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2009-432 TOWN OF QUEENSBURY 742 Bay Road,Queensbiuy,NY 12804-5902 (518)7b1-8241 Community Development- Building &Codes (518) 761.8236 ER.1'T'IFI .ATE OF OCCUPANCV Pernut Number: P20090432 Date Issued: Thursday, August 05, 2010 This is to certify that work requested to be done as shown by Permit Number P20090432 has been completed. Location: 4 HOWARD St Tax Map Number. 523400-308-008-0002-067-000-0000 Owner. DAVID A. & DIANNE M. HOWARD CONSTRUCT Applicant: DAVID &DIANE HOWARD This structure maybe occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the r 'P )4� property owner of the responsibility for compliance with Site Plan, r v Variance,or other issues and conditions as a result of approvals by the Directorof 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: P20090432 Application Number. A20090432 Tax Map No: 523400-308-008-0002-067-000-0000 Permission is hereby granted to: DAVID &DIANE HOWARD For properly located at: SHERMAN Ave 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 QueensburyZoning Ordinance. Type of Construction Value Owner Address: JACQUELINE LIAPES 8303 E DEVONSHIRE Garage Attached SCOTTSDALE,AZ 85251 Single Family Dwelling $70,000.00 Total Value $70,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-432 1487 SQ FT SINGLE FAMILY DWELLING &426 SQ FT GARAGE $221.04 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,September 22, 2010 (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 rw / ee ury� , September 22,2009 SIGNED BY i'' for the Town of Queensbury. Director of Building&Code Enforcement -----<-----------------------------, OFFICE USE ONLY ; PROJECT NAME: _D.-,d ;2.-. 0a 0 STAFF INITIALS: BUILDING PERMIT SUBMISSION DATE: , CHECKLIST FOR: 10 ------------ SINGLE FAMILY DWELLING 1. Building Permit Application Completed? ES NO N /A _....._..._..._ - ..........__....._..._...................--..... 2 Energy Form or CheckMate Energy Code Compliance Forms Complete? (2-copies 3 Energy Code Inspector's Report from Checkmate Program? (2-copies) 4 1 Septic application completely filled out? (if applicable) _ ... -- - ... __......- ---- .-... -----------._..._..._................._.._.._............_.....-..:...._._......._.............._......_ ...........__. 5. Electrical Inspection Form complete? - - :................_.. -- .... ._._.._. _ ........... - - 6. Two (2) sets of the plans each of the following: YE NO N /A -- -- -- ......._................-- - ...._..... ... a. Floor plans (s)? — ...............---- --- --- -- --- ------- ---... ........................ . _----- - - ........_.......------ ..........._._ - b. Foundation plan? C. Cross sections (s)? _...._____ _..__.____._-.__.__.-...._._...._____.._................... _....._..._.. ..._..__..._..---___--------....._..-_....__.__..__.....___.__.._.....__.... _._. d. Elevations? e. Window and door schedule? f. Natural Light, Ventilation and Emergency Egress Requirements? j g. Plans signed and sealed by registered architect or I I......... .....1..._engineer? I Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic system or sewer line? ....._........................- --- .................._.....-......._ F I 8. Setbacks from property lines to new structure? i 8 ' Setbacks to neighboring wells and septic systems, including onsite well and septic systems (if applicable)? ............... 9. Driveway Permit? �= Town of Queensbury • Community Development Office. • 742 Bay Road, Q.ceensbui-y, NY 12804 B 12-LTR 11-05 i Check Residential Plan Review: One & Two Family Dwellings Y/N/N (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade,5.0 sq. ft. J 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans, if required 6"Drop in 10' Exterior Grade Framing Cross SFr Each Roof Line, F topping Every,10' Ice and Snow shield 24"Ins- xterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width X Stair Run and Rise Winder Run and Rise Spiral Not.Allowed From 2ndStory Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance F �L Hall Width,36"min. _ k t► =t Handrails More Than Four Risers On Open Sides47 Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas tarage Fire Separation Garage Floor Sloped Attic Access _ Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Outside Lowest Sleeping Area,On Every Level& erconnected oil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed ............. ... ........ r e r s r Comrnunity Development Office T0,1011 OfQueensbury - 742 Bay Road • Quconsbury, New YorJ, -12804 ; , r r , f + '.......................� BUILDING PERMIT CALCULATION SHEET: / - 1?W c c � � tilt r't�.*t NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS ACTUAL LIGHT REQUIRED A,TSQUARE FOOT AREA OF ROOM IN LIGHT VENTILATION HABITABLE ROOM SQUARE FEET &%a OF ROAM SQUARE VENTILATION-4% SQUARE OPENING FOR REMARKS AREA FOOTAGE OF ROOM AREA FOOTAGE EGRESS QUESTIONS? CALL 761-8266 OR EMAIL codes{r_aueensbury,net VISIT OUR WEBSITE FOR MORE INFORMATION www.auensbunt.net 8 10-LTR 11•24 ��- �- a Community Development Office 742 Bay Road, Queensbury, NY 12804-5902 Electrical Inspectors THE FOLLOWING ELECTRICAL INSPECTION AGENCIES ARE CERTIFIED BY THE TOWN OF QUEENSBURY TO PERFORM ELECTRICAL INSPECTIONS: Name/ Address of Business Inspector Contact Number(s) Commonwealth Electrical Local: 800-562-9934 Inspection Services Ron Mumblo Ron: 518-798-0905 176 Doe Run Road Manheim, PA 17545 Middle Department Ray Novak Main Office: 800-873-6432 143 Troy Schenectady Road Local Office: 800-479-4504 Watervliet, NY 12189 518-273-0861 Ray: 518-369-6614 The Inspector, LLC Richard Moon Main Office: 800-487-0535 4755 McConchie Road Douglas R. Hull Local Office: 518-882-6140 Galway, NY 12074 Brian D. Sweet David J. Irwin PLEASE NOTE: WE CANNOT RECOMMEND AN INSPECTOR PLEASE ASK YOUR CONTRACTOR WHO HE PREFERS TO INSPECT HIS WORK. REVISED 7/22/09 "Home of Natural Beauty... A Good Place to Live " _.................................................... ,e FICE USE ONLY , � TAX NA`P N( . ♦ Mom" PERMIT 0- 47 / FEES: PERMIT RECREATION ENGINEERING M1 :` `Imp°! (If applicable) { PRINCIPAL STRUCTURE— - APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: A j A. A a,�;w,. w--Awa,e1 OWNER: ��,�L� Co.+9 s��ucf.2n C�:��knyLLC ADDRESS: Y'TD (,� «� �_��/_ u«2��„y ADDRESS: PHONE NOS. /�=3 �� /'/ PHONE NOS. 36/-3 z.Y 3 36r—��•y CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: � ,,� ,�/G ��,,�PHONE: '3,r/-32�l� LOCATION OF PROPERTY: nrAcr Z.,L I&f ��«.�.-��..�s �✓�.� 6 #u=,.-..r-..� S cc1 HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? eES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: � �� /y Lo!f PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z I o t- APPLY TO YOUR Z 1 � p d a W cn PROJECT 0 < C) , O f rY O = _ w uu- u_ � = IQ— 0 = Z F- o j Z_ Z Q Q :- � N � Ou- 0 ~ rlSatS _75 f' 'r ems SINGLE FAMILY ✓ rr �uif 6-fe-O. TWO-FAMILY i Y 3?- MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- j MERCANTILE FACTORY OR INDUSTRIAL ATTACHED L GARAGE(1,23) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: f ESTIMATED CONSTRUCTION COST: �0. '060 FUEL TYPE: �� a-S B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? , ARE THERE EASEMENTS ON PROPERTY? b_/0 I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read=re e. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) o , , This application / proposed action described ; Permission is hereby granted to the above pp p p , Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: ; 10 ; BUILDIN ODES A OVAL ZONING APPROVAL , DAT DATE '..................................................... %........------------- QUESTIONS? CALL 761-8256 OR EMAIL codes0aueensbury.net Office Use Only OFFICE USE ONLY TAX MAP NO. PERMIT NO. D '�7r` ERMIT FEE APPROVALS: ZONING TOWN CLERK I ; I APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. / OWNER: 1 k rJC �}�IJi' nn[ rj'! 1�C7�E•r•�C� INSTALLER: gelf'o.o-A i Jxee AeA4,fsT-,;;Ir fit,,��r.co�Il�a► Ce,fn e�/ L L CI J ADDRESS: q 4�-'? 0pQ ��-'J�ADDRESS: d/Y/4" PHONE NOS. '� c�Z PHONE NOS. 36l 32Y3 --- LOCATION OF INSTALLATION: RESIDENCE INFORMATION: NO.OF YEAR BUILT X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRINDER BEDROOMS _ — 1980 or older X 150 gallon per bedroom = INSTALLED? 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom = INSTALLED? �_ PARCEL INFORMATION: ✓ TOPOGRAPHY: Flat rolling Steep slope %Slope ✓ SOIL NATURE: Sand V Loam Clay Other ✓ GROUNDWATER: At what depth? ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? ✓ DOMESTIC WATER SUPLY: Municipal—z"Well (If well: Water supply from any septic system absorption is ft.) ✓ PERCOLATION TEST: Rate is minutes per inch [MPI] (Test to be completed by a licensed professional engineer or architect.) 