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2008-409 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 4E Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080409 Date Issued: Tuesday, July 07, 2009 This is to certify that work requested to be done as shown by Permit Number P20080409 has been cornpleted. Location: 5 JACQUELINE Dr Tax Map Number. 523400-295-006-0001-028-000-0000 Owner. DEXTER JENKINS Applicant: DEXTER JENKINS This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the �� " owner of the responsibility for compliance with Site Plan property P tY P � , �b. Variance, or other issues and conditions as a result of approvals by the Director of Building& de E on ement 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: P20080409 Application Number. A20080409 Tax Map No: 523400-295-006-0001-028-000-0000 Permission is hereby granted to: DEXTER JENKINS For property located at: 5 JACQUELINE Dr 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: DEXTER JENKINS ROBIN ROSE-JENKINS Residential Addition $20,000.00 5 JACQUELINE Dr Total value $20,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-409 186 SQ FT RESIDENTIAL ADDITION $75.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,August 14, 2009 (If a longer period is required,an application!9ran extension must be made to the code Enforcement Officer of the Town of Queensbury befytg the expiration date, Dated at th To o grnsbpry;� rsday, August 14, 2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement �- r------------------------------------ PROJECT NAME: 1!5 JAC tC ,.j OFFICE USE ONLY STAFF INITIALS: ; BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: - MULTIPLE DWELLING or COMMERCIAL PROJECTS 1. ` Building Permit Application Completed? YES NO N /A [2. Energy Form or Checkmate Energy Code Compliance i I Forms Complete? (2-copies)_ i 3 Energy Code Inspector's Report from Checkmate Program? (2-copies) 4. Septic application completely filled out. _ (if applicable) 5. Electrical Inspection Form complete? , 6. Two (2) sets of the plans each of the following: YES ` NO N /A a. Floor plans (s)? 1 b. Foundation plan? 1 c. Cross sections (s)? i d. Elevations? e. Design loads including floor, snow load, and wind— load? ! f. Seismic design (required after January 2003)? g. Plans signed and sealed by registered architect or engineer? . ._....... __.... h. Window and door schedule? Two (2) site plans showing location of the structure to be built, location of well or water lines, location of septic 7' system or sewer line with all setbacks and separation j distances shown, and all improvements to the pro�ert�r? 8. ' Solid Fuel Burning or Gas Appliance Form (if applicable)? 9. 1 Driveway Permit Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 S ��C OFFICE USE ONLY PROJECT NAME: q U-e c-;--jE DIL' . , STAFF INITIALS: ; BUILDING PERMIT SUBMISSION DATE: ; CHECKLIST FOR: ' SINGLE FAMILY DWELLING 1. Building Permit Application Completed? YES NO N /A �_-- Energy Form or CheckMate Energy Code Compliance- �Y _._..__..._.._----------..._......._... ._._._..____.---------- 1 2. Forms Complete? (2-copies) -._._.....-_ .-..._._._.__ ._...._--- ._.....__...._........-.__---._...__..__.._,._..__.__..._.__..._.__....._..........................._..........._._.._.-.._._....-........ __......