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2004-902 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256. CERTIFI CATE OF OCCUPANCY Permit Number: P20040902 Date Issued: Thursday, February 16, 2006. This is to certify that work requested to be done as shown by Permit Number P20040902 has been completed. Tax Map Number: 523400-266-003-0001-034-000-00.00 Location: 85 'WILDWOOD PI Owner: DAVID & REBECCA PELCHAR Applicant: DAVID PELCHAR This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY. 142 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040902 Application Number: A20040902 Tax Map No: 523400-266-003-0001-034-000-0000 Permission is hereby granted to: DAVTD PF,T,CHAR For property located at: 85 WILDWOOD PI 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: DAVID &REBECCA PELCHAR 59 HARRISON Ave Fireplace Garage-2 Cars d GLENS FALLS, NY 12801-0000 Sinle FamilDwelling $185,000.00 Total Value $185,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency JAMES HATHAWAY 826 ROCK CITY Rd BALLSTON SPA. NY 12804-0000 Plans&Specifications 2004-902 HOUSE# 85 WILDWOOD PLACE 2004 SQ FT SINGLE FAMILY DWELLING $302.88 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,April 20, 2006 (If a.longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow eensb-0 n day,April 20, 2005 il SIGNED BY - for the Town of Queensbury. Director of Building& ode Enforcement Building Permit Application Town.of QueensbuIy - Dept. of Community Development, 742 Bay Road, Queensbury, NY 12804 1761-82561 BUILDING 8, . CODE ENFORCEMENT NOTICERequirements prior to issuance A permit must be obtained before of this permit: PERMIT FILE NO. Z beginning construction. No inspections PERMIT FEE PAID$ will be,made until applicant has received ❑ Zoning Board Action a VALID BUILDING PERMIT. All Area /Use RECREATION FEE PAID$ applicants' spaces on this application MUST be completed add•the signature ❑ Planning Board Action REVIEWED BY: of the applicant must appear on the SPR / Subdivision /Other �ppBulkling Leepector lication form. nm,k,.w. Recreation Fee Payment Applicant: David T, Pelchar Owner: Same Address: 59 Harrison Ave. Glens Falls,N.Y. Address: Same Phone # ( 518 ) -793 - 1922 -_ phone # ( 518 ) 796 _ 9696 (cell) ----- ----- ------- Property Location: Wildwood Place Subdivision Name: Grant's Acres ,(Phase two) Tax Map Number 266.3/ 1 / 34 Section Block I.)t NATURE OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE X New Building: CONSTRUCTION: $ 185,000 residence / commercial Addition to Building: residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building residence / commercial X Single Family D EG E1V��j Residence / Commercial Two Family Dwelling LJ no change to. exterior size Family Dwell*�p�g Office rYt1b 1 2004 Other Work (describe below) Mercantile MOWN OF Manufacturing BUILDING UEENSBURY Other AND CODE GROSS AREA OF PROPOSED STRUCTURE: If ADDITION, what will use 1st F.loor. . . . . . . 1276 sq. ft . of new addition be? : 2nd ,Froor. . ... . . . 7�23 — sq. ft. Other Flouts . . . . 0 sq. ft. (not unfinished cellar or basement) ACCESSORY BUILDINGS: Detached Garage 1, 2 car f TOTAL FLOOR AREA: 2004 SQ. FT. X Attached Garage 1, n car .�i o�-1 �f.f Private Storage Bul-lding wl SIZE OF NEW STRUCTURE: Commercial Storage Building 28' FEET X 70' FEET Other Foundation Type: Poured Concrete Will any second-hand or ungraded . Number of Stories : 2 lumberNobe used? If so, for what? (habitable space or►�ly) Height (grade to ridge) : 25 feet TYPE OF HEATING SYSTEM: Number of fireplaCe?s and/or woodstove (circle all whichPas'eboard lies) to be installed:_ 1 Electric / Oil / Gas) / Wood Forced Hot Air / / Other Person responsible for supervision of work as regards to building codes is : Jaynes Hathaway 82.6 Rock City Rd Ballston Spa, NY Q�� jfv�' �73� Name Addresss Phorr��e Builder: James Hathaway 3C�S-7739 Plumber: Builder Mason: Jeff Mann Pickle Hill Rd Queensbury. 793-9694 Electrician: Builder DECLARATION- Please sign belmv 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, an AS BUILT PLOT PLAN by a licensed surveyor; drawn to scale, h�owfing actual location of project on premises. Signature: Q�t�tiV - kcmv er owner's agent, architect, contractor) DISTRIBUTION BOY. .AS MFG. BY FT. MILLER CO. SIZE 1A- 151lx21"x 13"HIGH ---6 KNOCKOUTS SIZE 1B- 15"x29"x 13"HIGH KNOCKOUTS 4: . 1 TILE FIELDS 5 minute rate* for lots 41 , 42, 43, 45 & 46/ Number of Bedrooms Flow Length of Trenches 3 450 187 4 600 250 5 750 312 Q minute ra.tde fo,r loot 32, 33, 34 & 36 Number of Bedrooms Flow Length of Trenches 600 31-3 5 750 417 15 minute rate for lots 39, 40 & 44 Number of Bedrooms Flow Length of Trenches - =J` 3 450 281 4 600 375 5 750 469 ,L e4' �` fill - lots 35, 37, 38 and 39r Check Residential Plan Review: One & Two Family Dwellings Y/N/N/A ( Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plan :9 —Floor Loads 40 psf and Snow Load leeping 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. �/���� ,L�cc ✓ �.4-�C (/v/�17 , �� , 24"(h)x 20"(w)min. N ,7 Fj"��a 44"Max.Heigh t above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK�� Dampproofng/Waterproofing Materials On Plans �I Foundation Drainage On Plans,if required M 6"Drop in 10'Exterior Grade naming Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where d� Required + Ice and Snow shiel 4 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors �'G--5 Stairway Headroom 6' 8'All Stairs 36"Widtl Stair Run and Rise Winder Run and Rise Spiral Not Allowed From 2°d Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides 6;j*'a Adam/_ © Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required AreasC Garage Fire Separation cm ` ' Garage Floor Sloped Attic Access 'Roof over 30"—22 x 30"/Crawl Spac 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 Job Site Address: Wildwood Place Tax Map## 266.3-1-34 Date: 11/05/2004 David T."Pelchar Owner: ,Application No. File No. t-J WINDOW SCHEDULE .r--na'" T^T°�SA,^� :+@.z.7 �'.