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2004-386 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development =.Building & Codes (518) 761-8256 CERTIFICATEOF:.-OCCUP�`NCY ;:PerinitNunibe P20040386_=�} Date Issued: Friday, July 08;.:2005 This,- s•_to_certify that=work'reauested_to..be-done`.as shown.by Permit Number_ P20040386 has been completed. - Tax Map Number: 523400-265-000-0001-009-000-0000 Location:. - 76 ELLSWORTH LANE Ext Owner:.__ RUBEN ELLSWORTH _Applicant: RUBEN ELLSWORTH This structure maybe occupied as a: Fireplace By Order of Town Board Garage - 2 Cass Attached TOWN OF QUEENSBURY Single Family Dwelling Issuanee 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 8�Co Enfo went Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040386 Application Number: A20040386 `],'ax Map No: 523400-265-000-0001-009-000-0000 Permission is hereby granted to: ROBERT ELLSWORTH For property located at: BAY RD.,OFF in die 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: ROBERT ELLSWORTH Fireplace 57 ELLSWORTH Ln Garage-2 Cars Attached LAKE GEORGE, NY 12845-0000 Single Family Dwelling $275,000.00 Total Value $275,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-386 NORTON HILL ROAD Ruben&Dana Ellsworth 2872 SQ FT SINGLE FAMILY DWELLING $414.24 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 02, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town`f Que ju; Th d S tember 02, 2004 a SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Check Residential Plan Review: One&Two Family.Dwellings Y/N/N/A (2)Full sets of plans --------- Over 1,500 sq.ft.-Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance d�In ectors Checklist: K Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Dro_in J 0'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Lire Stopping Avery 10'Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Waffi Platforms At Exterior Doors �. Stairway Headroom 6' 8'All Stairs 36"Width ® _ Stair Run and Rise Spirals'3ot-A��eti�rorm2�ter3�__ 'Smoke—Detectors Battery Backup and Proper Location t OTU C-� R71-f=—9 Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access `Zt3 9 L- Roof over 30"-22"x 30"/C " Carbon Monoxide Detector Lowest Sleeping Level `,`_� oil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A_ (2)Full sets of plans Over 1,500 sq. $.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf / 70 Ground Snow Load Sleeping Areas and Attics 30 psf Y Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.$. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Hei t above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise Spiral Not Allowed From 2ad Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30' —22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Se tic Well Or Water Line Separation All Paperwork Signed "Biuilding Permit:A.pplication - Town of Queensbury—Dept of Community Development,742 Bay Road,Quet~nsbury,NY A permit must be obtained before beginning construction. Permit File $ ' No. L� No intTection will be made until applicant has received a Pee paid valid t uilding permit. AU applicants' spaces on this Roc.Fee Paid applidation must be completed and must appear on the Reviewed B ' appudation form. Applicant: f U R 01 C C S�D('r 7N Owner: ___.__------ Address: h K Address: S Phone#(IL Phone#-(.,_,,.).��,....., Property Location: Lot Number: 1 House Number ! SubdivisionName• Tax Map Number: rd( New Buildin residence /commercial 'Estimated Market Value of Construction: a Addition: residence/ commercial `If as Addition,what will use-of new.addition.be? - _. . _ ...A -Alteration: =-- -residenco/--c�mmerciah—.�, - . a No change to exterior size: residence/com'1 - - a Other work(describe Check .Occup=cyWormatioII 1 Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single faasil dwelling J-90 4 a Two Baggy dwelling a Townhouse a Mulftmily dwelling #Of Units o OfSce a Mercantile a Maaufactutit A a 1 ear detached smse rn r_- 0 2 oar detached e ` a 3 car detached prage n n a 1 oar attached pmgo j' ` c( 2 car attached page nF r;M�L.V ��r. a 3 car attached garage "v a Storage building- commercial a Storage building- residential a er What is the proposed height of the structure All feet jam_^inches Will any second-baud or ungraded lumber be used? If so,for what? Tpe of Heating System: electric/ oil (gas 1 wood 6i hot air baseboard/other: Number of Mgnlaces to be installed / Number of Woodstoyct to be installed _ List below the persons)responsible for supervision of work as regards to building codes: Name : . Address -Phone Number - -- Builder Plumber Mason AV r /gS 002 3 33�202 Electrician 1 r ?y 3 ??QQ^^ Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that i/wc shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Bu11e S,ry by a licensed surveyor,drawn to scale,showing actual location of a w construction. Signature: wrier,owner's agent,architect,contractor . ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method—1&2 Family Dwellings(only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi-Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area Z,/ 8 7-' square feet 2. Type of heat- Electric . Oil_ Gas_Other (a 3. Is building mechanically cooled? yes No �(o 4. Percentage of area of windows and doors Over 17% Under 17% 5. R VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS , SHOWN ON PLANS SUBMITTED: a: Roof R b. Exterior walls R C. Glazed areas R d. Exterior doors R C. Floors over unheated spaces R E C E��.�E D f. Edge of slab on grade(heated building) R g. Basement/cellar walls(above grade) R � h. Basement/cellar walls(below grade) R �1 N Q 2�04 i. Heating/moling-ducts piping in unheated space R TOWN OF OUILEENS?URY BUI!_QI,NG AN`0 Or"r'E 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Applicant's Signature Date Phone Number INSPECTOR'S REMARKS: Dire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY I (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date 20 r . Permit No. f Y: - — .. Application is hereby inade to the Building& Codes Office fOY lJ1C'1SS'U[Ince of Q BLUldll'lg anCl Us(' Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to coniply 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 peifbrm required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) x Stove: wood coal pellet as Name:'.,: � ,`. .r-,°u- �" �`��- „,, �t� �• :'1<; ,,?.f,��. ;1� P g Fireplace insert Address:i.° Fireplace, factory-built: . wood gas Fireplace, masonry: wood gas Furnace: wood gas, oil Phone: If non-masonary applicance, please provide Owner j l' :. ; L _tdollManufacturer Name: W ° Address: Model Number: Chimney Information Phone: (circle appropriate words) Masonry -block-) brick stone Flue -'tile` steel size: inches Exact Address: of construction or installation Factory-Built Manufacturer Hanle: Model Number: Note: Listed By: r•N ;� "Number: Construction/Installation must con. orin to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / his-ulated /` Direct venting Chimney Liner Ca,,srheier'�Z�epa�rtme�.t—.To�sr�,of Q�.zep�ebuxy, Neer-Yorl�: I ' Fire Marshal Code 4 $Collected $Refunded Received from (refunded to) ,,t � l�,;` k _ ( f address: _ A 17.3 3389 (190) Public Safety .� A 233 2655 (230)Minor Sales White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / fink K Goldenrod(Cashier's Dept.) Application for Permit=Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-82S6 1. OWNER INFORMATION: ............................................................................................................ Office Use Location of installation: File Permit No. 0 L 3(69' Tax Map No. Fee Paid ff Owner's Name: Q La &j Q -7 i0a) E&S tyd ex d ......................................................