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2003-120
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030120 Application Number: A20030120 Tax Map No: 523400-266-001-0002-006-002-0000 Permission is hereby granted to: CAROLYN KELLOGG For property located at: 1720 RIDGE Rd 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. T=e of Construction Value Owner Address: CAROLYN KELLOGG 1720 RIDGE Rd Fireplace Garage-3 Cars Attached QUEENSBURY NY 12804-0000 Single Family Dwelling $650,000.00 Storage Building Total Value $650,000.00 Contractor or Builders Name/Address Electrical Inspection Agency CIFONE CONSTRUCTION CO. INC. NEW YORK BOARD OF FIRE UNDE1 PO BOX 684 GLENS FALLS,NY Plans&Specifications 2003-120 5390 SQ FT SINGLE FAMILY DWELLING WITH A 3-CAR ATTACHED GARAGE AND 464 SQ FT BOAT STORAGE BUILDING; AND "2" FIREPLACES AS PER PLOT PLAN SPECIFICATIONS $756.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,May 12,2006 (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 Town of Queensbury; Monday,May 12,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF. QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 - ___ CE:RT I F I CAT E �O F =0 C CU PAN Y Perini_t:N.urnber .•:P20030120 - . Date Issued:= Thursday, August 18, 2005 This i's-tacertify that,-.W rk re(1uested.to--be,done as shown-by)Permit Number P20030120 has been completed. Tax Map Number; _ 523400-266-001-0002-006-002-0000 Location: 1720 RIDGE Rd CAROLYN KELLOGG Applicant: - CAROLYN KELLOGG This.structure may be occupied as a: Fireplace-- By O=der.of Town Board - Garage--"3 Cars Attached _ _ TOWN-OF QUEENSBURY-- Single Family Dwelling ... ._-1$0WRgC.ffdJj&jqprtif1cate of Occupancy DOES NOT relieve the /J - property owner of the-responsibility for compliance with Site Plan, ®d :_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 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030120 Application Number: A20030120 Tax Map No: 523400-266-001-0002-006-002-0000 Permission is hereby granted to: CAROT,YN KF,T,I,OGCT For property located at: 1720 RIDGE Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: CAROLYN KELLOGG 4 HIGHLAND Ave Fireplace Garage-3 Cars d QUEENSBURY NY 12804-0000 Sinle FamilDwelling $650,000.00 Storage Building Total Value $650,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency CTFONE CONSTRIJCTION CO. INC. NEW YORK BOARD OF FIRE TJNDE PO BOX 684 GLENS FALLS_ NY Plans&Specifications 2003-120 5390 SQ FT SINGLE FAMILY DWELLING WITH A 3-CAR ATTACHED GARAGE AND 464 SQ FT BOAT STORAGE BUILDING; AND "2" FIREPLACES AS PER PLOT PLAN SPECIFICATIONS $756.80 PERMIT FEE PAID -THIS PERMIT EXPIRES: triday, May 12, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcem-enreflccer------- of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Monday, May 12, 2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030120 Application Number: A20030120 Tax Map No: 523400-266-001-0002-006-002-0000 Permission is hereby granted to: CAROT,YN KF,T,T,000T For property located at: 1720 RIDGE Rd in the Town of Queensbury,to construct or place at die 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. i ; Tyke of Construction Value Owner Address: CAROLYN KELLOGG 4 HIGHLAND Ave Fireplace Garage-3 Cars d QUEENSBURY, NY 12804-0000 Single FamilDwelling $650,000.00 Storage Building Total Value $650,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency CTFONE CONSTRIJCTION CO. INC. NEW YORK BOARD OF FIRE TJNDE PO BOX 684 C'TLENS FALLS_ NY Plans&Specifications 2003-120 5390 SQ FT SINGLE FAMILY DWELLING WITH A 3-CAR ATTACHED GARAGE AND 464 SQ FT BOAT STORAGE BUILDING; AND "2" FIREPLACES AS PER PLOT PLAN SPECIFICATIONS $756.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: hursday, May 12, 2005 (If a longer period is required,an application for an extension must be made to the code ent Officer of the Town of Queensbury before the expiration date.) �— Dated at the Town of Queensbury; Monday, May 12, 2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement - TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030120 Application Number: A20030120 Tax Map No: 523400-266-001-0002-006=002-0000 Permission is hereby granted to: CAROLYN KF,T,T,OGG For property located at: 1720 RIDGE Rd 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: CAROLYN KELLOGG 33 MASTERS COMMON NORTH GaragFireplace UEENSURY,NY 12804-0000 -3 Cars Attached Q B Single ingle le Family Dwelling $650,000.00 Storage Building Total Value $650,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency CIFONE CONSTRUCTION CO. INC.. NEW YORK BOARD OF FIRE IJNDF, PO BOX 684 GLENS FALLS.NY Plans&Specifications 2003-120 5390 SQ FT SINGLE FAMILY DWELLING WITH A 3-CAR ATTACHED GARAGE AND 464 SQ FT BOAT STORAGE BUILDING; AND "2" FIREPLACES AS PER PLOT PLAN SPECIFICATIONS $756.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,May 12,2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To n of eens ;� o , ay 12,2003 SIGNED BY ®� for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town'bf Queensbury Department of Community Development, 742 Bay Rd., Queensbury,NY 12804 v (518) 761-8256 1 / A permit must be obtained before beginning construction. Permit No.: No inspection will be made until applicant has received a Fee Paid: valid building permit. Form must be completed. Rec.Fee Paid: �? Reviewed By: Applicant: �� C Owner: Address: Address: � box (0" H �o �d ��s t-• � Phone#: lga_gc��d. Phone#: 19a_a95 Tax Map Number: ( ,rc), Subdivision Name: reFIV ® (if applicable) Qm-"et:�Eo z�03 Lot Number: /House Number: V6/Street 1 OR "PC)WN OF QUEENSSURY Property Location: ao BUILDING AND COD= New Building(Residents /Commercial Estimated Market Value of Construction SO -)5QOO ❑ Addition: Residential/Commercial If an Addition,what will use of addition be? ❑ Alteration: Residential/Commercial ❑ No change to Exterior size: Residential/Commercial ❑ Other work: (describe ) o Check Below Occupancy Info V floor sq.ft. 2° floor sq.ft. Other floor sq.ft. Total Sq.Ft. Single Family Dwelling ?�—� !b 510 S'�5 Two Family Dwelling • Townhouse Multifamily Dwelling #of units Office Mercantile Manufacturing 1 car detached garage 2 car detached garage. 3 car detached garage 1 car attached garage 2 car attached garage 3 car attached garage 900 Storage Bldg.,Comm 3 i Storage Bldg.,Res. Other What is the proposed height of the structure:�_feet inches Will any second-hand or ungraded lumber be used? If so,for what? No.of Fireplaces to be installed: No. of Woodstoves to be installed: List below the person(s)responsible for supervision of work in regards to Building Codes: Name Address Phone No. Builder C Co.,'C Q N`f '1 a Plumber Mason Electrician Declaration: Please sign below after you have carefully read the statement: --. To the best of my knowledge the statements contained in this application, together with the plans and Y specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor; drawn to scale, showing actual location of all new construction. Signature: - / gn ��� (circle one: owner,owner's agent,architec contractor Project Name: WQv;t� Co,m�u,�� ��,1`��o(J BP# O C>,---O Address: »ao ?V►d l� �WRI - Building Pen-nit Submission SFD 7*0h"V Op ` 1 ZD Checklist 2-Famil evi �`� All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbury Building Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ... ❑yes ❑ ❑ 2. Energy Form or CheckM&te Energy Code Compliance Forms Complete.. 