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2003-037 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: P20030037 Date Issued: . Wednesday, July 16, 2003 :This-is::.to.certify-that wor-k-requested.to.be-done as.shown by--,Permit Number :.. `. P20030037 has been completed. Tax Map Number: 523400-290-000-0001-082-006-0000 Location: 27 STONEHURST Dr Owner: GREGORY & STACY RILEY Applicant: GREG & STACY RILEY This structure may be occupied as a: By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Director of Building&Code Enforcement -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: P20030037 Application Number: A20030037 Tax Map No: 523400-290-000-0001-082-006-0000 Permission is hereby granted to: C-YRF,C7& STACY RILF,Y For property located at: 27 STONEHURST 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: MAINE ENTERPRISES INC 32 TERRACE Ln Garage-2 Cars Attached Single Family Dwelling $140,000.00 QUEENSBURY,NY 12804-0000 Total Value $140,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency DAIGLE- PAUL L. COMMONWEALTH ELECTRICAL A 16 RESERVOIR DRIVE PO BOX 706 Oi JEF,NSBI JRY.NY HACYI JF,-NY Plans&Specifications 2003-037 LOT 55 HSE#27 STONEHURST DRIVE 2016 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $299.52 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,March 21,2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the own Que bty; F March 21,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury Department of Community Development,742 Bay Rd.,Queensbury,NY 12804 (518)761-825-6 A permit must be obtained before beginning construction. Permit No.: —03 No inspection will be made until applicant has received a Fee Paid: - valid building permit. Form must be completed. Rec.Fee Paid.-- Reviewed By: Applicant: ��l Owner: Address: `� �{�c �Ivir Drive, Address: 10 l: G14M L J�YI�1�r 0 e 12WL� � u✓ Phone#: rl�� �j�oco Phone#: Tax Map Number: 2 q o,oo- l - 62 • G, Subdivision Name: a � ��, p^ �- (if applicable) V� Lot Number: r1.*_ /House Number: �1 /Street Name, {Jyaeljors}- PCiVG OR Property Location: New Building Residential Commercial Estimated Market Value of Construction:' IT ❑ Addition: Residential/Commercial If an Addition,what will use of addition be? ❑ Alteration: Residential/Commercial o No change to Exterior size: Residential/Commercial ❑ .Other work: (describe ) RECEIVELJ Check Below Occupancy Info V floor sq,ft. 2'd floor sq.ft. Other floor sq.ft. Total S ZO D3 x Single Family Dwelling ` ��$ 2 O 1 Two Family Dwelling EENSBURY Townhouse SUILDIN " ND CODE Multifamily Dwelling #of units Office Mercantile Manufacturing 1 car detached garage 2 car detached garage 3 car detached garage 1 car attached garage 2 car attached garage 3 car attached garage Storage Bldg.,Comm i i Storage Bldg.,Res. o Other What is the proposed height of the structure: feet I inches Will any second-hand or ungraded lumber be used? If so,for what? tslA No. of Fireplaces to be installed: V4 A. No, of Woodstoves to be installed: t4f N List below the person(s)responsible for supervision of work in regards to Building Codes: Name Address Phone No. Builder 1.. AA4% •pa: 1� 1& 'K�&Jo%r VC. 1J-( 106C4 Wfo Plumber r Mason Electrician 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 Uwe 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 Surve by a ' ensed sury yor; dra to scale,showing actual location of all new construction. / ' � circle one: owner,owner's agent,architect,contractor) Signature: ( � g Project Name: ia 4 VPfr i eA, BP# Address: u6k 65 .AvneWvr--A- VY-- 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 Queensbury Building 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 ... ... ... ... ... ... ... ... ... ... ... ... . ❑9 yes ❑no ❑n/a 2. Energy Form or CheckMate Energy Code Compliance Forms Complete.. ❑X yes ❑no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program.. ... ... ... ... .. 0 yes ❑ no ❑n/a (2 copies) 4. Septic application completelyfilled out(if applicable)... ... .. ... ... ... ... ... X❑yes [:]no ❑n/a 5. Solid Fuel Burning or Gas Appliance Form... ... ... �. .[:]yes ❑ ❑... . . ... ... ... ... ... ... s no aC n/a 6. Electrical Inspection Form... