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2008-443 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080443 Date Issued: Thursday, August 06, 2009 This is to certify that work requested to be done as shown by Permit Number P20080443 has been completed. Location: 14 TROUT PAVILION Rd Tax Map Number: 523400-227-010-0001-027-000-0000 Owner: TROUT PAVILION INC. Applicant: TROUT PAVILION INC. This structure may be occupied as a: Deck By Order of Town Board Residential Addition TOWN OF QUEENSBURY Residential Alteration Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080443 Application Number. A20080443 Tax Map No: 523400-227-010-0001-027-000-0000 Permission is hereby granted to: TROUT PAVILION INC. For property located at: 14 TROUT PAVILION 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: TROUT PAVILION INC. C/O GEORGE ARAKELIAN Deck 750 SECOND Residential Addition TROY,NY 121 Aveve Residential Alteration $100,000.00 Total Value $100,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications $133.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, September 12, 2009 (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 o eens ry,4 �41° ptember 12, 2008 �• ,, SIGNED BY ��" for the Town of Queensbury. Director of Building&Code Enforcement %.................................................................................., r........................ OFFICE USE ONLY ; '7 r TAX MAP N0. `�`9�' l�� -j-�'"l PERMIT NO. 01 S .n 0 o FEES: PERMIT_�3 RECREATION ENGINEERING ' ; (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: DM G Cg KYT(ZA cr1a)F.+— OWNER: 6eo rI e 6,e 4k 401 a ii � p L 0 lfl c.l<o✓L d �j2ok! PAO, ADDRESS: I Y ADDRESS: 21 60 PHONE NOS. .S�< �f�L Ga.S� PHONE NOS. 3 16 ? 5 3 S CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: �'�` �u�i PHONE: y- LOCATION OF PROPERTY: 12a�� Pet U L SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT o +- APPLY TO YOUR f- O a cwn U. W PROJECT p 0 w Q d = v 0 u- u Z Q c- d Na Ou- � � a = �s SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) Q OTHER ( Deck, , IF COMMERCIAL OR INDUSTRIAL—NAME}} OF BUSINESS: ESTIMATED CONSTRUCTION COST: i®Q t 8t7��o FUEL TYPE: HEAT TYPE: 14D f 41k 'HOW MANY FIREPLACE(S): �`- AND/OR WOODSTOVES(S): � ZONING CATEGORY: A ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: �u t"`'""--r C4pne *please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury • Communit i Development Office - 742 Bau Road. Dueen.shijrii NY 19R0a ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? N 0 ARE THERE EASEMENTS ON PROPERTY? WO 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 andanree to the above. 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) ................................oo ; S Permission is hereby granted to the above ; This application / proposed action described 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: 11 , , , S BUILDING & CODES APPROVAL ; ZONING APPROVAL , , 11 DATE 0 ' DATE 11 i...................................................: .....................................................0 8256 OR EMAILurv.netOffice Use Only (QUESTIONS RE INFORMATIONury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: QTouin of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: q- 4 am/p part: a/ Date Inspection request received: Inspector's Initials: \ NAME: PERMIT#: _ l LOCATION: DATE: TYPE OF STRUCTURE: Comments: Y No NIA 4' Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake _ 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers 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 Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ram Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to silt plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen waterti ht Safety glazing/Window in stairwells safety glazing tenor Smoke Detectors/Cartoon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches (height in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents throom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water..Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fire roofi /'/.hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bondin As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 1 Temporary/Permanent LABuilding 8 Codes Forms\Building&Codesllnspecbon FormslResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 Queensbury Buildin .