^"{4bt-. ....'C+'7'„l� r .•t�,'f,w'1T.;... .; :',h;..t..�=`• '-Y... Window Window Mfg. Window Unit or } tiigr � T r$ T Qf Ctler Clear Special Hardware or C c y f too r ., Opre i1y rd!,t,yy av,XL�f,�,.c J?!GG k raa,ta.att 5G^C.tS�aa 455a5C.p c C ri�0ex((✓E.nAV.5tt:Gat rbt r1 tn° .tt'..laa.ts srj�l�,'�Jt t„s�'t.b2.�t y�1 d�ugdC hi coy iu�s�a,4,p,>r_s�38x E CimoC kr ta 9t�.an absr a/a-tyP fc e, az12 a tat��a5 c¢{55�1pV 1 c` InstructionsNumber or Name Model Stock - Or Type Number on v uCall SizePlan e t' 1 ANDER50N Casement CN23 3'S 1/4' 3'0 �" 7.00 6.20 2.20 10 3/16" 2'7 1/16" 2 " Tilt Was TW2642 2'8 1/8' 4'4 7/8" 6.20 4,33 4.31 2'3 7/8" 1'10 DH 4" 3 Tilt Was 792021 2'2 1/8' 3'0 7/8'' 3.70 2.18 2.17 Dit 1'9 7/8" 112 " 4 " Tilt Was �W2652 2'8 1/8"5'4 7/8" 8.30 5.49 5.47 2'3 7/8" 2'4 4" 5 Tilt Wash W2652 2'8 1/8" '4 7/8" 8.30 5.49 5.47 2'3 7/8" 214 4" DW 6 IT Tilt WashW2036 2'2 1/8" '8 7/8" 4.70 2.79 2.77 1'9 7/8" 116 4" 7 ,. Sliding,.a G6068 6'0" 6'8" 23.78 14.59 14.59 2'3 7/8" 6'3 3/8 sublg(. bovk Jiti g' IT Tilt Wash 34410 3'6 1/8' 70 7/8" 12.60 6.93 6.91 3'1 7/8" 2'2 4" 9 DIN Tilt Wash 3046 3'2 1/8" +'8 7/8" 10.30 5.73 5.71 2'9 7/8" 2'0 4" VIL 10 Tilt Wash 3046 3'2 1/8" '8 7/8" 10.30 5.73 5.71 2'9 7/8" k1O " -THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES {" Y ''J i 4 �. s•1"flilml 1 ;:. & � =l. .? ;Atlit ersret � .1`r e w�. 3�; ;1f3 1�34r r,�r. rN.r3a � f c r a �st, �1,/1.6" ,v" F: -': Glazin' b 4' \ :rC�.^✓1' k� +n�. ""� .... 4�.•.'SDt�..4l..E ., e..P L:\SueHemingway\Building.Permit.FORMS\Window Schedule.doe -Job Site Address: Wildwood Place Tax Map# 266.3-1-34 Date; 11/05/2004 Owner: David-T. Pelchar Application No. File No. Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent Actual Sq.Ft. Remarks Room Room 8%of Room Light. 4%of Room Vent Opening for in Area Square:. Area Square Egress Square Footage Footage Feet Dining 147 11.8 39 5.9 19 20.97 Kitchen 132 10.56 10.86 5.28 5.4 5.62 Living 306 24.5 31 12.26 13.6 5.13 Master Bd 213 17 21 8.5 10.24 :S..,S }7 Bed 1 169 13.5 19.6 6.75 9.96 4-7Z. Bed 2 .. .121 9.68 9.8 4.84 4.98 -'—5 Bed 3 121 9.68 9.8 4.84 4.98 4:�75_ L:\SueHemingway\Building.Permit.FORMS Wat.Light.V entil.Calculation.Sheet.doo o . WINDOW& DOOR LIGHT/VENT EGRESS SCHEDULE ROOM NAME S.F.AREA LIGHT LIGHT VENT VENT SO.FT.OPENING REQ'D 8% ACTUAL REQ'D 4%o ACTUAL FOR EGRESS Dining room 147 11.8 39 5.9 19 20.97 Kitchen 132 10.56 10.86 5.28 6.4 n/a Living room 306 24.6 31 12.26 13.6 5.47 Master Bedroom 213 17 21 8.5 10.24 5.47 Bedroom 1 169 13.6 26.93 6.75 16.71 5.71 Bedroom 2 121 9.68 10.3 4.84 5.73 5.71 Office 121 9.68 10.3 4.84 5.73 6.71 Future room n/a n/a n/a n/a n/a n/a Pelchar Residence, Wildwood Place Fire Marshal's Office Town.of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas.appliances Date V. , 20 r 41 Permit No. io r Application is hereby made to the Building& Codes Office for the issuance of a Building and.Use Permit pursuant to-the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to per form required inspections. NOTE to applicant Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: Stove: wood coal pellet gas Fireplace insert Address: c + rcr�k� f4 _ Fireplace, factory-built: wood C�E_ Fire lace, masonr wood ass Furnace: wood gas , oil Phone: "�`��_.:-1 C..��• If non-masonary applicance, please provide Owner: Q,=, a I. Manufacturer Name: Address: r Model Number: Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue the steel size: inches . Exact Address: f �J4 of construction or installation Factory-Built ,,�- d - ,, Manufacturer name: Model Number: Note: Listed By: Number: Construction/Installation must con orrn to NYS Fire Prevention &Building Indicate (circle) chimney material: Code. Consult available Town of Queensbury "...., Handouts regarding required inspections. Dbuble ivall / Triple wall / Insulated /,I'Direct ventill Chimney Liner � Ca�.fer'�et,Depaz�m�ut—3':os�rr� of Quc�e�sbuzy, Ne�7[�or.I�: Fire Marshal Code# $Collected S Refunded Received fi-om (refin,ded ro):�N_ 1 address: A 173 3389 (190) Public Safety cl A 233 2655 (230)Minor Scales DATE: ...•.•-•-°"�'�wl�i�2o- I owr., (iGlitlo o2�C�r�w�a t"' White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dept.) O /l ' Application for Permit�-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ...................................................................................................................................... : Office Use Location of installation:�r�T -�i File Permit No. Tax Map Nil .� ! f l -�✓ p1 Fee Paid Owner's Name: f ELC L{i r"i zD Address: I L-61400-'s PL ACE (Cl/ 7�-y-o Z6-5 2. INSTALLER'S NAME : �k✓rr s ��ns� C-�rti PHONE NO. fz'21J7' 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 = 9 -presen -' x 110 gal/bdrm = t Garbage Grinder Installed yes! / no , RECEIVEU�, Spa or Hot Tub Installed yes_ ./ no NOV 15 2004 4: PARCEL INFORMATION: (circle applicable information&indicate measurements)TOWN BUILDING AND CODE Y TorLQP-rai)hv SoiLNature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat san at what depth a at e jum zc,Dal olling loam feet feet well Steep slope clay if well;water supply %slope other , from any septic-system depth: absorption is j� ;_fft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate.' minute per inch 5cy,617(v c 110A) 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 25.0 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: gallon (min. size 1,000 gal.) 4a i) 1 Tile Field: each trench SL� ft. Total System Length: — ft. Seepage Pit(s): number of size of each: -,Q—ft. by ft. Size of Stone to be used: #�_ / depth or thickness feet i Bed System Size: _�� x Z S 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 Opeensbury Sanitary Sewage Disposal Ordinance. 