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). TANK SIZE: ��( Q_GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? 2 , LG�S e4 Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 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. Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ ed: � 0�3 Queensbury Building&Code Enforcement Arrive:; p epart: - ' pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: RMIT#: � LOCATION: INSPECT ON: TYPE OF STRUCTURE: CommgnM Y zN N Footings 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 Footing Dowels or Keyway in place Foundation Damppruofing Foundation 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:\Buiiding&Codes Forms\Building&Codes\lnspeCtion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection ort 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: /'i NAME: PERMIT#: / -�32 .#100,V%^J%,LOCATION: ad INSPECT ON: TYPE OF STRUCTURE: Comment_ Y N N/A Footings 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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:\Bullding&Codes Fors\Building&Codes\Inspecdon Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation 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: #ooanol Y PERMIT#: 7-4/ Z, LOCATION: INSPECT ON: TYPE OF STRUC Conlmenb Y N NA 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width Aimhas above footing 6 RAfor wet areas under slab Backfdl App val der Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 8. L:\Buliding&Codes Forms\Building&Codes\lnspec Hon Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report Z- r Office No. (518)761-8256 Date Inspection Queensbury Building &Code Enforcement Arrive:'" a pm part: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. r NAME: �`�-�' r PERMIT# l �/3 LOCATION: U ct a ti4t2 0 v INSPECT ON: TYPE OF STRUCTURE: Y N N A COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing I Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom a ft. 8 in. Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naAs each side Draft stopping 1,000 sq. fL floor trusses Anchor Botts 6 ft. or less on center -ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cav min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OI.DiBuiiding&CodesUnspedion Forna'Fron inn Fffedopft Inspection ReporLdoc Revised January 7,2006 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p_M Depart: 4D 1 am/pm 742 Bay Rd., Queens ry, NY 1 Inspector's Initials: 6 r NAME: 2804'/ PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Loam/ Clay -Typeof Water: unici Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N-N/A Absorption Field:Total length ft. Length of each trench ft. Depth of trenches Size of Stone- Seepage Pits: Number Size: Stone Size: Piping Size T Building to tank Tank to Distribution Box Distribution Box to Field Pit 0 nin Sealed: N End Ca N Inlet/Outlet Pipes &Baffles Y 7 N Location Separations Foundation to tank ` ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan V.Y Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear 'n Use to Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc P - prq Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: d 37 U Queensbury Building &Code Enforcement Arrive. am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:6-1� NAME: 3� PERMIT : LOCATION: INSPECT ON: ® � TYPE OF STRUCTURE: Y N N/A Rou h Plumbi /Nail Plates PlumbingNeint/Vents in Place ' ' ch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation ReporLrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: NAME: PERMIT#: — �Z LOCATION: INSPECT ON: `7-0 TYPE OF STRUCTURE: Y N WA Framing COMMENTS: Attic A s 22" x 30" minimum Jack Studs/Headers Bracing/Bridging V Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. / Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Wails 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour 3, 4 hour trestoppirtg Pe sealed Inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fortes-OLOSUNding&CodWinsWiion Fom*\FmnhV Fkedopp ft Inspection Repott.doc Revised January 7,20CM Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm De ` am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: "I X_ I NAME: PERMIT#: C ,.4 Z LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N WA COMMENTS: Attic Access 