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2004-460 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: P20040460 Date Issued: Tuesday, January 18, 2005 This is to certify that work requested to be done as shown by Permit Number P20040460 has been completed.- Tax Map Number: 523400-297-013-0001-033-000-0000 Location: 214 CRONIN Rd Owner: HAYES CONSTRUCTION GROUP, LLC Applicant: HAYES CONSTRUCTION GROUP, LLC This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage - 3 Cars Attached Single Family Dwelling Director of Building&Code nfor ent Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimn applicable to solid fuel & vented gas .appliances �o Date Vf- , 20 Pern Application is hereby made to the Building& Codes Office for the issuance o Ing 4zl Use Permit pursuant to the New York State Fire Prevention and Building Code. The applica 'a er agrees to comply with all applicable laws, ordinances, regulations, and all conditions that f these requirements and also will allow all inspectors to enter premises to perform required in ctions. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: ffilyzF5 C'ga.)_J7X_U67jC)IJ Stove: wood coal pellet gas Fireplace insert Address: ?J9(5 646 656 P-0 Fireplace, factory-built: wood as Y �'Y o Fireplace, masonry: wood gas Furnace: wood (T�a- oil Phone: 'Z If non-masonary applicance,please__``provide Owner: Cd> � �' Manufacturer Name: 41 ZS 77 C Address: Model Number: . 7-6 0 Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue the . size: inches Exact Address: ��^ �� of construction or installation Factory-Built Manufacturer name: 7 6® Model Number: / Note: Listed By: Number: Construction/Installation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. ouble wa 1 Triple wall / Insulated / Direct venting ChinIney Liner Q'�,sc.�i_�ler'16r.Dep�.rtment—�'o�� of Que�ai�rbury, .ZV"�a�Y'i'or�i: Fire Marshal Code# $Collected $Refunded Received fi•on1 (refunded to): address: _ A 173 3389 (190) Public SafLety A 233 2655 (230)Minor Sa es DAT I_'.• 7 ' yi�wc�i.2�— I oww �iLNAo 02 C� � White(Applicant) Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink cx Goldenrod(Cashier's Dept.) - CheckV2)Fu11 Residential Plan Review: One& Two Family Dwellings Y/N/N/A ts of plans,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. ,.J 1> , ' rm� 4"(h)x 20"(w)min. S y T 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans oundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade F ming 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 LAPlatforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise iral Not Allowed From 2nd Story vj Smoke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides VA Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas arage Fire Separation Garage Floor Sloped Attic Access oof 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 Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8256 A permit must be:obtained before beginning construction. Permit File No. C)Z/^11(P D No inspection will be made until applicant has received a LFeoPazid. S aj� ,'9O valid Building permit. All applicants' spaces on this aid application must be completed and must appear.on the d By. application form. Applicant: N>a' c- Address: 7- `q5 btc- 6 R4 Address: 280 Phone#( ie )Z`Lz-�� Phone#(._) /NGQ�FF. 04Q t Number: / House Number ~' / r0. qN0 C40ERY Property Location: Lo ,_,____, ,.r._. Subdivision Name: Tax Map Number:. jt 7,13 ik-33 New Building: residence /commercial 'Estimated Market Value of Construction, o Addition: residence/ commercial If an Addition,what will use of new addition be? G Alteration: residenco/ commercial o No change to exterior size: residence!com'1 0 Other work(describe ) Check =S#Op ncyInformation i Floor 2` Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet mil dwelling 2 5S 1 o 25 1 �1 o Two fmily dwelling30 ! a Townhouse o MWftmily dwelling #ofunits o office o Mercantile o Msaufactuta G 1 car detached prage 0 2 car detached grago 0 3 car detached Luage a 1 oar attached ge 0 2 oar attached gamp '`XP 3 car attached gmse 'Lc> ZO o Storage building- ^ commercial �,CJ o Storage building- - residential G Other What is the proposed height of the structure 3�' feet,inches Will any second-hand-or ungraded lumber be used? If so,for what? Type of Beating System: electric/ oil / /wood / reed hot air .baseboard/other: - Number of FILW ces to be installed 'Number of Wo�Ees to be installed D List below the person(s)responsible for supervision of work as regards to building codes:. Name - - Address—--- - - Phone Number �1 ` i Builder Cnj5 �i 5 d'��b 7 q 7___1 I* Z_ Plumber 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 prernises 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 Cert of Occupancy or Certificate of Compliance being issued,as requested by the Zoning AdministratorkTD1Xrc=toi!)o1 BuildingandCodes,anji Bullt urvev by a licensed surveyor;drawn to scale,showing actual location of cons on. Signature: . own r,owner's a chitect,contractor Application for Permit=Septic Qisposal System s Town of Queensbury.742 Bay Road Queensbury,NY 12804 (518) 761-82S6 1. OWNER INFORMATION: Q Office Use Location of installation: �� in koa File Permit No. ON-7 Tax Map No. a� 2 Fee Paid Owner's Name: !Qk C27atj .........................................................-............-..�. Address: `j BACE 662 Oe.� ob B� QUF��Sg 2. INSTALLER'S NAME : e S C�.W y7gw e::P-T>j PHONE NO. 3. RESIDENCE,INFORMATION: (circle year of dwelling,,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow . 1980 or older x -150 gal/bdrm = 1980—1991 x 130 gal/bdrm = 1991 —present _ mil- —'6_. x 110 gandrm = Sisk Garbage Grinder Installed yes_ ./.no Spa or Hot Tub Installed yes, / no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Towanh . . Soil Nature . Ground Water Bedrock or Im ervious Material Do Water Su 1 la' at what depth at what depth �iva Rolling loam feet!- N_ A- feet w .Steep slope c �/� if well;.water supply _%slope other 6l 7-La from any septic-system depth: Ge + Q�r�I�.\ absorption is ft, J other Percolation Test: (To be completed by licensed professional engineer or architect) ~� Rate: 9 0 minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,.Spa or Whirlpool Tub. Septic Tank: gallon(min.size I,000 gal) Z 50 a �l t A)f uv Cv- Tile Field: each trench 5 ft, Total System Length. ft. Seepage Pit(s): number of size of each: fl, by ft. Size.gf 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 the To of Queensbury Sanitary Sewage Disposal Ordinance. �( 0 AAA l Sig ture responsible person Date i' •w R r '1'c�wtt of tZctt�Clialmry Srwta•;t ttTltl Hev ill"o. I.M.si m'd Olmotel. w 1' Alm luli Y • A'1�.►iUIZI'`''t'k�)I`�1 Ii'11rI�L� .. , 811,31111tM IO N Itso(J1.111tIfiN]111ON I' ' M • 'POND ti'IuL. tN t/(►Tf'R• s .fi_t.t0Ier tt'M••! . • - . .. 't�frttT CJ�f'1•I�X �.'• ter} +•— • 00 G p �. • `z 110lY, \. .�Ile «�""- w • w ' r r . r ■ 7, SICsTI�►►"t'U! &INBORN .Tt� For" arvi*aWUro Queensbury Building & Code Enforcement - Residential ' al Inspection Office No.(518)761-8256 Arrive: m/pm a rt: - m/ Date Inspection request received: _ Inspector's Initia s: NAME: � �-�p� 0=4�4\el_�— (DTE: IT#: Q0 Ll LOCATION: ,� nrC'i��_�,� TYPE OF STRUCTURE: S Y _ _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake Gyn(d 3 inch Plumb Vent throw h roof minimum 6" Roof Complete/Exterior Finish 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 U 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: / 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 fire roofin./'/<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 CertificationjLgquired Okay to issue C/C ZrT O em orar Permanen L:\PamW\Building&Codes\Inspection Forms\Res.Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection i -3 Office No.(518)761-8256 Arrive: &-9110 am/pm Depart: am/pm Date Inspection request received: _ T Inspector's Initials: NAME: u lAj� PERMIT LOCATION:— DATE: A0 4— TYPE OF STRUCTURE: r— _ 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(a)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 Enclosed Stairs Sheetrock Underside minimum '/" Gypsum Grade away from foundation 6 in.with 10 ft. GroJA�J 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 Detec ors: Every level: V / Every Bedroom: Outside every bedroom 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/<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 . f3.