7sz-zt S t Signat of responsible person ate KnAmpra.laarz 14OL.�o3ru v-�xns dx��s - •� .......... +•I 1%CAI cx,�try CL 1 12 :�►I,W��IEv"'alIif•Man W(�I,I,`V2l.VcI;lIS t'I�[��II�►I ;�31V , � ;) x Iltuacicl� . �.11ulmuaan2? jc� unu�,l.� . ' • Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745.4437 Factory Built Gas Fireplace/Stove In'snection-Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructi s and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's r� instructions or specifications is allowed. `-� qO p V Time sp Permit edule Inspection (ll anytime .in ector Name ���,�_Address � `�v 1 I d )j � Rough In Final_ Appliance Manufacturer Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated !� Yes No N/A Comments Floor Protection Y �� wxs ` Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height mast 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 Vp opening Witness Operation Tank Placement(if LP) White—Building Dept. � � - 1'eliow Cast er Pink—Fire Marshal COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.0, Main Office 176 Doe Run Road-Manheim,PA 17545 Cj MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL J 93954 �` Permit No........................................Cert. N- Cut-in Card No................................� Owner....... .:.... �il .......... . n........................................................................................... Location.. �'C�(s......PLC%D,�u/r .,l�................................................................. J .............. Installation Consisting of..1V(,.J-w.... lit ( �� ���v........... ............. .. ......... .................................... ................................................................................................................................................................................... ..............................�..................................................................................................................................................... Installed By.... ...`..Afi-r l- A.Y..............................Lic.No.................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki ' spections at any time, and if its rules are violated,the Company shall have the right toe ke thi .ce ificat Date... �lG..1� .................. INSPECTOR............................................................................................. Member N.F.P.A..I.A.E.I. Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: 3 3 am/ // epart: am/pm Date Inspection requ received: Inspector's Initials: . — NAME: nPERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road n Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete PIatform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate _ Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 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 Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure G2 r l �v Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker —71� ku$sL_ Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O [Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: �' r'LU am/pm epart: am/pm Date Inspection re est received: Inspector's Initials: �p k NAME: PERMIT#: LOCATION: as 7 ,X�od DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road �'— Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches ��U Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet JJ 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 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 Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents AA Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/D [Temporary Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: �4A, -V C LOCATION: w 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 be90 Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc I MAP REFERENCE: MAP OF OHASE TWO GRANT ACRES A SUBDIVISION FOR EDWARD GRANT DATED DECEMBER 31, 1986 LAST REVISED MAY 1, 1987 BY VAN DUSEN & STEVES LAND SURVEYORS r \ I WETLANDS AS FLAGGED \ BY OTHERS. AND LOCATED � BY VAN DUSEN + STEVES \ LOT 35 W ON SEPTEMBER 14. 2005 \ Q sr��� F \FROM W � I LOT 34 WELL \ 161,133.54 sq.ft. \ r! 3.70 acres �� \ �\ 0C14 24t. 6' \ \ \ o N84°pG 10 uW EARTHEN DRI °o UTILITIES LOT 33 �?' ��` C' Sr r �- D u s Dates NOVEM ER 1, 2004 w 'UNAUIHOHREO AUFRAIiON OR AWInON To A IS AVEY �(�„)J�r �AIX "'s" Map of a Survey made for Scale 1'=50' NOW Y of IE W AT LAW.' laN�. 7HE NEW YCRK STALE EOUCA71Gfi LAW.' •��'^�y` y®A� Q/�-�+ q/��+ 'ONLY 004M fA M IM OWN&OF MS S W*r �..J V \..J V �.I s Y"RFffD WA1 AN OMQNAI Oi ilE l"!O SORLfYORs SLN.SI"ll 9E TO fE V,LLA,RUFF Ofi°IES' ^! lWO David T. & Rebecca E . Pelchar "S SURVEY vu�s KIP-RI ACOOR MM WTH 1NE �"\ SO EAN� � 3 9/14/05 FOUNDA 710N LOCATION a Y1 d Survey ors s LY o m PORK S 0 A85"Um OF PRaFES9pNI1 U1116 SURVEY�pRS SAO OFRiF1CAnOHS SNALL MAl OIrIY TO THE PERSON FOR%NW IK SURVEY IS PREPARED AID ON Na '""TO" ""`OOUPANY hMCK Me 2 12102104 PROPOSED HOUSE LOCATION 169 Haviland Road Queensbury, TO IK =`MS "S'"MM gjn $j"�. ^�° Queensbury, Warren County, New York SET 1 OF 1 New York 12804 T°�AS$ONfE$�F,NE EENOf(O INSnnInaN.