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. ©yes [:]no ❑n/a 7. Two (2) complete sets of structural drawings... .. ... ... ... ... ... ... ... ... ... ... . %❑yes [:]no ❑n/a a) floor plan;b) foundation plan;c) cross sections: d) elevations; e) window and door schedule 8. Two(2) site plans showing location of the structure to be built. ... ... ... ... ®yes Ono ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure... ... ... ... ... ... ... ... ... ... .. ❑X yes Ono ❑n/a 10. Setbacks to neighboring wa,and septic systems,including onsite well... . ©yes [—]no ❑n/a and septic systems (if applicable) 11. DrivewayPennit... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... Nyes Ono ❑n/a Date: I D Staff Initial• L:\Suclien3ing-way\BuikUng.Pemiit.FORNB\GenericCheckit.doc January28,2003 t Town of Queensbury 742 Bay Road, Queensbury, NY 12804 IR-Oding & Code Enforcement Building Permit# ZZC`g37QJ`7 Phone:(518)761-8256 Date: Z —ZLA—c) Fax: (518)745-4437 Email: codes@queensbury.net Dear 20o , �� � � � F��,VF Your building permit application has been reviewed and found to be deficient in the following areas: L6, vJ lob o b �► � btu o �'>� G ooJ —b L K 6 qi 1� These details need to be added to or noted on both sets of plans. Please feel free to contact this office with anyquestions " regarding this matter. Sincerely, B G ODE ICE L:\SueHemingway\Building.Pertnit.FORMS\deficient building pe Jan 2003.doc Town of Queensbury 742 Bay Road, Queensbury, NY 12804 adding & Code Enforcement Building Permit# Z=c Q3 Q:yj Phone:(518)761-8256 Date: 2— Fax: (518)745-4437 Email: codes@queensburynet Dear Your building permit application has been reviewed and found to be deficient in the following areas: h LOB J T) Pk F C IL) C NO NULRDNIKE us--MA T` m pt 2L=C%'� O MA a These details need to be added to or noted on both sets of plans. Please feel free to contact this office with any questions regarding this matter. Sincer , B D G& DES CE- L:1SueHemingway\Building.Permit.FORMSXdeficient building/iti-2003.doc - s Residential Plan Review: One&Two Family Dwellings Check Y/N/N/A (2)Full sets of plans Over 1,500 sq. ft.—stamped Design loads on plans 90 win t-i oT o / 70 ground snow load Calculations: Window Schedule with glass size Door Schedule/Main Entrance 36"Door t3XIF—pCo - - UhE OtJ Emergency escape for 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 Dampproofmg/ atei roofin materials on plans •l f Foundation Drainage on plans,if required 6"Drop in 10' Exterior Grade TO O A L1 E F. Cfl�C.N (351 S� Framing cross section for each roof line,Vertical Fire Stopping every 10' where required Ice and Snow shield 24"inside exterior wall Platforms at exterior doors p Wovw AIM, �RK ,( Stairway headroom 6 ft. 8 in. all stairs 36"Width „ E �Fo L AcJ fi7tdv o bT t9.5� Stair run and rise Winder run and rise Spiral not allowed from 2"story IA Smoke detectors battery backup and ro er location Bathroom Fixtures proper clearance Hall width,36"min. t Handrails more than one riser on open sides Railing and Guards>30"/Basement Stairs clu ed/oClosed Ri�se'rs more than 4"in height AWQ Safety Glazing Notes for required areas oEDP, pt�p y, RED-, V Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30" Crawl Spaces 18"x 24"Access Carbon Monoxide Detector lowest keeping level Soil Test Results,if required Septic to well or water line separation �. o E 1 o Plat APE All paperwork signed 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 installatio �, �)-� .� � G�r� Tax Map No.2�gP/ �` e ermit No. 3� Fee Paid Owner's Name: Address: -1�oqn�y 2. INSTALLER'S NAME 'dM(4%G PHONE NO. 13 •3101n 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 gandrm = 1980— 1991 x 130 gal/bdrm = 1991 —presen 15� x 110 gal/bdrm = 154 c, 6a j Garbage Grinder Installed yes / no % Spa or Hot Tub Installed yes_ / no Y. 