-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 Kpuired ' Okay to issue C/C rc%O em orar / ermanenf L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 a s v v I I GRU5HED 5TONE DRIVE 2 5TORY: WOOD FRAMED O HOU5E - tiry h0/ a H LAND5 N./F OF . c BRITTON 0334. �� J Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection requ cc' ee Queensbury Building&Code Enforcement Arrive: am/ ml Dep —a 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: O LOCATION: 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 1 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 sulation/Residential Check/Commercial Check Proper Vent,Attic Vent.: Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 Rough Plumbing/ Insulation Inspection Report Office No. (518) 761-8256 Date Inspect request rec Queensbury Building&Code Enforcement Arrive: am/pm, p m/pIn 742 Bay Road, Queensbury,NY 12804 Inspector's Initla J ` NAME: � ,�,t 'PERMIT#: LOCATION: C` / INSPECT ON: TYPE OF STRUCTURE: X 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 o per, CPVC,Pex One &Two Family sulation/Residentia h c /Commer ial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace ,J\v Duct Work Sealed Properly COi MENTS: al L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 1 - 3pA— Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque re iv 1/( 2_ .6` Queensbury Building& Code Enforcement Arrive: pm De art: r; a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME:_ PERMIT LOCATION: 6ii Co jj,-3 ID INSPECT ON: 1 l v TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial o er, CPVC,Pex One and Two-Family Insu ation/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 \� 1J COMMENTS: �`c� �• ��J��\ \O� �� 'A LASueHemingway\Building.Codes.Inspection.FORWRough Plumbing Insulation Repoit.doc November]7,2003 Rough Plumbing / Insulation Inspection Rep rt/o Office No. (518) 761-8256 Date Inspection reqFs i Queensbury Building&Code Enforcement Arrive: a a pm 742 Bay Road, Queensbury,NY 12804 Inspector's InitiNAME: #: 0 LOCATION: INSPECT ON: TYPE OF STRUCTURE: fit' N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, opper Drain/Vent/Comm. Plupagmg Vent/Vents in Place ou h Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine rain 2 inch min. Head o it upply Test Drain an 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air S!!pply for Furnace Duct work sealed erl /No duct tape COMMENT LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Queensbury Building & Code Enforcement - Residential Final Inspection Z � " Office No.(518)761-8256 Arrive: 113 am/pm Depart: am/pm 1 L / Date Inspection request received: _ Inspector's Initials: _'; Z = �� ' _ _ NAME: _ PERMIT#: LOCATION: C DATE: TYPE OF STRUCTURE: _ 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 Complete Guard 30 in.or more(0)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 Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall l 6 inch clearance to sill plate �Z� Cr�r�t �iil�/�—v al 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 lazin Interior Smoke Detec rs: Every level: V / Every Bed r m: ✓ , ,1 n^� (��Pc�c.; Outside every bedroom area: ` Inter Connected: ✓ / Batter backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures ✓ ` �� F ��r �� ls �'" Foundation insulation ,� �/ Floor truss,draft stopping finished basement 1,000 sf j fc L1SZf�►i'�� -�"�s"/Sf7Icr Emergency a ress below grade Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/'/<hour fire door/ oor clo 7 Duct work Sealed properly Gas Logs in Soa1ed-offGlass Enclosure `��r� 9 Attic acces 0 in.x 22 i .x 30 in.(ht.)In accessible area j71) Crawl Spaces x 24'access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road it Y ,y ,f�z ,.�v^' °�% -4] Final Electrical Site Plan /Variance required Final Survey Plot Plan L/, ��! fVr✓ty 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 &Codes\Inspection Forins\Res. Final Insp. 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: r —�J NAME: wo=�:M� 011� LOCATION: PERMIT Final Survey Plot Plan Approved Denied The attached final survey has been received by the / Dept. of Community Development. Upon review the survey has been: (ipl—z) Craig Brown, Zo ing Administrator Notes: L:\.SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE: MAP OF A 5URVEY MADE FOR EILENE C. BANNON BY, VAN DUSEN 5TEVE5 DATED= DECEMBER 31. 1g87 CROATTN ROto A.D S84004140"E 498.47' q O - /.� OO 1V to � 74,341 sq.ft. CRUSHSTONED 1.71 acres I DRIVE / 7� LANDS N/F OF 279.4T 1 FATNODE /� s N O a: 2 STORY WOOD FRAMED DO O DECK HOUSE �ryO♦h�/ r 5 v oc 0O LANDS N/F OF / BRITTON Nj3 49*0?' . c• • • C. LANDS N/F OF "'�'i 50' BANNON {AW, 0obt4- qW � ' 7 Date, JANUARY 13, 2005 l.