• Town of 1 111301041 WETLAND LINE PER MAP REF. (518) 792-8474 New York Lie. No. 50135 Pt=LCttAR _j NO. DATE DESCRIPTION DWG. NO, 04273 C-1350 Town of Queensbury Fire!Marshal 742 Day Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory)wilt Gas Fireplace/Stove Mispection_Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit# !30 Schedule Inspection �'`Z� `(�J ( n Time }�� am pm anytime innspector Name � DA Address `J5`cJ I t I (�Ll�(lr� bough In—Final_ Appliance Manufacturer � - - _---Model# Direct Vent Factory Built Chimney Flue Size Double!Wall Triple Fall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) v t7'hok' ' 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) While—Building Mpt. —��i ____—_--- Yellow Cast er Pink—Fire NManhal Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: t� NAME: 9 < d PERMIT#: LOCATION: DATE: 10 TYPE OF STRUCTURE— Comments Yes,,No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches ,�-��/� �✓ �� �� Roof Complete/Exterior Finish Complete r-- Platform at all exterior doors _ l /J �� 3 y`' Guards at stairs,decks,patios more than 30 inches above grade a� 1/„l. St J iN Guard at stairwell at 34 inches or more p Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers 5 Grade away from foundation 6 inches with 10 feet 'err 6 inch clearance to sill late Gas Valve shut-off exposed/regulator 18 inches above grade so, Interior privacy!trim/doors/main entrance 36 inches �4*1 Bathroom/Kitchen watertight ��r cvhLp Z,, Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: F/ ` �((See- G~ Every level ./ Every Bedroom: (.( ` / Outside every bedroom area: / •_!� ;/�-rx Inter Connected: ✓ Battery backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft,150 s .ft.vents /��, -4 e,y Bathroom Fans,if no window L �` Plumbing fixtures hs Foundation insulation ��~~ z �:c� Floor truss,draft stopping finished basement 1,000 s .ft. �,, CX Emergency egress below grade / Gas Furnace shut-off within 30 feet or within line of site ��� Q� rsx cY e�G -�-rr Oil Furnace shut-off at entrance to furnace area a/ Furnace/Hot Water Heater operating Low water shut-off boiler r Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched ✓ l9 Garage fireproofing/%hour fire door/door closer � C/J-e Duct work Sealed properlyr Gas Logs in Sealed or Glass Enclosure Final Electrical Final Surveyy Plot Plan / �^ As Built Septic System/Sewer Dept.Inspection Sticker ✓ / 0,- Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0 [Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc / Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: � ` am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: j-wz-� NAME: Gk� PERMIT #: Q - D� LOCATION: -D(2- INSPECT ON: t O(�a TYPE OF STRUCTURE: tZ Y N N/A / Rough Plumbing / Nail Plates !) r<C— CkI4 , Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 3 pm Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: �-� 0-5 Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 'v/1� � l L� �� PERMIT #: 0`F- q/0 LOCATION: I<Ji/ o 1�1��'-�- INSPECT ON: II TYPE OF STRUCTURE: e� Y N NSA Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head for 15 minutes / Residential Check/ Commercial Check V Proper Vent Attic Vent ' s e—ui- tKL Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 to , � �!� Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: j,0 %D .am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: / ' .1.. �L "y NAME: ". PERMIT #: Ro� LOCATION: �33 C_-)c1 xu INSPECT ON: TYPE OF STRUCTURE: 's M Y N N/A Rough Plumbing / Nail Plates 31 PlumbingVent / Vents in Place . ( 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test ` , Drain / Vent /Head 1�f'5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure'Test Water Supply Piping Air / ead 1114, 50 F S.I for 15 minutes sulation / Residential Check/ Commercial Check ':;:W- ` " Proper Vent Attic Vent �t ` Duct/ Hot Water Piping Insulation If re uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: I _ tq, N LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: L- NAME: PERMIT#: 0 a LOCATION: 1 , (, INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS aming Attic Access 22"x 30"minimum Jack Studs/Headers m Bracing/Bridging Joist hangers A-) Jack Posts/Main Beams v Exterior sheeting nailed properly �� U����c" t " 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls r Metal Strapping for Notches Top Plate C✓� v S C7l hJ �� ���� I %z(w) 16 gauge(8) 16D nails each side / Draft stopping 1,000 sq. ft. floor trusses 1 i� Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour �LeAJG Fire wall 2, 3,4 hour FirestoppingA/6 ��� 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: t�A40 Queensbury Building & Code Enforcement Arrive; am/p D�Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: `ems NAME:- � PERMIT #: - c'Qa LOCATION: _S C' INSPECT ON: TYPE OF STRUCTURE: / N N/A o,ug h',Plumbing / Nail Plates PlOmbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction pressure Test rain / Vent � / �' A11 1V Head d Y®Z-O UeC- 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure:°Test 'ter Supply Piping Air Head P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February I5,2005 4 1 Septic Inspection Report Office No. (518) 761-8256 Date Inspection req s re i ed: Queensbury Building&Code Enforcement Arrive: epart: _am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: P TT NO.: LOCATION: - may_�-�; � SPECT 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. 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 Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report s-Buil Y N Location of System on Property: Front Rear Left Side Right Side Middl1FFr nt Middle Rear S stem Use S : Approved Partial Approved and needs to be re-inspected, please call the Building& Codes Office Disapproved Last revised 1/6/05 V "Z_ 4. '30 W I T, Y. 1E. 