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2004-093 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFI CATE OF OCCUPANCY Permit Number: P20040093 Date Issued: Wednesday, April 13, 2005 This is to certify that work requested to be done as shown by Permit Number P20040093 has been completed. Tax Map Number: 523400-295-014-0001-015-000-0000 Location: 23 BENNETT Rd Owner: PETER R BENNETT . Applicant: PETER R BENNETT This structure may be occupied as a: By Order of Town Board Deck TOWN OF QUEENSBURY Fireplace Residential Addition Director of Building&Code Enforcemen f✓/f ,\` TOWN OF QUEENSBURY r 742 Bay Road,Queensbury,NY 12804-5902 (5A)761-8201 Community Development-Building&Codes (518).761-8256 BUILDING PERMIT Permit Number: P20040093 Application Number: A20040093 Tax Map No: 523400-295-014-0001-015-000-0000 Permission is hereby granted to: PF,TRR R BF,NNFTT For property located at: 23 BENNETT 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: PETER R BENNETT Deck 23 BENNETT Rd NY 12804 Residential Addition $39,500.00 QUEENSBURY Total Value $39,500.00 Contractor or Builder's Name /Address Electrical Inspection Agency JELLEY&BURKE CONSTRUCTION 115 MOUNTAINVIEW Ln OI TEENSBI TRY_ NY 12804-0000 Plans&Specifications 2004-093 360 sq ft RESIDENTIAL ADDITION AND 180 SQ FT DECK ADDITION $115.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,March 31, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) j Wl Dated at the To, n of eens d sda ,March 31, 2004 SIGNED BY for the Town of Queensbury.- Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY. (518)761-8256 A permit must be obtained before beginning construction. Permit File No. 3 No inspection will be made until applicant-has received a Fee Paid $ j S 00 valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: , application form. Applicant: Plf`�' !��►� 7J� Owner: ne Address: 5 ge yi✓lee Address• '` ve eeaf Phone#( ) -, Phone#6W ) 7 : Property Location: Lot Number: / House Number Subdivision Name: - Tax Map Number: 0 New Building: residence /commercial 'Estimated Market Value of Construction: $ � 5 ddition: real enc commercial if air Addition what will use of new addition be? Alteration: 'residence/ commercial 0 No change to exterior size: residence/com'l a Other work(describe ) Check Occupancylnformation 1' Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet 4Z Single family dwelling v Two family dwelling a Townhouse o Multifamily dwelling #of units o Office o Mercantile a Manufacturin 0 1 car detached garage 0 2 car detached garage RhAn 0 3 car detached garage 1Y6. 0 1 car attached garage TOW19 OF 01 W--FWRB1 JBY 0 2 car attached garage BUILDING,'*D .,ODE v 3 car attached garage v Storage building- commercial o Storage building- residential Other (00 j f3C7 5 What is the proposed height of the structure /S feet inches Will any second-hand or ungraded lumber be used? If so,for what? v Type of Heating System: electric(D / ' wood forced hot air baseboard I other: Number of Fireplaces to be installed Number of Woodstoves to be installed t�1^ec`I Wn List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder �" CiYr #5 mouijbln vicu,, Lk, Q( q. i 4,/ Plumber r T Mason � Electrician 4 t r Declaration please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that 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 ow cons�ction Signature: �'q/`'✓� / owner,owner's agent,architect,contractor Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas .appliances t Date_ , 20 Permit Norte rV Application is hereby made to the Building& Codes Office for the issuance of a Building an se Permit pursuant to the New York State Fire Prevention.and Building Code. The applicant or owner^� agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspectiony_ NOTE to applicant: Rough-in and Final Inspections are requir ,y 161 Z0,Q Applicant Information Fuel Burning Appliance Informa p NSB (circle appropriate words) Name:�pJ� t�P,p�d�? Stove: wood coal pellet gas . Fireplace insert Address: Fireplace, factory-built: wood as Fireplace, masonry: wood as Furnace: wood gas oil Phone: :2 ct53 a If non-masonary applicance, please provide. Owner: Manufacturer Name: Address: Model Number: Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue tile steel size: inches Exact Address: ;k_5 eehCsQj741 !SA of construction or installation Factory-Built �J a i L t✓ �� i"i F Manufacturer name: q eG'tIC t-r% !.tS 1Jn Model Number: D 0 Note: Listed By: ht �Number: Consiruction/Installation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbuty Handouts regarding required inspections. Double wall / Triple wall / Insulated Direct venting Clrirnne);Liner Ca.�iat�x-',ter D�,paz�m�r�t—Tosar�. of Qu�e��bzzry, 3�TTe��orl� Fire Marshal Code# $Collected $Refiended Received fi-on: (refcinded ro): a c)c0> address: A 173 3389 (190) Public Safity A 233 2655 (230)Minor Sales DATE:b `- White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pin Goldenrod(Cashier's Dept.) I Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 4_1 fax 745-4437 Factor*Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Lastallation Manual accompanying the appliance. o deviation from the manufacturers instructions ors 1fi ns is allowed. Permit# Schedule inspection � � Time am pm anytime Inspector Name iLI, G'�' Address N�11 v 2Z Rough Iu_Final_ Appliance Manufacturer Model# Direct`lent Factory Built Chimney Flue Size Double Wall Triple Wall insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above may combustible construction within 10 feet / Q Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if Li') White—BuudingDept. Yellow cams er Pink—Fire Marshal . 0 Queensbury Building & Code Enforcement - Residential Final Ins ection Office No. (518)761-8256 Arrive: am/pm art: am/pm Date Inspection request received: _ Inspector's Initials: �• NAME: PERMIT#: 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 p_J Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more n C� Exterior Finish Complete 1 Interior/Exterior Railings 34 in.to 38 in. 1 Platform at all exterior doors Interior Handrails stairs 2 or more risers //0 A, L �jC G 13 Enclosed Stairs Sheetrock Underside minimum '/z" Gypsum Grade away from foundation 6 in. with 10 ft. u 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/'/4 hour fire door/door closer Duct work Seated properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces I8"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Addres visibi, fro rgad Final Electrical a lu Site Plan /Variance r ui d Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\BuiIdin.g&Codes\Inspection Forms\Res.Final Insp. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 4J MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL \67, Permit No........................................Cert. N 7 5 8 4 9 Cut-in Card No..............................�' Owner.................L..':. �Gf ........................... ....... .................................................................................................. Location... .. .......�-� 7Vi�JN... .......D .................................:.....:. ...... Installation Consisting of.... .1 r7Y'k i............... . ....................... ........... AJ).0/ 7-7e U J........................ .................................................................................................................................................................................... 15 Installed By.. LtY�ll2t��...... �.....Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making ' ections at any time, and if its rules are violated,the Company shall have the right to ev a thi c cat �-O /.............. INSPECTOR.....................Date......................... ......... ...................................................................... Member N.F.P.A.,I.A.E.I. Town of Queensbury Fire Marshal 74213ay Road Queeaasbuay,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Firealage/Stove WiDection Report Notice:New�ork State requires that all UL]Listed,factory built appliances be installed according to the instructions and specifications contained in the Last allation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit## " / Schedule Inspection Time am pin anytime Inspector Name -e�Acddress_ 3 1 Rough/TjC'Final_ Appliance Manufacturer Model Direct Vent_N-<*`Factory.built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) � �J PS i M1 01C Firestop(s) Vertical Chase ` Wall Penetratio�X__ Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet - Gas Shut-Off Valve x Combustion Air Hearth Extension if any) 1C Mantel Height above f/p opening K` Witness Operation x". Tank Placement(if LP) White—Building Dept.. Yellow Cast er Pink—Fire Manhal Town of Queensbury Fire Marshal's Office � 742 Bay Road Fire Marshal's l.nspection Repo Request SCHEDULE )y Received: -permit# INSPECTION ON: AM PM` ANYTIME ' Name:~ EXITS AISLEWIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTiNGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES, STORAGE APPROVED COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SlGff-- CHIMNEY MASONRY ROUGHIN FINAL CHIMNEY FACTORY BUILT ROUGH IN _Az FINAL STOVE' ROUGHIN WOOD VENTED GAS APPLIANCE ROUGHIN FINAL FIREPLACE MASONRY ROUGHIN OK T IS DAT co NOT OK FIREPLACE FINAL J7�,Ilz � . ' . FACTORY BUILT ROUGHIN INSPECT D BY FINAL WHITE-BUILDING DE -_ K Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reqPce". Queensbury Building&Code Enforcement Arrive: art:742 Bay Road, Queensbury,NY 12804 Inspector's InitiNAME: PERIT #: 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. Plumbin Vent/Vents in Place Rough Plumbing/Nail Plates 1 V2 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 `Pater Sup ly Piping Coo Commercial o er,CPVC,Pex One and Two-Family ,-Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repomdoc November 17,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection re st re ived: Queensbury Building&Code Enforcement Arrive: pm Dep a 742 Bay Road, Queensbury,NY 12804 Inspector's Ini a ` NAME: `' JUY l` _ PERMIT#: O 4_ 3 LOCATION: 0 INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS ammg 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 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\.SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing/ Firestopping Inspection Report Office No. (518)761-8256 Date Inspection re es rec ve 7 6 ' Queensbury Building&Code Enforcement Arrive: m/p art: f' a 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi ls- NAME: v�Nz° PERMIT#: � v93. LOCATION: INSPECT ON: 6- ' G 4 TYPE OF STRUCTURE: El —�--- ;r°° Y N N/A r - �j'tv�' 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 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 ce and snow ield 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 side11/2 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 En ineerin Evaluation of Residential BuildingPla ' t Bean Design, Lake George, New York (2 pages) MAR 17 2004 for: Bennett Project, 23 Bennett Road, Queensbury, New York 12804 TOWN OF QUEENSOURY BUILDING AND CODE 1. This is a single story addition for an-existing residence. 