0( yes ❑no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program... ... ... ...... .. Z yes ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)... ... ...... ...... ... ... ❑v( yes ❑no ❑n/a 5. Solid Fuel Burning or Gas Appliance Form... ... ... .Nyes ❑ ❑ 6. Electrical Inspection Form... ... ... ©yes ❑ ❑ 7. Two(2)complete sets of structural drawings..... ... ... ... ... ... ... ... ... ... ... .Dyes [--]no ❑n/a a) floor plan;b) foundation plan;c) cross sections:d) elevations; e)window and door schedule 8. Two(2) site plans showing location of the structure to be built.... ... ... ... eyes Ono ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure......... ... ... ... ... ... ... ... .. Eyes ❑no ❑n/a 10. Setbacks to neighboring wells and septic systems,including onsite well... . ®yes ❑no []n/a and septic systems (if applicable) 11. Driveway Permit... ... ......... ... ... ...... ... ... ... ... ......... ... ... ... ... ... ... Dyes Eno ❑n/a Date: Staff Initial: L:\Suelieming-way\Bading.PennitFORNB\Generic Checklist.doc January 28,2003 tie `Ql to 00 n Residential Plan Review: One &Two Family Dwellings Check Y/N/N/A Y (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 Su.6 s4l"& Door Schedule/Main Entrance 36"Door Emergency escape for Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade, 5.0 sq. ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check paperwork compliance and inspectors checklist: OK Vertical Rebar as required by code 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 Platforms at exterior doors Stairway headroom 6 ft. 8 in. all stairs 36"Width Stair run and rise Winder run and rise J Spiral not allowed from 2" 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 height V Safety Glazing Notes for required areas / Garage Fire Separation Garage Floor Sloped Attic Access iv/,� Roof over 30"—22"x 30" /� Crawl Spaces 18"x 24"Access Carbon Monoxide Detector lowest sleeping level Soil Test Results; if required Septic to well or water line separation All paperwork signed 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:�� c�� die , �J) ll rl File PermiteE-17 (O� Tax Map No.ab(. Fee PaidO Owner's Name: Q .......................................................................... .. ....2003.............................. Address: A����i-n �c� �J S' C�`rrr� T iv©�OUeefJ813(jay owDING � DOE� 2. INSTALLER'S NAME : C�o v,�c��1 �xCr;� `;,,, PHONE NO.19 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply #of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = �3n Garbage Grinder Installed yesX / no Spa or Hot Tub Installed yes_ / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) ToDoQraDhv Soil Nature Ground Water Bedrock or Im ervious Material Domestic Water So ply Flat n at what depth at what depth municipal Ro ling loam — feet _ feet YeSteep slope clay ell; water supply _%slope other from any septic-system depth: absorption is 10 ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate:. 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. kQk Septic Tank: gallon (min. size ],000 gal.) Tile Field: each trench S''O ft. Total System Length: Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if_required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Lam" Signature of responsible person Date Fire Marshal's Office 1 Town of Queensbury,742 lay Road,Queensbury,NY w: ? (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel i& vented gas appliances Date 20 Q. Permit NoQ 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. T lie applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of i F these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: -,,��.,, _ , ,� ' . ,.h� Stove: wood coal. pellet gas Fireplace insert Address g' 3 `;� (., Fireplace, factory-built: wood ga (.nF y ti �.� 1 ¢ Fireplace, masonry: wood gas Furnace: wood gas oil Phone:,-=1 If non-masonary applicance, please provide � Manufacturer Name:`j(��r-` Owner:.�.}cs�x�.� �� �..rt�r«�r-. -,..c3 ;�c� � � — 7 s Model Number: �',., Address: LL, ..tip ,r4 J3 Chimney Information (circle appropriate words) Phone: � :49 _�:� w Masonry block brick stone Flue tile steel size: ' inches Exact Address: s ,n of construction or` nstallation { Factory-Built Manufacturer name: 4 j Model Number: Note: Listed By:=jL_ Number: Construction IInstallation must conform to NYS Fire Prevention &Building Indicate (circle) chimney material: Code. Consult available Town of Queensbuf), if Handouts regarding required inspections. Double wall Trinhe IaI / tnsadated / Direct venting SChimney Liner � O'a,aii.�[er'�r Department—Toi�ux .of Qzace��,erbury, 3�Te�Yor.H: f,'r1 fir` J•:' Fire Marshal Code# $Collected' `$Refunded Received fiorn (refunded to):aF 4 r address: l _ A 173 3389 (190) Public Sulety A 233 2655 (230)Minor Sales DATE: r •.� White(Applicant) / Green(Fire Marshal) ! Yellow(Bldg. Dept.) / fink&Goldenrod(Cashier's DcpQ a Fire Marshal's Office Towu of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys - applicable to solid ff. a liances Date )j 31 , 20 j4AR 2003 Permit No. Application is hereby made to the BuirAWice or the issuance of a Building and Use Permit pursuant to the New York State Fire P �Jla!i �� ale. The applicant or owner agrees to comply with all applicable laws, ordinances, re g all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: C f ��VSI � _ Stove: wood coal pellet gas Fireplace insert Address:P9 Fireplace, factory-built: wood as G-f Fireplace, masonry: wood gas Furnace: wood gas oil Phone: 'ag a` q�.�a-a If non-masonary applicance,please provide Owner: ��, Manufacturer Name:�19 le, Address:` Model Number: Chimney Information. Phone: (circle appropriate words) Masonry block brick stone Flue tile steel size: inches Exact Address: k- C Q l CCU rod, (-I) of construction or installation Factory-Built Manufacturer namcX� �� Model Number: Note: Listed By: Q L Number: Constri.tctiorr/Installation insist conform to NYS Fire Prevention &Building Indicate (circle) chimney material: Code. Consult available Town of Queensbur3r Handouts regarding required inspections. Double wal Triple wall / hrsulated / Direct venting Clrimnev Lhier � C�,,cchti�z-Dim�ep�rtmeYa�E—2'o�rr� of Q�cePri.�rbu-�'Y, �"B�vQ-�or.7i: C ,Fire Marshal Code# S Collected S Refunded (�?ece nded to): 60 address:(Jl� A 173 3389 (190) Public Safety �r -- A 233 2655 (230) inor Sc les DATE: 03 White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.) Permit Number (town use) Town.of Queensbury Application for Stormwater Management Permit Under Chapter 141,Stormwater Management, LL 4-99 THIS APPLICATION IS FOR A p Major Project ;�4ulinor Project 1. OWNER &DIVIDUAL p PARTNERSHIP p ASSOCIATION p CORPORATION 0-MUNICIPALITY p AGENCY NAME s.Cor PHONE MAILING ADDRESS CITY�� STATE j ZIP CODE _2. :AGENT p;S ME AS OWNER VQONTRACTOR .[]ATTORNEY p CONSULTANT p CONTACT PERSON NAME Ct ©r� -�'' ��.� PHONE MAILING ADDRESS CITY �� 1 STATE �'( ZIP CODE,` 3. CONTRACTOR SAME AS AGENT NAME TPHONE MAILING ADDRESS CITY STATE ZIP CODE 4. ,PROJECT L,:OCATION" FACILITY NAME (if not residential). SECTION [ BLOCK LOT STREET ley ZONING CLASSIFICATION, PROPERTY,IS PRESENTLY s--� VACANT 0 PARTIALLY DEVELOPED 0 DEVELOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? p No es, name of subdivisiorZ/ L 5. PROJECT DESCRIPTION PROJECT PROJECT INVOLVES:. 