'y kv At n- 7 .4 7 v f at y. % IA is MAP REFERENCE: 4 MAP OF OHASE TWO GRANT ACRES R, A SUBDIVISION FOR EDWARD GRANT A DATED DECEMBER 31, 1986 LAST REVISED MAY 1, 1987 BY VAN DUSEN & STEVES LAND SURVEYORS WETLANDS AS FLAGGED BY OTHERS. AND LOCATED BY VAN DUSEN + STEVE!5 ON SEPTEMBER 14. 2005� LOT 35 to I \ �� F+I S-P 4 1 ha seen or ij!��,serve.d, or believe I sa,,N evidence of, e S e trees, flencer, etc., h 34 ave 1% 3L WELL P. np (IjS" 'F -set forth on the diagram. LOT 161co il 33.54 L 5 70 C( \ _. C)S 411V SIGNA'TURE iDT_E Q CW ` Q 241. G _ _ _ \ �\ V) I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL Few SURVEY.SHALL RUN ONLY TO THE PERSONS NNI THIS CERTIFICATION FOR wmom THE SURVEY WAS MtEpARED. AND ON THE BEHALF TO THE TITLE COMPANY- GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED, HEREON. N84.06, EARTHEN DRIV CERTIFICATIONS ARE 10.W ZE NOT TRANSFERABLE To ADDITIONAL 00 -0h, INSTITUTIONS OR SUBSEQUENT OWNERS. ­Ln I Ll I GO 6*nc- ?*oy, ope.-J.-V4 CERTIFIED TOv DAVID T. + REBECCA E. FELCHAR SARATOGA NATIONAL BANK + TRUST COMPANY. Sun(. ro&JK ?o b1simI&MOW IT'S 'Cox S SUCCESSORS AND NSSIGNS UTILITIES NORTHEAST INVEST A COMPANY qO K 113,m '3 ce"JrE't Ckr SU41OV4 book CERTIFIED rL LJF-LL MATTHEW EVE 501 TO r*..JK 107 W ELL TO LFt C-L6 DATED.SEPT EMBER 20. 200 17, OLT V AftEO 6*# '#J4 Ouff 70 34ALE 13 A SURWY Datet NGVEMBER 1, 2004 svR 12 A "OLAY"OF SECnM 7209.SU11-MMSM Z Map off a Su"ey made for& "�!10-SWE MjCAqM UJI., Scare 1'=501 *&T COMES FROM ft awn&or ms aw" 4, MAWD%M M Ma WX QF TEE L"9AWMn W&SUM BE CONSOMED TO BE V"VUE OMEV Ste-ves '=%qrA710fZ IND=7W 19MON SM"T"T n"SWVEr WAS W"AM IN ACOMAMX%W DIE ONNO CODE W FWME RN LAW MMM.am MWM David T. & Laiad ft INE NEw YOW STAX Assom-nom OF PRmusam ebecca E. Pelchar S- 1 surveyors L%V&M*-Mft—=WMARCHS WML Rua*&y -ill 4105 FOUNDA 77ON LOCA 77ON TO THE PERMN FOR WiM THE SM*-y is PREPARED,AM IM W BEHNY TO THE rmE CWPAm.ooveammAt Aamy No MMON 043nPATION LZM HEIMcK me 12102104 PROPOSED HOUSE L OCA 77ON TO INE ASSMEE3 CF INE UNMG mgmw 6100- 169 Haviland Road Queensbury, New York 12804 Town of Queens bury, Warren County, New York SHEET I OF I L(518) 792-8474 New York Lie. No. 50135 '1 11130104 WETLAND LINE PER MAP REF. PELCHAR 0. DATE DESCRIP71ON DWG. NO. 04273 C-1350 Septic Inspection Deport Office No. (518) 761-8256 Date Inspection r ques re iv. Queensbury Building&Code Enforcement Arrive: am/ epart: , ` pm.. 742 Bay Rd.,Q sbury,NY 12804 Inspector's Init als: NAME. IT NO.: LOCATION: ' , `'i r �Y - cz-az PECT ON: — RECHECK: _ Comments and/or diagram Soil T e: Sand(Loam/Clay Type of Water: Municipal ell Water Waterline separation distance ft. Well separation distance Other wells: ft. Absorption Field: Total length �v���FJ�T' Pc v,i l)F k Length of each trench w ft. \—1 ELF Depth of trenches — ft. Size of Stone 7— Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box �t Distribution Box to Field/Pit Opening Sealed• / /Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. L Conforms as per Plot Plan Y Engineer Report and As-Built Y ��� Location of System on Property: Front Rear Left de Right Side Middle ont Middle Rear System Use Stat, Approved Partial Approved and needs.to be re-inspected,please call the Building& Codes Office Disapproved Last revised 1/6/05 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm' A Depart: �n 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:A-1 NAME: �\ PERMIT#: 9 Q LOCATION: CT INSPECT ON: TYPE OF STRUCTURE: Vommeuts : N/A �� Footings Y N Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Mat , r this purpose on site. F o /Wallpour Rei orcement in Place undation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Boil ding,Codes.Inspection.FURMSWoundation Inspection Report.doe January 28,2003 Zr3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspectif Queensbury Building &Code Enforcement Arrive: Depa7�r m742 Bay Rd., Queensbury,NY 12804 Inspector's InNAME: (fie c Q ~ g_v LOCATION: a <���� �. INSPECT ON: TYPE OF STRUCTURE: % Comments _ Y YN N/A Footings Piers 1 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 Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORNIS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspe tion request received: Queersbury Building&Code Enforcement Arrive: ani/prLL Depart: —am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: -- �fc��6 _ PERMIT#: LOCATION: j C)toc z::)p INSPECT ON: TYPE OF STRUCTURE: Comments Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing j- Gti for 48 hours following the placement of the concrete. Materials for this purpose on site.__ �a Foundation/Wallpour Reinforcement in Place Foundation Dampproofing �y� S✓�v�y cam '" Foundation/Waterproofing `tee�1"GIJ AV gov— / 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 Backf"ill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LAlSuel-Ilcmingway\AuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requej received: Queensbury Building&Code Enforcement Arrive: anvp epart. am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: '�G�L G /a`/� PERMIT#: ,�YJ LOCATION: _ cr 1 (�Oy1> 1�lZ _ INSPECT ON: TYPE OF STRUCTURE: Comments _ Y N N/A �1.