__..._...._...__...... ----.._----.__..t 3 Energy Code Inspector's Report from Checkmate _._...._ --! Pr.ogramp (2-copies)---------_ ................ _.. . Septic application completely filled out? 4'-- (if applicable) ---_ — ___.... ................. 5. Electrical Inspection Form complete? 6. ; Two (2) sets of the plans each of the following: YES NO N /A 3 a. Floor plans (s)? I b. Foundation plan? ______......_.._._...-._-_._.___.....__._..............--------.____...._._._.__.__...._..__._.........._. _..___.__..- c. Cross sections (s)? I--- ................._._.___._.............__.._........................._._..____.._........__..._ 3 = d. Elevations? . .. ........_.._.H._._................_...-.._..-.-._d.._..._-----.-..------ ....._._. e. Window and door schedule? I _.........._.............____._____...._..__._.__....._._........._._................... ._.. f. Natural Light, Ventilation and Emergency Egress Requirements? g. Plans signed and sealed by registered architect or ! ! engineer? Two (2) site plans showing location of the structure to be 7. 1 built, location of well or water lines, location of septic system or sewer line? ; ._ _._...._.-...._...._...._.... ...__._..._...___....__..:.____.—__....._. 8. Setbacks from property lines to new structure? 8 Setbacks to neighboring wells and septic systems, including onsite well and septic systems (if applicable)? _._. __._._... .__.__._....._.........-._.._ __._....__._....____ ------- - - -- ._...._.._...__. .... 9. Driveway Permit? Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 B 12-LTR I1-05 FF IE USE ONLY _. ..._0 .. _. .;. . .�l.� L : . p TAX MAP NO. PERMIT NO. ( � I 1 / FEES: PERMIT RECREATION ENGINEERING ; (If applicable) } /.......................................................................... 0 0_ ._ 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: (1ERRO,j -94AdezS OWNER: bex4rf- +- Fogg jEr,lJca'JS ADDRESS: 75 AU61 U.,J bt. ADDRESS: PHONE NOS, 3 64- b 33 1 PHONE NOS. 7 0- kaS:a CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: STE,Jc"l C'F"(J 4/ HONE: ` t l- LOCATION OF PROPERTY: I._c J+L,4,116 6-s,44-cs d Ff Wes-r A44. i2Q SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p o O APPLY TO YOUR ZO F- LL p O PROJECT O - O 1- W .� a = _ W _ju- emu- Q OU W 0 e-; z C) H O }-= W LU Z Q Q (n N fA O u_ I- LL 0. 2 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 COMM ERCIAL OR INDUSTRIAL- NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST:4to?0 j 0 O O FUEL TYPE: HEAT TYPE: ��a `t5 14r,(-- *HOW MANY FIREPLACE(S): AND I OR WOODSTOVES(S): rj lq- ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? �y a IS THIS A HISTORIC SITE? AJ6 PROPOSED USE OF BUILDING OR ADDITION: MUD k00 M *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 1 t-05 'f Town of Queensbury • Community Development Office 1 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? 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. 1 have read and a re to above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoninq 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 This application / proposed action described 00 : ; herein is found to be in accordance with the Applicant to erect or alter the building described herein in accordance with said zoning Laws of the Town of Queensbury. Application: 01 1 I ' I 1 UIL G & CODES A AL ZONING APPROVAL 01 .0 01 D T ; DATE 01 O _-$ QUESTIONS? CALL 761.8256 OR EMAIL codesAm ueensbu ry.