2. Floor joists 21"x8", 16" O.C. will provide adequate support for total dead and live load of 50 PSF. 3. Roof support is by pre-engineered trusses 24" O.C. with a pitch of 5" in 12". The, truss manufacturer shall be responsible for the design and construction of all trusses to support a live (snow) load corresponding to a ground snow load of 70 PSF plus all dead loads of lumber, roofing, insulation and ceiling finish. The contractor shall be responsible for the installation and bracing of all trusses per instructions from the truss manufacturer.' 4. Basement girder of triple 2"xl0" members, span = 9'4", is a satisfactory support for the first floor, above. The 3"dia. steel column-on a reinforced concrete pad is an acceptable support for the girder. The concrete pad should be reinforced with 3 #4 rebars each way.- 5. The 8" foundation walls on 16"x8" reinforced concrete footings are satisfactory as shown on plans. Walls are to be doweled to footings (as shown on plans) or keyed to footings (keyed walls provide additional water block). 6. The 4"thick concrete floor is satisfactory and should be reinforced with 6x6-10-10 WWF. The floor (with-monolithic footing) should be placed over 6 mil plastic, with 4"-6" compacted gravel/stone beneath(or undisturbed native soil). 7. Deck construction of 2"x8 PT joists, 16" O.C., double 2"xl0"PT headers and 4"x4"PT posts all supported on 8" dia. concrete piers with 18" dia. bases is acceptable as detailed on plans. The roof trusses will bear on a double 2'x10"PT header at the deck edge and the addition wall. The 2"x10"headers should have a V2"plywood filler between them and run for 3 spans. 8. Insulation shall comply with the Energy Conservation Construction Code. See the attached energy compliance report. 9. All design and construction shall comply with the latest editions of the Energy Conservation Construction Code, the Residential Code of New York State, The National Electric Code and with any applicable local building codes and/or-regulations. Q�OFESSIO141 FiJi William E. Montgomery Jr. P � %O N T 0��'�J c2 Dated: March 17, 2004 w< Work No.04-03-1) 2r= o 0370 �FTNE S1NA V-1 Foundation Inspection Report - Office No. (518) 761-8256 Date Inspection request r ceived: i Queensbury Building&Code Enforcement Arrive: am/p Depa m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: `�jCi��CTT PERMIT#: -7-001 0':A LOCATION: t, -�V-= INSPECT ON: _09 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 Foundation.Darripproofing 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.InspectionTORMSToundation Inspection Report.doc January 28,2003 r, Foundation Inspection Report J� Office No. (518)761 8256 Date Inspection request received: e Queensbury Building&Code Enforcement Arrive: am/pm I epart: am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: CJ V,,P 0 . NAME: 1v PERMIT#: L( D LOCATION: INSPECT ON: 1 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 Foundation Dampproofing �/�L ,45 0 rAj � Foundation/Waterproofing Type of Dampproofing/Waterproofing ( F O D T- Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil oly for wet areas under slab ackfill Approval Plumbing Under Slab CfA 1, - r6le K PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 6-3 .) 1 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re est recei Queensbury Building&Code Enforcement Arrive: a pm% Depart: a 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initial : , NAME: PERMIT#: 0 q- 0 q3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: ` Comments Y N N/A ootings 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/Wailpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 �1 l/ l6 S Arrive: am/ m e y am/pm Date Inspection request received: // I l ! Inspector's Initials' ((�� NAME: I A t - j PERMIT#: 0 (-1— LOCATION: 2!, E.'�T- 1^� (S- DATE: L v TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" > _ Roof Complete/Exterior Finish Com lete �G� Q j-{ L 0 r 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 d Interior/Exterior Railings 34 in.to 38 i .U Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: 1 Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. 