer. 7o wa 6� � _ 5 �. z 183 2-?5 167 (3) Design Criteria. (i) The_required "effective seepage pit area" is a°Co-%5�`-q obtained from Tables 6 and 7. TABLE 7 SEEPAGE PITS(CYLINDRICAL)-DIMENSIONS FOR REQUIRED ABSORPTIVE AREA (ii) No allowance for infiltration area is made for the bottom area (IN SQUARE FEET) of a pit or the surface area of impervious soil layers (percolation rate slower than 60 minutes/inch). (iii) The effective diameter of a pit includes the diameter of the DIAMETER OF EFFECTIVE STRATA DEPTH BELOW FLOW LINE(BELOW INLET) lining plus the added diameter provided by the annular ring of SEEPAGE PIT aggregate. Any area surrounding the liner with rock smaller than 2 (FEET) 1/2 inches In size shall not be included as part of the effective I FOOT 2 FEET 3 FEET 4 FEET 5 FEET 16 FEET 7 FEET 18 FEET 9 FEET 10 FEET diameter. 3 9.4 19 28 38 47 57 66 75 85 94 (iv) Effective depth is measured from the invert of the seepage 4 12.6 25 38 50 63 75 88 101 113 126 pit inlet to the floor of the pit, with the thickness of impervious layers 5 15.7 31 47 63 79 94 110 126 141 157 deducted. 6 18.8 38 57 75 94, 11J 132 151 170 188 7 22.0 44 66 88 110 132 154 176 198 220 TABLE 6 8 25.1 60 75 101 126 151 176 201 226 251 L10 57 85 113 141 170 198 226 254 283 SEEPAGE PITS-REQUIRED ABSORPTIVE AREA 63 94 126 157 188 220 2t1283 314 69 104 138 173 207 242 2(IN SQUARE FEET)FOR HOUSEHOLD SYSTEMS 75 113 151 188 226 264 39 377 TABLE 7 Absorptive Area for Cylinder —a Dh Absorptive Area for Rectangle—(2W+2L)h SEEPAGE PITS(CYLINDRICAL)-DIMENSIONS FOR h-effective depth(Invert of Intel to bottom of seepage pit) D-outside diameter In ft. REQUIRED ABSORPTIVE AREA(IN SQUARE FEET) W-outside width in R. L-outside length in ft. s-3.14 23 22 (v) Linings may be precast concrete, cast-in-place concrete, or built in place with unmortared hollow cinder or concrete blocks. Concrete shall have a minimum compressive strength of 2,500 psi and 3,000 psi is recommended. Material with comparable structural strength, determined in accordance with commonly accepted sewage construction standards, principles or practices, may be allowed on an =• individual basis to prevent unreasonable hardship, provided public - health is not prejudiced. (vi) The separation between the outside edges of seepage pits shall i' — be three times the effective diameter of the largest pit. This separation is measured as the undisturbed soil between pit excavations. (vii) Pits shall be designed with sufficient structural stability to _ withstand lateral soil forces as well as vertical loads. (4) Construction. (i) Laterals leading to each seepage pit must be at least four inches in diameter with a minimum slope of 1/8 inch per foot. (ii) Seepage pits shall not be connected in series. A distribution box shall be required where more than one seepage pit is installed. (iii) The pit excavation is to be raked to minimize sidewall smearing that may occur and reduce infiltration capacity. If groundwater is encountered, the pit shall be backfilled with the original soil to a level at least three feet higher than maximum groundwater and adjustments made in the pit dimensions. (iv) The linings are placed upon a-concrete block, poured concrete, or precast footing and surrounded by a six inch minimum annular ring - of large aggregate (2 1/2 - 4 inches in size). (v) The rock is covered to prevent soil from filling the void spaces. Building paper, a four inch thick layer of hay or straw may be used. (vi) The seepage pit cover shall be structurally sound and capable of supporting 300 pounds per square foot at the weakest point. Covers may be precast concrete or cast-in-place and shall be reinforced. A manhole with an opening of at least 20 inches in the shortest dimension shall be provided. 