0 Earthwork/Landscaping 0 Tree Clearing. ouse Construction or Addition riveway Construction L:ICRAIG\TEMPLATE&STWATAPPSITOWN S ORMWATER APPL.DOC 11/2000 Page 1 of 2 1 i Garage Construction NDetached Structure Woleptic System p Modification of a Stormwater Device Q Other PROPOSED USE p Residential(seasonal) Residential (year-round) []Association p Public []Commercial PROPOSED STARTING DATE All-A.1 O PROPOSED COMPLETION DATE O DESCRIBE THE MAXIMUM SLOPE OF THE PROPERTY IN THE PROJECT AREA: ;Wd-5% (Level) p 5-10% (Gradual slope) p 10-15% (Moderate slope) p Greater than 15% (Steep Slope) IS ANY PORTION OF THIS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? ,Wes p No (if yes,please explain) 6. CALCULATIONS & CONTROLS TOTAL AREA OF PROPERTY /G ACRES FT2 (circle one) TOTAL AREA OF LAND DISTURBANCE:! dD FT2(do not include area of stormwater controls) TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE: l �, ood FT2 TOTAL VOLUME OF STORMWATER TO BE CONTROLLED: (see instructions) TYPE OF STORMWATER CONTROL'MEASURES TO BE USED: HAS AN EROSION CONTROL PLAN BEEN PREPARED? 9'es, plan is attached p No If no, please contact your County Soil&Water Conservation District for assistance: Warren County 623-3119 7. SITE INSPECTION During the processing of this application town personnel may need to visit this site for the purpose of inspecting, measuring and/or photographing site conditions. I authorize town personnel to conduct such a site inspectionxyes & no I wish to be contacted prior to any site inspection )oyes A no 8. CERTIFICATION 1 hereby affirm that the information on this form-and all.attachments submitted:herewith is true to the best of my knowledge and belief. As a condition to.the issuance of a permit, the applicant accepts full legal responsibility for all damage,.direct and indirect, or whatever nature, and by whomever suffered, arising out of the project described herein and agrees to indemnify and save harmless the townfrom suits, actions, damages and costs of every name and description resulting from the.said project. SIG U,E OF OWNER DATE SI�GNA'T OF AGE DATE I� INCLUDE WITH THI. RM:. A Site location map A Project plans on 8'/Z X;1'1 size paper(Submiit 4 copies of anyplans larger than 1=1X17) A Names.and legal mailing.addresses of anyco-owners of the property A Attachment A(for:major projects only) Stormwater Control Report (for major projects only) A Environmental Assessment Form (for major projects.onl�) Failure to include any one of there wired items.will result in an incomplete notice and delay in rocessin our L:\CRAIG\TEMPLATE&STWATAPPS\TOWN S ORMWATER APPL.DOC 11/2000 Page 2 of 2 application. Permits and approvals may be required from other agencies. for town use only The project is approved as shown on the attached approved plans and subject to the conditions listed on the attached Schedule A. Approved by on Permit Expires Zoning Administrator Date ATTACHMENT to Stormwater Management Permit Application Permits or approvals-required from other agencies Agency Permit or Approval Date Applied Date Issued Adjoining Property Owners List all parcels-within 500 feet. Tax Parcel Number Name Mailing Address L:\CRAIG\TEMPLATE&STWATAPPS\TOWN'STORMWATER APPL.DOC 11/2000 Page 3 of 2 32 Terrace Lane Queensbury,NY 12804 (518)793-9376 J April 30, 2001 Van Dusen & Steves 196 Haviland Road .8 Queensbury, NY 12804 �` � ��. Re: Wayne Kellog Property, Ridge Road, Town of Queensbury, 1r�AR 2003 Warren County, New York. TOWN##OFQUEENSSUpy Sl/1LDING,a,� CQDt -: On April 26, 2001 I examined the soils and performed a soils perculation test on the above property. Listed below are my observations: 0 - 8 Inches, topsoil 8 -21 Inches, loamy fine sands 21 -52 Inches, fine and very fine sand Pecrulation rate is: 3 minutes and 10 seconds per inch. Soils observed in the area of this test pit are deep, well drained sandy lacustrine -deposits. No high ground water table occur at this location. If you have any questions about the above soils information, please feel free to contact me. Charles-H.. MaineL Soil Scientist Queensbury Building & Code Enforcement - Residential Final Inspection `3 p Office No. (518)761-8256 Arrive: 3`9(� am/pmDepart: am/pm Date Inspection request received: Inspector's Initials: _ NAME: E, U PERMIT#: LOCATION: "2��AnDr.J P DATE: TYPE OF STRUCTURE: - Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ 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 %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/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces IS"x 24"access, 1 s . ft,150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification ' uired _ ka to issue C/C o C/O Tempo ar /P net ' L:\PamW�Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 O cPrJrr.r@r&rJLr3rL3rl �rJ��Pr.TrJ�rJ�r�r�rJ�rJ�r�J�cPrPLrL3lcPrJ�rJ�rJL3rL3 rr�rJ�rJ�mrL3r3prJ�r�rJ�cPr�r�rJ�rJ�rJ�rJ�r�cPrJ�r�rJ�rJ�r1rJ�rJ�rJ�rJ�cPrJ�r�J��PrPrJ� e� 5 BY THIS CERTIFICATE OF COMPLIANCE THE TOW5 5 NEW YORK BOARD OF FIRE UNDERWNOFQUEENSOBu�E 5 5 Tg� 0 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET 5 - NEW YORK, NY 10038 AUG 2 Z 2005 5 5 ACO ZONING 5 CERTIFIES THAT B&C PLANNING 5 FM EXEC.DIR. 5 Upon the application of upon premises owned by 5 SCIFONE CONSTR.INC. WAYNE KELLOGG 3/AIRPORT c5 PO BOX 684DUSTRIAL DR. QUE N1720 IDGE RD. SBURY NY 12804 5 5 S GLENS FALLS, NY 12801, 5 5 Located-at- -- =-- - 1720~RIDGE RD.-QUEENSBURY-;,NY-12804-- _-- 5 Application Number: 1186096 Certificate Number: 1186096 5 5 c5 5 Section: Block: Lot: Building Permit: BDC: A239 5 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 5 Basement,First Floor,Second Floor,Attached Garage,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 17th Day of August,2005. 5 5 Name QTY Rate Rating Circuit Tyne 5 Miscellaneous 5 low voltage transformers 3-100 5 10-150,4-250,1-300,4-480 5 5 1 steam generator 5 Alarm and Emergency Equipment 5 _5 5 Generator - - - 1 - 0 Generator- - 5 5 Transfer Switch 1 0 5 5 Appliances and Accessories 5 5 Bell Transformer 1 0 KW 5 Elevator 1 0 H.P. 5 5 Exhaust Fan 6 0 F.H.P. 5 5 Hydro Massage Tub,Residential 1 0 H.P. 5 SPooUSpa Bonding 2 0 rj Oven 2 0 KW 5 5 - _ c5 r5Cooking Deck 1 0 KW 5 5 j Micro-wave 1 0 KW Compactor 1 0 F.H.P. seal7� 5 Dish Washer 1 0 KW i 5 Continued on Next Page 1 of 3 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 i 10 00111111���������������������������������������: ��: ���������������L� o >cP[PJONP[1�[.17�[.MINIM,�[J�[1�[nC.nC1�Gl�rJ�[1[P[J�LI[1[1�CJ�[J�[J�[J�[J�[1�[J�Cf[J�[1Gf[1�[1�[P[J�Gf[J�[J�[J�rJ�[1�[1�[nrJ�LrL3rJL3pL�L3rL3r rL3r FL3pLnL3pLL3 N] TOWN OF QUEENSISURY 5 BY THIS CERTIFICATE OF COMPLIANCE TQ@MMUNITY DEVELOPMENT 5 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 AUG 2 2 2005 S 5 BUREAU OF ELECTRICITY �j 40 FULTON STREET - NEW YORK, NY 10 % ZONING 5 5 B&C PLANNING 5 CERTIFIES THAT , FM EXEC. DIR. 5 5 5 5 Upon the application of upon premises owned by 5 5 5 CIFONE CONSTR.INC. WAYNE KELLOGG c5 5 AIRPORT INDUSTRIAL DR. 1720 RIDGE PO BOX 684 QUE NSBURY, NY 12804 5 5 GLENS FALLS, NY 12801, 5 5 5 5 _Located-at - -1720 RIDGE RD. QUEENSBURY; N=Y 12804-_- 5 Application Number: 1186096 Certificate Number: 1186096 5 5 5 5 Section: Block: Lot: Building Permit: BDC: A239 S 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 5 Basement,First Floor, Second Floor,Attached Garage,Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Cj Sherein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 17th Day of August,2005. 5 5 Name OTY Rate Ratin¢ Circuit Type 5 Disposal 1 0 F.H.P. C, 5 Time Clock/Switch 2 0 Amps 5 SCj Pump/Motor 1 0 H.P. 5 Furnace 2 0 5 Cj Air Conditioner 1 0 50 Amps 5 _Air-Conditioner. ---= -.. ._ -- -- -2--0- —30. _ -__ . -:=Am s -- _- 5 PooUSpa Circulator Pump/Motor .1 0 H.P. 5 Motors 5 5 I flip 5 5 Panels 5 5 2 200 40 5 5 1 100 20 5 S1 100 12 _ 5 5 5 Wiring and Devices Fixture 297 0 Incandescent S 5 Fixture 11 0 Fluorescent cj 5 Outlet 2 0 Fixture = seal 5 Fixture 22 0 Incandescent S 5 Continued on Next Page 2 of 3 S 5 L ertificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 ���������������������������������������� ���������� a a L3 PLPL3rL3 .rr.ffl �cn�n�l-cJ�r�r�cn�nr�r�cnrJ@IMnrJ�r�c fflL3rJf3ffl3 J�r�r.Pr nrJ�rJ"rErL3�r�cnLrL3rr3�L3nc PL,,!!Mil COMMUNITY DEVELOPMENT 5 5 J BY THIS CERTIFICATE OF COMPLIANCE THE RECEIVED 5 5 NEW YORK BOARD OF FIRE UNDERWRITf 5 5 5 BUREAU OF ELECTRICITY ACO 5 ZONING rj 40 FULTON STREET - NEW YORK, NY 100t&O�PLANNING 5 5 EXEC.DIR. �,] 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 C5 5 CIFONE CONSTR.INC. WAYNE KELLOGG 5 5 AIRPORT INDUSTRIAL DR. 1720 RIDGE PO BOX 684 QUE NSBURY, NY 12804 5 5 GLENS FALLS, NY 12801, 5 5 5 5 Loeated-at--.