22" x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 h w 16 gauge $ 16D nags each we Draft stopping 1,000 sq. ft floor trusses Anchor Bolts 6 ft. or less on center lee and water shield 24 inches from wail Fire separation 1, 2, 3 hour 6PW�w-a3,4 hourtration sealed 16 inch insulation in cav min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. W 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forms-OLMBuilding&CodosV ropectfon FomisTraming Firestopping Inspeckion ReporLdoc Revised January 7,2WS /0 %s . Rough Plumbing / Insulation Inspeetion Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depa am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: '� PERMIT #: LOCATION: 4n, c INSPECT ON: TYPE OF STRUCTURE: f—6�2- Y N N/A Rough Plumbing/ Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping -le 50 P. .1 fi 15 minutes insulation/ esidential Check/Commercial Check T ek imilar Exterior Sealant Proper Vent, Attic Vent Door/Window Seal No insulation Duct i Hot Water Pipin subati if required unheated aces Combustion Air Su for Furnace Duct work sealed properly/No duct tape COMMENTS: 'V'�� V'�� Q VA Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, 7,2008 Rough Plumbing / Insulation Inspection SIkeport Office No. (518) 761-8256 Date Inspection request received: ld 3 o Queensbury Building &Code Enforcement Arrive: �am/pm art: t am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT : cP'n 7 LOCATION: INSPECT ON: i TYPE OF STRUCTURE: Y N NIA Rough Plumbing J Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head r 15 minutes Insu n/ esidential Check/Commercial Check imilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properiy/No duct tape COMMENTS: F-L- Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7.2008 . 16 " / z11,1- Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm rt: a�,�M/Prn Date inspection request received: �16r Inspector's Initials: NAME: U PERMIT#: 01 LOCATION: 1 6 l-� S; DATE: TYPE OF STRUCTURE: Comments: A ,V Building Number Address visible from road L G G V- O�x ChimneyHeight/"B'Vent/Direct Vent Location Fresh Air Intake y° 3 inch PlumbingVent through roof minimum 6 inches r_0 / .2 �'1'` Roof Complete/Exterior Finish Complete Platform at all exterior doors 9 / b� Handrail 4 or more risers Y Guards at stairs decks atios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more ol V, Handrail Termination at Newell Post or Wall tnterior/Exterior Railings 34 inches to 38 inches h , Deck Bracing/Handica Ramp Compliant Grade away from foundation 6 inches with 10 feet VA S S V" ►_T 6 inch dearance to sill plate Gas Valve shut-off e /regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen waterfi ht Sa lain /Winglaw in stairwells safety al4zing Interior Smoke Dqt6dors/Carbon Mg&xid elect Every level: Eve fled Outside every bedroom ea. Inter Connected: Batts badku : Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch acc:ess, 1 N.ft.-150 sq.ft.vents tt � Bathroom Fans if no window crime�- 4 Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emerawcy egress below grade t d" Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumac e/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 '� Enclosed Stairs Sheetnrock Underside minimum'A"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Gara a fireproofing/%hour fire door/door closer Duct work Sealed prop2rly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan , Arc Fault Breaker in Bedrooms Flex Gas Pipe Bon din As Built Septic System/Sewer Dept. Ins ion Sticker She Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O 1 Temporary/Permanent L:\Buildtng&Codes Forms\Building&Codes\Inspection FomhsWesidential Final Inspection Fomh_revised_100405.doc;Revised January 7,2008;Revised 6/2601 k"P Queensbury Building & Code Enforcement - Residential �41ction 1% ice No. (518) 761-8256 Arrive: — am/pm Depart: ,am/pm Date inspection request received: inspector's Initials: _ NAME: ►� PERMIT#: �n LOCATION: DATE: TYPE OF STRUCTUR V x Comments• N A 4' Building Number Address visible from road r t7 Chimney Nei ht/"B'Vent/Direct Vent Location r Fresh Air Intake cS e- 3 inch Plumbing Vent through roof minimum 6 inches �^ Roof Complete/Exterior Finish Complete C�z i rr Platform at all exterior doors Handrail 4 or more risersGuards at at stairs decks tios more than 30 inches above arade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall interlorlExterior Railings 34 inches to 38 inches Deck Bract /Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed 1 regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen waterti ht Sa glazing t Win in stairwells safeclodin `" z Interior Smoke De ors/Carbon lyonoxid Detectors Every level: E ry Bedroom V Outside every bedr000rer.: --3z- -- ./ I 0�� Inter Connected: Bafte backup: Attic access 30 inches x 22 inches x 30 inches(Wight)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 .ft.