-+L 'UNALIMOMED ALn RAIN OR Aoana+TO A SURVEY Scale 1'=30' v a & ►SAP�Na A � aEAL L3 A Map of a Survey made for VIOLATKM OF SECTION nN.SIB-DIN90N 2,Dc 7HE P P C NEW YDRK STATE EDUCATKM LAW.* S t e v V *ONLY COPIES FROM IAL OF NM.OF iHS SURVEYORS NM®MTH AN tatlpNAl OF TIE WO S<RUE COS - FOR� HAYES CONSTRUCTION GROUP , LLC 1 RM CERm"mm s NDICAm HEREON sm"THAT THIS SURVEY WAS PREPARED N ACCOMOM MTH THE IM CM OF Land Survey ors BY D S NEW O ft S7A,E AS90CIA,KM DF a RUM KNAL LAM slmMRM F SAD m NE SU VE s15 P RIM aNLA �T ro 7Iff PERSON FOR wIDY NE SSIRVEY 6 PREPMFD,AND ON HS BEHALF TC THE TOLE COMPANY.60VFRW09AL 169 Haviland Road Queensbu New York 12804 70 W S ""' O "S"'°'nD"`"'m aml AM Town of Queensbury, Warren County, New York rya ro T!ff A59ONFES OF THE LEUDIND BETn1UT10N.' ItAYES 01427 (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 02154-A P.D. 2g7.13-1-33 / 5q-3-13 • Septic Inspection Report Office No. (518)761-8256 Date Inspection r ues re ive Queensbury Building&Code Enforcement Arrive: am/p i D part: ®a in 742 Bay Rd.,Queensbu`ry,N`Y�12804 Inspector's Initials: NAME: 1-y1� - -- P IT NO.: 2-00 LI LOCATION: J —I '-A CRQIJ 1 h) Rn ECT ON: — RECHECK: Comments and/or diagram Soil Type: CSa�n k oam/Clay Type of Water: unici a ell Water 1 Waterline se aratlon istance ft. Well separation distance ft• Other wells: ft Absorption Field: Total length amft. Length of each trench ft. Depth of trenches f ft Size of Stone R�l- -ADO Seepage Pits: Number 0 =R Ear - ►�`� zt�F Size: x 1 Stone Size: _ piping Size T e Building to tank 1% s6C8 'LAD =1L=�=� Tank to Distribution Box Distribution Box field/Pit 1� Opening Sealed Y/ /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 le Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS1Septic Inspection Report.doc January 28,2003 ----__�._____ FATTENS MILLS- ,.OIN`CA GAL.USHA, L. L. C. PATTENS MILLS ROAD DRIVER WLST FORT, ANN, NY 12801 ti TICKET ## 417639 DATg/T.XME PRODUCT, ; HAULER/TRUCK � -11��5/k4' .-�-_ __ _,��..� ________.�.---_y4a166�w .,-HAhZRIS, TF{EI1"H _�__'_ _ _w_ - 14:441 NY8' #2 STONE 017 84_AUTOCAR TRAC CUaTCJMFt I, UTY UNIT PRODUCT ROfCF AMOUNT. 7P�846M �--, -- ---__ ._._...._�.-�-�"1;,,1.�hN �� -TONNYS #2 STONEY__--____ FREIGHT PICK UP C I., as ,Tooay: 2. ZONE , t t :Today a �+1. 00 TAX WAS' TOTAL METRIC- F°AUNDS TONS ' CRON I N RD - ___ _.�___-____-_.�__ G"S 34:29� . ,75600 37. 80 4T�IA E 5. 15 .33400.. 16. 70 ITT 19: 14 fi ''1 2101 i W HMA87EF?°a DICK ' _.-:.s...,'._.-�v_-�_r-r:-•>=-e '.^-•--. -, -.' _ :-y-.......,v-.. ,. -- .«•;--"''a "''sac ""'`_"'.'"'*'�.s+-' PATTEN8, MILLS JOINTA GALUSHA, L. L. C. = _- --- .(516) 798-5029 PAT TENS MILLS ROAD DR I V t . -WEST' rOFJ T ANN, NY' A;9O1 TICKET # • '417 626 'e'- DATE/,TIME PRODUCT J ;HAULER,/TRUCK j -------------- 11/0,5/04 ' c: "49166 -HARRIS, KEITH 12:22 NYS -## 5 T ONE �Zi 17 84 AUTOCAR TRAC 1 CUSTOMER OTY -..UNIT-- PRODUCT ,PRICE {AMOUN� '. .7�6'4�� -;-��» 9''��TgN '•-NYS-#�-STaP,�E----• fF__.�__ �-__w _:_ -�� to Y9' CRONIN FRIGHT PICK UP ` t Loarjl-s 'Tadao►a 1,F ZONE O y. Tray i . 9i TAX WAS - ------- —= --- i --_.-._..__- ---- __... --- -------- POUNDS TONS CRONIN RD — — - r----- --- __—ri DROSS 3- . 2'0 2►�0 ~36. 60 ,. TARE, 15. 15 33400 1C-,.70 � , 1, Septic Inspection Report Office No.(518)761-8256 Date Inspection r ues re ive _ Queensbury Building&Code Enforcement Arrive: am/p part: k a pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �-1 A�F P NO.: ZO O — LOCATION: _= 1 YA CR O iJ 11,) ECT ON: — LL RECHECK: Comments and/or diagram Soil Type: an oam Clay Type of Water: unici a lVell Water Waterline se aratlon istance ft• Well separation distance ft. Other wells: ft. Absorption Field: Total lengthLen h of each trench De th of trenchesSize of Stonei&i Se a e Pits: Number �� =( o6K tJ` v"' Z— Size: x _ _ __ Stone Size: pG1 i� �l�� - Piping Size Type Buildingto tank �� t=tz) � Tank to Distribution Box o Distribution Box Wield ield/Pit U VHF, Opening Sealed Y/ /Partial Location/Separations a ==- Foundation to tank ft• F Foundation to absqr ption ft• = ' , � °`� Pc �J Separation of Pits - Conforms as per Plot Plan Y ZLNh Location of System on Property: . Front Rear Left Side Right Side �IefrontMiddle Rear System Use Status: Approved ,,Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:1SueHemingway\Building.Codes.Inspection.FORMS\.Septic Inspection Report.doc January 28,2003 � -d etiv - Rough Plumbing / Insulation Inspection Deport Office No. (518) 761-8256 Date Inspection request /Queensbury Building& Code Enforcement Arrive:742 Bay Road, Queensbury,NY 12804 Inspector's Ini al - NAME: #0w,c� V- LOCATION: CZ 114 -;?cy 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 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water.Supply Piping Cooper Commercial CPVC,Pex One and Two-Famil usulation% esidential Check/ Commercial Check Pro er ent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\Building.Codes.Inspection,FORM S\Rough,Plumbing Insulation Report.doc November 17,2003 Septic Inspection Report ' Office No. (518)761-8256 Date Inspection r ues recei (l G Queensbury Building&Code Enforcement Arrive: am/p art: . a 742 Bay Rd.,Queensbury,NY 12804 - Inspector's Initi NAME: 'ti NO.: - �" c. _ LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil TYPK. San ay Type of ici a /Well Water — 1ST LF,AC-4 L t �� GL.0.SF TT Waterlines aration i ce ft. Ho Well separation distance ft. C Other wells: ft. � Absorption Field: Total length ft. �E Len of each trench i�t. M A L L 6 1 o tjE_ F_&_%j i� j p - De Depth of trenches - ft. p Q� v To � `F Size of Stone �j Seepage Pits: Number . x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Fje4/Pit Opening Sealed: Y N artial Location/Separations Foundation to tank ft. Foundation to absorption Separation of Pits fy Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front dle Rear System Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&c Code Enforcement Arrive: amM pait: rn/pm742 Bay Road, Queensbury,NY 12804 Inspector's Initials 14 NAME: ,Q PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: �=� 1 Y N N/A rast C: R-1,R-2, R-3,R-4 Drain/Vents Iron, Copper Drain/Vent/ Comm. m ' ent/Vents in Place ou h Plumbin /Nail Plates 1 % inch min.. Drain Size ,,Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout eveq 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct!Hot Water Piping Insulation If required unheated spaces Combustion Air S!!pply for Furnace Duct work sealed properly/No duct tape COMMENTS: 4i6p &—owe&' ! <% 1A , 6A S C� r L.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 ` Rough Plumbing / Insulation In i � (� s ect o n�e ort Office No. (518) 761-8256 Date Inspection request e ved- o4 . Queensbury Building& Code Enforcement Arrive: pm art: ` 742 Bay Road, Queensbury,NY 12804 Inspector's Init' Is- NAME: PERMIT #: LOCATION: y` INSPECT ON: D TYPE OF STRUCTURE: nA ,3 Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial CPVC,Pex One and Two-Tamil Nnsulahon Residential Check/ Commercial Check ro er Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air S!!pply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report V �S- toad Office No. (518) 761-8256 Date Inspection r ques re el ed: 1 L 3 Queensbury Building& Code Enforcement Arrive: rn/ art: a m `I 742 Bay Road, Queensbury, NY 12804 Inspector's Initi Is- NAME: l �' PERMIT#: p2 U`7 7jq LOCATION: Cil INSPECT ON: p TYPE OF STRUCTURE: / v � r4Z Y lv / Framing COMMENTS 1 ' uds/Heade s / Bracing/Bridging V/ 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 L 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 1, 2, 3 hour ire wall 2, 3, 4 hour o' A�,�✓`� ' `7`� 1 Firestopping Wf�&�M—VPenetration 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 grad 5.0 sf grade LASueHemingw•ay\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 2— oQ �� t 9 0 Rough Plumbing / Insulation Inspection Report Office No. (51 8) 761-8256 Date Inspection request ece ed: lib✓ , �� Queensbury Building& Code Enforcement Arrive: pm D rt: b 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: NAME: PERM #: C>A LOCATION: 1 INS CT ON: �✓� �`f TYPE OF ST Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place / ou umbin� Nail Plates 1 % inch min. Drain Size v Washing Machine Drain 2 inch min. \� Head or Air'Supply Test Drain and Vents 7 /.