-.,.,....,...........,.,.,.,...,...,...........,.......,.,..,...,..i. Address: 2. INSTALLER'S NAME 115'lc gl7A, t'p G ug, PHONE NO.1)%— a 3. RESIDENCE 1NFORMATION: (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 Comvutation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980—1991 x 130 gal/bdrm = 1991—present x 110 gal/bdrm = — Garbage Grinder Installed yes / no Spa or Hot Tub Installed yes—./ no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) rollfing a h Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Su I la san at what depth at what depth municipal oa feet —feet weZD Steep slope cay � G� �� ifwell;water supply %slope other from any septic-system depth: absorption is/&� ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: (. Yn 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: 16(o fJgallon(min,size 1,000 gal;) 1 ,"l�[ ' �y `�n En Tile Field: each trench ft. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft, J UN 0 2 2004 Size of Stone to be used: # I depth or thickness �C�Uf�OF�U�DP�,OL'E p feet E�U��_G� ,"._h1P;�J CODE Bed System Size: x Alternative System: z r>'; %,Irg/0f length andlor size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. ignature of responsible person Date ' ;'1'atvn tif t�ccc;t+ccwlsui•� , S(-tww:c and Howsti.0 DI. ��n:�stl (:Icsi��it•c• All-SOR111,1110N.• IpIIro1.0I.) 9I1:P11ItA'MON Ii:I;6Zt•J1Iti hll��I�i'I`i� 1;Nj POND G e . ��y,+cmc►cvcr s i�{l3•L� � • r » 7. SlONA b Url\B g� �`q A r� p��1 �p ��u {/ r i♦ i' , - fX.J.i��Yi11111J;`�1��'W�/►�4"��i1�i�•'L�'+1=L'�VL`I_\}IlOR1av ew►..f , HIGHWAY Richard A,Missita Highway Superintendent DEPARTMENT Home(518)798-5127 742 Ray Road • Queensbury�NY 12804 Michael F. Travis Office Phone; (518) 761-8211 Deputy Highway Superintendent Fax: (518) 745-4466 (518)798-0413 DRIVEWAY PERMIT CO DATE: �`.� r �d� �r f VED JUN (i X 2004 APPLICANT NAME: �J hPh y- r nv, �Il S►,�n r�� TOWN OF 0,1.1- iSSURY TELEPHONE NO.t 6UI!Dlf�r ia.i'; )_CODE ADDRESS TO BE INSPECTED: RETURN ADDRESS: Applicant must show exact location and width of driveways)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: { )Preliminary Approval NEED: ( )Slight swale ( )Level with the road ( )Deep swale Size pipe to be used(if necessary) { )IT' ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval ( }Rejected DATE: Richard A. Missita,Highway Superintendent ,y Queensbury Building & Code Enforcement - Residential Final Inspection C t ice�qo'*(518)761-8256 Arrive: am/p Depart: am/pm Date Inspection request received: Inspector's Initials: NAME: �.Il.� PERMIT#: � L4-3�� LOCATION: -aa 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 Com lete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more C�l� Guard at deck,porches 36 in. or more Exterior Finish Complete �� Interior/Exterior Railings 34 in.to 38 in. R-SC-- Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/z" 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 fireproofing/'/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area Crawl Spaces I8"x 24".acc9ss, 1 s . ft.-150 s .ft. vents Building No./Addres v' i le f to oa Final Electrical J Site Plan /Varianceireg4ired ; Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\BuildinQ&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: NAME: LOCATION: PERMIT#: Final Survey Plot Plan Aimroved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has een: — —6 �� Craig ro , Zoning Administrator Notes: L:\,SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc lie .4� i aw I za o� 8 LOC47M MAP SCALE 1" s 1 liW.* a CAPPED Mary ROD FOLD NOW OR FARMERL r NOW OR FORMERLY LANDS OF LANDS OF TRACY B. STEWNSON CHARGES & -%fIRLEY STEVENSON I UBER 1332, PAGE 185 I UBER 44$ PAGE 591 I I TAX MAP: 265-DO-1-10 I TAX MAP: MaW-1-11 I 20' WE RIGHT OF WAY I FOR INGRESS & EGRESS AND FOR UIIL/T1ES, W O G D E D CAPPED NMAS DESCRIBED IN DEED dRT�: neoN S 8336'44" E I 1744.32' ROD FOfND � >nUND l EttT�gR IN LteeER ROAD PAGE 74 RQp S 8276'48"E ATV CAA14V LMV ED AWN .......... ��' — — — 4B0 7T _ r S l!?7d 18"f — — 875 01' IRK ROD ti AND ......"... fi7lMD CARA6E i \ -�'— _ 201T P4' £XCAVAIED // —-� \ T UIL POLE �'T L � � � � u UTC:POI. -- AW 8 ✓' �.•"•a"-r- O�LRHEAO WIRES AN 8 CA TCHN 2712 WOODED QRIVEWAY .................' CA CN / // \\ \ u �� ` FORUERLY i » RY SASWUA. POLE NOW OR O •• MOOD FRAME HOUSE / / \ \ LANDS OF (UNDER CO4SiRUCA91 / \ T CULVERT l �rc� � sun- LANDS OF 2 EuEcnw i / � '' r RL4�7PT A EUSnoRTH RO / 3 NOW FORMERLY uwhroERatOtlNo)/ 1 BARN USER 6U PAGE 877 r RUBEN W. & DANA J. ELLSOURIH 1 ' — _ _ / :� . O �' /� . '�'V[[EO / / "• LANDS OF My` / TAX MAP ?65 00-1-6 4,V; T — — — / o ` — CONG7�lEUR- POLE vt $ ;f wl USER 1414, PAGE 74 — DA"E*W CaWRTJ 1 ROBERT A. ELLSOORTFI _ r J t;tiocx a p N ttipp I TAX MAP: 265.00-1-9 v—� — — — 1 LWR 1034 PAGE 293 I N� C�tAGE CAPPED O a O Y �� ( TAX MAP: 265.DO-1-8 NOW OR fiOVPA L Y FR'W RODZ '�� I4. 19 ACRES ��Y LANDS Or U-�L POLE ROD � '0 a ROBERT A. ELLSKWTH mw 5 4i PAGE w o D 0 £ n TAL X MAP.-265.00-17 NOW OR FORM 7 , LANDS OF ERLY LZ 12"MARE l4'MAPLE 9"MAPLE PM'�E a DAWD & �lJOWINS • W/WIRE W/MIRE W�MWf FOUAV 2 I — L1BR 51.% PAGE 441 103.42' e a<D TAX MAP: T65.00-1-5 STAKE& N B3 40'08" W 1283.02' N 85175'32" W N 86 4234" W 375.32E ` \ s1EYVES LAWS AS SHOOV ON MAP REFEjagK.E NO. 1 O I NOW OR FORMERLY LANDS OF SLOTT A. SPELLBUR C LNER 1217, PAGE 86 TAX MAP: 265.00-1-2 0 I HEREBY CERTIFY TO.- RUBEN W. ELLSWOR7H AND DANA J. ELLSNOR71-1, HSBC MORTGAGE CORPORA 71AN, (USA), ITS SUCCESSORS AND/OR ASSIGNS AND STE-WART TIRE INSURANCE COMPANY, THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED ON THE SUB,ECT PREMISES AND THAT THE SITE IMPROVEMENTS SHO101 WERE N07U �pRUOMME DM REFMNCE LOCATED DURING THE SAID FIELD SURVEY, AND ARE AS SHOOK HEREON. 1) FIELD SURVEY PERFORMED ON NOV. 5, 2004. 1) MO ENTITLED: MAP OF A SURVEY MADE FOR DANA NORTON- ROBERT A. ELL SNORTH NOV. 5, 2004 MADE BY VAN DUSEN & STEVFS DATED DULY 15, 2002 AND TO 2) THIS MAP IS SUB,ECT TO NHATEVER FACTS MAY BE LAST REVISED ON DECEMBER 12, 2002. RUBEN W. ELLS WORTH & DATE N.Y S. L L. P/ G5 REVEALED BY AN UP—TO—DATE TIRE REPORT OR DANA J ELLSNtXt 7H N. ABSTRACT OF TITLE. . l . NO. O TD. SEP 1EMBEl7 9, 2004 � RECEIVED 3) SUB,CCT TO ALL RIGH75� PRIVILEGES, RESTRIC77OIVS, LIBER 1414, PAGE 74 `'1 1D3 COVENANTS AND EASEMENTS OF RECORD. ! FROM THE ORIGINAL OF THIS SURVEY � 5.00 BLOCK 4) ONLY COPES MADE 1, PARCEL 9 R " " NYMAP WHICH ARE MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL AND BEARNG THE SURVEYORS ORIGINAL SIGNATURE IN RED INK, SHALL BE CONSIDERED TO BE VALID AND TRUE COPIES. 5) UNAUTHORIZED ALTERATION OR ADOMON TO A SURVEY SURVEY 8 MAP MAPOF A SURVEY ShiON+ C SITE IMPROVEMENTS BY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF S£C110N 7209, SUBDIVISION 2, OF Of THE NEW YORK STATE EDUCATION LAW. �}' � DONALD L. PfDGFON, J/. PREP/RED FOR j LICENSED LAND SURI�YOR �H�,k DNA LLSWOR H-zN.Y-S. LICENSE NO. =72 r S/71+417FD IN d�? 16 M ICHAEL ROAD 050311 FORT EDWARD, NEW YORK 12M TOWN OF QUEENSBURY, WARREN COUNTY, NEW YOW LAND (518) 792-4146 sc"• I' _ 100' NOVEAWR 5, 2004 CJ-9!5R COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N 9 9 0118 Cut-in Card No........................d(JjT.. �j Owner.........../....... ................................................................................................................................... Location.. 1.... � .. rJ/?/ L✓U .......................... z �' ............. Installation Consisting of..��. ..f,�Q.�i°r ..!' ..��<`��y. ....... ............... . ...... .......... .... .............. .. . ......... 'c 'U�......................................................................................... InstalledBy...... ..... ...1 ........................