- -1-7-20-RIDGE_RD.-QU.EENSB;U-RY, NYA28.04_ 5 Application Number: 1186096 _ Certificate Number: 1186096 5 S 5 Section: Block: Lot: Building Permit: BDC: A239 5 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 S Basement,First Floor, Second Floor,Attached Garage,Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other c5 5 authority having jurisdiction, and found to be in compliance therewith on the 17th Day of August,2005. 5 5 Name QTY Rate Rating Circuit Type 5 Receptacle 232 0 General Purpose 5 5 Switch 160 0 General Purpose 5 5 Pole/Post Lighting Standard 8 0 Residential S 5 Switch 1 0 Photo Cell 5 5 Switch 7 0 General Purpose S-Dimmers- -- - - _19—0.�_ _-.-- General_Purpose:-._. 5 Receptacle 1 0 Dryer 5 5 Multi Outlet System 5 0 General Purpose 5 5 GFCI Circuit Breaker 20 0 GFCI 5 Arc Fault Circuit Interrupter 5 0 General Purpose SReceptacle 1 0 GFCI S5 Service 5 1 Phase 3 W Service Rating 400 Amperes 5 Service Disconnect: 1 400 cb 5 5 Meters: I 5 . , sea/ 5 3 of 3 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 a ��������rPrPC�rPrP�����������E�rPrPL�QPLPrPr Ni Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _ NAME: \ e/N�Q� PERMIT NO.: "" p —C1 LOCATION: T INSPECT ON: — RECHECK: 17 Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance _ft. �� v 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 _Y N Engineer Report and As-Built Y N `Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use t us: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 116105 I have seen or observed, or believe i saw evidence of, �w all objects s.irh ais houses, wells, trees, fences, etc., s CO shown cri :l1:s di) tu-nent. I also represent that I have o on the diagram p ,J.:..i easc'r h distances set forth ." �� LO �Ci 05 DATES—� o c' �na�l 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: NAME: V�JG� _ \1 PERMIT#: C;)© d3 LOCATION: DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in. or more @ 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 %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 BeI om: Outside every bedroom aka: ✓ Wed /d4p T(����c� erw A Inter Connected: ✓ / Battery backup: e 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/1/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents Building No./Address visible from road Final Electrical ✓ E.� �</ fZ/�'�®r�` Site Plan /Variance required V G� / / {f Final Sury an ! ! L As Bui t Se t' ste /Sewer Dept.Inspection Sticker OF � � ems atn Certificatio uired Okay to issue C/C or C/ Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res, Final Inso. form 2.docLast printed 2/12/04 Se tic In ction Report Office No. (518)761-8256 Date Inspection reque5 gceive•2 Queensbury Building&Code Enforcement Arrive: �rfi/pm/ D ayt: '\ a 742 Bay Rd., Queensbury,NY 12804 spector's InitiaLs?f NAME: 'U P IT NO.: LOCATION: lap SPECT ON: C� O RECHECK: Comments and/or dialzram Soil T Sa Loam ay Type of Water: ill kWell Wate Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Length of each trench �4 t De th of trenches ft. Size of Stone -Seepage Pits: Number Size: x Stone Size: -Piping Size Type Building to tank 1\ _') Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. �\Foundation to absorption 'r ft. � Separation of Pits ft Conforms as per Plot Plan Y N .. Location of System on Property: \v���? .� Front ear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved d need o be re-inspected,please call the Building&Codes Office Disapproved LA�SueHem3gwaylild ng.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: D4 bu_am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r NAME: f���' ` PERMIT#: G 3 LOCATION: ,, R 2 INSPECT ON: 7 Z-7 , TYPE OF STRUCTURE: Y N N/A Framing COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side 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 ,f e- eh� �3� G`� A41`� 16 inch insulation in cavity min. �� s� c;-� S�£� Cnu'v GXds Qf Garage Fire Separation f 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:\SueHemin,Way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque ceive Queensbury Building&Code Enforcement Arrive: a pm. D a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Init* Is: NAME: I�1 �� PERMIT#: LOCATION: _ iV C YE INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest �� �' ck_ k_>c)CM Connection for 15 minutes Water Supply Piping VD r� Copper Commercial Copper,CPVC,Pex One&Two Familyt���� Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation _ A _ ��� If required unheated spaces Combustion Air Supply for Furnace x,� Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: �1 Queensbury Building&Code Enforcement Arrive: am/pm Depart:' 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: �, � PERMIT #: JJ�c 0 LOCATION: N INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial /Coo er,CPVC,Pex One and Two-Family �J /Insulation/Residential Check/Commercial Check () �� Proper Vent,Attic Vent Duct/Plot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct woek sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repoit.doc November l7,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque rece ve . Ile- Queensbury Building&Code Enforcement Arrive: a p aep rt: a a p 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: GZ INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 '/ inch min..Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water S pply Piping Co er Commercial 0o er, CPVC,Pex One and Two-Family nsulation/Residential Check/Commercial Check r 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: G XJ L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 ' Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque re eiv d: ® 0 v 3 Queensbury Building& Code Enforcement Arrive: m/p D art: ;L a pm 742 Bay Road, Queensbury,NY 12804 n( Inspector's Init �1 Li?11. 1..�'iL�• NAME: CA�abm,-16Jful PERMIT #: A003- I�0 LOCATION: INSPECT ON: Q 0 TYPE OF STRUCTURE: Y N N/A PVC: R-1, R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 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 coIVI1VIENTs: V,c) V--t Yc-v\ c�- L:\SueHemingway\Building.Codes.hispection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request eiv , •_ Queensbury Building&Code Enforcement Arrive: p D art: 742 Bay Road, Queensbury,NY 12804 Inspector's Initial s: NAME: 1 G,' PERMIT #: n3- LOCATION: > J INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Read 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 Coo Commercial / o er, CPVC,Pex One and Two-Family �Y sulation/Residential Check/Commercial Check c c 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:— 60M A LL C-1DkA'%Q\00 (N� L:\SueHetningway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report 4j� Office No. (518) 761-8256 Date Inspecti71201 n re es received. Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: .la PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: �� Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Co r, CPVC,Pex One and Two-Family elation/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: �. .