� 5 PSI or 10 feet above highest -� connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial �� Cooper, CPVC,Pex One and Two-Fa z* y Insulation/Residential Check/Comm rcial Check Proper Vent, Attic Vent Duct/Hot Water Piping Insulatio If required unheated spaces Combustion Air Supply for FurAace Duct work sealed properly/ ,6 duct tape COMMENTS: LASueHemingway\l3uilding.Codes.Inspection.FORM S\Rough Plumbing Insulation Repo t.doc November 17,2003 V Foundation Inspection Report ,t/�/ '• Office No. (518) 761-8256 Date Inspection request received: 101).5W Queensbury Building&Code Enforcement Arrive: am/ i Depart: a'�m/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:ki NAME: _ _ &tAt _ PERMIT#: e CCU ` LOCATION: J %n, INSPECT ON: TYPE OF STRUCTURE: S ED Comments 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 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 NIP" : 51g Under Slab V /Cast/Copper Foundation Insulation Interio /Exterior R- Rough Grade 6 inch drop within 10 ft. L:1sueHemingway\Auilding.Codc,Inspcetion.BORM,111 n a i specdon Report.doe January 28,2003 � DC, ��y B P 2— vuy Framing / Firestopping Inspection Deport / �l Office No. (518) 761-8256 Date Inspection ague t r cei ed: Queensbury Building&Code Enforcement Arrive: ,airl/p epart: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initi '` NAME: U C ti PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE:( Z �F '✓ 4raming Y N N/A COMMENTS✓IIENTS t_NA .�+ `=Ltd pdz �, 2t Jack Studs/Headers Bracing/Bridging / 1 �-i -�11 �� Joist hangers Jack Posts/Main Beams &o ��\ t�� Exterior sheeting nailed properly f F 12°' O.C. Headroom 6 ft. 8 in. U Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 gauge (8) 16D nails each side Draft stoppi 1,000 sq. ft. floor trusses Ncho olts 6 ft. or less on center > and snow shield 24 inches from wall =t L( Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHeminew•ay\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection r?4FF ed: O I O Queensbury Building&Code Enforcement Arrive: aDepart: am/ 742 Bay Rd., Queensbury,NY 12804 Inspector's InitialNAME: P4 LOCATION: _ �— _ INSPECT ON: 0 100 run— TYPE OF STRUCTU .S F-D 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_pr ose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: T 12 inch width 6 inches above footing 6 mil p lyfor 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. LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspectio equest r ce' ed: Queersbury Building&Code Enforcement Arrive: any pm epart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Inr Ia s. NAME: 11��' .,KNIT#. _ LOCATION: _ �J l✓� ; � _ IN, ON: — — TYPE. OF STRUCTURE: Comments 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 Rei rcement in Place oundation Dampproofing ",� undation/Waterproofing 10 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. LASucHemingway\Building.Codes.Inspection.PORMS\1'oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date InspectionfERMIT tece, Queensbury Building&Code Enforcement Arrive: epart: a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi 04 NAME: _ _ Q� #: LOCA'CION: sn IN'SPECT ON: —6 T TYPE OF STRUCTURE: Comments ----- y N N/A Footings Piers _ Monolith4c Slab Rein£ &cement 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 Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspecti on.FORMS\Foundation Inspection Report.doc .January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvp8 p Dep rt: _ an-L/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:—H v� NAME: „ PERMIT#: " LOCATION: _ _ INSPECT ON TYPE,OF STRUCTURE: S F- Comments Y N N/A Footings Piers ^� Monolithic Slab Reinforcement in Place — The contractor is responsible-rot- providing protection from freezing for 48 hours following the placement of the concrete. Materials for this puTose 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 SIab 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 Town of Queensbury Fire Marshal /�1 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 7455-4437 Factory Built Gas Fireplace/Stove Lnspection Report Notice:New York State requires that all UL misted,factory built appliances be installed according to the instructions specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufac rer's instructions or specifications is allowed. " Permit# v chedule Inspection Time 9` I 1 In anytime Inspector CName Address �l vl �� Rough In Fin — Appliance Manufacturer- —i� �—— �� Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Mall Insulated - Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration �. Vent Clearances to Combustibles / Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White—EulldingDept, —,__ ~ �— -Yellow Custic ater Pink—Fire Maxshal June 4, 2004 Daniel W. Ryan, P.E. Hayes.Construction Group 395 Big Bay Road Queensbury, NY 12804 �O 18� Town of Queensbury /NcO��S6U Building & Codes Department 742 Bay Road Queensbury, NY 12804 RE: Building Permit Application for lot on Cronin Road We are pleased to submit the following percolation test results for the above referenced project. Location Percolation Rate Front Center 2 min. 40 sec./inch Please do not hesitate to call if you have any questions. I can be contacted at 361-2618. Thank you for your time.and consideration in this matter. Sincere) L , Daniel . Ryan, P.E. OF NEWY �P L q y O . LU �pA No 9 060 �2 ROPES S 10�� PROFESSIONAL SEAL November 11, 2004 ` Q Daniel W. Ryan, P.E. 10 Kimberly Lane Queensbury, NY 12804 Town of Queensbury Building &Codes Department 742 Bay Road Queensbury, NY 12804 RE: Revised Percolation Test and Septic for 214 Cronin Road I am pleased to submit the following percolation.test results for the above referenced project. Location Percolation Rate Front Center 1 min. 52 sec./inch Additionally, I have attached the septic design for this location. Please do not hesitate to call if you have any questions. I can be contacted at 361-2618. Thank you for your time and consideration in this matter. Sincerely f - Daniel W. Ryan, P.E. OF NE ,I- 0 2 � m l. . w N OFFS S 1 OAP PROFESSIONAL SEAL s PROPERTY LINE 15' MIN. SEPTIC DESIGN WELL S7REq►y WELL POND LOCATION: 214 CRONIN RD. PERCOLATION RATE: 1MIN. 52 SEC. I APPLICATION RATE: 1.2 GPD/SQ FT NO. OF BEDROOMS: 5 MINIMUM SEPTIC TANK CAPACITY: 1500 GAL PDRY WELL DESIGN FLOW RATE: 550 GPD i (ASSUMING NEW STANDARD FIXTURES) 100' MIN. i TYPE OF SYSTEM: ABSORPTION TRENCH I . I 1 00 MIN• I 100' MIN. I REQUIRED TOTAL LENGTH OF ABSORPTION TRENCH: 10, MIN. I H U 230 FT 20' MIN. G R G 00' MIN. I SEPTIC TANK I I I I a I �0F NFL I I I DISTRIBUTION BOX • I I I I Q 92�� 50% EXPANSION I I I 10 MIN. ABSORPTION FIELD I N� -- -- -- -- �,o �O. 07906� SEWAGE DISPOSAL LAYOUT R°"FssloNP�" NOT TO SCALE NOTES 1. TILE FIELD TO BE 100' OR MORE FROM ANY 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' AWAY FROM SEWERAGE SYSTEM. OR MORE FROM ANY WATER LINE UNDER PRESSURE. 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL 2. FOR SEWAGE PIPE BETWEEN HOUSE AND SEPTIC TANK WITH CONTOUR LINES. USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 PVC WITH CEMENTED JOINTS. REVISED DATE VISION Engineering and Construction, UC _Septic System 10 Xbnberly Iene, Qeeenebmy, N.Y. 12804 DWG 1 PHONE: M-9284 Noor STANDARD CONSTRUCTION of 3 DETAILS TOPSOIL FOR SETTLING EARTH BACKFILL SLOPE TRENCH I' UNTREATED .BLDG. PAPER BOTTOM ° OR STRAW 1/16" — 1/32" %o°°rp y , •8° :°Oep 18-sub PER FOOT m' DISTRIBUTOR PIPE — 6'-0" O.C. CRUSHED STONE OR 4" PERFORATED\ WASHED GRAVEL PVC LATERAL 3/4 TO 1 1/2 N BEDROCK, IMPERVIOUS LAYER, OR NOTE: LENGTH AND LAYOUT OF FIELD EVIDENCE OF HIGHEST LEVEL OF SHALL BE BASED ON DESIGN SUBMITTED r-o• GROUND WATER BY PROFESSIONAL ENGINEER LEACH FIELD SECTION LEACH FIELD PROFILE p. N.T.S. NOTEI. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED OR P D� �.1\EL W. T.S' GROUND SURFACE LOCATION STAKE 2. ALL LATERALS T0,BE OF EQUAL LENGTH. * QP f i MANHOLE COVER MANHOLE COVER y SCHED. 40 SCHED. 35 N ' `U3 INLET r n OUTLET RING BOLTS �`a o 79060 �� .O (7 LI VE QUID R----- ssIONP`-� SANITARY TEE m INV OF INLET I INLET r 2. ABOVE m SANITARY TEE (SLOPE 1/4 U INV OF OUTLET' u PER FTLOPE.) OUTLET " PRECAST SEPTIC I I I I I I ( PER FT.)8 TANK "�I 20 IMIN. L J ` ? BAFFLES MAY BE '� B USED INSTEAD OF X ;+ v SANITARY TEE NOTE: TANK SIZE BASED ON DESIGN SUBMITTED `/�`/- MIN. 4" SAND OR PEA BY PROFESSIONAL ENGINEER SEPTIC TANK SECTION GRAVEL WHERE REQ'D SEPTIC TANK PLAN N.T.S. N.T.S. REVISED DATE VISION Engineering and Construction, UC Septic System IU»>a>b 4ne, Quaw>W, N.Y. 1NO4 DWG . 