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: � CO Construction Classification: Assembly Occupancy Limit: Special Conditions: ;'"`'` Town of Queensbury ■ Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential nspection Office No. (518) 761-8256 Arrive: �t a pert: a- a Date Inspection request received: inspector's Initia s: / C� NAME: '� PE IT#: ® D _"O LOCATION: J E D — 0 1 TYPE OF STRUCTURE: _ Comments: Y A 4' Building Number Address visible from road Chimne 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 �e fk_ iRQ Guards at stairs decks ratios 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/Handicapp2d Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off a sed/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, l N.ft.-I s .ft.vents Bathroom 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 fine 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 Tra Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A'Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Gara a fire roofin I%hour fire door/door closer Duct work Seated properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer De . Inspection Sticker Site Plan /Variance required Flood Plain Certification if required Okay to issue C I C or C 10 Tem ra ermanen L:\Buildfng&Codes Forms\Building&Codes\lnspectioon FormsWesidential Final Inspection Forrn_revis0 100405.doc;Revised January 7,2008;Revised 6/26/08 Queensbury Building & Code Enforcement - Residential Final Inspection`s oti Office No. (518) 761-8256 Arrive: Mq Pm epa r a PmDate Inspection requestt receiived: InspectNAME: c��� i'i.�� RMiT#: ©� LOCATION: �1. U A C(�EEi i iJ E. 7 DATE: TYPE OF STRUCTURE: R E'> - la V� Comments: Yes No WA 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 deckspatios 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 oo Grade away from foundation 6 inches with 10 feet _ 6 inch clearance to sill plate Gas Valve shut-off ex sed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stainyells 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, fi sq.ft.-150 s .ft.vents Bathroom 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"G sum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%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 Bonding As Built Septic System/Sewer Dept. Inspecton Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Form—revised 100405.doc;Revised January 7,2008; Revised 6/26/08 Queensbury Building & Code Enforcement - Residential Fin n ection Office No. (518)761-8256 Arrive: U2,lbam a Date Inspection request received: Inspector's Initials: NAME: P IT#: — LOCATION: :C E: -- TYPE OF STRUCTURE: 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 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 race Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more IFHandrail Termination at Newell Post or Wall VY I'— Interior/Exterior Railings 34 inches to 38 inches V I Deck Brawn /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: 'T-p V EC�L Outside every bedroom area: p 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 Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emeraency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to