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2013-379 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Y Q rY> Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130379 Date Issued: Thursday, May 08, 2014 This is to certify that work requested to be done as shown by Permit Number P20130379 has been completed. Location: 15 GREEN WAY NORTH Tax Map Number: 523400-302-005-0001-059-000-0000 Owner: JERRY & LINDA STEVES Applicant: JERRY & LINDA STEVES This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY • Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, oratrip 4 other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforc ment or Zoning Board of Appeals. 00frk TOWN OF QUEENSBURY 044 . 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130379 Application Number: a20130379 Tax Map No: 523400-302-005-0001-059-000-0000 Permission is hereby granted to: JERRY&LINDA STEVES For property located at: 15 GREENWAY NORTI-I 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: JERRY& LINDA STEVES 15 GREENWAY NORTH Porch $16,500.00 QUEENSBURY,NY 12804 Total value $16,500.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2013-379 PORCH 168 sq ft Cross Ref Area Variance 54-2013 for side setback $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 22, 2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town •u nsbu Tu: %a` October 22,2013 SIGNED BY afrj, for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury Building & Codes Office Use Only ACCESSORY STRUCTURE APPLICATION . Received: i G'a, `�-S� 1 t1 f 213 Tax Map ID: - 4. 'Stag. A permit must be obtained before beginning construction il�• 4.Permitt No.: o i For any structure other than residential principal structure(house)to include, but Permit Fee: VP i ar not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: f Refer to Informational Brochure No.3 Accessory Structures-Sheds/Fences Date q - , (,3 Applicant Kti./Ork Ait\C,E /Lj Tax Map ID 3 Q . 5- +..s Address lO aci -tn e-1-1- j41 c Zoning �� d/'\ t .1Z-�"Z 1- Phone 0 r -L, Owner TQC S-\--e\1,Q_S Contractor/Agent .0.__U \ n 0. 11_rkrA C3v1 S i Address 1$ 6-t as n'j Ok-i Address 0 SS L1 ?-k- k LM Phone c� i�'�g Phone (,,p - S',8 Contact Pe or Building&Code Compliance: \' ;• la L • t Cg Day Phone: [ l CO 341- �Gr 4°.-�; ti1. .-.00°S. = �~'' " ."Mi�wd�-* -1-!-1- Building 1 _Building Street Address: ?•' —..."‘ ) Subdivision Name: 1 Lot#: Historic Site: _Yes No I°ro Estimated cost of construction: $ 11.0 / () Are there any other accessory structures on property? If yes,please list: 0 Qv\ CO&kill�Q 1 C, ^1`!L LI-e^^ - c\4 ,M G1. ki G‘.,-,z\ 1 VIUN� I S 1r\ \' VS 01A-C12 . Type of Construction: Check all that apply Please indicate measurements as required below 1st Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck Detached Garage(#of cars_) Dock Pole Barn Porch-Open **Porch-3 season, Covered, Enclosed N. 8 \U-km via .' ,\�5 ye Shed yr, Vit' ,�.0�A Other Accessory Structure(s) 1 ' " **Considered floor area& must comply with FAR(Floor area ratio)requirements if located in the Waterfront Residential zone. • Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 • Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan; Foundation Plan; Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1.2011.(INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only,must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathrooms,garages,and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: 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 and agree to the above Print Name: 2 A . LIM Signature: Date: 1t fi3 Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Queensbury Building & Code Enforcement - Residential Final Inspection !� Office No. 518 � ) 761-8256 Arrive: am/pm Depart: m/pm Date Inspection request received: Inspector's Initials: � NAME: ,s4 6 V es PE IT#: 3 - 3 r/ / LOCATION: /6 rC �f),) e DATE: S r}-/y TYPE OF STRUCTURE: J Par FW Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios 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 Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon 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 Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress 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 Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum/"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codeslinspection FormslResidential Final Inspection Form_revised 100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: Inspected on: Location: c– 5,1 j Arrive: v ci a.m./p.m. Permit No.: 2 c7t — --11 Inspector's Initials: 111111 TYPE OF STRUCTURE; 3 .� . c1/4. 