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, if required i Okay to issue C/C or C/O Temporary/Permanent L:\PamW\BuildinQ&Codes\Inspection Forms\Res. Final Inst). form 2.docLast printed 2/12/04 Foundation Inspection Report Office No. (51 i3) 761-8256 Date Inspection request ceived: x Zelo Queensbury Building&Code Enforcement Arrive: am/p �, Depart: pm 742 Bay Rd., Queensbury;NY 12804 Inspector's Initials: NAME: PERMIT#: C�a LOCATION: INSPECT ON: Q TYPE OF STRUCTURE: Comments Y N li'/A o s P Monolithic Slab The contractor is responsible f r providing protection from fi eezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place • Foundation Dampproofmg 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 d 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 Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheckSoftware Version 3.5 Release Id Data filename:C:\Program Files\Check\REScheck\BENNETT.rck PROJECT TITLE:BENNETT PROJECT CITY:Glens Falls STATE:New York HDD:7635 CONSTRUCTION TYPE: Single Family DATE:03/14/04 DATE OF PLANS: 3/11/04 PROJECT DESCRIPTION: TO BUILD A 360 SF RESIDENTIAL ADDITION TO PROVIDE A SITTING ROOM FOR THE OWNER. DESIGNER/CONTRACTOR: BEAN DESIGN COMPLIANCE:Passes Maximum UA=82 '( QX Your Home UA=81 1.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 360 38.0 0.0 11 Wall 1: Wood Frame, 16"o.c. 500 19.0 0.0 26 Window 1:Wood Frame:Double Pane with Low-E 68 0.400 27 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 360 19.0 0.0 17 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RES checkVersion 3.5 Release Id (formerly NECchecA)and to comply with the mandatory requirements listed in the RES checkInspection Checklis. e Builder/Designer Dat REScheck Inspection Checklist 2000 IECC REScheckSoftware Version 3.5 Release ld DATE:03/14/04 PROJECT TITLE:BENNETT PROJECT Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R 38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.400 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: 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 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. 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). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes_ Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 01.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ! 3 FRAMING NOTES ,- 1 . HOLD FRAMING 1 /2 31 FROM OUTSIDE FACE OF FOUNDATION WALL TO ALLOW FOR PLY SHEATHING. 2. ALL HEADERS TO BE . FULL DEPTH - (2) 2X10'S W/ 1 /2 7) PLY BETWEEN, U.N.O. PROVIDE HEADERS IN ALL EXTERIOR , WALLS & ONLY IN INTERIOR BEARING WALLS. 3. FLOOR JOISTS TO BE DOUBLED UNDER ALL PARALLEL PARTITIONS. STUDS TO BE DOUBLED UNDER ALL HEADERS & LVL BEAMS. 4. FLUSH FRAMED WOOD MEMBERS SHALL BE ANCHORED W/2000 LB. MIN. JOIST HANGERS. 5. WOOD GRADE: "STANDARD" GRADE LIGHT-FRAMING SIZE LUMBER OF ANY SPECIES OR BOARD-SIZE LUMBER AS REQUIRED. "NO. 3 COMMON" OR STANDARD" GRADE BOARDS PER WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOODS PRODUCT ASSOCIATION RULES OR "NO. 2 BOARDS" PER SOUTHERN PINE INSPECTION BUREAU RULES. 6. CONSTRUCTION PANEL STANDARDS: COMPLY WITH PS 1 "U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" FOR PLYWOOD CONSTRUCTION PANELS AND, FOR PRODUCTS NOT MANUFACTURED UNDER PS 1 PROVISIONS, WITH APA PRP- 108. 7. WHERE LUMBER OR PLYWOOD IS INDICATED AS PRESERVATIVE-TREATED WOOD OR PRESSURE TREATED, COMPLY WITH APPLICABLE REQUIREMENTS OF AWPA STANDARDS C2 (LUMBER) AND C9 (PLYWOOD). MARK EACH TREATED ITEM WITH THE AWPB OR SPIB QUALITY MARK REQUIREMENTS. 