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2007-698 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE (31-'r" OCCUPANCY Permit Number. P20070698 Date Issued: Friday, February 01, 2008 This is to certify that work requested to be done as shown by Permit Number P20070698 has been completed. Location: 34 RAINBOW Trl Tax Map Number. 523400-279-015-0001-065-000-0000 Owner. MICHAEL TRACKEY Applicant: MICHAEL TRACKEY This structure maybe occupied as a: Residential Addition By Oder 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, 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: P20070698 Application Number. A20070698 Tax Map No: 523400-279-015-0001-065-000-0000 Permission is hereby granted to: MICHAEL TRACKEY For property located at: 34 RAINBOW Trl 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: MICHAEL TRACKEY DIANA HARRINGTON TRACKEY Residential Addition $26,715. 0 34 RAINBOW Trl Total value $26,71500 QUEENSBURY,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-698 224 SQ FT RESIDENTIAL ADDITION $75.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,November 26, 2008 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T o ee � )j/o R , ovember 26, 2007 SIGNED BY t � for the Town of Queensbury. Director of Building&Code Enforcement ............................•__•___........ ' -o.................. r" .......... OFFICE USE ONLY ' TAX MAP N(. PERMIT NO.4 77 FEES: PERMIT RECREATION ENGINEERING (If applicable) i PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL Se BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: e-/1p c k 17(dYS• OWNER:2a /A-s &a26 ea1 r e 11 ADDRESS:�R �i 1�-y�//� �77 ADDRESSS# &/1✓r7 v iv -ry,*. PHONE NOS..f/`r- J - 3 a `J PHONE NOS.�I$ • F7'y.3 '1 '% .: FAX - SIS- 74/y -40 / 1 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 64-yo'/0C-1�' PHONEd'/� , LOCATION OF PROPERTY: ,J 0 td,&� SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR z 0 p d d W u- U) PROJECT 00 O O = _ � 0 W LL LL LL = h¢- 0 O z W C� z C� �-- I- H � W z Q ¢ v7 N W O u- E- u- a = 06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: a G }J /6, v FUEL TYPE: / HEAT TYP _*HOW MANY FIREPLACE(S):_� AND/ OR WOODS�T/OVES(S):_ N D ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? N 0 IS THIS A HISTORIC SITE? /v J PROPOSED USE OF BUILDING OR ADDITION: , L14 k 74;p-�✓� i th 1►/--, J9 YQA- _ "Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? V c 5 S �C r7 u- �d1 ►t/c 1 � ARE THERE EASEMENTS ON PROPERTY?& 1 14 C� 1-0 � —{ W4 (,4►�e � _fD �1 A nh corGY ANC[ 0, y. T�� A�c�e C"D �►-5 0 i7eY�. / �� 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. Signed 1 ' O �l 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) ...................... Permission is hereby granted to the above ' Oo This application / proposed action described01 Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said 0 zoning Laws of the Town of Queensbury. Application: 0 , , , , , , , , , , , , , , , , , , , , , 10 , , BUILDING & CODES APPROVAL 00ZONING APPROVAL 00 , , , '��' , DAtE % DATE , , , QUESTIONS? CALL 761-8256 OR EMAIL codes(ftueensbu ry.net Office Use OnIV VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.gueensbury.net Occupancy Type: Construction Classification: �C— Assembly Occupancy Limit: Special Conditions: Town of Queensburyj - Community Development Office - 742 Bay Road, Queensburyy, NY 12804 Queensbury Building & Code Enforcement - Residential Finaf Inspection Office No. (518)761-8256 Arrive: amiprp am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: TYPE OF STRI UR : comments: Yes No WA �et IMF— ,C Building Number Address visible from road ChienHeight/'B'Vent/Direct Vent Location 3 2 Fresh Air Intake j 3 inch Ptumbi Vent through roof minimum 6 inches Roof Complete/Extenor Firnish Complete Cc Platform at all exterior doors " Handrail 4 or more risers ©�^ v c �J Guards at stairs,decks, tios 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 owe InteriodEAerior Railings 34 inches to 38 inches Deck Bras /"andkapped Ramp Com pant Grade away from foundation 6 inches with 10 feet 6 inch clearance to SOI 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 g!" Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: 01 Outside every bedroom area: Inter Connect: B backup: Attic access 30 inches x 22 inches x 30 inches in accessible area Crawl Spaoes 18 inch x 24 inch access,1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumb"Plumbina fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency Tess below grade Gas Furnace start-off within 30 feet or within One of site Oil Furnace shut-off at entrance to furnace area Furnace/Fiat Water Heater oPerating Low water shut-off boiler Relief Va s installed/Heat Trapt Water Temp 110 Enclosed Stairs Sheetrodc underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing I%hour fire door/door closer Duct work Sealed propedy Gas Logs in Sealed or Glass En re , .. Final Electrical Final Survey Plot Plan Are Fault Breaker in Bedrooms Flex Gas Pipe Bondi As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C 1 C or C 10 1 Temporary/Pemunlent USuilding&Codes FormslSuilding&CodesUnspec ion FormslResidendal Final inspection Form_revised_100405.doc;Revised January 7,2008 �C a 1 _ _ _ COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. N2 6807 Cut-in Card No..................................... .................. ..................................................................................... ..... Owner........ Location...... i0j.47'A-) e7.0.... .1W.................................................................................... . ..... ..... ...... ...... Installation ConsistingZ765.fj............. _/................................ ........................ ................................................................................................................................................................................... ................................................... ........................................................................................ . ..........................r.............................. Lic.No................................................... .... .. ...............Installed By.....I 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 mak)n')nspections at any time, and if its rules are violated,the Company shall have the right t (0 erfaPO ............. INSPECTOR pr ific Date... :. ..`..... ke c ...........Member N.F.P.A., Rough Plumbing / Insulation Ins ction Report p p Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initialsll_ZZ NAME: PERMIT #: 07- 17E LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air LHead '' gt 0 —J"for 15 minutes Insulatio Residential Check Commercial Check ent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codesunspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Ins ection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p D part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: "'V� NAME: PERMIT #: —' 7Y�- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head r 15 minutes ula ion sidential Check Commercial Check ee Pro er Vent ttic Vent / a q,0 I Duct/ Hot W ter Piping Insulation unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whitinouilding&CodeOnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 , f T_ {fir / . � �t Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date In ept' quest received: Queensbury Building&Code Enforcement Arrive: am/ Pepart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector s Initials: . NAME: lac4PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A 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 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 112, 3, ur Firestopping Penetrati aled inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade i Framing/ Firestopping Inspection Report / Office No. (518) 761-8256 Date Ins ection request received: JC >� Queensbury Building&Code Enforcement Arrivr,: .,'JJam/pm Depart: am/pfn 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ,,,r NAME: v``�rlo � PERMIT#: � LOCATION: .l INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Frami ,,,:.r.-� ,f Attic Access 2 '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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center j Ice and water shield 24 inches fro wall / Fire separation 1, 2, 3 hour !/ Fire wall 2, 3,4 hour Firestopping # Penetration sealed 16 inch insulation in cavity min. j Garage Fire Separation House side '/z inch or 5/8 inch Type X i Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) I 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No.(518)761-8256 Date Ins 9tion mquest received: Queensbury Building&Code Enforcement Arrive:C�5am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials: I NAME: / a— ' PERMIT#: � LOCATION: i INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. 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 s above footing 6 '1 for wet areas under slab Backfill A val nder 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio quest received: / (� Queensbury Building&Code Enforcement Arrive: m�� ��,, Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 'si 'Inals�=— NAME: Tim k) G-V'Cm � PERMIT#: 0� /62 / V LOCATION: INSPECT ON: /l 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. f oundation/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 stab 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 Foundation Inspection Report Office No.(518)761-8256 Date In lion,request received: Queensbury Building&Code Enforcement Arrive:s am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 3�-C- NAME: PERMIT#: LOCATION: /INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings i L( 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 Foundation Inspection Report /d Office No.(518)761-8256 Date Ins 'tigygrequest received: Queensbury Building&Code Enforcement Arrive 6G �arr Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �-' NAME: &C=t/-C PERMIT#: C� g LOCATION: CA a INSPECT ON: -Z— S TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is respo Bible 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 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 8. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM • 0-7 _ 6 ?F5— REScheck Software Version 4.0.1 Compliance Certificate Project Title: New Home Addition Report Date: 11/03/07 Data filename:C:\AutoCad Drawings\Sherlock Builders\Mike&Diane Trackey\055REScheck.rck Energy Code: New York State Energy Conservation Construction Code Location: Saratoga County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 24% Heating Degree Days: 7244 Construction Site: Owner/Agent: Designer/Contractor: 34 Rainbow Trail Mike&Diane Trackey Douglas W. Adams Queensbury,NY 12804 34 Rainbow Trail Saratoga Engineering&Design Queensbury,NY 12804 74 Rolling Hills Drive 743-1762 Gansevoort,NY 12831 518-587-2518 saratogaengndesign@nycap.rr.com Compliance: .0 Your Home UX 55—8.3% Better Than