fumace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodk Underside minimum'A'Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Loge in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc fault Breaker in Bedrooms 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 10 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 2 G� �Rou h Plumbin / Insulation --n s ction Report � Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � NAME: l PERMIT #: LOCATION: `, l , 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/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 50 P.S.1 f 15 minutes Insulation Residential Check/Commercial Check Tyvek Similar Exterior Sealant ff ro er 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p part:am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �c PERMIT#: fr ' LOCATION: CtCr / INSPECT ON: -- ' TYPE OF STRUCTURE: r 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/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 nsula ion esidential Check/Commercial Check Tyvek or Si lar Exterior Sealant lZaipeL-Verft, 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 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/pm Depart:�mlpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ' r Ls. PERMIT#: LOCATION: c •� i t� INSPECT ON: - E TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing -AWaAq9gss,,2Z 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 naos each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 fit. 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 Ceifinglwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuilditg&Codes Forms-01-13113uilding&CodesMnspec Lion Form'Framing Firestopping inspection ReporLdoc Revised January 7,2008 Framing / Firestopping Inspection Repo Office No. (518) 761-8256 Date Inspection Queensbury Building &Code Enforcement Arrive: : > a w a pm 742 Bay Road, Queensbury, NY 12804 Inspecto s Initial NAME: ti 1 I S RMIT# LOCATION: r- NSPECT ON: TYPE OF STRUCTURE: Framing Y N WA COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12°O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing - Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses AfiEh6?'Wft\6 ft. or less on center Ice and water s ield 24 inches from wall Fire se . n 1, 2, 3 hoar Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fortes-OLD Mcling&CodesNnspection FomisTraming Firestopping Inspection Report.doc Revised January 7,2008 tj Lit/ V Aj J J.i1 'I J" - L=44.56' S85' 14 20"E R=�99.05 55.81' D P, HOUSE 3 g . . 1 33 ' 1 oo :t ed tzm 0 a 11'r0" 0 i z 32 20,073 sq ft 0.46 acres 100.00' N85`41'20"W LANDS N/F OF GUEDO PASSMELLT. .. �P,��pF NEM►y•. •f f • Sn"ev made for s i } 1 Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: 5 JAQUELINE DRIVE, QBY Report Date:07/15/08 Data filename:C:\Documents and Settings\VISION Engineering\My Documents\VISION ENGINEERING\Projects\Projects 2008\Plans\Cerrone\Cerrone Leland Estates 2\leland2.rck Energy Code: New York State Energy Conservation Construction Code Location: Warren County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: • • Assembly • • ®• Ceiling 1: Flat Ceiling or Scissor Truss: 200 38.0 0.0 6 Wall 1:Wood Frame, 16"o.c.: 420 19.0 0.0 20 Window 1:Vinyl Frame:Double Pane with Low-E: 48 0.380 18 Door 