-150 s .ft.vents 1 0- Bathroom Fans,if no window Plumbing fixtures Foundation insulation I Insulation Cert'ffication Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater opprating Law water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock underside minimum%"G sum w Basement stairs closed rise'4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly- Gas Logo in Sealed or Glass Enclosure .10 Final Electrical01 Final Survey Plot Plan Arc Fault Breaker in Bedrooms 0. Flex Gas Pipe Bonding As Built Sepfic System/Sewer Dept. Ins on Sticker Site Plan /VadRq22_Lequired Flood Plain Certification,if required Okay to issue C I C or C 10 1 Temporary/Permanent LABuilding&Codes Forms\Building&CodeMinspection Forms,\Residential Final inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: �m LOCATION: �`-s►'�-� PERMIT#: n9 ' A:3 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of L/ Community Development. Upon review the survey has been: CralgArown, Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc r, „ ,>. %y .. zRj ° fir+; c. 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'4'4j 4. ,.� - � ,'�':::.t�5.,:, •G' e�y ;� � 2. � •� 411 Li 00 N \`\ \` \,\ p p ZZ �I w q Bo� "w 0 0 wwu� - ( Yv in o 'C �j 8agn-a3 �� awe 11 6 $ 000Fo�Q oflo .;9'Zi►� �' �11I�Q � �a� x0con: L� 000 �g cr&y.#OH 3 _Myp r , Moo � U II Myc Myo ^� V Myo Myo r�4t M yp Myo V 60OZ tOLLYI DYN .Cg � o C' � � o t Sep 09 09 11:28a Ron Rucinski 518-584-5012 p.1 07 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue �J- Saratoga Springs NY 12866 Voice 518 580 1905 `s Fax 518 584 5012 ' Email ronrr@nyeap.rr.com ephall@nycap.rr.com Fax - Sheet 1 of 1 To: David Hatin —Code Enforcement Officer—Town of Queensbury From: Ethan Hall Date: 9 September, 2009 Re: David Howard—Sherman Ave— New Residence perc test At the above referenced project location I performed a percolation test for sewage disposal system design on 4 September 2009. The results of the percolation test and the sewage disposal design for the proposed residence are included herewith. If there are any questions please give me a call to discuss. Soil type—well drained sand with topsoil and some loam. Percolation test depth at 26" —minor root system to 14" below grade. Percolation test results: 18t test 0 min. 56 sec. 2nd test 1 min. 02 sec. 3'd test 1 min. 08 sec. 0 test 1 min. 13 sec. 5th test 1 min. 15 sec. 61h test 1 min. 23 sec. 71h test 1 min. 24 sec. Stabilized percolation rate of 1 to 5 min. New 3 bedroom single family residence with water saving fixtures at 110 gpd = 330 gpd total sewage produced. Application rate of 1.2 gpd/sf for 1 to 5 min. percolation rate. 330 gpd divided by 1.2 gpd/sf= 275 sf of field required. Provide 4 laterals at 35' due to space available on lot = 280 sf of the field. 1,000 gal septic tank min. required. Separation between foundation and septic tank to be 10'-0" min. Separation between foundation and tile field to be 20'-0" min. If there are any questions pertaining to this item please give me a call to discuss. As required an as-built drawing of the sewage disposal system will be provided prior to the issuance of a certificate of occupancy. Y:\Howard Apartments\Sherman Ave ResidenceTax 9 Sept 2009.doc 1 /Y ` b179 3v1-)- RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall G� 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Transmittal I To: John O'Brien—Town of Queensbury— Building Department From: Ethan Hall Date: 18 September, 2009 Re: David Howard —Sherman Avenue Spec house In response to our telephone conversation of 17 September we offer the following responses with the revised drawings attached as follows; • Drawing A-1 — Energy Data table has been modified to correspond with the Res-Check originally provided. Additionally please note the floor framing has been revised to reflect changes discussed