Code(UA) Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic): 224 38.0 0.0 6 Wall 1:Wood Frame,16"o.c.: 368 21.0 0.0 16 Window 1(TW2442):Wood Frame:Double Pane with Low-E: 45 0.280 13 Window 2(TW3042-3):Wood Frame:Double Pane with low-E: 43 0.280 12 Basement Wall 1:Solid Concrete or Masonry: 138 21.0 0.0 8 Wall height:2.6' Depth below grade:0.5' Insulation depth:2.6' The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stam and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or s i.c7— Namere in compliance with this Code. ^ �— / L/ -Tide Signaty Date' Project Notes: Sherlock Builders,747-7327 New Home Addition Page 1 of 4 REScheck Software Version 4.0.1 Inspection Checklist Date: 11/03/07 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments:All three walls Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,2.6'ht/0.5'bg/2.6'insul,R-21.0 cavity insulation Comments: Windows: ❑ Window 1 (TW2442):Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:4 units with High Performance Glazing ❑ Window 2(TW3042-3):Wood Frame:Double Pane with Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes No Comments:1 units with High Performance Glazing 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: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors 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: ❑ Supply ducts in unconditioned attics or outside the building are insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-4. ❑ Supply ducts in unconditioned spaces are insulated to R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ Ali 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. New Home Addition m ��� F Page 2 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Ll Separate electric meters exist for each dwelling unit. Fireplaces: Lj Fireplaces are installed with tight fitting non-combustible fireplace doors. Lj Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Ll Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Lj Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Ll Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ci All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. 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. New Home Addition m_ 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 Pressuretfemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.6 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) New Home Addition Page 4 of 4 NOTES 1. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE FILE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS. 4. THESE PLANS AND SPECIFICATIONS ARE IN Y COMPLIANCE WITH SECTION N1101 (ENERGY EFFICIENCY) OF THE NEW YORK STATE CODE 5, ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK STATE PLUMBING CODE. 6. EVERY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING HATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE HATER SUPPLY SYSTEM IN ACCORDANCE WITH THE NEW YORK STATE PLUMBING CODWINDOW UNITS SHALL MEET OR EXCEED ANDERSEN KN170YG SERIES 400 PERFORMANCE SPECIFICATIONS. HIGH PERFORMANCE GLAZIN6, LOW-E, DUAL PANE, AR60N BLEND FILLED MINIMUM VALUES ARE: 7. ALL ALL ELECTRICAL .SYSTEMS SHALL BE INSTALLED L U-FACTOR=0.28 BTU/HR. DEG. F 50. FT., 5H60=0.45, 4 VT=0.51 E ACCORDANCE WITH THE NEW YORK STATE ELECTRICAL CODE. ROOM DESCRIPTION AREA, 50. FT. 596 OF ROOM 4% OF ROOM DOOR/WINDOYi UNIT COUNT CLEAR OPENING CLEAR OPENING ROUGH OPENING CLEAR OPENING - &LASS VENT AREA, 50. FT. AREA, 50. FT. UNIT # 50. FT. WIDTH, IN. HEIGHT, IN. WIDTH, IN. HEIGHT, IN. 50. FT./UNIT 50. FT./UNIT DINING ROOM 205 16.24 8.12 TK3042-5 1 5.25 55 '1/6" 24 1/4" 1' 5 5/4" 4' 5 1/4" a.45 5.26 FRE COPY TW2442 4 4.0 25 17/8 22 1/4 216 I/8 4 5 1/4 