1:Solid: 18 0.140 3 Door 2:Glass: 18 0.380 7 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space: 200 30.0 0.0 7 Furnace 1:Forced Hot Air:92 AFUE 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 Constructi n Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that tot be f his/her knowledge,belief,and professional judgmen such plans or specifications are in compliance with this ode. vL Builder/Desi ner Company Name Date o r ,��. t 5 JAQUELINE DRIVE,QBY Page 1 of 4 v REScheck Software Version 3.7.3 Nil Inspection Checklist Date:07/15/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.140 Comments: ❑ Door 2:Glass,U-factor:0.380 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:92 AFUE 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 must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-11. ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-6. ❑ Supply ducts in unconditioned spaces must be insulated to R-11. 5 JAQUELINE DRIVE,QBY Page 2 of 4 2 r ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. . Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters are required for each dwelling unit.' Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with 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: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. 5 JAQUELINE DRIVE,QBY Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 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 Rangeff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) 5 JAQUELINE DRIVE,QBY Page 4 of 4 Community Development Office Y nzun of Queenshuri/ • 742 Bay.Road • Queensbury, New York •12804 V 0 0 WINDOW SCHEDULE ' JOB SITE/ADDRESS: # 3AG v-EL, ;, a hp-. DATE: 7 23 — 08 OWNER: DEx-rER- ROV-4 UE),Jk-;,iS APPLICATION NO.: WINDOW- UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING WIDTHS IN INSTRUCTIONS ON PLAN SIZE INCHES INCHES p, Moog+ V;fi J 305a table- 3'-2'' 6 -5" 6-la 2 8 MoDe,eA 11�,�r.) 3osa2-a 5.+f4 b -N s'_ 11 .9g 2y,9F+a 65" S9YZ j B 26-LTR I 1-05 +.__... -.__- Community Development Office rr , 0 �. - o"ra of�7rreerrshury • 7�2 Brio Road �ucerlsbury, New •"12804 BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT VENTILATION AND EMERGENCY EGRESS REQUIREMENTS REWIRED ACTUAL LIGHT REQUIRED SQUARE FOOT AREA OF ROOM IN LIGHT VENTILATION HABITABLE ROOM SQUARE FEET 8%OF ROOM SQUARE VENTILATION-4% SQUARE OPENING FOR REMARKS AREA FOOTAGE OF ROOM AREA FOOTAGE EGRESS Fr Igb Ff 359� AID �g�s u1 �.►�v�ls e�N•pjy ,a �7`�.7 6.© r-+ Riss 2� QUESTIONS 7 CALL 761-8256 OR EMAIL codes(azoueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.auensbury.net B 10-LTR 11-20 EXIST. GARAGE WALL 8 DUNE 2004 FLAT ROOF— 5/4" X4" T&G SLOPED POTENTIAL 1/4" PER FT AWAY FROM HOUSE A o_ FUTURE RUB RFING MEMBRANE 2 DECK 3/4" PLY W/ ROOFING FELT 19'-2" 2X12 RIM JOIST 2 X 12 FLR JOISTS 16" 0.C. z 2) 2X10 P.T. SILL W/ 1/2 x 10 A.B. 0 6 O.C. m % (� 0 SET WITHIN 12" CORNER (typ) THRU 2" WASHERS, 4'-8-" EXISTING GARAGE WALL z �-- BOLT SET 7 min. INTO CMU. SEAL SILL. 2 LLJ 7'-10" 7'-81 LOPE GRADE FROM FDN. MIN 6" WI1.1IN 10' 0 JOIST HANGERS BOLTED TO 2x12 NA:! ER NEW \ 0 (n \\\ o BSMT 4 1 „ Q 00 �� 10 -5- p 1 RIGID INSUL. i N Z �. Id 0 c- >- a 0" CMU WALL W/#3 REBAR, VERT. •- d WATERPROOFING ON EXT. OF WALL z O ^ w - , ' r`":' :tn v� '' ° x. :?