8. WOODWORK QUALITY STANDARD: COMPLY WITH APPLICABLE REQUIREMENTS OF "ARCHITECTURAL WOODWORK QUALITY STANDARDS" PUBLISHED BY THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) LATEST EDITION. P 4 GENERAL NOTES.- 1 . ALL WORK SHALL CONFORM TO APPLICABLE STATE AND LOCAL BUILDING AND ENERGY CODE REQUIREMENTS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW YORK STATE UNIFORM FIRE PREVENT AND BUILDING CODE REQUIREMENTS. 2. PLUMBING, MECHANICAL, AND ELECTRICAL DESIGN BY OTHERS. THESE SYSTEMS AND COMPONENTS HAVE NOT BEEN REPRESENTED ON THESE DRAWINGS. 3. ALL ELECTRICAL WORK SHALL COMPLY WITH NFPA 70, NATIONAL ELECTRICAL CODE. 4. 3/4 HOUR FIRE SEPARATION BETWEEN GARAGE AND DWELLING SHALL BE UL LISTED ASSEMBLY #U317 OR EQUIVALENT WALL AND #L501 OR EQUIVALENT CEILING. 3/4 HOUR FIRE RATED DOOR, FRAME, AND HARDWARE SHALL COMPLY WITH NFPA 80. 5. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION ADMINISTRATION NOR SITE INSPECTIONS TO DETERMINE COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION DEVIATIONS FROM THE CERTIFIED PLANS AND SPECIFICATIONS, NOT APPROVED BY THE ARCHITECT IN WRITTING RENDER THE ARCHITECT CERTIFICATION NULL AND VOID. 6. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. MEANS METHODS AND TECHNIQUES OF CONSTRUCTION ARE THE SOLE RESPONSIBLITY OF THE CONTRACTOR. 7. IT SHALL BE THE OWNERS RESPONSIBILITY TO REPORT, IN WRITING, AFTER ARCHITECT APPROVAL, ALL DEVIATIONS AND CHANGES IN AND BETWEEN THE ACTUAL CONSTRUCTION AND THE ARCHITECT CERTIFIED DOCUMENTS. SUCH REPORT SHALL ,BE DELIVERED TO THE LOCAL BUILDING CODE ENFORCEMENT AGENCY FOR REVIEW AND APPROVAL. 8. THE OWNER SHALL TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, HIS AGENTS AND EMPLOYEES, FROM AND AGENST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING AS A RESULT OF ANY DEVIATIONS, CHANGES AND/OR NON-CONFORMANCES IN AND BETWEEN THE ACTUAL CONSTRUCTION AND THE ARCHITECT CERTIFIED DOCUMENTS. 9. FINISHES SHALL BE COORDINATED BETWEEN THE OWNER AND CONTRACTOR. ALL FINISHES MUST COMPLY WITH SECTION 718 OF THE UNIFORM FIRE PREVENTION AND BUILDING CODE. 10. UNAUTHORIZED ALTERATION OF THESE DOCUMENTS IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. 11 . ALL MATERIALS SHALL BE NEW AND FREE OF DEFECTS. 12. BUILDER SHALL MAINTAIN ANY & ALL INSURANCES REQUIRED BY OWNER. CERTIFICATION- DOES NOT-- EXTEND . TO-REVIEW OF' COMPLIANCE WITH ANY LOCAL BUILDING, PLANNING AND/OR ZONING CODES AND REGULATIONS. CONFORMANCE TO ANY CODES REFERENCED BY TNIS PARAGRAPH IS THE SOLE RESPONSIBILITY OF THE INDIVIDUAL FILING AN APPLICATION FOR A BUILDING PERMIT. PROPOSED EXISTING ADDITION HOUSE WOOD DECK I a, 18'-0" EXISTING BEDROOM 9,_3„ 8,_9„ . Y G'}��}ySgUR �o�N��G F,�U BU� � W3 W2 FRENCH GLASS DOOR ENTRY INTO OVAL WINDOW ADDITION II o DIRECT VENT III EXISTING LIVINGROOM o `n GAS FIREPLACE I I Ln o SITTING ROOM N co I `n OVAL WINDOW ZEXISTING ONE C° W2 BAY WINDOW STORY HOUSE I W1 10 91-311 18'-6„ FIRST FLOOR PLAN SCALE: 3/16"=1'-0" 6'-0" 6'-0" 5'-10" o� I rn 263-0" mi 8" X 24" X 24" 0 2x8 HEADER CONCRETE ;n BEAM POCKET FOOTING 3000 PSI 2 X 8 FLOOR I � MIN. #4 REBAR 8'_ MAT. TYP. ) JOISTS 16" 0. . a, PROV[DE JOIST EXISTING BILCO CDHANGERS WHERE DOOR OPENING I NEEDED F_, I I TO REMAIN 0 N - - CENTER BEAM I I EXISTING 10" BLOCK BEAM POCKET FOUNDATION 9'-3" -313 18'-6" SCALE: FOUNDATION PLAN PROPOSED EXISTING ADDITION HOUSE I I I I z o w N (n rn m Of I- I I I I EXISTING ONE STORY HOUSE ENGINEERED TRUSS 24" O.C. SCALE: ROOF PLAN 3/1 6"=,._o., 3 WINDOW SCHEDULE FRAME SIZE LIGHT VENT SQ.FT. CLEAR OPEN MARK QTY. MODEL.- TYPE WDT. X HGT. REQ. ACT. REQ. ACT. 0 ENR WIDTH REMARK W1 1 30-C14-2 BAY 5'-9 1/8" X 4'-2" W2 2 1824 OVAL V-8 1/4" X 2'-4 7/8" W3 1 FWH5468ASR FRENCH 5'-0" X 6'-8" WINDOW NOTES: 1. MODEL(S) ARE 200 SERIES, WHITE COLOR BY ANDERSON OR EQUIV. 2. ALL GLAZING TO BE 5/8" INSULSHIELD IG OR LOW E. MINIMUM U-VALUE 0.40