with the builder. • Drawing A-2 — Floor framing revised to reflect changes discussed with the builder. Access panel to truss space above garage through walk-in closet in master bedroom. • Drawing A-4 — Foundation insulation indicated on building section. Also a garage section has been added to this drawing as requested. I believe this addresses all the items we discussed. If there are any additional questions please call to discuss. Y:\Howard Apardnents\Sherman Ave ResidenceUransmittal 18 Sept 2009.doc 1 Zon�r�g Board of Appeals 4 Final Approved Plans File No. � " 4. _. ZBA Meeting Date: � - Applrcant Name. yl LV. Location. Corrid� Applicant(s� 1 David W. Howard _ Area Variance No.: 46-2009 Owner(s): Jacqueline Liapes_ - SEQRA Type: II - — - Agent(s)• Kasandra L. Issacson lot size: j-0_19 acres Location: corner of Howard St. and Sherman Ave. ,- Zoning MDR Tax Id No.: 308.08-2-67 Section: 179-3-_040 Cross Ref.: None _Warren County Planning:n/a Public Hearing_ 1 August 19, 2009 - — - - �—Adirondack Park Agency:I n/a _ Project Description: Applicant proposes construction of a 2,280 sq. ft. single-family dwelling with a 418 sq. ft. attache( __garage._Applicant requests relief from the front and rear setback requirements of the MDR zone. Craig Brown, Zoning Administrator 3 sets: ZBA File / Bruce Frank / g. Permit Code Compliance Officer Zoning Board of Appeals - Record of Resolution Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 FOLLOW- UP RESOLUTION August 20, 2009 TO: David W. Howard PROJECT FOR: David W. Howard 470 West Mountain Road corner of Howard St. Queensbury, NY 12804 and Sherman Ave. Your application, after review and consideration by the Zoning Board of Appeals, was: _X_ Approved. The variance approval is valid for one (1) year from the date of approval. You may request an extension of approval before the one (1) year time frame has expired. See section 179-14-090 A copy of the resolution is attached. Additional requirements and review for this project shall include: Zoning Office _X_ See approval conditions in resolution. _X_ Submit three (3) copies of the approved plan depicting all changes and conditions of the approval as adopted by the Zoning Board of Appeals. Please bring the plans to the Zoning Office for the Zoning Administrator's signature. These plans will need to be reviewed and approved prior to issuance of a building permit. _X_ Please contact Bruce Frank, Code Compliance Officer at 761-8226 within 30 days of the ZBA approval date for a site inspection before any work is started. Page 1 of 2 Approval of the application means that the applicant can now apply for a Building Permit unless your lands are Adirondack Park Jurisdictional or other approvals are necessary (such as review by the Queensbury Planning Board.) r Zoning Board of Appeals - Record of Resolution Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 Continued Follow-Up Resoluticn Letter ZBA Meeting Date: Wednesday, August 19, 2009 Area Variance No. 46-2009, David W. Howard Building Department _X_ Application for a Building Permit Application for a Certificate of Occupancy Application for necessary Sign permits, if applicable No further discretionary review is necessary at this time This office will be performing necessary inspections related to Site issues, not Building Code issues, throughout the duration of the project. Completion of and continued compliance with all details and conditions of approval are required in order to receive and maintain approvals. Since r y, l IX Craig Brown Zoning Administrator CB/sh Encl. cc: Kasandra L. Isaacson Page 2 of 2 Approval of the application means that the applicant can now apply for a Building Permit unless your lands are Adirondack Park Jurisdictional or other approvals are necessary (such as review by the Queensbury Planning Board.) 