�`Fb.t�'.Ak?.;." ;: , ,3p*,�k� n''1"",�+i•,-d'�i`yth ret — arlC/�I/I�I (� Q! 41'I -0 19" X 8" CONT. CONC. FTG. W/2 #4 REBAR CONT. H 1�.'v.� v` L.� v v i LAN ! V) (OFF-CTR PLACEMENT IS AS-BUILT COND.) - c SCALE: 1/4 1'- 0 4_j N \/\/ //\// , \ 4 SLAB W/ WWMrA L i C) 0 0 2 6 mil. POLY VAPOR BARRIER 117 g" A SECTION 4"-6" min. GRAVEL BED o +J — Z 2 SCALE: 1 2" 1 - 0= UNDISTURBED EARTH OR COMPACT TO 95 PROCTOR 4'-0" EXISTING GARAGE WALL i- EXISTING FDN WALL FTG IS AS-BUILT SITUATION— `., HOLD FDN DOWN TO ALLOW U -n AMU WALL ADJUSTED TO FOR ;- 4" CONC. SLAB TO BE 90' ANGLE TO EXISTING WALL POURED OVER i •� 0• , 1 —7 FTG 12,-1 „ 12 -84 WIDTH FTG DIM. O o 1" NOSING 3'-6 Or ' \\ \ OVERLAPPED \\ i l ; \\\\\ BLOCK OUT FOR SIDES OF STEPS CONTAINED ; ; WINDOW (24" DOWN m >, WITH LANDSCAPING BLOCK WALLS ROM T.O. WALL) cod 12„ 3'—4„ ♦\ ,, , RUN o -WtLj \\ --------------- -------------------- -----J n , „ f 3 3 \Vf i i iii i i L Q e- 14 X4 X2 SLATE PAVER d 8" RISE 10 —51 —71:6 '\\ - ----------------- ----------- -------- ------------ a ,-1 1 „ 2,_8„,-5, 03„ , li 4 4 11 10 3'-8„ COMPACTED ROCK BASE '- 12'-313" FTG DIM. Is LANDSCAPING BLOCK 18 X12 X6 - 16 18'-6" OVERALL WIDT E- N B LANDSCAPING STAIR SECTION FOUNDATION PLAN w 4 3 SCALE: 1/2" = 1'- 0" SCALE: 1/4" = 1'- 0" FILE COPY = a U) N GORE REQUIRED 3 4 M FIRE RATED WALL A55BNbLY IF SITE REQUIRES MORE O FIELD VERIFY GYPSUM WALL THAN ONE TREAD TO NOTE: PO NOT REMOVE STUD BOARD ON GARAGE GEILINCV 5,q15, INSTALL LANDING, COLUMNS BELOW EXIST. POINT AND ALL- WALLS TREATED STAIR, CVFPS, LOAPS FROM ABOVE (FIELP VERIFY) ANP HANDRAIL PER GORE. EXISTING KITCHEN EXISTING GARAGE SEE NOTES 2 2XI0 HDR IN EXISTING � � ■ WAIL - TEMPORARILY 2$ SELF-CLOSING 3/4 HR. STEPS SHORE AS REQ'D. CASED OPENING FIRE RATEP DOOR ASSENOLY o IN EXISTING WALL W/ 2$ EXISTING 2-STORY HOUSE a U 2-2X5 HDR. ABOVE 2 EXISTING WINDOW TO 15E °C N �" REMOVED AND FILLEP IN W/ " SMOKE 2X6 FRAMING, INSULATION, AND � FINISHES TO MATCH EXISTING d` ® 15F- w � � o h 1/2' TYPE 'X" GYPSUM ON N INTERIOR WALL COMMON �b WITH GARAGE (TYPICAL_) +i S Sf 12 -5t:j2 ,a; o \ m� REMOVE EXT. WALL SHPATIHINGcm s ANP INSTALL FIRRINGs, INSU..ATION, - y ?S AND VAPOR BARRIER - SEE v = a SECTION FOR MORE INFO. BF. o � o $ 2 rr= i ! FRFINGIH I I i u ��•c4J� ,w � � ■ O I NOTE: I�r lCQ I p� LANPW IF SITE REQUIRES MORE I w THAN ONE TRFAV TO �; E 111E GRADE, INSTALL LANDING, ILLJ E"+ TREATED STAIR, GUoWPS, IT 1-5 THE __ AND HANDRAIL PER GORE. o PAO �ON61151LITYTO FIELD VERIFYTORS DES ALL EXISTING DIMENSIONS AND (FIELD VERIFY) (FIELD VER" ELEVATIONS PRIOR TO STARTING NOTE: USE PRE—GUT IS'-6"f WORK. NOTIFY OWNER AND ENGINEER 5TLPS FOR FIRST FLOOR . OF ANY DISCREPANCIES (FIELD VERIFY) CEILING HT 6-1 1/6' ALL FEDERAL, STATE, AND LOCAL CODES AND PLANREGULATIONS SHALL BE CONSIDERED TO BE PART �IR��jj`�T �OOR OF HE BUILDING DETAILS AND SPECIFICATIONS TOTAL LIVING SPACE= SF. � VATICIi V HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION SIDE VATI /x �% CONTAINED ON THESE PLANS EXIST, THE MORE SHALL APPLY UNLE PLAN NOTES d/ I/� -1 d' SHOIWN, DESCRIBED, OR IMPL ED ISHA VIOLATIONION I. ALL EXTERIOR WALLS ARE 2X(o, UNLESS NOiEP OTbMWI5E OF HE CODE, IN WHICH CASE THE CODE OR 2. ALL INTERIOR WALLS ARE 2X4, UNLESS NOW OIlf32W151=. REGULATION SHALL TAKE PREFERENCE OVER PLANS. 