2 more. M-w" STANDARD CONSTRUCTION OF 3 DETAILS CONCRETE OR STONE MARKER ABOVE ALL A. BURRIED COVERS RECOMMENDED. SEPTIC TANKS INLET BAFFLE 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 12" MIN. COVER OVER STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE ALL STRUCTURES AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 8—HOLE DISTRIBUTION 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR ',— BOX GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. MIN. SLOPE 1/8" PER FOOT ALL OUTLET INVERTS *%-SAND OR TO BE CT SET AT N EXACTLY THE SAME DISTRIBUTION BOX GRAVEL ELEVATION. (USE OF SPEED LEVELERS NOT TO SCALE ENCOURAGED) INSTALLATION OF DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACCORDANCE.WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. OF NEW y 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. OP��E RY 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING ° w 1M PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE � -1. w EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND (P OTHER WASTE MATERIAL IN THE STONE AND PIPE. 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE �O �0. C79060 RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT ROFESSI��A� CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID WITH THE HOLES DOWN IN ALL CASES. 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. REVISED DATE VISION Engineering and Construction, LLC Septic System 10 Himbaly Lane. Qu"wbwy, N.Y. IN04 DWG G 3 PROBE: M-9m STANDARD CONSTRUCTION of 3 DETAILS 7-1t CA.,r'l.-J /4-V Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc Data filename: C:\Documents and Settings\Dan Ryan\My Documents\Hayes Construction Group\Projects\New Folder\214mcheck.rck TITLE:214 Cronin Rd COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:07/26/04 DATE OF PLANS: 7/19/04 1 ECr—jv Q COMPANY INFORMATION: Hayes Construction Group Jl)L `� B 2'004 TOWN()F QUEENSBURY COMPLIANCE:Passes BUILDING AND CODE Maximum UA=595 Your Home UA=477 19.8%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 1373 30.0 0.0 48 Ceiling 2: Cathedral Ceiling(no attic) 200 30.0 0.0 7 Wall l:Wood Frame, 16"o.c. 1495 19.0 0.0 77 Window 1:Vinyl Frame:Double Pane with Low-E 114 0.360 41 Door 1: Glass 74 0.320 24 Door 3: Solid 20 0.140 3 Wall 2:Wood Frame, 16"o.c. 1536 19.0 0.0 82 Window 2:Vinyl Frame:Double Pane with Low-E 177 0.360 64 Wall 3:Wood Frame, 16"o.c. 240 19.0 0.0 11 Window 3:Vinyl Frame:Double Pane with Low-E 28 0.360 10 Door 2: Glass 34 0.320 11 Basement Wall 1: Solid Concrete or Masonry 860 0.0 10.0 75 Wall height:7.8' Depth below grade:6.5' Insulation depth:4.0' Floor 1:All-Wood Joist/Truss:Over Outside Air 76 30.0 0.0 3 Floor 2: Slab-On-Grade:Unheated 30 10.0 21 Insulation depth:4.0' Furnace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, +specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attestine that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are i ompli c -th this Code. Builder/Designer Date 2 IF NtltV 43-v O� ,o �O. 0790613 R°FEs S I ON P� `REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE:07/26/04 TTTLE:214 Cronin Rd Bldg. I Dept. I Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] I 3. Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry,7.8'ht/6.5'bg/4.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that I covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I Windows: [ ] I 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] I 3. Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Glass,U-factor:0.320 Comments: [ ] 2. Door 3: Solid,U-factor: 0.140 Comments: [ ] I 3. Door 2: Glass,U-factor: 0.320 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: [ ] I 2. Floor 2: Slab-On-Grade:Unheated,4.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. E l 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: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ } Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on I 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. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I 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). E ] I 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. [ l I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I 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. Cn.vrinn Wn4n.•Ann4Cnn• •[ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. w 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) N AYE 5 C ,�5-W(JC T7YJ o r S F,l,,-�,A F-RoNro POSED p C6tT ,,�, [V O 49.'38. ` r p` 408 W AA .. `AiN (31 o C/- CT tp+ \ ZCD m►J 4oSEC r O —+ ✓ ,41�o 00 O O Tm%1WostE \h. Ta gemA rJ 25� 4M 47' S84'04.40"E m CRONIN ROAD .. rn lY - rZ - 13- I - 3 3