1 Zoning Board of Appeals - Record of Resolution Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 James Underwood, Chairman Roy Urrico, Secretary TO: David W. Howard PROJECT FOR: David W. Howard 470 West Mountain Road corner of Howard St. Queensbury, NY 12804 and Sherman Ave. The Queensbury Zoning Board of Appeals has reviewed the following request at the below stated meeting and has resolved the following: Area Variance No. 46-2009 David W. Howard Meeting Date: Wednesday, August 19, 2009 Approved X MOTION TO APPROVE AREA VARIANCE NO. 46-2009 DAVID W. HOWARD, Introduced by George Drellos who moved for its adoption, seconded by Brian Clements: Corner of Howard St. and Sherman Ave. The applicant proposes construction of a 2,280 square foot single family dwelling with a 418 square foot attached garage on a 0.16 acre lot. Relief required. Applicant requests 10.2 feet of front setback relief, 20 feet of rear setback relief per Section 179-3-040 for the MDR district. In making our determination, whether an undesirable change will be produced in the character of the neighborhood or a detriment to nearby properties will be created by granting of this Area Variance. Minor impacts to the neighborhood are anticipated. If anything, it'll be an improvement to the area. Whether the benefit sought by the applicant can be achieved by some method feasible for the applicant to pursue other than an Area Variance. Due to the lot size constraints, there is no other method that can be achieved. He's made the house to fit the lot, and being only 20 feet wide, that's the best we can see here. Whether the requested Area Variance is substantial. The request is moderate at best, but with the size of the lot, it is needed. Whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the Page 1 of 2 Approval of the application means that the applicant can now apply for a Building Permit unless your lands are Adirondack Park Jurisdictional or other approvals are necessary (such as review by the Queensbury Planning Board.) i Zoning Board of Appeals - Record of Resolution Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8238 Continued resolution ZBA Meeting Date: Wednesday, August 19, 2009 Area Variance No. 46-2009, David Howard neighborhood or district. No impacts are expected. Whether the alleged difficulty was self- created. I don't think so. I think it's not, being the size of the lot, I think they've done a good job in making the house fit the lot, so I don't see that it was self-created. So I make a motion that we approve Area Variance No. 46-2009. Duly adopted this 19th day of August, 2009, by the following vote: AYES: Mr. Clements, Mr. Garrand, Mrs. Hunt, Mr. Urrico, Mrs. Jenkin, Mr. Drellos, Mr. Underwood NOES: NONE Sincerely, James Underwood, Chairman Queensbury Zoning Board of Appeals JU/sh cc: Kasandra L. Isaacson The variance approval is valid for one (1) year from the date of approval. You may request an extension of approval before the one (1) year time frame has expired. See section 179-14-090 Final, approved plans in compliance with this variance must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building & Codes personnel. Subsequent issuance of further permits, including building permits are dependent on receipt. Page 2 of 2 Approval of the application means that the applicant can now apply for a Building Permit unless your lands are Adirondack Park Jurisdictional or other approvals are necessary (such as review by the Queensbury Planning Board.) Area Variance Revised June 2009 Site Development Data Area/Type Pro :used p �'otaEs�Ad �- .Tf A. Building footprint ctitl�tir,s j B. Detached Garage C. Accessory Structure(s) D. Paved, gravel or other hard surfaced area E. Porches/Decks Lf F. Other G. Total Non-Permlrable [Add A-F] PH. Parcel Area [43,560 sq. ft. /acre]ntage of Impermeable Area of Site [I=G/H] Setback Requirements Area 04 X(Sfing Front [1] = Front [2] Sho 3 0 reline Side Yard [1] Side Yard [2] Rear Yard [1] (` Rear Yard [2) " Travel Corridor Height [max] Permeability No. of parking spaces Town of Queensbury•Zoning Office-742 Bay Road•Queensbury, NY 12804-518-761-8238 Area Variance Revised June 2009 Additional Project Information 1. Will the proposal require a Septic Variance from the Town Board of Health? /I/D 2. If the parcel has previous approvals, list application number(s): 4A} 3. Does this project require coverage under the NYS DEC Stormwater Pollution Prevention Program? /ND 4. Estimated project duration: Start Date End Date 5. Estimated total cost of project: y e d/ . QC/ 6. Total area of land disturbance for project: I-LI Floor Area Ratio Worksheet FLOOR AREA RATIO (FAR) -- The relationship of building size to lot size, derived by dividing the total building fl r area by the lot size in square feet, yielding a percentage. Zon��g trfCtw � -; v ¢ P- Naterfront Resi ntial WR 