��� CA K-- 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 purr ose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: J 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHeiningway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 J' Customer UNIT SPEC REPORT Project: HATHAWAY 400 SERIES Salesperson: KEVINT iQ Version: iQ4.2 Today's Date: 11/05/2004 Quote No: 014586 Report: Andersen Unit Spec Report Date Quoted: 11/02/2004 Page: 1 Of 10 Disclaimer/Notes Item 0001 Unit Size CN23 \ Unit Operation Location LR Dimensions: Width Height Unit: 3'4 3/4" 2' 11 15/16" Rough Opening: 3'5 1/4" 3'0 1/2" Max. Clr. Open: 10 3/16" 2'7 1/16" Floor to Sill: 4'0 13/16" Projection: n/a Operating Specifications: ` Glass Area: 7.00 SQ FEET Vent Area: 6.20 SQ FEET Max.Clr. Open: 2.20 SQ FEET Extension Jambs: 6 9/16" Clear Pine Customer: UNIT SPEC REPORT Project: HATHAWAY 400 SERIES Salesperson: KEVINT iQ Version: iQ4.2 Today's Date: 11/05/2004 Quote No: . 014586 Report: Andersen Unit Spec Report Date Quoted: 11/02/2004 Page: 2 Of 10 Disclaimer/Notes Item 0002 Unit Size TW2642 Unit Operation Location. AA Dimensions: Width Height Unit: 2'7 5/8" 4'4 7/8" Rough Opening: 2'8 1/8" 4'4 7/8" Max. Clr. Open: 2'3 7/8" V 10 1/4" Floor to Sill: 3'3 1/4" Projection: n/a Operating Specifications: Glass Area: 6.20 SQ FEET Vent Area: 4.33 SQ FEET Max. Clr.Open: 4.31 SQ FEET Extension Jambs: 6 9/16" Clear Pine Customer: UNIT SPEC REPORT Project: HATHAWAY 400 SERIES Salesperson: KEVINT iQ Version: iQ4.2 Today's Dater 11/05/2004 Quote No: 014586 Report: Andersen Unit Spec Report Date Quoted: 11/02/2004 Page: 3 Of 10 Disclaimer/Notes Item 0003 Unit Size TW20210 Unit Operation Location AA Dimensions: . Width Height Unit: 2' 1 5/8" 3'0 7/8" Rough Opening: 2'2 1/8" 3'0 7/8" Max. Clr. Open: V 9 7/8' 1'2 1/4" Floor to Sill: 3' 11 1/4" r Projection: n/a Operating Specifications: Glass Area: 3.70 SQ FEET ' Vent Area: 2.18 SQ FEET . Max. Clr. Open: 2.17 SQ FEET Extension Jambs: None Customer: UNIT SPEC REPORT Project: HATHAWAY 400 SERIES Salesperson: KEVINT iQ Version: IQ4.2 Today's Date: 11/05/2004 Quote No: 014586 Report: Andersen Unit Spec Report Date Quoted: 11/02/2004 Page: 4 Of 10 Disclaimer/Notes Item 0004 Unit Size TW2652 Unit Operation Location AA Dimensions: Width Height Unit: 2'7 5/8" 5'4-7/8" Rough Opening: 2'8 1/8" 5'4 7/8" Max. Clr.Open: 2'3 7/8" 2'4 1/4" Floor to Sill: 2'3 1/4" Projection: n/a Operating Specifications: Glass Area: 8.30 SQ FEET Vent Area: 5.49 SQ FEET ax. Clr. Open: 5.47 SQ FEE �� }—�p� Extension Jambs: None 1 Customer: UNIT SPEC REPORT Project: HATHAWAY 400 SERIES Salesperson: KEVINT iQ Version: iQ4.2 Today's Date: 11/05/2004 Quote No: 014586 Report: Andersen Unit Spec Report Date Quoted: 11/02/2004 Page: 5 Of 10 Disclaimer/Notes Item 0005 Unit Size TW2652 Unit Operation Location AA Dimensions: Width Height Unit: 2'7 5/8" 504 7/8" Rough Opening: 2'8 1/8" 5'4 7/8" Max. Clr. Open: 2'.3 7/8" 2'4 1/4" Floor to Sill: 2'3 1/4" Projection: n/a Operating Specifications: Glass Area: 8.30 SQ FEET Vent Area: 5.49 SQ FEET Max. Clr. Open: 5.47 SQ FEET Extension Jambs: 6 9/16" Clear Pine Customer: UNIT SPEC REPORT Project: HATHAWAY400 SERIES Salesperson: KEVINT iQ Version: iQ4.2 Today's Date: 11/05/2004 Quote No: 014586 Report: Andersen Unit Spec Report Date Quoted: 11/02/2004 Page: 6 Of 10 Disclaimer/Notes .Item 0006 Unit Size TW2036 Unit Operation Location AA Dimensions: Width Height Unit: 2' 1 5/8" 3'8.7/8" Rough Opening: 2'2 1/8" 3'8 7/8" Max. Clr. Open: V 9 7/8" V 6 1/4" Floor to Sill: 3'3 1/4" Projection: . n/a Operating Specifications: Glass Area: _4.70 SQ FEET Vent Area: 2.79 SQ FEET Max.Clr. Open: 2.77 SQ FEET Extension Jambs: 6 9/16" Clear Pine Customer: . UNIT SPEC REPORT Project: HATHAWAY 400 SERIES Salesperson: KEVINT iQ Version: iQ4.2 Today's Date: 11/05/2004 Quote No: 014586 Report: Andersen Unit Spec Report Date Quoted: 11/02/2004 Page: 7 Of, 10 Disclaimer/Notes Item 0007 Unit Size FWG6068 Unit Operation Location SR Dimensions: Width Height Unit: 5' 11 1/4" 6'7 1/2" Rough Opening: 6'0" 6'8" Max. Clr. Open: .2'3 7/8" 6'3 3/8" Floor to Sill: n/a Projection: n/a Operating Specifications: Glass Area: 23.78 SQ FEET Vent Area: 14.59 SQ FEET Max.Clr. Open: 14.59 SQ FEET Extension Jambs: Customer: UNIT SPEC REPORT Project: HATHAWAY400 SERIES Salesperson: KEVINT iQ Version: iQ4.2 Today's Date: 11/05/2004 Quote No: 014586 Report: Andersen Unit Spec Report Date Quoted: 11/02/2004 Page: 8 Of .10 Disclaimer/Notes Item 0008 Unit Size l.V TW34410 Unit Operation Location AA Dimensions: Width Height Unit: T 5 5/8" 5'0 7/8" Rough Opening: T 6 1/8" 5'0 7/8" Max. Clr. Open: T 1 7/8" 2'2 1/4 Floor to Sill: 1' 11 1/4" Projection: n/a Operating Specifications: Glass Area: 12.60 SQ FEET Vent Area: 6.93 SQ FEET Max.Clr.Open: 6.91 SQ FEET Extension Jambs: 6 9/16"Vinyl Pre-finished Wrapped White Customer: UNIT SPEC REPORT Project: HATHAWAY 400 SERIES Salesperson: KEVINT IQ Version: iQ4.2 Today's Date: 11/05/2004 Quote No: 014586 - Report: Andersen Unit Spec Report Date Quoted: 11/02/2004 Page: 9 Of 10 Disclaimer/Notes Item 0009 Unit Size TW3046 Unit Operation Location AA Dimensions: Width Height Unit: 3' 1 5/8" 4'8 7/8" Rough Opening: 3'2 1/8" 4'8 7/8" Max.Clr. Open: 2'9 7/8" 2'0 1/4" Floor to Sill: 2'3 1/4" Projection: n/a . Operating Specifications: Glass Area: 10.30 SQ FEET Vent Area: 5.73 SQ FEET Max. Clr. Open: 5.71 SQ FEET Extension Jambs: 6 9/16"Vinyl Pre-finished Wrapped White Customer: UNIT SPEC REPORT Project: HATHAWAY 400 SERIES Salesperson: KEVINT iQ Version: iQ4.2 Today's Date: 11/05/2004 Quote No: 014586 Report: Andersen Unit Spec Report Date Quoted: 11/02/2004 Page: 10 Of 10 [Disclaimer/Notes Item 0010 Unit Size TW3046 Unit Operation Location AA Dimensions: Width Height Unit: 31 5/8" 4'8 7/8" Rough Opening: 3'2 1/8" 4'8 7/8" Max. Clr. Open: 2'9 7/8" .2'0 1/4" Floor to Sill: 2'3 1/4" Projection: n/a Operating Specifications: Glass Area: 10.30 SQ FEET _. Vent Area: 5.73 SQ FEET Max. Cir. Open: 5.71 SQ FEET Extension Jambs: 6 9/16"Vinyl Pre-finished Wrapped White q6V Permit f4umbei REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release 1 Data filename:Untided.rck TITLE:Pelchar Residence COUNTY: Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:04/13/05 DATE OF PLANS: 10/04(revised 4/14/05) PROJECT INFORMATION: one family COMPLIANCE:Passes Maximum UA=347 Your Home UA=295 15.