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 makingmiyections at any time, and if its rules are violated,the Company shall have the right to re ke this jartfficatej Date....2.'9✓61 S� INSPECTOR... ....................................................................... Memhrr N_AP_A_LA_ A Queensbury Building & Code Enforcement - Residential Final Inspection �'3 Office No.(518)761-8256 Arrive: am/p D part:2 t ;�am/pm Date Inspection request received: --- // /0 S Inspector's Initials: f NAME: (% /�St.0t� PERMIT#: LOCATION: (Q i w[jR-T H L-M _ X - DATE: TYPE OF STRUCTURE: `— __ Comments Y N �e1/A Chimney Ht./"B"Vent/Direct Vent Location Lll Fresh Air Intake .00 . 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete eF,7V L- l O A. ^ 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. 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 Terrip 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 ,/6,+TK �R� Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched 17 Garage fireproofing/%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 I(W1 DGi Aft,L /4tee�rf Crawl Spaces 18"x 24"access, 1 sq. ft.-150 s . ft. vents Building No./Address visible from road Final Electrical ,e/(�JD fJ✓�YL C�GC� Site Plan /Variance required Final Survey Plot Plan ( ,t I lu4V& As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required ka to issue C/C or C/O Temporary/Permanent L:\PamW\BuildinQ&Codes\lnsi)ection Forrns\Res. Final Inst). form 2.docLast printed 2/12/04 Town of Q*msbury Fire Marshal j 7 y 42 Bay Road `ueensbu . low Q rY'NY 12804 / 761-81051761-8206 fax 745-4437 C>,A/t� Factory Built Wood Burning Fireplace/Stove Inspection 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 gr s ifications is allowed. oi Permit# b Schedule Inspection / Time a pm nytime Inspector Name j5�,i7() Address 1/0 01 Rough In Final Appliance Manufacturer i'1 �� Model# AV Masonry Chimney Factory Built Chimney Flue Size Double Wald Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) ` 1 Safety Strip Installation(fireplaces only) _ Firestop(s) Vertical Chase Wall Penetration Chimney Clearances to Combustibles Chimney TerminationX 3 feet above roof penetration;2 feet above any combustible construction within 10 feetl%� ' Combustion Air Hearth Extension �!J^''` ► l �t�O x Mantel(height above f/p opening) —� Fireplace Doors/Screen(required) WWe--Wdding Dept. Mello —Cas mer Pink—Bre Marshal Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a Depart: - anVpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: L 7 60ORn. PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type(S oam/Cla - Type of Water: Municipal/TALell Waterline separation distance ft. Well.separation distance � ft. Other.wells: ft. Absorption Field: Total length ft. Length of each trench Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Si 7A., Type Building to tank Tank to Distribution Box u S D!L Distribution Box field/Pit w µ Opening Sealed 'Y N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y—N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta s• Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORMS\Soptic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/(!epart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ' NAME: PERMIT NO.: LOCATION: INSPECT ON: = (I RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance ft. Other.wells: ft. Absorption Field: Total length ft. Length of each trench ft. {n(J Depth of trenches ft. � Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: pproved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORM S\Septic Inspection Report.doc January 28,2003 Town of Q*ensbury fire Marshal ` 742 Day Read Queensliury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Wood Burning Fireplace I Stove Inspection 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 ifications is allowed. Permit# d� Schedule Inspection Time Z�� am/pm,/anytime Inspector Name di- anAlAddress FjAWM /j hough In Final � \Appliance Manufacturer.-- Model# Masonry Chimney Factory Built Chimney Flue Size Double Wall riple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) �( Safety Strip Installation(fireplaces only) LO ti + Flrestop(s) Vertical Chase w 1 Wall Penetration �� q� Chimney Clearances to Combustibles t� +[0 AA -- ok-. Chimney Termination 3 feet above roof penetration;2 feet above Y\ any combustible construction within 10 feet Combustion Air r ' Hearth Extension Mantel(height above f/p opening) Fireplace Doors/Screen (required) White--Banding Dept. Yellol—Cusrr Pink—Tire Manhal Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 7454437 / I F V actoa•y l�tnllt Wood Burning /Stove Inspection 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# -(� Schedule inns ection I Time am an time Inspector Name \4J C.i_. 1r. f S w -C" lZ '7 L � ��d�es3 �t 1 1 Rough In X-/FiIIa! Appliance Manufacturer Model# C)ti k � 1 Masonry Chimney Factory Built Chimney)/ FlueSize Double Wall'/Triple Wall insulated,\--,/ Yes No N/A Comments Floor Protection C OM N , Clearances to Combustibles (all sides) :'� � ''— (>cr ?LL Its Safety Strip Installation fteplaces only) Firestop(s) Vertical Chase �(" '14 h-0 1 'A A Nall Penetration Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above _ -�� 0 2't vv'V\ any combustible construction within 10 feet Combustion Air Hearth Estensio>n Mantel (height above f/p opening) x. u Z- Fireplace Doors /Screen (required) white—Building Dept. Yello —Crst mer Pink—Pyre Marshal Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 � 761-8205/761-8206 fax 745-4437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Instal➢ation Manual accompanying the appliance.No deviation from the manufacturer's instructions or s ecifications is allowed. Permit# `� 1 �J5 Schedule Inspection I z. J Time OL air�m anytime Inspector Name r//T� G'M J, Address Ll 6 G• "t I kid' t- X I Rough Ian �pimal Appliance Manufacturer Model# Eli.'/ G n Masonry Chimney Factory Built Chimney Flue Size ]Double Wallyjnple Wall_Insulated Yes No N/A Comments Floor Protection N Clearances to Combustibles (all sides) t'�l t tag- Safety Strip Installation(fireplaces only) JV Firestop(s) Vertical Chase Wall Penetration 0 �-c) , Chimney Clearances to Combustibles Chimney Termination ��r) 1 .� � �� . 3 feet above roof penetration;2 feet above ol any combustible construction within 10 feet: Combustion Air /\ Hearth Extension Mantel above b(height a t/p opeuara� Fireplace]Doors/Screen (required) : ^ �•� r C�� / � / White—Building Dept. Yellow—Cuy mer � rink—Fire Ma hat � R, I ti 'wirwzd.. M c� Town of Queensbury Fire Marshal 1 742 Say Road _ Queensbury,NY 12804 761-8205/761-8206 (- C� fax 745-4437 Masonry Chimney /Fireplace Inspection Report Permit# 3 Schedule Inspecti am pm anytime Rough In/1 7 Final Name \�� )jn �� IS� _d]2')Address n �5ZA 1'AL)I (-4—Inspector Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout opening—noncombustible cover FIREBOX CA 1't)'Ar2 W-P"/J1 Walls must be solid—no hollow masonry allowed �� 8"minimum thickness—back/side walls Joints between firebricks—'A"max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL./THROAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above f/ o enin SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,I"for exterior Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney up installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.fL,must extend 20"front,12"sides NU TEI,/TRIM No combustibles within 6"of V/P opening Combustibles within 12 inches of F/P opening cannot _project more than 1/8"for each inch distance from F/P opening Town of Queensbury Fire Marshal �� 742 Ray Road Queensbury,NY 12804 761-8205/761-8206 I �l fax 745-4437 / Masonry/Chime/Fireplace Inspection Report V Permi L-1-3 0�� Schedule Inspection-3�-," ` am p anytime hough In Final Nam l Address �� ) ✓ _J �" Inspector Yes No N/A Comments FOOTING Concrete or solid masonry a- Minimum 12"thickness Extends minimum 6"beyond f/p on all sides n y Below frost line , 1 dW Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed � � O 8"minimum thickness—back/side walls Joints between firebricks—V max � Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THR®AT �� , Lzb� Non-combustible material Minimum 4"`bearing length each end J Dam pet installed,minimum 8"above f/ o enin SMOKE CHAMEBEYt 1 � `7: Zit- Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"includingliner , Firebrick limn laid with refractory mortar G ! V`�' / g ry CHIMNEY . Minimum wall thickness 4"—solid masonry ` �, / CF Must be lined with appropriate liner type Clay flue liner laid with refractory mortar / Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" J if Minimum clearances.to combustibles 2"for l ` interior chimneys,T'.for exterior //" 6141 'le tz 1 'germination height minimum 3 feet above highest ] point of roof where it passes through,2 feet above .