& Code Enforcement c KZsldentiai Final Inspection Office No. (518) 761-8256 Arrive: am/ dr►� &D part: am/pm Date Inspection request received: Inspector's initials: �J NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments: N !A ,V Building Number Address visible from road Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above rade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Raflfn s 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate _ Gas Valve shut-off a ed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safe glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: P� ��AL) Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq,ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation CertificationuL�� Floor truss,draft stoppiEg finished basement 1,000 s .ft. Emeraency egress below grade U Gas Furnace shut-off within 30 feet or within tine of site Z-7 Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetroclk Underside minimum IN Gypsum_ Basement stairs dosed rise>4 inches Gara a Floor Pitched Gars a fire roofi /' hour fire door/door closer Duct work Sealed prop2rly Gas Logo in Sealed or Glas# nclosure Final Electrical Final Surve Plot Y Are Fault Breaker in Bedrooms KG-iKIQG 1'A'�L i C-G 5 Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance r uired Flood Plain Certification,if required _ Okay to issue C/C or C/® Temporary/Permanent LABuilding&Codes Form"uilding&Codes\lnspec ion FormsWesfdential Final Inspection Forrn_revised 100405.doc;Revised January 7,2008;Revised 6/26/08 • Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins request received: Queensbury Building&Code Enforcement Arrive. Mam/ rt: am/pm 742 Day Road, Queensbury, NY 12804 Inspector's Initials: v NAME: �c2��(K�9 L_1!� PERMIT LOCATION: t AV, VD INSPECT ON: c� TYPE OF STRUCTURE: rr r Y A N I WA COMMENTS: Framing 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 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 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. (V1l) 5.7 sf above/below grade 5.0 sf grade L:1Build'mg&Codes Form8-=M3uildiN&CodesMrapection FomaTraming Firedoppirg Inspection ReW doc Revised January 7,2008 �) �w � kzk-,, �Framing / Firestopp glnspect� n Re I?fOffice No. (518) 781-8256 Date I request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto Initials: , t' NAME: :TO07� TPERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing ss 22" x 3T minimum Jack Studs/Headers l �rL.,� L j L a A O Bracing/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 Dedc Bracing Headroom 8 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 h 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 Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 518 inch Type X CeilingAyall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. W 5.7 sf above/below grade 5.0 sf grade LAWWW*&Codes Forms-OLDiBu"M9&CodoMrfspedion FormTrarrinp Frestoppmg Inspec bon Raport.doc Revised Janwry 7,20M Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspen request received: Queensbury Building&Code Enforcement Arrive:L-3• am/ , Depart: am/pm 742 Bay Road, Queensbury, NY 12804 InspectoAs initials: � NAME: jtz&(-& 14x PERMIT#: LOCATION: ✓)75-7 INSPECT ON: t t 0 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 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses t!chor Bolts 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 cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (M 5.7 sf above/below grade 5.0 sf grade L:\Buikkq&Codes Forms-OLMSuNdkV&Codeslinspedion ForrnsTrarning FuedOpping inspection Reportdoc Revised January 7,2006 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: C1 Queensbury Building&Code Enforcement Arrive: am/ m Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector' Initials: 2 NAME: UNl — �`�' �-*� PERMIT#: 6T LOCATION: w INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings iers 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 Dampproofng 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. i L:\Building&Codes Forms\Building&Codes\Inspecti Forms\Foundation Inspection Re doc Las printed 12/20/2005 9:24:00 AM t �'� ;_. WORK REQ`VEST CLIENT: tyJ ADDRESS: 41 r Of Northeastern New rk, Inc. DATE: 1, 4 Phillip Drive Malta, NY 12020 PHONE: Phone: 518-330-7631 Fax: 518-330-7631 CONTACT: TYPE OF PROJECT QTY CATEGORY GALV BLACK FIXED H ADJ H EXT X X SKETCH OF WORKSITE r 7ic MAPPING OF POST ROTARY GEARBOX OMS 125 CMS 200 OMS250 A 50 NUM# PSI CAPACITY DEPT HAMMER SINK IvA -Et- 0(X� 1 e1 c aj 5 4 LV r SIGNATURE OF INSTALLER: CUSTOMER'S SIGNATURE: Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: U am/pm i art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: �� J, ►�,� 2,� INSPECT ON: 3 TYPE OF STRUCTURE: _ Y N NIA Bough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washi2q 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 R revised f�ov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date lnspedior�yTequest received: Queensbury Building &Code Enforcement Arrive: . 