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sfnd at what depth at what depth municipal Rolling loam feet feet well Steep slope clay if well; water supply •lo%slope other from any septic-system depth: absorption is too ft.Ynin other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: inute 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: ovo gallon (min. size 1,000 gal) Tile Field: each trench 6D_ft. Total System Length: jQ 2 ft. s ioo feA 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 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. Signature of responsible person Date 'nor Quel(+11sbuti-y 5r%vcr;t and 9cty;i1;lr Dirims:tl Clulvi(•t• Appendix C. • fiF:I'/1•ltl�'l'IL)IN It1�t�1.JI1tIlti]1�:N`�1'�i" . - , ' `� Stitt? PoNp ► WELL. ui. 1/PTlrrk- lvr llT C�I,If; �. . rt cq'fu•t _ G AE /� � is i I►:>vSE G. E � �. j -• A��ttliPttc1 1 F''10.Lt1 i •--•.""'"� -."' "may _,.. ,.--, • i 7, SIGNATURE &INFORMATION FOB-M'YUNbXoj r,rzr%zvx. %V„vpa%o " ®10 Foundation Inspection Report Office No. (51"8) 761-8256 Date'Inspection rFRMIT Queensbury Building&Code Enforcement Arrive: e part: a 742 Bay Rd., Queensbury,NY 12804 Inspector's on NAME: d3 03 LOCATION: INSPECT ON: �► +— TYPE OF STRUCTURE: Commen. s 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 cqAcrete. M Is for this purpose on site. F ndation/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 Bacicfill 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 Residential Final Inspection � Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/KmDepart. am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: "-() C) J �J 7 LOCATION- DATE: 1 _Q3 TYPE OF STRU TURF: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete k: Guard 30 in. or more @ stairs,decks,patios 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 Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 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 Valve(s)installed Interior privacy/trim/doors/maul entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Batter backu : Bathroom Fans,if no window Carbon Monoxide detector ePlumbing fixtures Foundation insulation R W wo Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/a hour fire door/door closer Gara e fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area rawl 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 5 D As Built Septic S stem/Sewell'Ddpt. Inspection Sticker Flood Plain Certification,if required Okay to issue C/C Cert.Of Compliance) Okay to issue Temporary C/O(Cert. Of Occupancy) Okay to issue Permanent C/O(Cert. Of Occupancy) L:\SueHenvngway\Building.Codes.Inspectioii.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 Residential Final Inspection i Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p �/ epart: ,� am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: C NAME: 1, PERMIT#: , -UO3 03 LOCATION: DATE: — 4_ j' TYPE OF STRUCTURE: Comments Q - Y N N/A G l /�C��t %v /6 T% ChimneyHt./"B"Vent/Direct Vent Location � ��/� Fresh Air Intake / 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios 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 /N'���� ✓��K c�rN� / I L Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 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 ¢�Uti GArs ,J F:0,z lljhc� Low water shut-off boiler Relief Valves installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade 1 Basement stairs closed rise>4 inches &5 4+- 3/4 hour fire door/door closer U �� Gara e fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area X Crawl Spaces 18"x 24"access, 1 s ,ft,-150 s .ft.vents p BuildingNo./Addre s v• ible from road �NG�p(Q ���VC.►2 I aS%5 %off' o. Final Electrical Site Plan /Variance required Final Survey Plot Plan LC. AR(/U V As Built Septic System/Sewer Dept. Inspection Sticker GG Flood Plain Certification, if required (V. ( Lf a [ T P5 Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/0(Cert. Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. OJ —V Main Office 176 Doe Run Road-Manheim,PA 17545 097 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. NO 80282Cut-in Card No.................................... Owner..............CP....... ................................................................................... ....... Location-A.1...... .. . . .... . aar Installation Con;sibing of-te .........................) 4............ -7........... ,;?'V' 3"o ............��.o D'A M ....