- �"� tlul l L:\SueHemingway\Building.Codes.hispection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 TOWN OF QUEENSBURY BUILDING '& CODE ENFORCEMENT 742 BAY ROAD QUEENSBURY NY 12804 (518)745-4447 ARRIVE: DEPART: INSP: CTION REPORT (hotel, motel, apt. complex) DATE INSPECTION REQUEST R CEI.ED: NAME LOCATION / 2- / DATE L PERMIT A O ✓ TYPE OF STRUCTURE FOOTINGS _BACKFILL_ FRAMING_ PLUMBING_ INSULATION N/A YES NO CHIMNEY 'B" VENT HEIGHT PLUMBING VENT FIXTURES ROOFING EXTERIOR FINISH HEATING HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS RAILINGS STOCKROOM ENCLOSURE FIRE DEMISE WALLS PENETRATION FIRE DAMPERS CEILING FIRE STOPPING FIRE DOORS CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAILS PLATFORM ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL E ECTRICAL SIX PLAN VARIANCE REQ. FINAL SURVEY PLOT PLAN IF RE OK TO ISSUE C/O OR C C 1 Rough Plumbing / Insulation Inspection Report r 1 Office No. (518) 761-8256 Date Inspection re receiv Queensbury Building&Code Enforcement Arrive: m/p D par man m 742 Bay Road,Queensbuly,NY 12804 Inspector's Init _V NAME: PERMIT#: LOCATION: INSPECT ON: ��- TYPE OF STRUCTURE: Y IN N/A PV R-1,R-2,R-3,R-4 Drain/Vents ast Iron, Copper Drain/Vent/Comm. i Plumbin ent/Vents in Place gh Plumbing/Nail Plates �ji "« Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check -Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly CONMENTS: L:\SueHeminv,ay\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ st received: Queensbury Building&Code Enforcement Arrive: am/ in D art: m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#: LOCATION: D INSPECT ON: Z- a TYPE OF STRUCTURE: Y N N/A COMMENTS Framing U� A, Jack Studs/HeadersP,q.`2S Bracing/Bridging rve Joist hangers Jack Posts/Main Beams l� Exterior sheeting nailed properly / U 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 U'57 ( ✓�!�C��� 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'/z 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 iCodes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request recFe d: Queensbury Building&Code Enforcement Arrive: am/ in Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: � NAME: ):� AVO) PERMIT#: a 3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Mo olithic Slab enforcement in Place a The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. noun,a�iora ��allpo�zr Reinforcement in Place e Foundation Dampproofmg Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width i inches above footing __6,mil�yo11 for�vel�ar�aslrundersla� -- 1 val�� Plumbic n"g Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Cnade 6 inch drop within 10 ft. L:4SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re - ei d: Queensbury Building&Code Enforcement Arrive: m epart: 7-�Zz? am/� 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini ials: NAME: IT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments X iT N/A C ootings T Piers Monolithic Slab Reinforcement in Place The contractor is responsible r providing protection from free 'ng for 48 hours following the place ent of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place + Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing' i Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approvalt?f •' um ' g Under Slab PVO Cast/Copper -11'o'undation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspectio request received: Queensbury Building&Code Enforcement Arrive: 6 am/pm// Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: I NAME: !/ PERMIT#: J 3 I2v LOCATION: my, a INSPECT ON: Z- ` TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls jV121,1k Ovet- Alor d A�� 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Atl Fcundation Inspection Report A Office No. (518) 761-8256 Date Inspection requ t received. 7/,,,q Queensbury Building&Code Enforcement Arrive: am/p Depa . pp2 m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. 7 NAME: PERMIT#: C-/"" 3 � � LOCATION: INSPECT ON: TYPE OF STRUCTURE: t Comments Y N NT/A Footings� J Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place s Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 1 oly for wet areas under slab Bac 111 A proval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Code's.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Feundation Inspection Report Office No. (518) 761-8256 Date Inspectfned: Queensbury Building&Code Enforcement Arrive: jDepart: a i 742 Bay Rd., Queensbury,NY 12804 Inspector's I NAME: V�C. v! A 0 LOCATION: \ 0 aj __�3 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab R nforcementin 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 �r Reinforcement in Place V Ci Foundation Dampproofing 1� " 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 P Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SueHemingway\Building.Codes,Inspection.FORMS\F�oundation Inspection Report.doc January 28,2003 �j Q Foundation Inspection Deport Office No. (518)761-8256 Date Inspection requ st received: Queensbury Building&Code Enforcement Arrive: am/ n Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �\� PERMIT#: 3 _O ) LOCATION: ( INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. ate 'als for this pu o e on sit n un tion/Wallpour f '���\� Ynforcement in Place a 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 101 LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Jun 06 03 04: 18P PHONE ARCHITECTURE 518-SSS-3153 P. 1 1' I PHONE ARCHITECTURE,P.C. l� TN'1"EItm Dt3SIGN • CONSULTING I 547 Rours 9P, SARATOGA SPRINGS, NY 12$66 518-580-0017 FA_Y 518-580-0418 WWW.PA0NPARCRrlT-CTURR.00M JUNE 5,2003 KA:rr CiFON8 CIFONE CONSTRUCTION GLENS,PALLS,NY RE: ICELLOGG RESIDENCE,RIDGE ROAD, QUE+EN5BURY IMA't r: TFius MEMO S11ALL SERVE AS A FOLLOW UP TO OUR CONvEXsxfION`YC7IJAY IN REGARDS TO THE DOWEL.SPACING IN THE FOOTINGS. THE DOWELS SHALL BE SPACED AT 16' O.C. NOW INSTEAD OF THE 12� O.C. AS SHOWN IN 17HE CONSTRUCTION oocuMENTS. bus IS $$CAUSE WE HAVE GONE TO ONE ROW O:WALL REINFORCEMENT,NOT TWO ROWS AS ORIGINALLY SHOWN IN TIME L'r~ `INNS. THE WALL REINFORCEMENT is TO T.3E #r 5 BAR @ 16" O.C. BOTH VERTICAL&HOPJZONTAL C.6N7ERr'D IN THE WALL. Ir-THERE ARE ANY QUESTIONS OR Cc7h,i.MEN7S Pk.F„A5F.CONTACT MF- SLtif`ER)rLY, X:���- josmi A.PAoNE, R.A. I--'AQNv ARCHITECTURE,P.C. Cc. JUSTIN ftGNNAN, SCHAr•ER ENGINEERING May 06 03 02: 06p PRONE ARCHITECTURE 518-899-9158 PAONE ARCHITECTURE,F.C. INTERIOR UIISIGN 0 CONSULTING 547 ROUTE 9P, SARA`POGA Sz'mcs,NY 12866 51.8-580-0017 FAX 518-58o-oo18 WWW.PAONEARCI-11'1'F.CTURF._COM From., Matt Cifone Joseph A-Paone, R.A. Company: Project Number: Cifone Consiruclivn Fax Number: Date: 792-3086 . May 6,2003 Total Number of Pages Including Cover. Time: 1 1:54 PM Re: CKellogg Residence Urgent ® For Your Review ® Please Repi Notes/Comments: Matt: In light of another recent project our office completed,as well as our phone conversation yesterday in regards to the cost of the reinforcement for the Kellogg Residence, we have taken another look at the reinforcement specified for the foundation walls. Upon review of the reinforcement specified in the construction documents it was determined that one row of #5 bar @ 16 o.c. horizontally &vertically centered in the 10" wide wall is all that is required both structurally and by the governing codes for the .foundation walls. This fax shall serve an official addendum to the construction documents stating the change in foundation wall reinforcement as stated above. If there are any questions or comments, give me a call. Sincerely, Joseph A.,Paone Paone Architecture, PC cc. Justin Brennan, Schafer Engineering Dave Hatin,Town of Queensbury Building Inspector 0 L3pLrJL3pL.r[1[n[J�[J�[J�[n[1�rJ�r�[P[J���P[1�[J�[n[J�rJ@J�rJ�[J�rJ�[J�[J�r�rJ�rJIMrL3J�1: fl[1L[J�[J�[J�[.f[J�[1�[J�[1i P[M [J�[J�[.f�rJ[1�[lrJ�[1� 0 i c 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF, ELECTRICITY 5 5 40 FULTON STREET , NEW YORK, NY 10038 �"�' C� 5 CERTIFIES THAT C-� 5 5 3 5 5 5 5 Upon the application of upon premises owned by !