3. ALL INTERIOR DOORS SHALL 15E PRE-HUNG 6-PAI5_ POOR5, UNLESS OTHERwISE PIRE(,T-ED BY OWNER. M5ZFY W/ OM4M DIG SAFELY NEW YORK IG 4. WALL DIMENSIONS IW16ATEP ARE TO FACE OF STUD, - WAIT L HE BEFORE EQUIREDDTIME UNLESS NOTED OTHERWISE. - CONFIRM UTILITY RESPONSE 5. TYPICAL WAIL HEADERS SHALL BE BUILT (2) 2XI0, UNLESS - RESPECT THE MARKERS NOTED OTHERWISE - DIG WITH CARE 6- ALL HEADERS GREATER THAN 5— SHALL BE $ULT-UP 3 ZXIO, SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-500-962-7962 BEFORE YOU DIG. MY55 NOTED OTHERWISE. VISIT www.digsafelynewyork.com FOR ADDITIONAL 7. INSTALL HEADERS AT NON-LOAD BEARING WALL LOCATIONS INFORMATION. WITH MINIMUM 1 1/2 INCHES MARINO. S. INSTALL HEADERS >5'-d' AT LOAD $FARING WALLS OR PNT LOADS IT IS A VIOLATION OF SECTION 72M SUBDIVISION WITH MINFAUM 3 INCHES W-AZIN15. CONTRACTOR TO EXfEW I 2 OE THE EPNEW WORK STATE ACTING EDUCATION L WHE 9. INSTALL WATER CLOSETS, LAVATORIES, AND St10 .S WITH EXISTING FOR ANY NOOK ROOF AS ENGINEER, TO ALTER THIS DOCUMENT UNDER ANY CLEARANCES AS INDICATED IN TAME ON DRAWN6 #Z. REQUIRED AND BLEND WITH DIRECTION OF A LICENSED PROFESSIONAL POCKET HIP 10. EACH 15ATHROOM EXHAUST FAN MUST ICE \e4r D DIRECTLY ADDITION ROOF. FIELD VERIFY I WAY. IF AN ITEM BEARING HE SEAL OF AN TO THE EXTERIOR. BEAM INTO EXISTNID I ENGINEER IS ALTERED, HE ALTERING ENGINEER EXTERIOR WALL SHALL AFFIX TO HE ITEM HIS SEAL AND THE II- WHERE FLR JOISTS ARE AR/V1EL WITH EXTERIOR BEARING WALLS, NOTATION "ALTERED BY" FOLLOWED BY HIS INSTALL. SOUP BLOCKING AT' 2 !' O.G. INTERVALS ALONG WALL SIGNATURE, THE DATE OF SUCH ALTERATION, IN FIRST BAY APJAGFJdT TO RIM JOIST. SEE SECTIONS FOR INFO. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ — _ — _ _ _ _ — _ _ J AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 12. MIN. TV Oa' ATTIC A6,6E55 SHALL 15E PROVIDED IN CEILING OF ADDITION OR GABLE END WALL - GOORD. 1_06ATION W/OWNER Fil- p ('op I I I I ENGINEERED PLANS CONTAIN ENOUGH DETAILED INFORMATION TO CONSTRUCT A RESIDENTIAL LIGHT 1 1 i I I CONFORMANCE SINGLE DWELLING FAMILY GENERAL ORMANCEWI H STATE AND LOCAL BUILDING 5f.1'L ASPHALT SHINGL..ES CODES. PLANS TYPICALLY INCLUDE BUILDING J I I TO MATCH EXISTNG ELEVATIONS, FLOOR PLANS WITH STRUCTURAL / COMPONENTS, FOUNDATION PLAN AND DETAILS, AND / I N BUILDING SECTIONS. ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS ARE NOT PART OF THESE PLANS AND SPECIFICATIONS AND IT'S RECOMMENDED THAT THESE ITEMS BE INLCUDED IN YOUR BUILDING \\ \ CONTRACT. YOU FOR EACH ITEM TO VERIFY UOULD H CONSULT FY T E THESE ICE MD WATER SHIED PROF COMPONENTS ARE DESIGNED AND INSTALLED EXTFTD MIN. 2-6e BEYOND ACCORDING TO HE APPLICABLE CODES AND \� WEAPE WALL. LINE (TYPICAL) REGULATIONS. 2-2XI2 HIP ENGINEERS STAMP: - - - - - - - NOTICE , - KRAFT PAPER INSULATION MUST BE IF THE ANDS ON TH S D VNN ARE NOT IN BLUE COVERED BY NON-COMBUSTIBLE BARRIER COPY 0 DIRE �� QDOCTH EUME Tui ILLEGAL IY BE �COCUMENTS NOT CO. G ND RE SHOULD NOT BE USED U ING� R CONSTRUCTION. DOOR {p� A �079 � �i' NOTICE ROFESS DEsIE�NATiON MAN-F./MODEL # ROUGr-I OPENING (WxH) 6LA55/VISIBLE LI6tiT CLEAR OF'NC�/VENf AREA REMARKS FRENCH F � r r r -- D FOAM INSULATION MUST BE COVERT PLAN i lD DD BD r2 rDD r-fi PLAN A 15 MINUTE THERMAL BRR{I�� #� NA REVISIONS 2 rDD rDD rBD FT-1 rDD FT2 TFIRE POOR 3 I. CONTRACTOR SHALL VERIFY ALL POOR SPECIFICATIONS, ROUrbi't 01;'ENIW75, MD AVAILABILITY