0 am/pm 2epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto Asir NAME: e' PERMIT#: LOCATION: ,7 r INSPECT ON: ? TYPE OF STRUCTURE: Yyj NIA COMMENTS: Framing I 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 8 16D nadls 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 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 Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LASuiiding&Codes Fortes-OLMSuiiding&CodesUnspection F -rung�ing I January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspen request received: Queensbury Building Code Enforcement Arrive: amlp Depa am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ `��- NAME:.i2G}/�C-�- /✓�N PERMIT #: o� � LOCATION: INSPECT ON: TYPE OF STRUCTURE: 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 I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test afar 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 of Water Piping insulation If uired unheated spaces bustion Air Supply for Furnace .7cl work sealed ro /No duct tape 10 -L V COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspecti n Report Office No. (518) 761-8256 Date Inspection request received: 1(7.— Queensbury Building &Code Enforcement Arrive. 'J am/ P i. Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Insp is Initials:,, u -L' NAME.: , IkA 1 f'l; PERMIT#: �_ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 Y2 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 [_Airl" ead r 15 minutes nsulation Residential Check/Commercial Check 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 toe j t6OMMENTS: Rough Plumbing Insulation Report.revised 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/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: Aft k u-'C—.4 A ' PERMIT#: LOCATION: INSPECT ON: ICE TYPE OF STRUCTURE: Y N N/A COMMENTS• Framing 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 % 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 1re' 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 CeifingANall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding$Codes Farms-OLDSuilding;&CodesYnspedion ForrnsTrarning Firestoppft Inspection Report.doc Revised January 7,2006 Rough Plumbing / Insulation Inspect on Report Office No. (518) 761-8256 Date Imesinifials: request received: Queensbury Building & Code Enforcement Arriveam/�� Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Ins �'" Z NAME: .i M L I,r i ;t rakeP __ LOCATIO ` - - 7-�; INSPECT ON: �" , /mac% TYPE OF STRUCTUREu: Y NIA Rougo Plumbing/Mail Plates , PlumbkayenVVents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum C!aanout 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 C mbustion Air Supply for Furnace uct wolk sealed properly/No duct tape 7 J C MMEN rS-. Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspectio eport Office No. (518)761-8256 Date inspection nsquest nCei-vech' Queensbury Building &Code Enforcement Arrive: Z ?zL( arrtl� Qopgrt: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. . f f , NAME: kakd"a PERMIT LOCATION: INSPECT ON: - TYPE OF STRUCTURE: Framing Y N N/A COMMENTS ccess 22'x 3W 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 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 wail 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 518 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. IM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OI.Dftilding&CodesNinspedion Forms'Freff*q Fi edopp ft inspection Repwtdoc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspoction rpquest received: Queensbury Building &Code Enforcement Arrive: Zepart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector' Initials: NAME: aL L-- -1 � PERMIT#: 19 LOCATION: i` 0'i i INSPECT ON: c?It TYPE OF STRUCTURE: Framing Y N NIA COMMENTS: Attic Access 220 x 3W 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 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses r Bolts 6 ft. or less on center ce 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 cavity 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 LABuilding&Codes Forms-OLD Suild ft&CodesUnspection FamsTren ing Fxestopping Inspection Repatdoc Revised January 7,20M Framing / Firestopping Inspection Report Office No. (518)761-8256 Date ins uest received: Queensbury Building &Code Enforcement Arrive: part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto s Initials: ` NAME: R C.L--I/4 N PERMIT LOCATION: ► oo i s 4 �J INSPECT ON: x TYPE OF STRUCTURE: Framing Y N I NIA COMMENTS: Attic Access 220 x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts I 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 8 16D nails each side Draystopping 1,000 sq. ft floor trusses Bolts 6 ft. or less on center ce 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 cavity min. Garage Fire Separation House side'A inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade i4L6��nns-oLD'Suilding&CodesiVropection Form arcing F'ntopphV Inspection RepoRAoc Revised January 7,2008 Framing / Firestopping Inspection Report '�7' � , Office No. (518)761-8256 Date Ins u received: Queensbury Building &Code Enforcement Arrive: m/pm part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect s Initials: NAME: KGB (&A,) PERMIT#: LOCATION: 7Ro v i Vic! . 