+.................Z::::;.....................................1)..............I............................... e;PL¢a .4 9�&)z V4&& ............................... ................................................................................................................................................. InstalledBy... .........................................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 b�ejmmptly made for inspection. Inspectors of this Company shall have the privilege --s c.ti,.ns at any time, and if its rules arc violated,the Company shall have the right Datel ....................................... INSPECTOR...... ............................. Member N.F.P.A..I.A.E.I. Rough Plumbing / Insulation Inspection Report r 1 Office No. (518)761-8256 Date Inspection request received: , 0 3 Queensbury Building&Code Enforcement Arrive: an-d part: a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: �;_037 NAME: PERMIT#: LOCATION: `--C/ INSPECT ON: 0 3 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial PVC,Pex One &Two Family suldton LBAidential Cheek/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\I3uiMing.Codes.lnspectionTORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: "lJ� Queensbury Building&Code Enforcement Arrive: am/pm , De rt: an-i/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: ! )37 LOCATION: INSPECT ON: < T TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents .Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Cop er Commercial per, CPVC,Pex One&Two Family sulation/Residential Check/Commercial Check Proper Vent, Attic Vent �` d �ye a �2 Duct/Hot Water Piping Insulation If re uired unheated spaces �{ Combustion Air Supply for Furnace Duct Work Sealed Properly 0(4 COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 -Z- Framrng / Firestopping Inspection Report �� Office No. (518) 761-8256 Date Inspection req st rece• d: Queensbury Building&Code Enforcement Arrive: a m part: pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: PERMIT#: 3 LOCATION: 06- J 5� INSPECT ON: 63 TYPE OF STRUCTURE: Framing Y N/A COMMENTS Jacksuds/Headers \43racing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properl 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing alls Metal Strapping for Not es Top Plate 1 %2 (w) 16 gauge (8) 1 D nails each side Draft stopping 1,000 s ft. floor trusses Anchor Bolts 6 ft. or le s on center Ice and snow shield 24 t hes from wall Fire separation 1, 2, 3 hou Fire wall 2, 3, 4 hour r �f Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedro s 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Insppeceort Office No. (518)761-8256 Date Inspection req Queensbury Building&Code Enforcement Arrive: a V a 742 Bay Road,Queensbury,NY 12804 Inspector's Initials NAME: RMIT#: 3 6 -37 LOCATION: INS P T ON: 'Z 1 -f7 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3, Drain/Vents Cast Iron,Copper V6in/Vent/Comm. Plumbing Vent/ ents in PI Rough Plumbi g Head or Air Su ply Test Drain and nts 5 PSI or 10 . above highest Connection for 15 minutes ater Supply Pip > g aPPLy DN�� Copper Commer ial Copper, CPVC, P One &Two Family Insulation/Residentia Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Ins ation If required unheated s aces Combustion Air Supply for Fur\ ce Duct Work Sealed Properly COMMENTS: �L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Pm ` ,JA- Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p De art: " m/p 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: kJ NAME: PERMIT#: LOCATION: 2-7 INSPECT ON: 3 TYPE OF STRUCTURE: Y N/A CO ENTS -- ,� in�g 7 Jack Studs/Headers Bracing/Bridging f 'R Joist hangers Jack Posts/Main Beams Exterior sheeting nailed grope y Headroom ft. 8 in. f(Z J IBC I �vS S GC S Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearin Walls Metal Strapping for N ches Top Plate 1 %2 (w) 16 gauge (8 16D nails each side Draft stopping 1,000 q. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield?k inches from wall Fire separation 1, 2, 3 our ire wall 2,_r 4 hour r6s Qpp ng 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 i L:\SueFlemin.