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA. Ceiling 1:Raised or Energy Truss 1276 38.0 0.0 32 Wall 1: Wood Frame, 16"o.c. 2048 19.0 0.0 108 Basement Wall 1: Solid Concrete or Masonry 1154 10.0 0.0 84 Wall height:7.8' Depth below grade:6.5' Insulation depth:7.8' Window 1:Vinyl Frame:Double Pane with Low-E . 145 0.300 44 Door 1: Solid 20 0.230 5 Door 2: Solid 20 0.230 5 Door 3: Solid 20 0.230 5 Door 4:Glass 40 0.300 12 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 desi to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professi �L W�i am y d signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgmen �uei3,�1viprN0,9 specifications are in compliance with this Code. i`u Builder/Designer _ CE 7 Date41171t _ :a i � � 2 y REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release 1 DATE:04/13/05 TITLE:Pelchar Residence Bldg. I Dept. Use 1 I Ceilings: [ ] I 1. Ceiling 1:Raised or Energy Truss,R 38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. I I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation I Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry,7.8'ht/6.5'bg/7.8'insul, R-10.0 cavity insulation I Comments: I Windows: [ ] I 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments: I I Doors: [ ] I 1. Door 1:Solid,U-factor:0.230 . I Comments: [ ] I 2. Door 2: Solid,U-factor:0.230 I Comments: [ ] I 3. Door 3:Solid,U-factor:0.230 I Comments: [ ) I 4. Door 4:Glass,U-factor: 0.300 Comments: I I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. ( ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I I 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 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. [ ] 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. F—rception: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. [ J 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. [ J Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ) Insulate circulating hot water pipes to the levels in Table 1.. Circulating Hot Water Systems: [ ) Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock.; Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insuianon,Thickness for Circulating Not 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" 2.51,to 4" Heating Systems Low Pressure/Temperature 201-250 1.0. 1.5 1.5 2A . Low Temperature 120-200 0.5 1.0 1.0 L5 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) MAP REFERENCE: MAP OF OHASE TWO GRANT ACRES A SUBDIVISION FOR EDWARD GRANT DATED DECEMBER 31, 1986 LAST REVISED MAY 1, 1987 BY VAN DUSEN & STEVES LAND SURVEYORS I \ PLO \ LOT 35 w o Un I \ S P-4 REC IVEP DEC 0 2004 TOWN OF Q ENSBURY I \ BUILDING AD CODE I \ Tod I _ — _ � — M PR OSED WELL 1d I IPROPOSED % 04 � WW 1 a LOT 34 \ A ' 3.7 ACRES 220.2 0 I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY.THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS 1 ' 668 FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR .57 _— — —` — ` BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY N84.06101W `" — & i AND LENDING INSTITUTION LISTED HEREON. �~ "' CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL —� cr INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO: DAVID T. do REBECCA E. PELCHAR SARAT 'tiONAL BANK. I °AND\OR ASSIGNS , 6 RANCE COMPANY a� SP..n pr Observed, Or believe I Say BV6de 1G. tt P Q II trees, Irr�ces, etc., a1! .b;ec ; such as het;ses, we+ s, re�ent that I have d — C& +- ram. LOT 33 shy ,+r? en th�nd�;c�m`s e stances set forth can the d,, RECE I ED r cERTIFI persenally �� � I _ EV C. LLS NYS 50135 �, � ----" A E DEC 0 2 2004 TOWN OF QUEENSBURY DATED: NOVEMBER 1, 2004 �• SIG��ATURE BUILDING AND CODE Du S ate: N❑ M R 1, 2004 vNAU BEARM A ALTERATION LA as ADDITION S A SURVEY Map of a Survey made for Scale 1'=50' �1 ^ YAP EMllq A LICENSED ION72 LAND SURVEYORS.OF H A /V[`/`A-/ VIOLATION OF SECTION 720Y.SUB-DIVISION 2.OF THE NEW YORK STATE EDUCATION LAW' 'ONLY COPES FROM TIE ORIOUL OF THIS SURVEY MARKED w7I4 AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL ae CONSIDERED M SE VALID TRUE COPES• eves 'CERTIFICATIONS wEPARED HI>� ,.,TUT David T. & Rebecca E E. P elchar S 1 THIS SURVEY wA4 PREPARED w ACCOIIDANCE M1H THE E70SDN0 CODE of PRACiNE ftlt I"SLRVEYOTIS ADOPTED BY THE NEM YORK STATE Assom om W PRMONAL Land. Survey ors TID HE PERSONNFFOR w,SAID a THE SURVEY Lis WALL PANIX AM 2 12/2/04 PROPOSED HOUSE LOCATION p,� ON HIS BEHALF TO THE TITLE COMPANY,t kMI ETITAL SHEET 1 OF I 169 Haviland Road Queensbury, New York 12804 TID THE ASSIGNEES OF THE UMM INSTIVII)OV "V Torn of Queensbury, barren County, New York 1 11/30/04 WETLAND LINE PER MAP REF. PELCHAR (518) 792-8474 New York Lie. No. 50135 N0. DATE DESCRIPTION DWG. NO. 04273 C-1350 j �- c M Zz- Y---74 y�,y 7lj•ady�r j� `t ,, O �' 0 v' ° � V tty a cr- L ' �. 0 D _ � v Oj 14 _S _ o ` — ti b , j cr t_ O 4 p •� ^ ` � '/. �� . �'t•W-S .q�s . fy /1 i� ' Z LL W `y Q V' v ,. sz o.sos yy �'" �, ,� Q_, J Z Q o h s o ��s a. Q 4 Z • N , _- f jtZj 3 EE pw \JL v° �G (lC.. N M W a a _ M ' s /� s � a v` 1 • �7`N . 1 , • 1 e d o lM L co tas hl ^pti S 4 "t 6 o / O t'� rr 3 mi 213 r� �iIN - a - h /Y oo iv �� !!� s! ors o /►� ( �` ' y2 ,/' 03 7 cz, :� (� �`� � �o tr► = .. _ u . b re f ... N h vo _ v� .