1erD INSPECT ON: / TYPE OF STRUCTURE: Framing Y. N I NIA 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 % w 16 gauge 8 16D naus each side D pping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center ce and water shield 24 inches from wall J Fire separation 1, 2, 3 hour Y 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 Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (" 5.7 sf above/below grade 5.0 sf grade 14 LABuilding&Codes Forms-OLDSuilding&CodWirapection FomisTrarNng Firestopping Inspection ReporLdoc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins request received: Queensbury Building &Code Enforcement Arrive: l am/p/n part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto s Initials: i NAME: ._ (A R AV,F L P*) PERMIT LOCATION: INSPECT ON: 1 -to—0 9 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 % w 16 gauge 8 16D naus 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 Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side h 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 arade Adr i LABuildirm Codes Forms-oLM ilding&Codeslfnsped' Firestopping Inspection ReporLdoc Revised January 7,2008 Framing PP 9/ Firesto in Inspection Re Office No. (518)761-8256 Date Inspection i ed: t j Jlc. S Queensbury Building &Code Enforcement Arrive: L pant: a p�n 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: — y LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N WA COMMENTS: s AX inimum 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 8 16D nails each we Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or lemon center Ice and water shield 24 inches from3011 Fire separation 1, 2, 3 hour E 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 Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. W 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forms4X D18uiid ft&Codesllnspection FomtsTrwr ft Fuestopping Inspection Report.doc R®vised January 7,2006 �li*-- cc;) 10 Inspection Report Office No.(518)761-8256 Date Inspectloft'request received: Queensbury Building&Code Enforcement Arrive: i am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 InspecW s Initials: NAME: PERMIT#: LOCATION: L 2 i ,INSPECT ON: TYPE OF STRUCTURE: Commenb Y N N/A Footings Monolithic Slab Reinforcement in Place ,j� The contractor is respo6ible or 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:\Buiiding&Codes FormsWiid'ing&Codes\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tion reque e _ Queensbury Building&Code Enforcement Arrive: X: Depart: Z` 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: l 14 ERMIT#: LOCATION: , INSPECT ON: TYPE OF STRUCTURE: Con mob 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 6>1 oundation Dampproofing Foun Footing Drain Daylight o Sum noting Drain Stone: me wi 1/ 6 inches above footing areas under slab Backfill A val -� Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection epo Office No.(518)761-8256 Date Ins 'on re . 'iv� : 1� � Queensbury Building&Code Enforcement Arrive: am/ ` ' Depart: � = 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: / �rC..r-- - � - NAME: ��°- P.-�RMIT#: � t LOCATION: I v, INSPECT ON: �' C"or TYPE OF STRUCTURE: 9� J-- AJ'j&,d's -, 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. se on site. Foundation/Wallpou", 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 R. L:\Building&Codes Forms\Building&Codes\Inspection Foams\Foundation Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM c�o\�ttJ 7-- 4- Foundation Inspection Report Office No.(518)761-8256 Date Inspection t Queensbury Building&Code Enforcement Arrive: pm Depart: b a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: A W E L�_ RMIT#: LOCATION: It L4 'TTICYL - ��1 l t p�� INSPECT ON: 1 O —Z4S—Q TYPE OF STRUCTURE: COMM10 X 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg 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. U\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM WALTER VANDELOO. P.E., P.C. Consulting Engineers P.O.Box 582 Troy,New York 12182-0582 (518)274-4026 October 20„ 2008 Town of Queensbury Building Department 742 Bay Road Queensbury,NY 12804 RE:Addition to Arakalian Residence Gentlemen: Please note the following changes/modifications to the plans for the above location. 1. The existing roof rafters are to be removed from the entire structure and replaced with Pre-engineered roof trusses spaced at 24"o/c. Roof trusses to be designed and approved by truss manufacturer and shall be designed so as to provide the levels of insulation specified on the original drawings. If you have any questions please feel free to call me at the above number. Thank you for your assistance. Respectfully submitted, Walter VanDeLoo,P.E. WAT TER VANDELOO. P.E., P.C. f'nis aar�tivrts T,`vrrri�vas-r P.Q.BOX 582 Troy,New York 12182-0582 (518)274-4026 November 3,2008 To....of Queensbuary Building Department 742 Bay R-m d Queensbury,NY 12804 RE:Addition to Arakalian Residence Gentlemen: Please note the following changes/modifications to the plans for the above location. 