0.22 commercial Moderate CM 0, .'ommercial Intensive Cl 0.3 The combined area of all square foota as measure fro xterior walls of all structures on the property, including all floors of the structures, garages, base m is and atti with more than five (5) feet of ceiling height and covered porches. Building square footage does not ' clude• pen deck, docks and that portion of covered docks extending over water and one storage shed of one hun d twenty (120) square feet or less. Any additional sheds will be included. (See"FLOOR AREA RATIO"). Commercial or industrial: the total area i square feet a easured from the exterior of the outside walls of a building or structure, and when applicable, th um total of all floor eas of the principal and accessory buildings or structures on the project site. ircel Area ft. ;isting Floor AreX sq. see above definition] oposed A4ditional Floor Area sq. ft. epos ' Total Floor Area sq. ft. t Allowable Floor Area (Area x [see above table Town of Queensbury•Zoning Office• 742 Bay Road•Queensbury, NY 12804.518-761-8238 3 CREScheck Software Version 4.2.2 NJ( Compliance Certificate Project Title: New Single Family Residence -4;.Ipy Energy Code: 2007 New York Energy Conservation d� Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 13% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: Sherman Ave David Howard Ethan P.Hall Queensbury,NY 12804 West Mountain Road Rucinski Hall Architecture Queensbury,NY 12804 627 Maple Ave Saratoga Springs,NY 12866 518-580-1905 ephali@nycap.rr.com Compliance:Passes Compliance:25.1%Better Than Code Maximum UA:394 Your UA:295 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.• Perimeter U-Factor Ceiling 1:Raised or Energy Truss 760 38.0 0.0 19 Wall 1:Wood Frame,16"o.c. 928 21.0 0.0 47 Window 1:Vinyl Frame:bouble Pane with Low-E 110 0.370 41 Wall 2:Wood Frame,16"o.c. 1180 21.0 0.0 57 Window 2:Vinyl Frame:Double Pane with Low-E 122 0.370 45 Door 1:Glass 38 0.350 13 Door 2:Solid 18 0.300 5 Basement Wall 1:Solid Concrete or Masonry 916 0.0 10.0 68 Wall height:7.9' Depth below grade:6.9' Insulation depth:5.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 5 30.0 0.0 0 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 13 SEER 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 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this age,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifica' this Code. a Name Title Si , Date Project Title: New Single Family Residence Report date:09/02/09 Data filename:Y:\Howard Apartments\Sherman Ave Residence\Const.dwg's\Howard-Sherman.rck Page 1 of 4 CREScheck Software Version 4.2.2 NJ( Inspection Checklist Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.9'ht/6.9'bg/5.0'insul,R-10.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U factor:0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U factor:0.370 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.350 Comments: ❑ Door 2:Solid,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 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 are sealed. ❑ Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: Project Title: New Single ,.... ... .... ... _..._..._- _-.. _.- _... . ,_ Family Residence Report date:09/02/09 Data filename:Y:\Howard Apartments\Sherman Ave Residence\Const.dwg's\Howard-Sherman.rck Page 2 of 4 ' LJInstalled on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. Lj Materials and equipment are identified so that compliance can be determined. Lj Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Lj All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: Ll Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Ll Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. LI Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Ll Water heaters with vertical pipe risers 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. LI Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Lj Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Project Title: New Single Family Residence Report date: 09/02/09 Data filename:Y:\Howard Apartments\Sherman Ave Residence\Const.dwg's\Howard-Sherman.rck Page 3 of 4 Table I'Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: New Single Family Residence Report date: 09/02/09 Data filename:Y:\Howard Apartments\Sherman Ave Residence\Const.dwg's\Howard-Sherman.rck Page 4 of 4