- .. . . M .- f 3 N Vi 1 .0 Lb 14 o- a v, M ,... �.. 'mac... �•' :wrs,r .. , .,. _ . ""�1�.,... "w+.. �•. •Y:':so> .ws-..•waVn.cuaw c, ,l :.. .. .. ". _. _ 3 , J3-a r o ` %4: uo �: o /Y �/Y �„oi, a�,how , wti, r► �/, hh . zow P „ of , zh ,E o .so N Z J /Yo,s�/11d.�/a1' S�SY�� 77/fj/ 1 9 l Z 3 s G ��T. Lo•1 t o-t Lo'r L T L\T L%T STREET 45 q1- 41 39 jS 34 77 S1• 0• .T.� i•s ,.7. T.S. _0 It I . lO t,I1. EVAPOTRANSPIRATION-ABSORPTION SYSTEM t'---r-- ----- -- _ 1 15" IN. ¢ WELL (IN SQUARE FEET) - I 1 - _ 11 10" — 1 ' .Number of I _ - I I I I ( - I Bedrooms Flo GI'D Bed Area ft2 � �' A Ii a 3 I U� , ,o-� I ( ( 1 150 750 2 300 I500 Ft J 10' .I.I,1. ( ( 10r DRYWELL DRIVE- 3 4 O 2,2550 I-- -- — -- — — — --- — '— INLET 3 w k �` t 5 , 7 -- t� ' S !'IT; i 0. 1 WAY 4 600 3,000 ^ ( (Roof 5 750 3,750 Min i Footing ` NOTE: Use a 24 Inch trench N 3 Drainage) 3 2 BEDROOM { Required bed area above does not Include 20 foot wide 7 tapered peripheral strip. � — HOUSE I Use malilmum 60 foot distributor laterals. GARAGE ..t 10, 1 PROPERTY d 10' i+iTi. 1 10, I'lil. . r,;Tl .1. 1 LAUNDRY LINE a ••-. t� 1 ^L OUTLET o 10'MIN. + LAUNDRY WASTE LIQUID LEVEL HOUSE SEWER C.O. i1-LIMITS OF SEPTIC TAN i ( SEPTIC TANK AT in �' f,8 �a LEAST 50'FROM f I FILL DISTRIBUTOR PIPE TIGHT;OINT - 3%J6`►r, 3 I _ - - - - - _ - - 4"PIPEION WELL AND 10' 11 r l9 �s - - - - - - FROM HOUSE _ _ S EP T 13 i 5 3� SLOPE F i1 � 26' — — — — — — 1/8"PE FT. LE4 tr110; 10'-M DISTRIBUjrION BOk B�T..ti�� <'-�•rn 13 ACI i,I l\T;1• MIN. I L_ — — — — — — — � o -20, - - `58' - - `I I ' -i M = M�TT1 ►�4 7 i MIN. 20' MIN. I ' LIMITS OF FILL 100' vT It 100, A PLAN SECTION A-A T R CEIVED TYPICAL 1000 GA.�. SEPTIC TANK MFG. BY I'T. P ILLFR CO. NOV 15 2004 18" to 24" DRAINAGE 20 TENDING AND CODE OF -t- ' NAGS n'1IL - "'� � SLOPE K"PER FT y\ � BU �.� NATURAL POROUS FILL WITH TOPSOIL �-' - ._: -a -- - ape- STABILIZED FILL GROUND AND 20 TO 40%CLAY SOIL -- __ If_ 1 _._ .. SPREAD IN'6"LAYERS LISVEL. i%VTOP SOIL-12"TO 18"MIN.EXISTING�- , 24"MIN. Tight clay soil,hardpan,or rock-'If Utilize all available natural topsoil. DISTRIBUTION BOY. ,AS mr-G. BY FT. MILLER CO. A-A SIZE 1A- 15"x21"x 13"HIGH --6 KNOCKOUTS tisZ No , l.dz No . 9 FPTr1 -I',,.,C -T, mob, SIZE 1B- 15"x29"x 13"HIGH "-8 KNOCKOUTS 1 4\ Z.o.. 2 1�t1J , EVAPOTRANSPIRATION - ABSORPTION SYSTEM 1 3� Zo " Iu 'TYPICAL - ,�O T•'­�' �RR.4/�IG�"/��E/V T . SOALE=NO&E 1 = 4" DIA. BUILDING SE101ER,- SLOPE PER FOOT. 2 = 1000 GAL. CONIC . SEPTIC TANK OR 1250 GAL. FOR 1 a •j} ; J 5 BEDROOMS OR MORE . 10' NIN. FROM.' HOUSE OR �l � �i" �'.,:: B R � ` / ° 1 � PROPERTY 'LINE . - So' +a. FR,,.� ANC we�� P; KLE 7 Su 1KL r ( L 4" DIA . SETTLED SEtIIAGE LII1TE SLOPE PEP, FOOT TILE FIELDS `��� `2oL -- Q I Loaf 1 � 4 = COTdC . DISTRIBUTION BOX . LAID DEAD LEVEL 5 = 4" PERFORATED LATELAL5 , SLOPE 1/16" PER FOOT 5 minute rate' for lots 41 , 42, 43, 45 & 46/ YMCA r `'i tLA�•1't `" i i - } /` 6' MIN. DISTANCE" APART ON CENTER = O \ camp 109 MIN. FROM PROPERTY LIhE5 Number of Bedrooms Flow 1` cRUS �-• I, r •,,,r �,: \ 100' PAIN. FROM ANY STREAM Length of Trenches 3 450 187 g 4 600 - o- ' Goff 250 ` Ai \ f� (�' 1 Course �. 5 750 312 1 v SANITARY 1rELL SEAL 10 minute rate for lots 32, 33, 34 & 36 12" MIN. ABOVE GROUND / } �, , HIGHER IF IN AREA SUBJECT /� _ 1 `" Sandpit •✓ TO FLOODINGNUmb-er of Bedroom 1 i W � s Flow Length of Tr «5 g enches — 1000 , , -•- - �. o . GROUND ' t` / 3 450 250 ;rayeiBit _ POWER SEF.VICE ,.;8 r: 4 J to 333 CD zoo 5' KIN. 5 750 6 4 wR E ti t 1 41 7 nI / t; Gra el / THREADED COUPLING TO I ! � i Grav Plf Plts �,, ' A COUPLING REMOVAL FACILITATE 15 minute rate for I PITLESS ADAPTER 1 TO HOUSE 10' bftN• 0 lots S 3 9, 4 0 & 4 4 11__ Number of Bedrooms ayacaa / 1ti� 1 CEMENT GROUT TO Flow Length of Trenches 20' DEPTH (NOT REQUIRED IF 1 3 i�-�� ` j-.` •{ p(� -� t ,- 1 . CASING IS IN UNCONSOLIDATED } 450 281 /"1, • J ({ {•�, \ "9 � vl'' GROUND LEVEL MATERIAL, SAND OR GRAVEL) GROUND LEVEL 4600 - l 375 Lake EARTH 5 750 / \, 1�1i�i 1 L)i .i� l ', 14A':�ti 1 I t i 1' t.>i' J:. :_. - - ( IdIN. LOCATE WELL AT LEAST 15' FRaM PROPERTY LINE, _ �4 � 1 469 BACK FILL EARTH BACKFILL x Y L LAYER OF HAY 25' FROM SEWER LINE, 100' FROM TILE FIELD; ��° ` /�� r (200' IF DOWNHILL g {� <•o '� _ /J eS^, ` ��; N. •� t � ^ �I =I 2tt •E-_ 150 FROM SEEPAGE PIT, _ �, <•. OR U FROM ANY SEWAGE SYSTEUt ,�� f ak Q B ILDING PAPER • rSunn side 4 .FIFE. GRAOB R. q y •�, 39 O. 1 .v:. \ `i�� �� �� ?5.4 i.-i 1;: <i ....'i - :J.., ..f..i .,, . .•, .t 6" - - •�:. ,.,, fill - lots 35 37, 38 and r CLEAN STONE OR GRAVEL r ' ' MINIMUM REQUIREMENTS 110. OF BEDROOMS 1i 2� USE 3/411 - 1 1/2" - IRE CRUSHED STONE 3 5 t r } PUMP CAPACITY GAL/HOUR - 300 300 360 450 u BOTTOM OF TILE FIELD TO BE A OR WASHED AND GRADED O.B. GRAVEL PRESSURE TANK, GALLONS - 42 82 82 120 y MINIMUM OF 2 FT. ABOVE GROUND WATER SERVICE LINE FROM PUTAP 3/411 3/41' 111 id" MINIMU14 OF 2 FT. ABOVE IMPERVIOUS MATERIAL SECTIONS F REN HE WELL DETAIL . � . { : .t>:=�1� : } - .t..... Y .:.. ��., .i ..... 0 T ( NO S° FOR DISTRIBUTORS ' t. 4::t11f::r}' I:,t1t�:•r1fl�r NOS VAJ.Jl �v a3ez IJ::S=i.i!:,f• ;. r'. ,'_E �, su.. i't ..` .s>.,. .. ii ._.. .. t:�',:: ..,.,.�, -+-- SUBMERSIBLE PUMP �N,4 s� 7ct/oC r..fi e.:.. �. .,i,s•} i. ( C i- a 11 . 1� i °' ;^ Sai^7 ,{ �EAAJ� ,4 5-ax A� 1// / Sio„/ �/AOE Fob t O i;Sl Elcc,-ifts 1::,':, f i;t' :1 ..iion 1'.•, ;tJJ Ux the .i4,.'VJ.IiIC'1Sf::n C t 2:`C, .e+i.�t: , �S�s �O��/ �� {�(��C�it�S(�1,(�Y L✓Q/ZZ 6- J Co Gl vT•I/, .v. 1! ���/ $ 31, / ,Y �....��.Tf�..l.l tt.fM,M„ i�G� District >~ttitR<y 1 APJ�u S[.'�1 S r cv 6'S LA.�fy Svt✓e'Yoei'. !1t�.vr Fans , .t/Y. Al P` 5'T.4?"c- G/C, /(/o. 3S`G/-7