75-A.9 Alternative Systems. (a) General Information. (1) Alternative systems described in this subsection must be designed and submitted by a design professional. The design professional shall certify to the local health department that the site/soil evaluation and the plans meet the minimum requirements of these standards. Construction. must be supervised by the design professional, and certification of construction in conformance with the approved plans shall be provided by the design professional to the local health department. Any of these .............. requirements may be waived by a local health department which provides that particular service(s). - - 24 REScbeck-Web /./ ` Gf /l Page I of I :<.:. I p : Re estero(optio nal)y is rg�'cl members can save and recall project Ion. Registration is simple and free. E >� Sign Ifs or register. 3 bdrrn. 2 bath ranch Code: New York » Why should I register? .......................................... Prv�e & E�roveia�pe Reports . I Ptlrlt..: i Help Row dtt t�t�plicate' 5-. Mope U : Mave Down rDelete" Add: Cavity Continu ___�d4ACP37L1�Ild C`rn���,►..r_6a� � •�...�.Y.. a.. .. Cavity Continuous I ' Assembly Gross Area R-Value R-Value U-Fact=<=; Ceiling: Flat or Scissor Truss 1120 ft2 0.0 38.0 Wall: Wood Frame, 24" o.c. 1088 ft2 0.0 21.0 f Door: Solid 35 ft2 0 550 Door: Glass 36 ft2 0.470 Window: Vinyl Frame, Double Pane 178 ft2 0470 Basement: Masonry Block w/ Empty Cells 680 ft2 0.0 11.0 Floor: Ail-Wood Joist/Truss over Uncond. Space 1120 ft2 0.0 30.0 Y433 4<$ INE r>i r Fusses 4.2 % Better Than Corse Max UA: 312.0 Your UA: 299.0 � r.:cti:i..—...wb.........F::>.:tja:.-.--�.:..v.:.--cr...,.......vv-.-,a........�..�..-,..ur..x-v.'b��.>.v-......v�.:i.. ...,-.�„-,.-�..,-,-„-..--„'-..-..-,..-,-...-.,...—.T-^-c-a�..,.,:+w•.>:� RESCheck-Web Page 1 of 1 r Register (optional) is r 'd members can save and recall project ES k V, r V'®r' ion. Registration is simple and free. .. .... inn-ir.or register. 3 bdrm. 2 bath ranch'--Code: New York >> Why should I register? Bras} 1 as elnia Mechanical `�Fteports i ��pnnt Row ;Duplicate ' Move Up ( Maye sown Delete _ € Add: ; Heating Cooling Minimum �e4/'.l'%IL7�71�n --- -�� -"ea. 'ate-.---^'•-r-,...: Heating Cooling Minimum Equipment Efficiency Efficiency Efficiency i Furnace: Forced Hot Air(Non-Electric) 92.0 AFUE 78.0 AFUE f< r�-4J s> ............. AR 05, k SAC4 ... ......... ................................................... Passes 4.2 /o Better Than Code Max UA: 312.0 Your ZIA: 299.0 Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release lb Data filename: C:\Program Files\Check\REScheck\Tucker Construction.rck TITLE:Tucker Home CITY: Glens Falls STATE:New York HDD:7635 CONSTRUCTION TYPE: Single Family DATE: 06/07/04 DATE OF PLANS: 6/4/2004 PROJECT INFORMATION: Ken Tucker Lot 65 Ryan Avenue Queensbury,New York COMPANY INFORMATION: Tucker Construction COMPLIANCE:Passes Maximum UA=306 Your Home UA=289 5.6%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 1120 38.0 0.0 34 Wall 1:Wood Frame,24" o .c. 1088 21.0 0.0 47 Window 1:Vinyl Frame:Double Pane 178 0.470 84 Door 1: Solid 35 0.550 19 Door 2: Glass 36 0.470 17 Basement Wall 1:Masonry Block with Empty Cells 680 0.0 11.0 51 Wall height:7.0' Depth below grade: 5.5' Insulation depth: 5.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1120 30.0 0.0 37 Furnace 1:Forced Hot Air, 92 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in RES checkVersion 3.5 Release lb (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. Builder/Designer Date L REScheck Inspection Checklist 1995 MEC RES-checkSoftware Version 3.5 Release lb DATE: 06/07/04 TITLE:Tucker Home 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,24" o .c.,R-21.