� �� G% 1 11 any combustible construction within 10 feet CCC((( L 0001i— Chimney ca installed HEARTH/HEARTH EXTENSION V0 YzA Ig U Constructed of concrete or masonry Supported by noncombustible material 6 No combustible material on underside ho Minimum thickness 4"—hearth onlY ' V �0 " I Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is eater than 6 s .ft must L i' � P g �' 9 � k7'1010 extend 207f front,12"sides ��MANTEL/TRIM � No combustibles within 6"of DP opening Combustibles within 12 inches of F/P opening cannot _project more than 1/8"for each inch distance from F/P opening ce Rough Plumbing / Insulation Inspection Reportz�, s Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ epart: vwpm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial". C/ NAME: CCc-5 G�or�2 1�-t PERMIT#: 3O LOCATION: ��ys ��j l-( C�.�l INSPECT ON: TYPE OF STRUCTURE: Y N N/A Q A1_5 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 Machiue Drain 2 inch min. Head or Air Supply Test Drain and Vents-;;- ; 5 PSI:or 10 feet above highest c dnection for,15 minutes Cl nout eve 106 feet/change of direction . ter Supply Piping PP y' P g � �L Cooper Commercial ,v5 Cooper,CPVC',Pex One and Two-Family InSiilatZ`on esidential Check/Commercial Check Pro er Vent,Attic Vent T-U B Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace n uct work sealed properly/No duct toe 17S . o COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FQRMS\Rough Plumbing Insulation Report.doc November 17,2003 R®ugh Plumbing / Insulation Inspection Repo _r t t$+ Office No. (518) 761-8256 Date Inspection request received: '�` */ Queensbury Building & Code Enforcement Arrive: am/pert: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: CQ\,c��)cyy� PERMIT #: 01-3 � LOCATION: -- I INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size ^1 I 5 �Lq Washing Machine Drain 2 inch minimum �J Cleanout every 100 feet/ change of direction /' Ll�(-0 Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes r Pressure Test ` Water Supply Piping ' Air/ Head 50 P.S.I for 15 minutes / sialation. Residential Check/ Commercial Check lProper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace uct work seal d ro erl / No duct to e COMMENTS: /"L)50(-, ,?6-k(NJt;;' TU S � �x-F(�—/J I' O L-1 Pp l� o Alt 2 J G� r CPC— �4�3avC� Z'"� t=Gse • %v�. ret ,2C�ra/ , � f C �c�� to LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Id Rough Plumbing / Insulation Inspection Deport Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p a art am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: Arl. PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCT 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 Plumbin /Nail Plates 1 % inch min..Drain Size Washing Machine Drain 2 inch min. qJ� Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest CiTG/` L 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 Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report � g P P� Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p, epart r am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT. G� LOCATION: INSPECT ON: Ifid S TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. —GCC� Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 '/ inch min.Drain Size #ashing 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 Cooper,CPVC,Pex One and Two-Famil 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: L.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repott.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: ;)-'v) am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 hispector's Initials: NAME: (. PERMIT#: nq LOCATION: c �r INSPECT ON: I--C TYPE OF STRUCTU Y N ; N/A raming COMMENTS ;;' Jack Studs/Headers y Bracing/Bridging ;/ G�i�aler rr�; 14-i :V ('41I ."i Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 gauge (8) 16D nails each side -%•'n.al� Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doe January 28,2003 Framing / Fi restopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: j(), am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 InspectoPs Initials: NAME: — UQ u PERMIT#: O L' J LOCATION: —t L>w -f INSPECT ON: 0 TYPE OF STRUCTURE: Y N ,N/A COMMENTS aming V/ Jack Studs/Headers Bracing/Bridging ii' ,, Joist hangers �� t l� 'emu.{ ti> ej1 a'.)ed Jack Posts/Main Beams f / / f �� Exterior sheeting nailed properly /1��f� Lr �� '"" ° ei c �' ` 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade USueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 3 -W- --d Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: ;'Q 0 amlpm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:, NAME: N PERMIT #: �J LOCATION: INSPECT ON:_,�� CAS TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast jron, Copper Drain/Vent/Comm. *bin*6bing Vent/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 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 Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report /-3 Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: 1;; J arn/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ' NAME: U S PERMIT#: LOCATION: — 7 INSPECT ON: ^ Cy)C TYPE OF STRUCTURE: v �--- " Y N , N/A ®1®'II�IEI\1'�S Framing \, ` Jack Studs/Headers Bracing/Bridging f Joist hangers Jack Posts/Main Beams �Y1C Exterior sheeting nailed properly /�� 12" O.C. . '`� f5 / 14a 7e ,. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. �fl� fYr� �;Y 3 it Notches/Holes/Bearing Walls �hJ� Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches frorn wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 . 1 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reque t received: I Queensbury Building&Code Enforcement Arrive: am/p Depai : m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �JS�� PERMIT#: 6 13 LOCATION: INSPECT ON: lot TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place i 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 s t 6undation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill.Approval t"Pfumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 J ` Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvpn� Depart: m/pm 742 Bay Rd., Queensbury,:NY 12804 Inspector's Initials. NAME: to PikPERMIT#: LOCATION: ,/�o�fpr� ��— INSPECT ON: D TYPE. OF STRUCTURE: Comments Y N N/A Footings ^ Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this 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: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ckfill Approval bing Under Slab PVC Cast/Copper�� c _ ndation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORMS\foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reques' r"ceived: , Queensbury Building&Code Enforcement Arrive: am/prn epart: a pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: NAME: C PERMIT#: LOCATION: OR D u INSPECT ON: 2 TYPE OF STRUCTURE: � r Comments i / Y / 'N N/A Footings / Piers / 1 Monolithic Slab Reinforcement in Place The