'I.O I 4.02 TOWN OF QUEENSBURY BUILDING & C S PT. ReviewedBy- WIND OW SCHEDULE Date; t SCALE: 1/4"=I'-O" TOM,! P;E PART MENT U' ;' orl :Ur iimilcl� examinabon, `L1r n �^a�+ Shall l�6'In!:Iv..t$ $Ball nrr ou cr)c :K -d as i,dicating the 60/10/10 NY5 APPROVED ROOF TRU55 ® 24" O.G. plans ani si'cdilon'on-ri; are in full 15# ROOFING PAPER compliance w i`n the Bwding Codes of 5/5" OSB SHEATHING W/ 'H' GLIP5 New York State. SOYR. CERTAINTEED ROOFING 5HIN&LE5 COLOR # PROFILE TO MATCH EXI5TIN6 12 R-36 BATT INSULATION WNAPOR BARRIER # PROPER VENT 5 PROPER VENT RI COPY OWEN5 CORNING 'WEATHERLOGK' WATERPROOFING UNDERLAYMENT (24" INSIDE EXTERIOR WALL) ALUMINUM DRIP EDGE 1/2" 6WB or PINE FIN15H 2x6 SUB-FACIA K/ALUMINUM COVER (COLOR TO MATCH EXISTING) VINYL VENTED SOFF I T (COLOR TO MATCH EXISTING) SHERLOCK BUILDERS 12 29 Hudson Falls,New Yyette ork 12839 EXISTING CONSTRUCTION et (3)2x12 HEADER W/ i/2" FILLERS, SPF #2 (518)747-7327 TA2442 SARATOGA ENGINEERING & DESIGN CERTAINTEED 5HIN&LEVENT II CONTINUOUS Doug as W.Adams,P.E. AIR VENTILATION 5YSTEM(TYP)(OR EQUAL) 74 Rolling Hills Drive CERTAINTEED SHIN6LEVENT 11 CONTINUOUS ED Gansevoort,New York 12831 AIR VENTILATION 5Y5TEM(TYP)(OR EQUAL) (518)587-2518 email: saratogaengndesign@nycap.rr.com EXISTING CONSTRUCTION BEYOND 1/2" 6WB 2x6 PRE-GUT STUD WALL ® 16" O.G. REVISION VINYL SIDING (COLOR TO MATCH EXISTING) No. DArs RairARas 5 3/4 T$6 ADYANTI=GH SUB-FLOORING 7/I6" OSB WALL SHEATHING 2x10 FLR. JST. o 16" O.G. YVX-5RAGIN6 TYVEK HOUSE WRAP ^Cy R-50 BATT INSULATION WNAPOR BARRIER TOP OF SUB-FLOOR U 2x10 PT RIM JOIST 0 2x6 PRESSURE TREATED SILL PLATE K/ SILL SEALER - -T—O—P OF SUB-FLOOR }TOP Or -FLOOR TOP OF 5U5-FLOOR 2x6 5TUD WALL o 24" O.G. - U Y NEK/EXISTINC7 1'NEW/EXISTIN6 NEW/EXISTIN6 1/2"0 STEEL ANCHOR BOLT o 6' O.G. BARRIER LLATION lH/VAPOR , 4 I FROM EACH CORNER. 15 L6. R-2 TT r r r r - 8 THK. CONCRETE FROST WALL _ = 2 THK MUD SLAB " LA i. q 6 MIL POLY VAPOR BARRI & DIANE TRACKEY " " OFFSETa 34 RAINBOW TRAIL N - - ... . �.- QUBENSBURY, NEW YORK 12804 ' - 11MEIII (518) 745-1762 -� DAMP PROOF TO GRADE ELEVATION - NORTH ARCHITECTURAL ELEVATION - EAST ARCHITECTURAL _ #4 REBAR ® 48" O.G. SCALE: y4"=1'-O" SCALE: )41'*'-0" IR=1=1I. =MllROYB ADOMON a DRAWN DY.• DWA CALS. AS NOTIrD DATE: U , DWG. Flla: MEE - �. �..- m 8"xlb" CONCRETE FOOTING ARCHITECTURAL ELEVATIO14S - W/(2) #5 REBAR CONTINUOUS TAM SECTION & WDOW SCMMULB .� COMPACTED GLEAN FILL SHEET 1 OF 2 Qlgil�j 14=_ WHEN THIS ITEM IS STAMPED BY A LICENSED PROFESSIONAL Z ENGINEER, IT IS A VIOLATION OF THE O SECTION NEW 7209 FOR YORK TANY PERSON E EDUCATION LAW TITLE VIII ARTICLE 145 DIRE SS E IS DIRECTION AU NDER E LICENSED o TYPICAL WALL SECTION ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SE OF AN ENGINEER IS ALTERED, THE 50ALE: 3/4"=1'-O" ALTERING ENGINEER SHALL COMPLY �\ WITH NEW YORK STATE EDUCATION LAMS. NOTES f. DO NOT SCALE DRAWING. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER OF ANY DISCREPANCIES. 3. OWNER & CONTRACTOR SHALL CONSULT APPLICABLE BUILDING CODES TO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALL REQUIREMENTS. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION N1101 (ENERGY EFFICIENCY) OF THE NEW YORK STATE CODE 5. ALL PLUMBING FIXTURES, DRAINS, APPURTENANCES AND APPLIANCES USED TO SERVICE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM OF THE BUILDING OR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK STATE PLUMBING CODE. 6. EVERY PLUMBING FIXTURE, DEVICE OR APPLIANCE REQUIRING OR USING HATER FOR ITS PROPER OPERATION SHALL BE DIRECTLY OR INDIRECTLY CONNECTED TO THE RATER SUPPLY SYSTEM IN ACCORDANCE WITH THE NEW YORK STATE PLUMBING CODE. 7. ALL ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE NEW YORK STATE ELECTRICAL CODE. 8. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH I OF 4000 PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4" FOR CONCRETE SLABS AND 60/10/10 PEW YORK STATE APPROVED yG16 R TRUSS 24"OG. 2" FOR RAMP. R-9D BAIT INSULATION VWAPOR BARRIER 9. ALL REINFORCING STEEL SHALL CONFORM WITH ASTM A PROPER VENT 12 -615 GRADE 60.f0. FINISH ON INTERIOR CONCRETE SLABS SHALL BE A STEEL TROWEL FINISH. FINISH ON EXTERIOR + " SOFFIT , SLABS SHALL BE A BROOM FINISH. 11. NOTIFY THE ENGINEER IF ANY FILL OR NON-NATIVE I OR HELL-DRAINED MATERIAL IS ENCOUNTERED AT 2 1/2 SUB GRADE ELEVATIONS 12. BACK FILL EXCAVATIONS AS SOON AS POSSIBLE. 12 I COMPACT CLEAN SOIL TO NOT LESS THAN 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 13. CRUSH STONE SHALL BE #2 FREE OF ANY FINES. 14. BEGINNING IMMEDIATELY AFTER PLACEMENT, PROTECT 2xb FACIA CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES AND MECHANICAL DISTURBANCES. 15. ALL STEEL SHALL CONFORM TO ASTM A-36 16. DESIGN LOADS: _ TW2442 fat FLOOR: 40 PSF LIVE 1 1 I I TW2442 10 PSF DEAD 2nd FLOOR: 30 PSF LIVE f0 PSF DEAD SNOW LOADS: 60 PSF LIVE 85 PSF LIVE (GROUND ESNOW LOADINGD PER ASCE ) R-2I BATT INSULATION NV 2xIO FLR JST.• 16'O.G. 2xb STUD WALL a 16'O.G. F M2 10 PSF DEAD RI VAPOR BARER Y'V X-BRAGIN&*MID-SPANS ��T 92 S/b) 5P BIND SPEED: 90 MPH 5/4"T#G ADVANTEC.H SHEATHING 17. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENS TOP OF SUB-FLOOR AIR LEAKAGEIN THE DING ENVELOP MUST BE SEALED. ARE SOURCES OF TOP OF SUB-FLOOR _ 18. LOT SHALL BE GRADED SO AS TO DRAIN SURFACE R-SO GATT INSULATION I FWATER AWAY ROM FOUNDATION A ON HALL SHALL FALL A MINIMUM OF :`+I R-21 BATi Rl°A�ATION YWMOR 8'THMC 6" WITHIN THE FIRST 10 FEET OF RUN. !, 2'THK. R SLAB r- I FOUNDATION WALL YV/ .;IY 6 MIL POLY VAPOPO BA R BARRIER 1 1; ONE �' �. GLEAN COMPACTED FILL ME I F r ,. + b'xlb'THK.CONCRETE FOOTING W/(2)M'3 REBAR CONT " EXISTING b" FOUNDATION WALL .. TYPICAL CROSS - SECTION SHERLOCK BUILDERS DRILL HOLE INTO EXISTING CONCRETE �. 29 Lafayette Street FOUNDATION WALL 4" DP. EPDXY IN - . SCALE: y4"=I'-O" Y #4 REBAR ROD 2' O.G. Hudson Falls,New York 12839 (518)747-7327 e < r � SARATOGA z NEW 8" THK. FOUNDATION W ENGINEE RING & DESIGN ALL Douglas W.Adams,P.E. 74 Rolling Hills Drive Gansevoort,New York 12831 (518)587-2518 email: saratogaengndesign@nycap.rr.com FOUNDATION BALL CONNECTION DETAIL Ra>�SI°N E)Q V*E'PK POURED GONGRETE EXISTING E119B�w UNR am%kT NBN S��TOR TO REMOVE EXISTING No. DATA RgfYIRKS ao SCALE: 3/4' =I'-O" FOUNDATION 2OU RM Mom MT No INSTALL SEE DETAL I(TYP.Ell SIDE) -5 R EXISTING DH NUNDOW UNIT + " ai I .-� ---------------- +_ 4.4 '4-4 ('3)I 5/4'x1l I/4'I-41E MIGROL LAM LV1 HEADER U 2'THK.OONCRETE SLAB ' to ►O TA2442 TW2442 U _ ,_ �, _ �G BOOM = _ _ CATHEDRAL �U E_ - CARPET 1 f� i p­ + + W y 2x12 FLR.JST. ; • Ib'O.G.ABOVE ; MIKE & DUNE TRACKEY Q I TW2442 TW2442 34 RAINBOW TRAM QUEENSBUBY, Nff YORK 12804 M)2x12 HEADER Y'V I/2'PLYWOOD FILLERS � (518) 745-1762 --------------------- --------------------------- 7-1 cn t� 11 6" FROST HAL ROME ADDITION Wall FROST K&_L V-bill V DRAWN BY.• DWA CALF: AS NOTED DATE: i " U _ '— " DIIG. FILE: O + 11 PLANS, DETAILS, & SECTIONS n.o FOUNDATION PLANPLAN:_ FLOOR 203 SQ . FT. SHEET 2 OF 2 Q SCALE: y4 =I -O SCALE: y4 i'-O° WHEN THIS ITEM IS STAMPED BY 'b A LICENSED PROFESSIONALENGIN \ _ THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145N OF U O SECTION 7209 FOR ANY PERSON '1 UNLESS HE IS UNDER THE L DIRECTION OF A LICENSED WAY. IF AN ITEM BEARING THE SEAL ENGINEER TO ALTER AN ITEM IN A OF AN ENGINEER IS ALTERED, THE `\ ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LA AS.