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1:Masonry Block with Empty Cells,7.0'ht/5.5'bg/5.0'insul, R-11.0 continuous insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane,U-factor: 0.470 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.550 Comments: [ ] 2. Door 2: Glass,U-factor: 0.470 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air, 92 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating d 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: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. 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 120 T or chilled fluids below 55 'F 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 Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types 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) 'l Job Site Address; I� `�;.� yfkfy, :,£ c°l r. j� Date: 04—111 1 Owner: . �} ���� ��-���-�! A�ewIcJn�V,-, ,1ciy,'',-..-Application No. File No. - 4/1 to WINDOW SCHEDULE ,.��Yy'K 1'F�����a��fC���FXCL?.Y�.xf:�.,�� �.'9ry�•:::T(r{-��{— �• �.'`� :.. `' .�..c.keS't� ::.r:..,.:v.._.:.... Window Window Mfg. Window Unit or .�iy} +�,t � rTQ �t1er• Cev Special Hardware or � �C 'eG.E��.E �, Number or Name Model Stock f5ga7 ° e gla�s�Yts�bi ESs1 "! ezlrig ©fi71gH�lght Instructions Letter on Or Type Number yt" ts�o rya i i' t r ¢ +� oscss���M1 EE � i' s r �Rches . y`Cal]Size LR-,,�4cfe+7E ' L Plan ° E rCy pCr ,y 5 RI CCEC� E CC E M1B9' Y M1 7 CeLL/ t �� . gpp . EECC� cAE - CE S{ nys< ,rn S cC ,�.. y: 7 � 7R.R }x s�s;.., ay p rEC7.� .. 1. ra3..ct 1 �f 1001 04v 352x ! � k q w l� Ito( zss /,G. . 2- n' 3t1 Z MIA �.�t. Al �Lt� 7 ,q �c � iv/ . � ' 3-5 � : > �; ,06 461 �r `1 O�,S3 �►�' �>r `'c` 7Z� D oo 'THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES , tr 24::,Y1 5 Tern eyed A Arider,S SY '�%MK�, F?a ygati6" Glazing yyr l •J1 ( G.1�S'Yki� 0 •.i�..a'4°n4; t :.i. r. .a ,F';' :ri x:.av-r:. xi .VL•. L:\SueHemingway\Building.Permit.FORMS\Window Schedule.doe Job Site Address, u�� r ';�% r` f.� �:, �: �...,` Date: f Owner: Zcs h--r 7�cA Application No. File No. �1 Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent Actual Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent f Opening for in Area Square Area Square Egress r Square Footage Footage Feet -1 r q , � /7,.". /�3� 17 J !9,3 3 ,"e /150._rj�;�.. ���A��'G,? w��C._ _+. ... IT L:\SueBemingway\Building.Pennit.FORMSW at.Light.V entil.Calculation.Sheet.doc MAP REFERENCE: MAP Of A SURVEY Of THE LANDS TO BE CONVEYED TO ROBERT RAM5EY BY7 "N B. VAN DU5EN DATED, OCTOBER 15. 1969 chi 0,,,E LANDS N/F OF N82°25 MERGADANTE 155.00 IPF a 0 4 96.86 ti O W O C--4 0 0 O M 15,497.79 sq. ft. o 0.36 acres cn �j 1 STORY w �„L•l o WOOD FRAMED q HOU5E O ` � z d0 Ze.az NO DRIVEWAY AT TIME OF SURVEY — 155.00 S82°25'011W IPf 3-1 10 LEGEND: IPFO= IRON PIPE FOUND LANDS N/F OF cO. = UTILITY POLE HERMANCE C. ST�L y scco W35 CAN Datei MAY 10, 2005 ai -WAM°PoTID WERARON OR ADDITION T°A SURVEY Scale 1'=20' u � A UCOMED LAND SURVEYORS MAi.IS A Map of a Survey made for N0tA110N OF SE07M 7M.SAI-M.MW Z OF THE & NEW MW STATE EDUCATION IAV S OILY%17sumHCOPIES CIVROM NNE CONMRED0:7HEL OF NNS SINVEY - YARI®WNH AN olacMNAE OF NNE LAND SURVEraRs � EE �AV� * KEN TUCKER 'Q7tHFIOANIONS MCAXD HEREON S QWY THAT ADOPTED NHIS SURVEY WAS PREPARED M DANCE wiN THE Land Surveyors COSTING IWEHEVERP' FOR LAM MAL DY 7FE NEl1 YORK STALE ASSOCIA7ICN OF PROFESSIOIIAL 7ND)E PERSON F SAD mom 7HEA 1QNSRVE SHALL RIM ONLY TO THE PERSON fOR Mf10N THE SURVEY IS PREPARED,AND ON M BEHALF TO THE JW COMPANY.OOVFANYENTAL 169 Haviland Road Queensbury, New York 12804 "°° A"°' N°"° IO"`A'm' °" A" Town of Queensbury, Warren County, New York ro nTE ASSIGNEES a>�LENOlIO D6RNUN10N.' TUCKER 01492 (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 040G8