contractor is response e for providing protection from fre in for 48 hours following the place ent of the concrete. Materials for this pun pose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Watei proofing / Type of Dampproofing/Wate' oofing Footing Drain Daylight or Sump Footing Drain Stone: 1 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval i r Plumbing Under Slab PVC/Cast/Copper i -`Foundation Insulationtter4/Exterior G R- 10 Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 1 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: q �' ��o5 � Queensbury Building&Code. Enforcement Arrive: anvp Dep rt: atrl/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ `} J `� PERMIT#: 600 "A0 LOCATION: ` _ INTSPECT ON: 1. Q '�� I TYPE OF STRUCTURE: SD ,ur&," ilu l Comments X N N/A Footings Piers Monolithic Slab Reinforcement in Placed > �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/Wallpoul- 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. LASuc1-Icmingway\Building.Codes.Inspection.PORMSToundation Inspection Report.doc January 28,2003 H.Thomas Jarrett,.P E. ProfessionalEngineering Kenneth Martin, P.E. Stormwater Management Report for the proposed Residential Development on lands owned by Ruben and Danna Ellsworth Ellsworth Road Town of Queensbury September 1, 2004 Introduction This stormwater report is prepared for the proposed residential home to be constructed on the Parcel Number 28-1-20 off Ellsworth Road in the Town of Queensbury. The property is approximately 14.2 acres in size. Access to the parcel will be, via a right-of:way, across two separate parcels (Map No. 28-1-42 and 28-1-43).. The proposed development on this property would increase stormwater runoff from the site if no mitigation was included. This report and the following calculations demonstrate the effect of the development of the property on stormwater runoff and proposes' the necessary mitigation needed to reduce runoff to pre-development values. Stormwater conditions represented in this report are based on modeling of the site for both the "pre-. development", or existing, and "post-development" or predicted future conditions. Stormwater peak flows are calculated for a 25-year rainstorm and total stormwater runoff volume is calculated for a 10-year rainstorm using "Hydrocad" Stormwater software, which is based on TR-20 methodology. Stormwater models should be thought of as reasonable comparisons of `before' and `after' development conditions under the conditions modeled, not a predictor of actual runoff rates.under 12 East Washington St. • Glens Falls, NY 12801 518-792-2907/518-798-1864 Fax ®Printed on Recycled Paper Ellsworth Residence September 1,2004 Stormwater Management Report all conditions. Actual runoff rates can vary from predicted flow rates due to conditions such as rainfall patterns, soil type, vegetation patterns, and soil moisture conditions, etc. which can be _highly variable over time and geographic area and can thus depart from predicted or documented conditions. Design of the stormwater system is intended to be in compliance with the Town of Queensbury Stormwater Management Regulations. Site Conditions The site, as it exists, consists of an undeveloped 14.2 acre wooded lot. The site is considered undeveloped for the purposes of calculating pre-construction stormwater runoff rates. Test pits performed on-site show soils to be reddish brown sandy loam overlying a grey brown silt with sand. The Warren County soil survey mapping shows very bouldery fine sandy loam. The soil hydrologic classification is a `B' soil. Pre:development (Existing) Stormwater.Conditions The site has been modeled with two drainage "subcatchments", or sub-watersheds. The first subcatchment is approximately 10.8 acres and encompasses the western portion of the property which will remain undeveloped. The pre-development storrnwater rate (25-year storm event) for subcatchment 1 has been calculated at 8.08 cubic feet per second (cfs), with a(10- year storm event) volume of 0.400 acre-feet(af) (see attached calculations). The second subcatchment is located directly to the east of subcatchment 1. Subcatchment 2 is approximately 12.4 .acres in size. The pre-development stormwater rate (25-year storm event) for subcatchment 2 has been calculated at 9.16 cubic feet per second (cfs), with a(10-year storm event) volume of 0.498 acre-feet (af) (see attached calculations). Page 2 of 4 Ellsworth Residence September 1,2004 Stormwater Management Report Calculated pre-development stormwater runoff from the project area includes: stormwater rate (25- year storm event) has been calculated at 17.14 cubic feet per second (cfs), with a (10- year storm event) volume of 0.898 acre-feet (af) (see attached calculations). Post:Development Stormwater Conditions With the construction of the access roadway and residential house, subsequent utility service connections and on-site wastewater disposal system and improvements, site disturbance is expected to total approximately 2.5 acres. The site has been modeled with the same two subcatchments in post-construction as in pre-construction. Permanent improvements (driveway upgrades and house construction) are to occur in subcatchment 2 only. Without mitigation, calculations show that the stormwater runoff volume will increase to 1.156 af. in subcatchment 2, while the,stormwater runoff rate was calculated not to increase (due to the proposed increased `time of concentration.'). Recommended Stormwater Runoff Management (Mitigation) The above sections show that the volume of stormwater runoff leaving the site will increase after development unless provisions are taken. to manage stormwater on the site. To reduce the stormwater runoffvolume to pre-development levels and to minimize stormwater impacts, a comprehensive stormwater management plan has been developed, including: Reduced site clearing and land disturbance Lining drainage ditches with stone to control erosion. Install retention/detention basins at key locations to retain-and infiltrate stormwater;, detention basins will overflow during severe storms along pre-existing drainage patterns., The attached report shows that the stormwater runoff rate and runoff volume for subcatchment 1 will not change. (no development in that area). With the stormwater mitigation in place, predicted stormwater runoff (Post-development) rate (25-year storm event) for subcatchment 2 has been calculated at 8.03 cubic feet per second (cfs), with a (10- year storm event) volume of 0:755 acre- feet (af) (see attached calculations). Page 3 of 4 Ellsworth Residence September 1,20.04 Stormwater Management Report . Therefore there will be a reduction in rate for a 25-year storm event, and a reduction in volume for a 10-year.storm event based on the addition of the mitigation measures proposed. Report Prepared by: Jarrett-Martin En ineers, PLLC Robert U. Holmes II, P.E. Project Engineer Attachments • Pre-Construction Conditions drawing 'Cl' • Post-Construction Conditions drawing `C2' • Erosion Control Details `EC1' • . Pre-Development Stormwater Calculations and Hydrograph Post-Development Stormwater Calculations and Hydrograph FADataFile\2000 Project Files\00-088 Elsworth General\Rubens House\00088083104 Ellsworth Stormwater ReporLdoc Page 4 of 4 1 L Drainage Diagram for 00088082604 Ellsworth SW Pre-const 26yr 8ubca Reach on` Link Prepared by Jarrett-Martin Engineers, PLLC 9/1/2004 HydroCADO 6.10 s/n 001268 ©1986-2002 Applied Microcomputer Systems 00088082604 Ellsworth SW Pre-const 26yr Type 1124-hr Rainfall=5.30"(25 yr(Pre-Const) Prepared by Jarrett Martin Engineers, PLLC Page 1 HydroCADS 6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2004 Subcatchment 1S: Subcatchment#1 Runoff = 8.08 cfs @ 12.32 hrs, Volume= 1.006 af, Depth= 1.12" Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-24.00 hrs, dt=0.01 hrs Type II 24-hr Rainfall=5.30" Area (sf) CN Description 470,364 55 Woods, Good, HSG B Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 . 