� 5 5 CIFONE CONSTR.INC. WAYNE KELLOGG 5 5 AIRPORT INDUSTRIAL DR. 1720 RIDGE ROAD QUEENSBURY,, N PO BOX 684 Y 12804 5 5 GLENS FALLS, NY 12801, 5 — —Located_at-__ �__ '_ or, �5 5 1��C P.�JGE-�."A'J--'L-'t;EEPlSBL-'P.Y, !�!Y 128�J4--__— 5 5 5 Application Number: 1143781 Certificate Number: 1143781 5 5 5 5 Section: Block: Lot: Building Permit: BDC: A239 S 5 5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Outside, 5 C5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was C5 found to be in compliance therewith on the 19th Day of June,2003. C5 5 5 Name QTY Rate Rating Circuit Tvne 5 5 Service 5 1 Phase 3W Service Rating 200 Amperes c� 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Sea, 5 5 5 5 5 5 1 of 1 e 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 o ��������E�U�����"���������������������Ei������������������r���� o Foundation Inspection Report / Office No. (51"8) 761-8256 Date Inspection requestreceived: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: Z✓ ��6 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place i6vc TCO 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 r Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 it�y Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/Rm � Depart: a pm 742 Bay Rd.., Queensbury,NY 12804 Inspector's Initials:Q Vu NAME: D PERMIT#: 6 LOCATION: _/7Z 0 ;P ,� INSPECT ON: 611610E TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place r 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 4P Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Bui]ding.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 M Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm e rt: ! m/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: % (mil PERMIT#: V LOCATION: /` INSPECT ON: aU TYPE OF STRUCTURE: Y N N/A COMMENTS raming Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(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 L:\SueHemingway\Building.Code.s.Inspection.FORMS\Framing Firestopping Inspection Report.doe January 28,2003 STORMWATER CONTROL REPORT FOR WAYNE KELLOGG RESIDENCE Ridge Road Queensbury, New York Warren County Prepared by: NACE ENGINEERING, P.C. 169 HAVILAND ROAD QUEENSBURY,NY 12804 Thomas W.Nace, P.E. May 2003 File: #47371 STORMWATER CONTROL REPORT FOR WAYNE KELLOGG RESIDENCE INTRODUCTION The proposed residence for Wayne Kellogg is located on an the east side of Ridge Road north of Route 149 in the Town of Queensbury. This Stormwater Control Report is developed in accordance with Chapter 147 of the Code of the Town of Queensbury dealing with all development in the Lake George Park. This report addresses drainage issues pertaining the stormwater runoff from all new impervious surfaces. DRAINAGE METHODOLOGY The proposed residential development on this 5.35 acre site includes the construction of a house, garage and 700 f foot long driveway. Stormwater runoff from the driveway and roof will be handled separately. Runoff from the driveway will be collected by a stone filled infiltration trench located along the low side of the driveway. The trench will be sized to store all of the runoff from a 25 year storm until it able to infiltrate into the soil. Runoff from the house roofs will, at the owners option, be handled either by open shallow depressions in the lawn and landscaping; or by underground infiltration chambers. As with the driveway these stormwater devices will be sized to store all of the water from a 25 year storm until it can infiltrate into the ground. By detaining and infiltrating all of the runoff from a 25 year storm this system will meet the requirements of Chapter 147 by keeping the 25 year,storm runoff rate at or below predeveloped conditions and keeping the 10 year storm runoff volume at or below predeveloped conditions since both of these will be zero for developed conditions. CALCULATIONS - r All computations SCS TR-20 HydroCAD. 25 year storm event-Type II rainfall=4.5". Percolation rate of existing soils=3 min. 10 sec. Runoff rate and volume computations for the 25 year storm event have been completed for the entire developed site. See attached HydroCAD analysis for all computations. CONCLUSIONS Based upon the attached HydroCAD analysis, the proposed site development and stormwater management will handle all of the 25-year storm runoff from the new impervious surfaces. Sri RM ATER CONTI OI, REPORT. ggq�)yy��/T�p+��y,/T�tT 7{� ip�,'. FOR �Y.L-3l.i.1.\E Kn'�.,�J.� OGG RESIDENCE HydroCAD RESULTS DEVELOPED CONDITIONS r; 15 2S = 3S 47 4.1 1P A 3P Drainage Diagram for 47371-KELLOGG HOUSE Subcat Reach on Link Prepared by {enter your company name here} 5/11/2003 HydroCAD®6.00 s/n 000768 © 1986-2001 Applied Microcomputer Systems 47371-KELLOGG HOUSE Type 1124-hrRainfall=4.50" Prepared by{enter your company name here} Page 1 HydroCAD®6.00 s/n 000768 © 1986-2001 Applied Microcomputer Systems 5/11/2003 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS;Type II 24-hr Rainfall=4.50" Reach routing-by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: DRIVEWAY Tc=0.1 min CN=98 Area=11,200 sf Runoff= 1.85 cfs 0.084 of Subcatchment 2S: HOUSE AND GARAGE ROOFS Tc=0.2 min CN=98 Area=5,500 sf Runoff= 0.91 cfs 0.041 of Subcatchment 3S: HOUSE AND GARAGE ROOFS Tc=0.2 min CN=98 Area=5,500 sf Runoff= 0.91 cfs 0.041 of Pond 1P: 570 L.F. INFILTRATION TRENCH Peak Storage= 1,043 cf Inflow= 1.85 cfs 0.084 of Primary= 0.55 cfs 0.084 of Outflow= 0.55 cfs 0.084 of Pond 2P: SURFACE STORAGE/INFILTRATION SWALES Peak Storage=311 cf Inflow= 0.91 cfs 0.041 of Discarded= 0.46 cfs 0.041 of Outflow= 0.46 cfs 0.041 of Pond 3P: INFILTRATORS 8-SC-740's Peak Storage= 644 cf Inflow=0.91 cfs.0.041 of Primary= 0.13 cfs 0.041 of Outflow= 0.13 cfs 0.041 of Runoff Area= 0.610 ac Volume= 0.166 of Average Depth = 3.92" 47371-KELLOGG HOUSE Type 1124-hrRainfall=4.50" Prepared by{enter your company name here} Page 2 HydroCADO 6.00 s/n 000768 © 1986-2001 Applied Microcomputer Systems 5/11/2003 Subcatchment 1 S: DRIVEWAY Runoff = 1.85 cfs @ 11.89 hrs, Volume= 0.084 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr Rainfall=4.50" Area (sf) CN Description 11,200 98 DRIVEWAY (STONE OR PAVEMENET) Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.1 Direct Entry, ACROSS SURFACE TO INF. TRENCH Subcatchment 2S: HOUSE AND GARAGE ROOFS Runoff = 0.91 cfs @ 11.89 hrs, Volume= 0.041 af. Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr Rainfall=4.50" Area (sf) CN Description 5,500 98 ROOFS Tc Length Slope Velocity Capacity Description (min) (feet) . (ft/ft) (ft/sec) (cfs) 0.2 Direct Entry,ACROSS ROOFS Subcatchment 3S: HOUSE AND GARAGE ROOFS Runoff 0.91 cfs @ 11.89 hrs, Volume= 0.041 of Runoff by SCS TR=20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr Rainfall=4.50" Area (sf) CN Description r 5,500 98 ROOFS Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.2 Direct Entry, ACROSS ROOFS Pond 1 P: 570 L.F. INFILTRATION TRENCH Inflow = 1.85 cfs @ 11.89 hrs, Volume= 0.084 of Outflow = 0.55 cfs @ 12.00 hrs, Volume= 0.084 af, Atten= 70%, Lag= 6.5 min Primary = 0.55 cfs @ 12.00 hrs, Volume= 0.084 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 47371-KELLOGG HOUSE Type 1124-hrRainfall=4.50" Prepared by {enter your company name here} Page 3 HydroCADO 6.00 s/n 000768 ©1986-2001 Applied Microcomputer Systems 5/11/2003 Peak Elev= 2.29' Storage= 1,043 cf Plug-Flow detention time= 15.3 min calculated for 0.084 of(100% of.inflow) Elevation Cum.Store (feet) (cubic-feet) 0.00 0 1.00 456 2.00 912 3.00 1,368 Primary OutFlow (Free Discharge) t--1=INFILTRATION # Routing Invert Outlet Devices 1 Primary 0.00' INFILTRATION Elev. (feet) 0.00 0.10 1.00 2.00 3.00 Disch. (cfs) 0.00 0.17 0.34 0.50 0.67 Pond 2P: SURFACE STORAGE / INFILTRATION SWALES Inflow = 0.91 cfs @ 11.89 hrs, Volume= 0.041 of Outflow = 0.46 cfs @ 11.96 hrs, Volume= 0.041 af, Atten= 49%, Lag=4.5 min Discarded = 0.46 cfs @ 11.96 hrs, Volume= 0.041 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 0.41' Storage= 311 cf Plug-Flow detention time= (not calculated: outflow precedes inflow) Storage and wetted areas determined by Pyramidal sections Elevation Surf.Area Inc.Store Cum.Store Wet.Area (feet) (sq-ft) (cubic-feet) (cubic-feet) (sq-ft) 0.00 400 0 0 400 0.50 1,200 382 382 1,202 1.00 2,400 883 1,265 2,405 Discarded OutFlow (Free Discharge) t-1=.Exfiltration # Routing Invert Outlet Devices 1 Discarded 0.00' 0.026300 fpm Exfiltration over entire Wetted area Pond 3P: INFILTRATORS 8- SC-740's Inflow = 0.91 cfs @ 11.89 hrs, Volume= 0.041 of Outflow = 0.13 cfs @ 12.05 hrs, Volume= 0.041 af, Atten= 86%, Lag= 9.6 min Primary = 0.13 cfs @ 12.05 hrs, Volume= 0.041 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 47371-KELLOGG HOUSE Type 1124-hrRainfall=4.50" Prepared by{enter your company name here} . Page 4 HydroCADO 6.00 s/n 000768 © 1986-2001 Applied Microcomputer Systems 5/11/2003 Peak Elev= 2.33' Storage= 644 cf Plug-Flow detention time= 39.6 min calculated for 0.041 of(99% of inflow) Elevation Cum.Store (feet) (cubic-feet) 0.00 0 1.00 249 2.00 566 3.00 799 3.50 878 Primary OutFlow (Free Discharge) L1=INFILTRATION # Routing Invert Outlet Devices 1 Primary 0.00' INFILTRATION Elev. (feet) 0.00 0.10 1.00 2.00 3.00 3.50 Disch. (cfs) 0.00 0.06 0.09 0.12 0.14 0.16 r CIFONE CONSTRUCTION CO . INC . 0.3_ WWW . CIFONE . COM Ra'� 1 p roe, `2 FACSIMILE TRANSMITTAL SHEET CQpF Y TO: FROM: have Haten Matt Cifone FAX NUMBER: DATE: May 10, 2004 'COMPANY: TOTAL NO.OF PACES INCLUt COVER: Queensbury building dept 2 PHONE NUMgFR: SENOEWS REFERENCE NUMBER: R-1922 RE: YOUR REFERENCE NUMBER: Kellogg residence 1720 Ridge road ❑ URGENT X FOR REVIEW ❑PLEASE COMMENT X PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS- Dave will this be okay for exterior step. Thank you Matt uZ MATT CIFONE • PO BOX 684. • GLENS FALLS, NY 12801 PHONE: 518-792-9242 - FAX: 518-792-3086 CELL 361-0626 Td WHS2:80 POOE 0T -hpW 9802 E62- 8ZS : 'ON BNOHd DNOdIO QNd 1Sdd WO�U FROM EAST END GIRARD CIFONE PHONE NO. 518 792 3086 May. 10 2004 08:35AM P2 I I liols I I I ll I f I I I I i I I i r O I , I I I I I I f Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic Data filename:P:\PAProjects\Kellogg\Corresp\Kellog.cck TITLE:Kellog Residence p�003 _ /a "�Fc O COUNTY: Warren HDD:7635ew York 14AP � 2003 �, CONSTRUCTION TYPE:Detached 1 or 2 Family OivN OF 0, HEATING TYPE:Non-Electric BUILD j� ejVSB �?j, DATE: 03/17/03 DATE OF PLANS:March 19,2003 PROJECT INFORMATION: Private Residence COMPANY INFORMATION: Paone Architecture,P.C. Saratoga Springs,NY 12866 518.580.0017 COMPLIANCE:Passes Maximum UA= 1054 Your Home=909 13.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA First Floor Ceilings:Raised or Energy Truss 1110 38.0 0.0 28 Second Floor Ceilings:Raised or Energy Truss 1940 38.0 0.0 49 Second Floor Cathedral Ceiling: Cathedral Ceiling(no attic) 610 38.0 0.0 16 West Elevation: Wood Frame, 16"o.c. 1882 21.0 0.0 89 Win-A: Wood Frame,Double Pane with Low-E 18 0.350 6 Win-B: Wood Frame,Double Pane with Low-E 18 0.350 6 Win-C: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-C:Wood Frame,Double Pane with Low-E 8 0.350 3 Win-O: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-N: Wood Frame,Double Pane with Low-E 16 0.350 6 Win-O:Wood Frame,Double Pane with Low-E 8 0.350 3 Win-E: Wood Frame,Double Pane with Low-E 9 0.350 3 Win-E: Wood Frame,Double Pane with Low-E 9 0.350 3 Win-P:Wood Frame,Double Pane with Low-E 17 0.350 6 Win-E:Wood Frame,Double Pane with Low-E 9 0.350 3 Win-E:Wood Frame,Double Pane with Low-E 9 0.350 3 Win-C: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-B: Wood Frame,Double Pane with Low-E 18 0.350 6 Win-C: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-O: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-N:Wood Frame,Double Pane with Low-E 16 0.350 6 Win-O:Wood Frame,Double Pane with Low-E 8 0.350 3 Win-A:Wood Frame,Double Pane with Low-E 18 0.350 6 Win-B:Wood Frame,Double Pane with Low-E 18 0.350 6 Win-M:Wood Frame,Double Pane with Low-E 16 0.350 6 Win-M: Wood Frame,Double Pane with Low-E 16 0.350 6 Door 1: Solid 42 0.390 16 NorthSouth Elevations(Entry):Wood Frame, 16"o.c. 176 21.0 0.0 8 Win-C: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-O: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-C: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-O: Wood Frame,Double Pane with Low-E 8 0.350 3 East Elevation:Wood Frame, 16"o.c. 1990 21.0 0.0 97 Win-G: Wood Frame,Double Pane with Low-E 25 0.350 9 Win-H:Wood Frame,Double Pane with Low-E 9 0.350 3 Win-L:Wood Frame,Double Pane with Low-E 8 0.350 3 Win-U:Wood Frame,Double Pane with Low-E 21 0.350 7 Win-L:Wood Frame,Double Pane with Low-E 8 0.350 3 Win-U: Wood Frame,Double Pane with Low-E 21 0.350 7 Win-J: Wood Frame,Double Pane with Low-E 11 0.350 4 Win-K:Wood Frame,Double Pane with Low-E 25 0.350 9 Win-D:Wood Frame,Double Pane with Low-E 18 0.350 6 Win-F: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-R: Wood Frame,Double Pane with Low-E 12 0.350 4 Win-R:Wood Frame,Double Pane with Low-E 12 0.350 4 Win-S:Wood Frame,Double Pane with Low-E 28 0.350 10 Win-T:Wood Frame,Double Pane with Low-E 18 0.350 6 Win-T:Wood Frame,Double Pane with Low-E 18 0.350 6 Win-Q:Wood Frame,Double Pane with Low-E 38 0.350 13 South Elevation:Wood Frame, 16"o.c. 1050 21.0 0.0 54 Win-C: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-O: Wood Frame,Double Pane with Low-E 8 0.350 3 Win D:Wood Frame,Double Pane with Low-E 18 0.350 6 Win-L: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-U: Wood Frame,Double Pane with Low-E 21 0.350 7 Win-J: Wood Frame,Double Pane with Low-E 11 0.350 4 Win-M: Wood Frame,,Double Pane with Low-E 16 0.350 6 Win-M: Wood Frame,Double Pane with Low-E 16 0.350 6 North Elevation:Wood Frame, 16"o.c. 1150 21.0 0.0 61 Door 2: Solid 42 0.390 16 Win-C: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-I: Wood Frame,Double Pane with Low-E 11 0.350 4 Win-O: Wood Frame,Double Pane with Low-E 8 0.350 3 Win-M:Wood Frame,Double Pane with Low-E 16 0.350 6 Basement Walls: Solid Concrete or Masonry, 8.5'ht/7.5'bg/8.3'insul 3536 11.0 0.0 216 Boiler 1: Other(Exept Gas-Fired Steam), 80 AFUE 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 attesting that to the best of his/her knowledge,belief,and profes ' nal Judgment,such plans or specifications are in compliance with this Code. Builder/Designer — Date 3• �9' � D ARc 5� � A. p � 026353 �04 OF MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE:03/17/03 TITLE:Kellog Residence Bldg. Dept. Use I Ceilings: [ ] I I. First Floor Ceilings:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. [ ] I 2. Second Floor Ceilings:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. [ ] I 3. Second Floor Cathedral Ceiling: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. West Elevation:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 2. NorthSouth Elevations(Entry):Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 3. East Elevation: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 4. South