1. Du..ng construction of the....;f undat.on itvraas noted the condition of the existing foundation tss not stable and must be replaced. The existing foundation shall be replaced by jacking the existing structure and providing temporary support while a new concrete block foundation is installed per the attached detail. If you have any questions please feel free to call me at the above number. Thank you for your assistance. Respectfully submitted, Walter VanDeLoo,P.E. Icy ftpy at ` 7 TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and spedCatiOns are in full compliance with the Building Codes of New York State. c�U13 M �1 TN BULL IN p,a,Ae ,_' Y Di6' SILL SYSTEM 0- s i . vile ► late m1,4" Sill Sealer Casket -1 MCI A,— n 1,�.� c�,.la,. .�2n Long / - 11L U10 Ylnlrllot Bolts 1L Existing Wall @ 6` olc, min 2 per plate and max. 1 T from corners Floor Syste cr%umnATivkl QVCTr-RA u u Crawl Space _ _ - 8" Concrete Block Wall Vapor Barrier N 2 + - barging and waterproofing below grade 2" Rigid insulatio (R-10) - - a a FOOTING SYSTEM - 16"x 8" Continuous Concrete Footing t -`T n rn..... .0 A M WI L KOWS " Bars - 4" ADS perforated drain to approved source - cover wig E&4/ �iortie and wrap with _Titer fabric FOUNDATION REPLACEMENT DETAIL, NOT TO SCALE D 4�3 Compliance Certificate Project Title: Arakalian Residence I LL �JC P Y Report Date:08/01/08 Data filename:H:\Active ProjectslArakalian Camp Renovations\Misc\Arakalian Residence.rck Energy Code: 2000 IECC Location: Glens Falls,New York Construction Type: Single Family Glazing Area Percentage: 26% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: Queensbury,,NY Dave and Lois Arakalian Art Pakatar 9 Viewpoint Drive Stonehenge Associates Troy,NY 121 Annie Street Troy,NY 12180 283-3193 apakatal Cnycap.rr.com Compliance:8.4ga Better Than Code Maximum UA:190 Your UA:174 Ceiling 1:Cathedral Ceiling(no attic) 500 420 0.0 13 Ceiling 2:Flat Ceiling or Scissor Truss 282 42.0 0.0 8 New 2x6 Wall:Wood Frame,16"o.c. 242 38.0 0.0 10 Window 1:Wood Frame:Double Pane with Low-E 24 0.350 8 New Zx4 Wall:Wood Frame,16"o.c. 165 24.5 0.0 7 Door 1:Glass 41 0.350 14 Existing Zx4 wall:Wood Frame,16'o.c. 510 24.5 0.0 18 Window 2:Wood Frame:Double Pane with Low-E 84 0.350 29 Door 2:Glass 93 0.350 33 Floor 1:All-Wood JoistlTruss:Qver Unconditioned Space 782 21.0 0.0 34 Furnace 1:Forced Hot Air90 AFUE Air Conditioner 1:Electric Central Airl3 SEER 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 REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Existing Crawl Space-uninsulated-all floors to be insulated New furnace to be provided,ducts in unconditioned space to be insulated and sealed per code f Project Title:Arakalian Residence Report date:08101108 Data filename:H:1Active Projects%Arakalian Camp Renovations\MiscVkakalian Residence.rck Page 1 of 4 Inspection Checklist Date:08/01/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-42.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-42.0 cavity insulation Comments: Above-Grade Walls: ❑ New 2x6 Wall:Wood Frame,16"o.c.,R-38.0 cavity insulation Comments: ❑ New 2x4 Wall:Wood Frame,16"o.c.,R-24.5 cavity insulation Comments: ❑ Existing 2x4 wall:Wood Frame,16"o.c.,R-24.5 cavity insulation Comments: Windows: ❑ Window 1: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: ❑ Window 2: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: ❑ Door 1:Glass,U-factor.0.350 Comments: ❑ Door 2:Glass,U-factor.0.350 Comments: Floors: ❑ Floor 1:All-Wood Joistlfruss:Over Unconditioned Space,R-21.0 cavity insulation Comments: Heating and Coding Equipment: ❑ Furnace 1:Forced Hot Air.90 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:Arakalian Residence Report date:08101/08 Data filename:H:1Active ProjectslArakalian Camp RenovationslMiscVlrakalian Residence.rck Page 2 of 4 } Fi Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Ll Materials and equipment are installed in accordance with the manufacturees installation instructions. Lj Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Lj Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces are insulated to at least R-5.Duds outside the building are insulated to at least R-8.0. Duct Construction: Ll 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 duds operating at less than 2 in.w.g.(500 Pa). rJ The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the gating and/or cooling input to each zone or floor is provided. Service Water Heating: Li 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. Lj 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. Swimming Pools: All heated swimming pools have an ordoff heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. 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. Project Title.Arakalian Residence Report date:08101/08 Data filename:H.IActive ProjectslArakalian Camp RenovationsWiscXArakalian Residence rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature("F) 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(far 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:Arakalian Residence Report date:08/01/08 Data filename:H:\Active Projects\Arakalian Camp Renovations\Misc\Arakalian Residence.rck Page 4 of 4