0.1800 0.1 Sheet Flow,Sheet Flow Woods: Dense underbrush n= 0.800 P2=2.50" 3.1 200 0.1800 1.1 Shallow Concentrated Flow,Shallow Flow - Forest w/Heavy Litter Kv=2.5 fps. 11.9 800 0.1800 1.1 6.73 Channel Flow, Channel Area= 6.0 sf Perim= 10.0' r-0.60' n= 0.400 32.6 1,100 Total Subcatchment 1S: Subcatchment#1 Hydrograph s 8.08 cfs 8 7 ------------------------- u 5 3 - ---- - - - -- --- --- --- 4 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 00088082604 Ellsworth SW Pre-const 25yr Type!l 24-hr Rainfall=5:30"(25-yr(Pre-Const) Prepared by Jarrett Martin Engineers, PLLC Page 2 HyftCAD®6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2004 Subcatchment 2S: Subcatchment#2 Runoff = 9.16 cfs @ 12.40 hrs, Volume= 1.219 af, Depth= 1.18" Runoff by SCS TR-20 method, UH=SCS,Time Span=0.00-24.00 hrs, dt= 0.01 hrs Type 1124-hr Rainfall=5.30" _ Area M CN Description 517,684 55 Woods, Good, HSG B 16,108 85 Gravel roads, HSG B 5,180 98 Building Roof .538,972 56 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.1800 0.1 Sheet Flow,Sheet Flow Woods: Dense underbrush n= 0.800 P2=2.50" 3.1 200 0.1800 1.1 Shallow Concentrated Flow,Shallow Flow Forest w/Heavy Litter Kv=2.5 fps 16A 1,100 0.1800 1.1 6.73 Channel Flow,Channel Area=6.0 sf Perim= 10.0' r- 0.60' n=0.400 37.1 1,400 Total Subcatchment 2S: Subcatchment#2 Hydrograph - ---- --- ---- - -- 10 ®Runoff • • 9.16 cfs 9 8 7 6 . 0 5 4 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 00088082604 Ellsworth SW Pre-const 25yr Type 1124-hr RainfaN=5.30"(25-yr(Pre-Const) Prepared by Jarrett Martin Engineers, PLLC_ Page 3 HydroCAD®6.10 s/n 001268 ® 1986-2002 Applied Microcomputer Systems 9/1/2004 Link 1 L: Total Flow Inflow Area = 23.171 ac, Inflow Depth = 1.15" Inflow = 17.14 cfs @ 12.35 hrs, Volume= 2.224 of Primary = 0'00 cfs @ 0.00 hrs, Volume= 0.000 of, Atten= 100%, Lag= 0.0 min Secondary= 17.14 cfs @ 12.35 hrs, Volume= 2.224 of Primary outflow= Inflow above 5,000.00 cfs, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Link 1 L: Total Flow Hydrograph ®Inflow ----'--------•- ---- ---- - - - ---- - 17.14 cfs ;__ :__ ®Primary 19 i i --- ary ' � � � � ®5ecrond 18 17.14 cfs - ---- ---- - 17 -- - --- - - 16 -------- -- - - - ; 15 - -------- -- 14 ---•----•--- - - 13 --- -- - - - - 12 -- ----- --- -- --- ----- -------- --- -- ---- " 11 9 . o --- --- ---- --- '� 8 7 6 _____ ____-----------____ _ __ _____ _ _ ___ r 5 4 -- - - 0.00 cfs 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 1 j 1L Drainage Diagram for 00088082604 Ellsworth SW Pre-const 10yr Subca Reach on',> Link Prepared by Jarrett-Martin Engineers, PLLC 9/1/2004 HydroCAD®6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 00088082604 Ellsworth SW Pre-const 10yr Type 11 24-hr Rainfall=3.80"(10 yr Pre-Const) Prepared by Jarrett-Martin Engineers, PLLC Page 1 HydroCADO 6.10 s/n 001268 ©1986-2002 Applied Microcomputer Systems 9/1/2004 Time span=0.00-24.00 hrs, dt=0.01 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Type II 24-hr Rainfall=3.80" Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Subcatchment#1 Runoff Area=470,364 sf Runoff Depth=0.44" Length=1,100' '[c=32.6 min CN=55 Runoff--2.27 cfs 0.400 of Subcatchment 2S:Subcatchment#2 Runoff Area=538,972 sf Runoff Depth=0.48" Length=1,400' Tc=37.1 min CN=56 Runoff-2.76 cfs 0.498 of Link 1 L: Total Flow Inflow--5.02 cfs 0.898 of Primary=0.00 cfs 0.000 of Secondary=5.02 cfs 0.898 of Total Runoff Area=23.171 ac Runoff Volume=0.898 of Average Runoff Depth 0.47". 00088082604 Ellsworth SW Pre-const 10yr Type 1124-hr Rainfa11=3.80"(10 yr Pre-Const) Prepared by Jarrett-Martin Engineers, PLLC Page 2 HydroCADS 6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2004 Subcatchment 1S: Subcatchment#1 Runoff = 2.27 cfs @ 12.38 hrs, Volume= 0.400 af, Depth= 0.44" Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-24.00 hrs, dt= 0.01 hrs Type II 24-hr Rainfall=3.80" Area (sf) CN Description 470,364 55 Woods, Good, HSG B Tc Length. Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.1800 0.1 Sheet Flow,Sheet Flow Woods: Dense underbrush n= 0.800 P2=2.50" 3.1 200 0.1800 1.1 Shallow Concentrated Flow,Shallow Flow Forest w/Heavy Litter Kv=2.5 fps 11.9 800 0.1800 1.1 , 6.73 Channel Flow,Channel Area= 6.0 sf Perim= 10.0' r- 0.60' n= 0.400 32.6 1,100 Total Subcatchment 1S: Subcatchment#1 Hyd rog ra ph ' 0 Runoff 2.27 cfs 2 ----------------- 1 t - 0 0 1 2 3 4 5 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 00088082604 Ellsworth SW Pre-const 10yr Type 1124-hr Rainfall=3.80"(10 yr Pre-Const) Prepared by Jarrett-Martin Engineers, PLLC Page 3 HydroCAD®6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2004 Subcatchment 2S: Subcatchment#2 Runoff = 2.76 cfs @ 12.44 hrs, Volume= 0.498 af, Depth= 0.48" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type If 24-hr Rainfall=3.80" Area (sf) CN Description 517,684 55 Woods, Good, HSG B 16,108 85 Gravel roads, HSG B 5,180 98 Building Roof 538,972 56 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.1800 0.1 Sheet Flow,Sheet Flow Woods: Dense underbrush n=0.800 P2=2.50" 3.1 200 0.1800 1.1 Shallow Concentrated Flow,Shallow Flow Forest w/Heavy Litter. Kv=2.5 fps 16.4 1,100 0.1800 1.1 6.73 Channel Flow, Channel Area=6.0 sf Perim= 10.0' r— 0.60' n=0.400 37.1 1,400 Total Subcatchment 2S: Subcatchment#2 Hydrograph --- -- ---- --- ---- - ---- -- ----- 3 ®Runoff 2.76 cfs 2 0 LL 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 00088082604 Ellsworth SW Pre-const 10yr Type//24-hr Rainfall=3.80"(10 yr Pre-Const) Prepared by Jarrett-Martin Engineers, PLLC Page 4 HydroCAD®6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2004 Link 1L: Total Flow Inflow Area= 23.171 ac, Inflow Depth= 0.47" Inflow = 5.02 cfs @ 12.41 hrs, Volume= 0.898 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 100%, Lag=0.0 min Secondary= 5.02 cfs @ 12.41 hrs, Volume= 0.898 of Primary outflow= Inflow above 5,000.00.cfs, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Link 1L: Total Flow Hydrograph ®Inflow ---- :----i----;--- ---- --- -- ----- 5.02 cfs - - Primary ®Secondary 5.02 cfs 5 4 3 3 --- = 0 2 1 0.00 cfs 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) I T Drainage Diagram for 00088082604 Ellsworth SW Post-const 26yr subca Reach .,on Link Prepared by Jarrett-Martin Engineers, PLLC 9/1/2004 HydroCAD®6.10 sh 001268 ©1986-2002 Applied Microcomputer Systems 00088082604 Ellsworth SW Post-const 25yr Type 1124-hr Rainfall=4.40"(25-yr Post-Const) Prepared by Jarrett Martin Engineers, PLLC Page 1 Hy roCADS 6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2004 Subcatchment 1 S: Subcatchment#1 Runoff = 4.28 cfs @ 12.35 hrs, Volume= 0.618 af, Depth= 0.69" Runoff by SCS TR-20 method, UH=SCS,Time Span= 0.00-24.00 hrs, dt=0.01 hrs Type 1124-hr Rainfall=4.40" Area (sf) CN Description 470,364 55 Woods, Good, HSG B Tc Length Slope- Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.1800 0.1 Sheet Flow,Sheet Flow Woods: Dense underbrush n= 0.800 P2=2.50" 3.1 200 0.1800 1.1 Shallow Concentrated Flow,Shallow Flow Forest w/Heavy Litter Kv=2.5 fps 11.9 800 0.1800 1.1 6.73 Channel Flow,Channel Area=6.0 sf Perim= 10.0' r- 0.60' n= 0.400 32.6 1,100 Total Subcatchment 1S: Subcatchment#1 Hydrograph ' ®Runofr. 