-way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report1` Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p part: am/pm 742 Bay Road, Queensbuly,NY 12804 Inspector's Initials: 3 -,7 NAME: ��° PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: r"i l N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place rough Plumbing/Nail Plates A(,(� Head or Air Supply Test 2— F L Drain and Vents s L Y 5 PSI or 10 ft. above highes �`�� Connection for 15 minut s Water Supply Piping Copper Commercial Copper, CPVC,Pex One&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 COMMENTS: L:\SueHemingNvay\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p e�part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: < NAME: �L PERMIT#: LOCATION: O 2- INSPECT ON: — 3 TYPE OF STRUCTURE: Y N N/A COMMENTS /.*Fwrtam, ' �� Jack Studs/Headers _ Bracing/Bridging tr �� I� {l 1�� �� " is'A-<C I Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. 1 (tv L [2 �,2 U 5 �III C- ej Stairwells 36 in. or more j�CC 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 I d snow shield 24 inches from wall f �b ire�`sepa�rrtation'1,'2,;3 hour Fire wall 2, 3, 4 hour ireStoppi> g h 4't-v 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 LASueHemin-way\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 32 Terrace Lane. Queen§bury,NY 12804 1 9 .. .. . -. (5 8)7 3-9376 _ March- 1`2,:2003 Paul =Daz.gle, Contractor . 1.6. ReserVoir. Drive .:QueensburY r.:. NY 128 U 4 Re: Perculation. :and 'Soil 'Boring Lot 55 Stonehurst Development, Town_bf_ Quee;z�bur �9arr:Ln y�,.. O an"Ma"rch 11 , 2UO3 I" did_ percul. A-ori test and a soul boring on -:the, above .lo as ,requested listed .below are my observations:_ 0 Inches, ; topsoil 8 -21 Inches, fine sandy loam 21-59 inches.► . fi-ne sand Perculation .test_ rate is: .":7. mnute°40 seconds per. inch. So--ils observed :are. ;,deep:,: fine .sandy.Yao�1's No ..mottling was • . ..evident, in :this pit.. - w If you have any: questioris. abou"t the -above soil information, please fee3 .free to`contact:.-me Charles -H. Maine`. ., ... :Soil •So-i:entis:t:: .. - cc: John Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/prV e art• am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: 5 G'5 TYPE OF STRUCTURE: / .Y Framing Y N N/A COMMENTS 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 raft 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 / FirestoppingX-rl�cj 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 I_ASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping 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/ Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspectors Initials: NAME: 1.�66— PERMIT#: `0 7 LOCATION: -rox)�M v INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One&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 COMMENTS: L:\PamW\Whiting\Rough Plumbing Insulation Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ,VAC,CC PERMITNO.: 6?5 LOCATION: ;a4)�t)P'S r INSPECT ON: d RECHECK. Comments and/or diagram Soil Type: Sand/Loam/Clay,-- .Type of Water: Municipal/ ell-Wat Waterline separation distance ft. Well separation distance ft. Other wells: 0 :-—ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side' Middle Front Middle Rear System Use St atXApproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: S Queensbury Building& Code Enforcement Arrive: am/p part: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �G�-�- ' PERMIT#: 3— 0-5 7 LOCATION: INSPECT ON: TYPE OF ST UCTURE: r 1 Y N N/A COMMENTS ra 1 " Jack Studs/Headers Bracing/Bridging 61 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 kat stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center and snow shield 24 inches from wa - 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 LASueHemingway\BuiIding.Codes.Inspecti on.FORM STraming Firestopping Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ar�pma ,�—epart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: Rk L C�� PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. l\ Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank _ Tank to Distribafiep Box Jstribution Bo o ield/Pit 'OpeningSealed Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N �4'LL � ���� �f- f �l�� Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved 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., Queensbuly,NY 12804 Inspector's Initials: �l NAME: PERMIT NO.: <:41) D v� LOCATION: INSPECT ON: L. RECHECK: Comments and/or diafra Soil Type. and/Loam Cj r-, Type of Water: cipa /We Water Waterline separation distan ft. . Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. cl> Depth of trenches Size of Stone _- Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank �74F. Tank to Distribution Box •� �� Distribution Box to F' 1 /Pit Opening Sealed: Y/N/ artial Location/Separations Foundation to tank ft. Foundation to abso tion _ ft. Separation of Pits Conforms as per Plot Plan N Location of System on Property: (Fr7ont)ear �Left igh Side �R /Side /� e- L Middle Front Middle Rear System Use Status: proved _73 Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Suilding.Codes.Inspection.FORMSVSeptic Inspection Report.doc January 28,2003 30 FT. DRAIt IA6 E EASEr-ENT 20 FT, REAR SFT5AGK rJ 1 L ; � L T 55 - ; UMDF—i- 27) cSTl�12 6 A FIFES , L � 1 ' , ; 1 I 1 ; ; noTT--- n �E:Y$TMAo5 R F n� I CV L-, 1U� FT FRAM tEW I WELL-5 A135.ORTIOn FIP� V; a 01 Ca; t 0 o I �; ICC u' u-, Ul OLQLrq � PERG.lDE I 1 1000 GALi J� 10' Nqn� 1.1r �•� � � SE}'"fIG-TAnK ,s5T NO _ 5-WO E COM. ,�03.('lrf • —r ItT• SOX 7Npn 405FO 4„ DL4. RIND i PVC DRAn, :�sOUD P� ; , 1 Wes- - R 25 FT. L 57.88-FT. ' s�01 F� Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request,received: n Queensbury Building&Code Enforcement Arrive: am/p LPepart: a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: l �—G \ PERMIT#: � f LOCATION: dr�C-'�we-5 Dr-- INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings �. Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place / Foundation Dampproofmg J Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab 5 Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. Foundation Inspection Reportrow Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p epart: ` am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: ��' PERMIT#: O 3 ✓� LOCATION: INSPECT ON: TYPE OF STRU TU Comments Y N N/A Fo ' 2-gs � _._� Monolit is Slab V Reinforcement in Place ' The contractor is responsible for + providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump J lll�o9tingilor n-Stare,:&-- 12 inch width 6 inches above footing °°� 4�-;01;�r�etrarea�s i�'inder�slab acicfill Approval bin Under,Slab PV %Cast%Copper e-,?Zk9or Foundation Insulation Interior/Exterior R- Rough Cnade 6 inch drop within 10 ft. L;\SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report P p Office No. (518) 761-8256 Date Inspection reque e ve . Queensbury Building&Code Enforcement Arrive: am/ in Depart: In 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: j NAME: >��� PERMIT#: 0 3 " 7 LOCATION: INSPECT ON: _ --- --n TYPE OF STRUCTURE: ��� Comments Y lir N/A �-y ootings Piers �V /// Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval 4P Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 i ;4 x P N ber MECcheck Compliance Report #eckedBy4atell Proposed New York State Energy Conservation Constru on Code MECcheck Software Version 3.3 Release lb Data filename: C:\Program Files\CheckMate\MECcheck\Riley.cck TITLE:Riley Residence COUNTY: Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:01/30/03 DATE OF PLANS:January 1,2003 PROJECT INFORMATION: Greg and Stacy Riley Stonehurst Lot 55 Queensbury COMPLIANCE:Passes Maximum UA=2618 Your Home= 1790 31.6%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R Value U Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1008 30.0 0.0 35 Wall 1:Wood Frame, 16"o.c. 9012 19.0 0.0 532 Window 2: Wood Frame,Double Pane with Low E 91 0.360 33 Door 2:Glass 40 0.350 14 Door 3: Solid 21 0.400 8 Wall 2: Wood Frame, 16"o.c. 8165 19.0 0.0 482 Window 3:Wood Frame,Double Pane with Low-E 107 0.360- 39 Door 4:Solid 17 0.400 7 Basement Wall 1: Solid Concrete or Masonry,7.8'ht/5.5'bg/7.8'insul 8739 11.0 0.0 627 Window 1:Wood Frame,Single Pane 9 0.600 5 Door 1: Solid 21 0.400 8 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 Proposed New York State Energy Conservation Construction Code requirements. y MECcheck Inspection Checklist . Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lb DATE: 01/30/03 TITLE:Riley Residence Bldg. Dept. J Use J Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: J Above-Grade Walls: [ ] I. Wall l:Wood Frame, 16"o.c.,R49.0 cavity insulation Comments: [ ] J 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation J Comments: J Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,7.8'ht/5.5'bg/7.8'insul, " J R-11.0 cavity insulation Comments: J Windows: [ ] J 1. Window 2:Wood Frame,Double Pane with Low-E,U factor: 0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No J Comments: [ ] 2. Window 3: Wood Frame,Double Pane with Low-E,U factor: 0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No . Comments: [ ] 3. Window 1:Wood Frame,Single Pane,U-factor: 0.600 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: J Doors: [ ] 1. Door 2:Glass,U-factor: 0.350 J #Panes Frame Type Thermal Break?[ ].Yes[ ]No Comments: - [ ] 2. Door 3: Solid,U-factor: 0.400 Comments: [ ] 3. Door 4: Solid,U-factor:0.400 Comments: [ ] 4. Door 1: Solid,U factor: 0.400 Comments: J Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air u a leakage must be sealed. [ ] Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials and 3"clearance from insulation. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R 11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I Supply ducts in unconditioned spaces must be insulated to R 11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. 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 wateX heater has an integral heat trap or is part.of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. JCirculating Hot Water Systems: [ ] I Insulate circuating hot water pipes to the levels in Table 1. SOPMIAg Egmis: [ ] All heated swimming pools must have an on/offheater switch and require a covd�t�s over 6 of the heating energy is from non-depletable sources. Pool pumps require a tir*dock. Heating and Cooling Piping Insulation: . [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55°F mA tie insul6d 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 l„ 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) 24" TRENCH WIDTH t TRENGHE5 72" O(., TYPICAL ) T — — — T _ I — S O4-24-40 W --_ I 199.98 Fr. � EARTH SAGKFILL WITH TOPSOIL COVER MOUNDED FOR 5571-IN6m PURPOSES. I � � PERMEA54.E 6EOTEXTILE UNTREATED 131JILDIN6 PAPER OR 4" HAY/STRAW COVER. 47 I- - - - -- - - - - N 30 FT. DRAINA6�E EASEI`'Ety-r - - 4" MIN, DAM, PERFORATED PSTR15UTOR PIPE, 51-OPED 1/16" TO 1/32" PER FOOT. GRUSHED STONE (3/4" TO 1-1/2" SIZE) OR ' ----- 20 FT. REAR SE I WASHED GRAVEL. LC) I / -- GROUNDWATER. 5EDROCK, OR Ln � / I \ - - / i \ -----�'- i �'N'ERVIOUS LAYER. I� I STANDARD A550E-FTION TFZENG4� \ I I N 1 ATALI-ANTIRE SEPTIC, SYSTEM PER NT50OH INDVIDU RE5IDENTIAi- N W STEW TER TREATMENT SYSTEMS DESIGN HA ND50 K, CURRENT EDITION. i I L T 55 Q; / 100 f+T RADIUS (STFEET UM5E CZ R 27) I p/ LL" }— Q FROM NEW WELL 1.206 A FES R �— NOTE: WELL 5 APPROX. -- 55OR71 FT N FFEL-OM 0 TO5T4ME NORTH \ I, (N a 7-- Z LU 1 I WE-!.-' I FT FROM "I have seen or observed, or believe I saw evidence of, ~ Q NEAREST D6�E o� D � / - all objects such as houses, cI) NEW 55 RTION FEL i I ses, wells, trees, fences, etc., ',own on this document. I also represent that I have l I 3 I 1,ijdrsonal9 measured the distances set forth on the diagr3r~; SUIL(�NG FOOTIN6� DRAINAGE-- � � y OUTLET AT EXI5TING DRAINAGE I IM I r �I 5WALE ON SOUTH PROP. LINE TE: NEW A55ORTION f ELD '_` n o j IS APPROX. 280 FT FROM Z!(L U1603--,TURFT�, EXISTING WELL TO 50U'HDATE- 1 � _ _ MARCH 17, 2003 I I ►� 4" PA. R160 PVC, DRAM I Q (3 ROWS AT DRAWN 5T: PIPE T) I JOWN 5CI-IUMAKER PERFORATED PIPE 12" DEEP X 24" WE #2 CRUSHED STONE 50AL-E 1" - 30' \ / WIT✓a 6-12" SOIL COVER I UNLE55 NOTED TrP. J 20' MIN,,- PROPERTT INFOFMATION TAIGEN FFOM A MAP OF SECTION TWO Fz•��''°� 5T0NENUR5T I, DATED JUL-T 29, 1987 PERC./DE ST HOLE 13T VANDUSEN $ STEVES I ' P>=R LAND SURVEYORS, 61LENS FALLS, NEW TOFK DUG 03. G. 1000 GAl;' 10' MIN. E . 7MN 405EG 5EPTIG,TANK 51H0L.E Gone. -05T. 50X 4" PA. R160 I PVC, DRAIN, SOLID PPE NORTH)= - L - 57.68 FT. ��� I�Ql k-�6 t h bores Well, I � F� L R'3tiZ p1 SHEET 1 OF 1