1ç N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs J Headers Truss Specification Provided Bracing J 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 I 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 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 1/2 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 Design Professional Sign-off,if required W\1\-)VU3 Framing /Firestopping Inspection Report Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm De art. I'D am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ' 14`17ti 5j PERMIT #: 2.0 LOCATION: /s Cwt' -�y JLC ILI INSPECT ON: all TYPE OF STRUCTURE: . +Z- _ Y N NIA Rough Plumbing / Nail Plates Plumbing Vent I 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 Water Supply Piping Air/Head 50 P.S.1 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: Vii— Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7,2008 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: ' `� Inspected on: A Location: f v `lw\A- Pvl Arrive: _ a.m.I p.m. Permit No.: 7,C:7'C — � Inspector's Initials: _1114. TYPE OF STRUCTURE: Y (3' N/A COMMENTS: Framing A • 1C4�� Attic Access 22"x 30"minimum � —� � a ‘3 Jack Studs I Headers Truss Specification Provided Bracin• / : 's.'14 oast hangers ,1 • Ja • -• ain Beams , S 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 1 Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8) 160 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 1/2 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 Design Professional Sign-off,if required Framing I Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: � Inspected on: ,-21\ A Location: / - �n1 - � N Arrive: a.m./�i Permit No.: -2-k>' Inspector's Initials: d-1 17 TYPE OF STRUCTURE: z 45� Y N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided 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 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 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 1/2 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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report _ e—LO ` Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm � Depart:/ �.,�C am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: CL UU NAME: ' /`- PERMIT#: t 1 l LOCATION: I r?-4,1:-0`)‘-A—)1\--Y ( INSPECT ON: •1 7.71 l3 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 Footing Dowels or Keyway in place Foundation Dampproofmg 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•\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM It) id 112- - /1/1 Ai rally') UNIVERSITY of NEW HAMPSHIRE June 14, 2010 Mr.Brice Raynor -- r, EZ Crete LLC Re:Testing of the EZ Tube system Dear Mr.Raynor your EZ Tube concrete system has been completed. Ten EZ Tube Please be advised the testing of New Hampshire components were delivered by EZ Concrete LLC to the StructuralHig�bay Durham Nf testing facility of the Hampshire. Department of Civil Engineering at the University of sections and one loading head as These EZ components consisted of two base sections,seven upper listed in Table 1. PRODUCT DESCRIPTION The EZ Tube concrete system consists of a unique system designed to simplify the construction of a concrete foundation. The 20"diameter base section supports the 12"diameter 12"high upper sections as shown in Figure 1. The center of both sections has a 5/8"hole for thection op�h a �mponents for eel rod designed to hold a connection plate on the top of the last upper ed turroffsite over ease of construction. The system has a major advantage of being concrete siof conventional tube foundation construction that requires casting of e. TESTING as shown in Figure 1. Figure 2 The E7 Tube system was tested to failure in a 300 Kip testing frameshows a close up of sections 1 through 5 and base A. The testing consisted of placing the loading head section,which was similar to the upper sections except it had a flat top to expedite uniform loading to the upper sections placed beneath it. Figure 3 shows the test setup forlaboratory#1 (base fl Band upper r with the two The base section was placed directly on the testinghemispherical sections 6 and 7). r section then a upper sections on top. The loading head was placed on top of the last upper loading head with a load cell and steel shimming plate on top of it. The hydraulic ram lows the steel plate which transmits the load to the EZ Tube system. Loading Data were collected and stored on a computer as a function of lime. Test#1 base B and Upper sections 6 and 7 as shown on Figure 3. The cast loading Test# 1 consisted of testing, Figure section 7 head was found to be weaker than the base and upper sections notedas shown in on upper ection 6 as shown by the significantly spelled during the testing. Some spoiling close up picture of Figure 5. The base section was cracked during the testing. COLLEGE OF ENGINEERING AND PHYSICAL SCIENCES Department of Civil Engineering Kingsbury Hall ;}College Road Durham,Nee:Hampshire o3S24-1591 Gog-S=-14.25 C, .S6a-_}Gq fax mtv:unh.cd u/civil-engin esti ng Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: -- t �^-�� —` Inspected on: ;)*2-.1\ Location: L v�:6NX--) `' Arrive: 9 f1 a.m.!p.m. Permit No.: ^ 3� Inspector's Initials: i -_ TYPE OF STRUCTURE: Y ,� NIA COMMENTS: .:1 Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided '' Bracing I Bridging Joist hangers Jack Posts/Main Beams _._- Exterior sheeting nailed properly 12"O.C. y�" Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes I 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 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 1/2 inch or 5/8 inch Type X Garage side 518 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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report