4.28 cfs 4 3 . w 3 c -------------------- -- - --- -----;-- -- LL 1 0 1 2 3 4 5 .6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 00088082604 Ellsworth SW Post-const 25yr Type lI 24-hr Rainfall=4.40"(25-yr Post-Const) Prepared by Jarrett Martin Engineers, PLLC Page 2 HydroCAD®6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2004 Subcatchment 2S: Subcatchment#2 .Runoff 8.03 cfs @ 12.40 hrs, Volume= 1.109 af, Depth= 0.90" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt=0.01 hrs Type 1124-hr Rainfall=4.40" Area (sf) CN Description 51.7,684 55 Woods, Good, HSG B 16,108 85 Gravel roads, HSG B 5,180 98 Building Roof 5,063 98 New Residence 27,247 89 Paved roads w/open ditches, HSG B 75,918 67 Brush, Poor, HSG B 647,200 59 -Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.1800 0.1 Sheet Flow,Sheet Flow Woods: Dense underbrush n= 0.800 P2=2.50" 3.1 200' 0.1800 1.1 Shallow Concentrated Flow,Shallow Flow Forest w/Heavy Litter Kv=2.5 fps 16.4 1,100 0.1800 1.1 6.73 Channel Flow, Channel Area=6.0 sf Perim= 10.0' r= 0.60' n= 0.400 37.1 1,400 Total 'Subcatchment 2S: Subcatchment#2 Hydrograph ----- ---- -- --- 8.03 cfs 8 7 6 5 ---------------- ---- --- -- u° 4 ------------------------------ ------------ 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 00088082604 Ellsworth SW Post-const 25yr Type 1124-hr Rainfall=4.40"(25-yr Post-Const) Prepared by Jarrett-Martin Engineers, PLLC Page 3 HydroCADO 6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2,004 Pond 1P: Detention Basin(s) [88]Warning: Qout>Qin may require Finer Routing>1 Inflow Area= 14.858 ac, Inflow Depth = 0.90" Inflow = 8.03 cfs @ 12.40 hrs, Volume= 1.109 of Outflow = 8.03 cfs @ 12.41 hrs, Volume= 1.088 af, Atten= 0%, Lag= 0.1 min Primary = 8.03 cfs @ 12.41 hrs, Volume= 1.088 of Routing by Stor-Ind method,Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Peak Elev= 6.21' Storage= 993 cf Plug-Flow detention time 13.4 min calculated for 1.088 of(98%of inflow) Elevation Cum.Store (feet) (cubic-feet) 0.00 0 6.25 1,000 Primary OutFlow Max=8.02 cfs @ 12.41 hrs HW=6.21' (Free Discharge) L1=Broad-Crested Rectangular Weir (Controls 8.02 cfs) # Routing_ Invert. Outlet Devices 1 Primary 5.50' 5.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Pond 1P: Detention Basin(s) Hydrograph ®inflow ®Primary 8.03 cfs 8 7 --------------------------------------- 5 - 3 2 1 0 • 0 1 '2 3 4 5 6 7 8 8 10 11 12 1'3 14 15 16 17 18 19 20 21 22 23 24 Time'(hours) 00088082604 Ellsworth SW Post-const 25yr Type //24-hr Rainfall=4.40"(25-yr Post-Const) Prepared by Jarrett Marlin Engineers, PLLC Page 4 HydroCAD®6.10 s/n 001268 m 1986-2002 Applied Microcomputer Systems 9/1/2004 Link 1 L: Total Flow Inflow Area= 25.656 ac, Inflow Depth= 0.80" Inflow = 12.23 cfs @ 12.38 hrs, Volume= 1.706 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 100%, Lag=0.0 min Secondary= 12.23 cfs @ 12.38 hrs, Volume= 1.706 of Primary outflow= Inflow above 5,000.00 cfs, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Link 1L: Total Flow Hydrograph ---- - --- - --- --- --- - ----- ffil ---�-------------------- 12.23 cfs .-------- ----�---- -----;- . 13 .- . - ---------- ---------- --- 12.23 cfs --- ------- ................-........ -------- 12 --- -- --- --- ----- ------ 11 10 9 - ----- -- 8 , - ----- - — — - --- --- - ---- 3 7 --- o , . r 5 3 ---- ---- - --- 2 0.00 cfs 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 1 2 1 -L Drainage Diagram for 00088082604 Ellsworth SW Post-const 10yr Su.bca Reach on Link Prepared by Jarrett-Martin Engineers, PLLC 9/1/2004 HydroCAD®6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 00088082604 Ellsworth SW Post-const 10yr Type ll 24-hr Rainfall=3.80"(10-yr Post-Const) Prepared by Jarrett-Martin Engineers, PLLC Page 1 HydroCADO 6.10 s/n 001268 0 1986 2002 Applied_Microcomputer Systems 9/1/2004 Time span=0.00-24.00 hrs, dt=0.01 hrs, 2401 points Runoff by SCS TR-20 method, UH:;SCS, Type II 24-hr Rainfall=3.80" Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S:Subcatchment#1 Runoff Area=470,364 sf Runoff Depth=0.44" Length=1,100' Tc=32.6 min CN=55 Runoff--227 cfs 0.400 of Subcatchment 2S:Subcatchment#2 Runoff Area=647,200 sf Runoff Depth=0.61" Length=1,350' Tc=36.2 min CN=59 Runoff-4.92 cfs 0.755 of Pond 1 P: Detention Basin(s) Peak Storage=11,996 cf @ 5.77' Inflow=4.92 cfs 0.755 of Primary=1.74 cfs 0.489 of Outflow= 1.74 c% 0.489 of Link 1L: Total Flow Inflow=2.62 cfs 0.889 of Primary=0.00 c% 0.000 of Secondary=2.62 cfs 0.889 of Total Runoff Area=25.656 ac Runoff Volume= 1.156 of Average Runoff Depth=0.54" 00088082664 Ellsworth SIN Post-const 10yr Type 1124-hr Rainfall=3.80"(10-yr Post-Const) Prepared by Jarrett Martin Engineers, PLLC Page 2 HydroCAD®6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2004 Subcatchment 1S: Subcatchment#1 Runoff = 2.27 cfs @ 12.38 hrs, Volume= . 0.400 af, Depth= 0.44" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt=0.01 hrs Type II 24-hr Rainfall=3.80" Area(sf) CN Description 470,364 55 Woods, Good, HSG B Tc Length Slope Velocity Capacity Description (min) (feeD ft/ft) (ft/sec) (cfs) 17.6 100 0.1800 0.1 Sheet Flow,Sheet Flow Woods: Dense underbrush n= 0.800 P2=2.50" 3.1 200 0.1800 1.1. Shallow Concentrated Flow,Shallow Flow Forest w/Heavy Litter Kv=2.5 fps 11.9 800 0.1800 1.1 6.73 Channel Flow,Channel Area= 6.0 sf Perim= 10.0' r— 0.60' n= 0.400 32.6 1,100 Total Subcatchment 1S: Subcatchment#1 Hydrograph �Runoff 2.27 cfs 2 ---------------------- 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 00088082604 Ellsworth SW Post-const 10yr Type 1l 24-hr Rainfall=3.80"(10 yr Post-Const) Prepared by Jarrett Martin Engineers, PLLC Page 3 HydroCADS 66.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2004 Subcatchment 2S: Subcatchment#2 r Runoff = 4.92 cfs @ 12.40 hrs, Volume= 0.755 af, Depth= 0.61" Runoff by SCS TR-20 method, UH=SCS,Time Span= 0.00-24.00 hrs, dt=0.01 hrs Type II 24-hr Rainfall=3.80" _ Area (sf) CN Description 517,684 55 Woods, Good, HSG B 16,108 85 Gravel roads, HSG B 5,180 98 Building Roof 5,063 98 New Residence 27,247 89 Paved roads w/open ditches, HSG B 75,918 67 Brush, Poor, HSG B 647,200 59 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.6 100 0.1800 0.1 Sheet Flow,Sheet Flow Woods: Dense underbrush n= 0.800 P2=2.50" 0.8 50 0.1800 1.1 Shallow Concentrated Flow,Shallow Flow Forest w/Heavy Litter Kv=2.5 fps 17.8 1,200 0.1800 1.1 6.73 Channel Flow,Channel Area= 6.0 sf Perim= 10.0' r- 0.60' n= 0.400 36.2 1,350 Total Subcatchment 2S: Subcatchment#2 Hydrograph M Runoff 5 4.92 cfs 4 _ 3 LL 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19. 20 21 22 23 24 Time (hours) 00088082604 Ellsworth SW Post-const 10yr Type I124-hr Rainfall=3.80"(10 yr Post-Const) Prepared by Jarrett-Martin Engineers, PLLC Page 4 HydroCAD®6.10 s/n 001268 ® 1986-2002 Applied Microcomputer Systems 9/1/2004 Pond 1P: Detention Basin(s) Inflow Area= 14.858 ac, Inflow Depth = 0.61" Inflow = 4.92 cfs @ 12.40 hrs, Volume= 0.755 of Outflow = 1.74 cfs @ 13.15 hrs, Volume= 0.489 af, Atten=65%, Lag=45.0 min Primary = 1.74 cfs @ 13.15 hrs, Volume= 0.489 of Routing by Stor-Ind method,Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Peak Elev= 5.77' Storage= 11,996 cf Plug-Flow detention time=224.3 min calculated for 0.489 of(65%of inflow) Elevation Cum.Store. (feet) (cubic-feet) 0.00 0 6.25 13,000 Primary OutFlow Max=1.74 cfs @ 13.15 hrs HW=5.77' (Free Discharge) L1=Broad-Crested Rectangular Weir (Controls 1.74 cfs) # Routing Invert Outlet Devices 1 Primary 5.50' 6.0' long x 10.