Elevation:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 5. North Elevation:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: I Basement Walls: [ ] I 1. Basement Walls: Solid Concrete or Masonry, 8.5'ht/7.5'bg18.3'insul, R-11.0 cavity insulation Comments: I Windows: [ ] I 1. Win-A: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 2. Win-B:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 3. Win-C: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 4. Win-C: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 5. Win-O: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 6. Win-N:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 7. Win-O: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 8. Win-E: Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 9. Win-E: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 10. Win-P: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 11. Win-E: Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 12. Win-E: Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 13. Win-C:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 14. Win-B:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 15. Win-C:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 16. Win-O: Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 17. Win-N:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 18. Win-O: Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 19. Win-A: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 20. Win-B: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 21. Win-M: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 22. Win-M: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 23. Win-C: Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 24. Win-O:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 25. Win-C: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 26. Win-O: Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 27. Win-G: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 28. Win-H:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 29. Win-L:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 30. Win-U: Wood Frame,Double Pane with Low-E,U factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 31. Win-L:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ l I 32• Win-U:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 33. Win-J: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 34. Win-K:Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 35. Win-D.: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 36. Win-F: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 37. Win-R: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 38. Win-R. Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 39. Win-S:Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 40. Win-T:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 41. Win-T:Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 42. Win-Q: Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 43. Win-C:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 44. Win-O:Wood Frame,Double Pane with Low-E,U factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 45. Win-D: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Y Comments: [ ] 46. Win-L: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 47. Win-U:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 48. Win-J:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 49. Win-M: Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 50. Win-M:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 51. Win-C: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 52. Win-I:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 53. Win-O:Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 54. Win-M: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor:0.390 Comments: [ ] 2. Door 2: Solid,U-factor:0.390 Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1:Other(Exept Gas-Fired Steam), 80 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 9 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 and glazing U-factors must be clearly marked on 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 (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. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. 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 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. I Service Water Heating: [ ] I 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. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I 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. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 111 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 HYAC 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) PEEN alp(alas) STATE OF NEW PORK DEPARTMENT OF THA►vSrurf I H I luty��� �� 1. HEGHUVAY!!�®RK P�R�@T J1 iJt :0`�J i r i Permit Fee $ 15 0t7 ;, „' Permit No `�9 .� >5 0p Protect nti cation No` Ide fl Insurance;Fee 1.', $ Q �Q < } Expiration Date a'�`'3t/�ttCIJ' Total Received $ 1�J 3 Check or M O No: 3 0 � SH-No: - r Deposit Reo for$ S C�17 jQ� ZDQ Checic or M O No. f J Dated 'Permittee Estimat� C i�4'offl�lVc�O ,( ed In the State Right of Way$ 1z��0 fJ0 Iri;'tlr S i'GL LOGG �lll1_�!!�f '` ': ' t3 Chargeable to..Bond No ,S i7S l'FR5 �:��IhI iQhlS I IOF;TI i �_r - or Undertaking on I.— r :; C)1.14i I`��` Iwlil I i ICI�� I•�Q1"^t a �1 t f p .� z� �:... , - - Billing AddreSS (Complete if drfferent from above) Return of Deposit Made Payable to (Complete rf different from Permittee) y , Under the provisions of fhe Highway Law or Vehicle Traffic Law,permission is hereby granted to the Permittee to COPISTRIJCT AldD 1jATNTEIaN A RESIDENIIfiI DRIVE4JAY IJITH`A i2° CULVEP,F PIPE AS PER ATTACHED SPECTrI,' "T' lf7 .. THE PERMITTEE IS RESPON4S%E„FOR'THE MAINTENANCE AND PROTECTION a4..�.-.at'-.:,�:�..OF.TRAFFIC ANYONE WORKING IN THE STATIO HIGHWAY RIGHT OF WAY IS REQUIRED TO_WEAR`HIGH VISIBILITY APPAREL(ORANGE/YEL- O,, AND HARD HAT i ;' h s _ .. 3 QUECIdS'LUh"( Route# 9. County-_ > t liJttRRF"IV Municipality- as set forth and represented m,the attached appli. ., st'tec a art* I methods of perform ngvworke if any; all of whiche.are eteforth an thcI z pursuant to the contlftions and regulations general o p; ,, . application and form of,this permit >, F A ,� �,a . a R { _ i ! K a ii Dated at e I;r� >'-; hl Y; ¢i i . ri Commissioner.of Trans : t . Date Signed t�3/11/2OQ1 4 , 4 By k1ILLIP�i i LQ��il� IiViP'OR''TANT THIS PERMIT,WITH AP.PLICATION'AND DRAWING(OR COPIE HAIL BE AVAILABLE AT THE SITE DURItdG CONSTRUCTION F THE COIVTRA - , <'., BEFORE ANY WORK BEGINS THE HIGHWAY WORK PERMIT S BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERM,ITTEE ABSOLUTELY MUST N®TIFY THE RESIDENT ENGINEER, •. C:R(Idv K0M0RCiSKE �f02t il�a7hl STPEET 513)6 2 -35J 1 I�!(�RF�EI� U'URt� l�lE)1J Y(�RI<. 12885 UPONk.COMPLETION OF WORK AUTORI2ED, THE FOLLOWIPlG WILL BE CO�dPLETE®, SIGNED BY THE PERMITTEE AND DELIVERED TO TF RESIDENT ENGINEER. Work authorized by this permit has been completed;;•Refund_of deposit or return/release of bond Is requested DATE PERMITTEE AUTHORIZED AGENT(If.A.... -. I*.- �n.� y... �.- - ). . Work authorized by this permit has been satisfactorily completed arid is accepted Reveres side® thas f®rro.must-. c.- p . ed . Refund of Deposit is authorized 0 Return of Bond is,authorized , Amount charged:,against Bond may be released ,U 'Retain Bond for future permits Other � DATE ` RESIDENT ENGINEER., The.Regional Officewdl forward this form to the Maln Office with the appropriate box checked h• t .' .. 1 . ;:® p, a closed "' .. - ,. _ ,.'_ � .