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Pond 1P: Detention Basin(s) Hydrograph ®Inflow 4.92 cfs ®Primary 5 4 3 2 1.74 cfs 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 00088082604 Ellsworth SW Post-coast 10yr Type 11 24-hr Rainfall=3.80"(10 yr Post-Const) Prepared by Jarrett Martin Engineers, PLLC Page 5 HydroCADS 6.10 s/n 001268 01986-2002 Applied Microcomputer Systems 9/1/2004 Link 1L: Total Flow Inflow Area= 25.656 ac, Inflow Depth = 0.42" Inflow = 2.62 cfs Q 13.13 hrs, Volume= 0.889 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 100%, Lag= 0.0 min Secondary= 2.62 cfs @ 13.13 hrs, Volume= 0.889 of Primary outflow= Inflow above 5,000.00 cfs,Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Link 1L: Total Flow Hyd rog ra ph ®Inflow 2.62 cfs ®Primary C Secondary 2.62 cfs 2 $ ---- - - ------ - ----- 1 0'.00 cfs U 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) e nBy/DLe REScheck Compliance Certificate he New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:C:\Program Files\Check\REScheck\Houses\Ellsworth.rck PROJECT TITLE:Ellsworth Residence COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:01/20/04 DATE OF PLANS: 1/08/04 DESIGNER/CONTRACTOR: Eric J.Rutland Drafting Services&Const.Management COMPLIANCE:Passes Maximum UA=723 Your Home UA=677 6.4%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 2110 38.0 . 0.0 53 Wall 1:Wood Frame, 16"o.c. 3490 21.0 0.0 166 Window 1:Wood Frame:Double Pane with Low-E 487 0.270 131 Door 1: Solid 21 0.125 3 Door 2: Solid 21 0.125 3 Door 3:Glass 21 0.270 6 Door 4:Glass 21 0.270 6 Basement Wall 1: Solid Concrete or Masonry 1584 13.0 0.0 89 Wall height:9.0' Depth below grade: 8.0' Insulation depth:9.0' Window 2:Wood Frame:Double Pane with Low-E 24 0.270 6 Basement Wall 2:Wood Frame 468 0.0 0.0 143 Wall height:9.0' Depth below grade:0.0' Insulation depth:9.0' Window 3:Wood Frame:Double Pane with Low-E 47 0.270 13 Door 5:Glass 42 0.270 11 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 258 21.0 0.0 11 Floor 2: Slab-On-Grade:Unheated 52 10.0 36 Insulation depth:4.0' Furnace 1:Forced Hot Air,85 AFUE x Air Conditioner 1:Electric Central Air, 10 SEER 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 eating that-to the best of his/her knowledge,belief and professional judgment,such plans or specifications are in co" ]' n ode. '� otlKK4RIDt Gr/Design Zo v i. Date REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 05/12/04 PROJECT TITLE:Ellsworth Residence Bldg. Dept. Use Ceilings: [ ] 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. Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,9.0'ht/8.0'bg/9.0'insul, R-13.0 cavity insulation Comments: [ ] 2. Basement Wall 2: Wood Frame,9.0'ht/0.0'bg/9.0'insul,R 0(uninsulated) Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor: 0.270 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.125 Comments: [ ] 2. Door 2: Solid,U-factor:0.125 Comments: [ ] 3. Door 3:Glass,U-factor: 0.270 Comments: [ ] 4. Door 4:Glass,U-factor:0.270 Comments: [ ] 5. Door 5:Glass,U-factor:0.270 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation Comments: [ ] 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. I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,85 AFUE or higher Make and Model Number [ ] I 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher C Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I 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. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. 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. [ ] I Insulation R values,glazing U factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R 11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R 6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-11. [ ] 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 I (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). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I 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 I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York Citv B uilding 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/offheater 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 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25' 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) JAY D. NUDI CONSTRUCTION- Job Site Address Date 5/3/2004 Owner Ruben $ Danna Ellsworth Application No. File No. Window Schedule Window Window Window Unit Or Rough Rough SO.FT. SQ.FT. SQ.FT. Clear Clear Special Number Manufacturer Model Stock Opening Opening Visible Actual Clear Opening Opening Hardware On Plan Name Or Type Number Width Height Light Vent Egress Width Height Or Call Size Opening In Inches In Inches Instructions A Pella pro-line Dble Hung 3331-3732-3731 over 3759-3 9-33/4 7-71/2 35.1 18.6 6.0096571 33.125 1 26.125 B Pella pro-line Dble Hung 3759-2 6-2 3/4 4-11 3/4 23.4 12.4 6.0384115 33.125 26.25 C Pella pro-line Dble Hung 3753 3-1 314 4-5 3/4 10.4 5.5 5.3483073 33.125 23.25 D Pella pro-line Casement 2965-3 7-3 3/4 5-5 3/4 37.5 39.6 8.507704 20.125 60.875 E Pella pro-line Fixed 8725 7-3 3/4 3-1 7/8 19.33 0 0 0 0 F Pella pro-line Casement 2965-2 4-10 3/4 5-5 3/4 25 26.4 8.507704 20.125 60.875 G Pella pro-line Casement 2535 4-2 3/4 2-11 3/4 4.2 4.5 3.0017361 14 30.875 H Pella pro-line Dble Hung 3371-3 8-3 3/4 5-11 3/4 37.8 20.1 6.7467448 30.125 32.25 1 Pella pro-line Fixed 3337-3339-3337 8-3 3A 3-Mar 26.81 0 0 0 0 1 Pella pro-line Casement 2547-2 4-2 3/4 3-11 3/4 11.6 12.6. 4.1684028 14 42.875 K Pella pro-line Dble Hung 3759 3-1 3/4 4-11 3/4 11.7 6.2'. 6.0384115 33.125 26.25 L Pella pro-line Dble Hung 3757 3-1 3/4 . 4-9 3/4 11.3 5.9 6.0384115 33.125 26.25 M Pella pro-line Dble Hung 3757-2 6-2 3/4 4-9 3/4 22.6 11.8 5.8683767 33.125 25.25 N Pella pro-line Awning 3525 2-11 3/4 2-1 3/4 4.2 4.5 4.5876736 35 18.875 0 Pella pro-line Dble Hung 3759-3 9-3 3/4 4-11 3/4 35.1 18.6 6.0384115 33.125 26.25 01 Pella pro-line Dble Hung 3765 3-1 3/4 5-5 3/4 13 6.9 6.7285156 33.125 29.25 0 0 0 0 0 0 0. 0 0 JAY D. NUDI CONSTRUCTION Job Site Address Date 5/3/2004 Owner Ruben & Danna Ellsworth Application No. File No. Natural Light,- Ventilation & Emergency Egress Requirements Habitable Area Of Req.Light Actual Req.Vent Actual SQ.FT. Remarks Room Room In 8%Of Room Light 4%Of Room Vent. Opening On Plan SO.FT. Area In SQ.FT. Area SQ.FT. For Egress Dining 263.5 21.08 26 10.54 13.8 6.728 Sunroom 182 14.56 62.5 7.28 66 3068 Door Fam./kit. 495 39.6 42 19.8 24.6 2868 Door Master 271 21.68 58.5 10.84 31 6.038 Bed#2 1 126 10.08 22.6 5.04 1 11.8 5.808 Bed#3 192 15.36 22.6 7.68 11.8 6.038 Bed#4 202 16.16 22.6 8.03 11.8 5.808 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROPOSED R SIDENCE APPROXIMATE LOCATION �_ - M OF PROPOSED lj-` APPROXIMAT TURBANCE LIMIT / — P N0.28- 20 —� IRS � P NO.26-1-44 � i as P lX1 NO.2 -43 P L NO.28-1-45 x 3 N W LA OF C. DAVI JENKINS RS ANDS 1` EARL, SCOT & JUDY SPE URG r 1 PAGE 42 GRAPHIC SCALE TION TEST Y2ON PW IDO 0 50 100 200 400V2 � r — �I (� � DR VVM NDTM �,J�1 T "✓// C1-1) PLAN BASED ON A SURVEY FROM VAN DUSEN do STEVES, LAND SURVEYORS, LLC. RDRAWW EVISED 9 TI 02.�P OF A SURVEY MADE FOR DANA MORTON'. DATED JULY 15. 2002. PROPOSED RESIDENCE � � �r� (_jU�eJ SUBSURFAM WESTIM71 N. TEST PIT /1 0 - 3" DARK BROWN TOPSOIL WITH DUFF / 3 - 31' REDDISH BROWN SANDY LOAM 31- W GRAY BROWN SILT WITH SAND (HARDPAN) j A IRS 86' BOTTOM OF HOLE NO MOTTLING OR EVIDENCE OF HIGH GROUD WATER TEST PIT !2 �O 45' D - 3" DARK BROWN TOPSOIL WITH DUFF 3 - 31' REDDISH BROWN SANDY LOAM APPROXIMATE 31- B6- GRAY BROWN SILT WITH SAND (HARDPAN) DISTURBANCE B6' BOTTOM OF HOLE LIMITS NO MOTTLING OR EVIDENCE OF HIGH GROUD WATER \ ( / PERCOLATON TEST #1 /L Q TEST DEPTH: 32" SOIL: GRAY BROWN SILT WITH SM D STABILZED PERCOLATION RATE OF 4 MINUTES 9 SECONDS. PERCOLATION TEST NT2 �+ TEST DEPTH: 32" SOIL GRAY BROWN SILT WITH SAND / STABILIZED PERCOLATION RATE OF 5 MINUTES 15 SECONDS. PROPOSED Q WAS ATER LEAC 9191A4 .RtJBIxnwTncLm FILM DIME REV# ISSIM/NEVOM 13Y ERA 94 —Suemffi4CE WVESTlOA7M RM �9 FES DENUC DEMELICI I W RISEN ADD DAMIA EUSAK R'IH Boom MAN JARZE7CI4 - MAI2'd'IN ENGINEEM, P= GRAPHIC SCALE scALr_sce roc SCALEFIRW EWIWERIAGE _ 12 EAST WASHINGTONSTpffT PHOW(51%7�07 So 0 25 5D t o0 20o COPYHGHT o 2UM GLENS FALLS.N.Y. FAX:(518)788-1884 a.raa.,elosau roMru AUERJdTMN IMIOF�pB >f�T.1CF1 r�rrnrwLEaa®mxrr (1N RDT> »nwo aw.waaFMs oaa.a�urar FIEF/009MI10804 ELLSWORTH HOUSE S"XMWAT'ER PLMLDW&PLO1T®/F43RSEDAGI1045:16 PM n�'re®oo+�ruvar