WITH MANUFACTURER PRIOR TO CONSTRUCTION. ROOF NOTES: 2 2. DOORS NOT SPECIFIED SHALL BE COORDINATED WITH OWNER PRIOR TO CONSTRUCTION. I. ROOF UNPERLAYMENT: UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, I PARALLEL TO ANP STARTING FROM THE SAVE AND LAPPED MINIMLIN 2 WC-ES, FASTENED SUFFICIENTLY TO HaD IN RAGE. ENP LAPS SHALL BE OFFSET 15Y SCALE: AS NOTED ,' AT LEAST FEET. , ;3 ,.:NT 2. ICE PROTECTION: AN ICE BARRIER CANSISTING OF SELF—API-IERING POLYMER TCk; pr uoc, M691FIEP BITUMEN SHEET, SHALL BE USED IN PLACE OF UNPERLAYMENT AND fused on o„ i l R ` DATE: 2007 WINwl l�/71A/ C,/ EXTEND FROM THE EAVE'S EPGE TO A POINT AT LAST 2.4 INCHES INSIDE THE ,, ,R¢ o,, ,,r el°all POW V�Y -mac/ EXTERIOR WALL LINE OF THE BOIL PIWv. �"'"I�'c DESIGNATION MODEL # ROUC�It OPPJNING xH GLASS ISIBLE LK�FiT GLPJLR OPINE T REMARKS 3. BASE AND GAP FLASHING SHALL BE INSTALLED IN A6CORPANC= WITH THE nct be � ` ?� a' Inu' `. the DRAWN BY: VISION t1N ) /V /VEN AREA ARK MANUFACTURERS INSTALLATION INSTRUCTIONS. BASE MD GAP FIASHIN6 SHALL plans and s,ecl,cat 1 are I7 lull BE OF CORROSION RESISTANT METAL MINIMUM O.OI9--INCH THICKNESS. comYli21��¢ 'the �' "' eSOI PROJECT: 4. VALLEYS: CLOSED VALLEYS (COVERED WITH SHM-ES) SHALL DE LW WITH New Yorx sate. AO O 3052 3'-2" X 5_5" 12.A5 FT2 5.99 FT2 DOUBLE HUNG ONE LAYER OF SELF-APHERING POLYMER MODIFIED W1hCN SHEET, THE VALLEY 5 JACQUELI NE DR. SHALL M AT LEAST *�,(vO 3052-2 VALLEY LININ6 6'-k" X 5�" 2-4.9 FT2 11.55 FT-1- TWIN DOUBLE HUNG LINIWv EXPOSED) SHALL BE NCHES LINED WITH I CORROSION RESISTS WIPE OI�ENVALLEYSAL MD SHALL M AT LEAST 2-4 INC HALL DE INCHES WIDE. COPPER LININGS S MINIMUM I L$ WT., ANP QUEENSBURY ALUMINUM SHALL BE MINIMUM OV2-4-INCH THICKNESS. 5. ALL VERTICAL 61PEWALLS SHALL 15E BASHED WITH METAL AND SHALL BE 15Y DRAWING TITLE I. ALL. WINDOWS SHALL BE MANLFACTUREP BY MODERN VIEW DOUBLE HUNG WITH LOW E. VERIFY FINISHES AND OPTIONAL FEATURES THE STEP-FINISHING METHOD. WITH OWNER PRIOR TO CONSTRUCTION. PROVIDE FULL HEIGHT SCREENS AT ALL OPERATING UNITS. 6. FOR SLOPES LESS THAN 5 VERT. IN 12 HORIZ INSTALL UNPERLAYMENT IN THE FLOOR PLAN 2. REFER TO DRAWING #2 FOR NATURAL LIGHT AND VENTILATION (,AC1ATIONS. FOLLOWING MANNER: APPLY A 19-INCH STRIP OF LNPERLAYMENT PARALLEL WITH ANP STARTING AT THE EAVES, THEN STARTWG AT THE EAVE APPLY ' 6-INCH WIDE ELEV., ROOF PLAN 3. INDICATES UNIT COMPLIES WITH 5.0 SQ. FT. EGRESS REQUIREMENTS FOR GRADE FLOOR OPENINGS. SHEETS, LAPPING SUIGCESSIVE SHEETS MINIMUM 19 INCHES. 4. INDICATES UNIT COMPLIES WITH 5.7 SQ. FT. EGRESS REQUIREMENTS FOR ALL OPENINGS. 5. CONTRACTOR SHALL VERIFY ALL WINDOW SPECIFICATIONS, ROUGH OPENINGS, AND AVAILABILITY WITH MANUFACTURER PRIOR To CONSTRUCTION. r DRAWING N O. 6. ALL WINDOWS ROUGH OPENINGS SHALL BE PLACED AT 6'-Id'f ABOVE SUbFHOOR. ALIGN W/EXISTING WINDOWS WHEN POSSIBLE. DWW. G 1 of 2 THESE PLANS SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN CONSENT BY VISION ENGINEERING, LLC COPYRIGHT®2007 by VISION Engineering, LLC, ALL RIGHTS RESERVED GENERAL NOTES Designed In accordance with 2007 Residential Building Code of New York State. COW (AMD UGH7M AW H9VMAMV ROOM NAME ROOM AREA REQ'D LT. (8X) TUAL LT. REQ'0 VENT. (4X) ACTUAL VENT. Do not scale Drawings. Contractor shall notify Engineer of any discrepancies in dimensions or AC elevations. L SUN ROOM 186 S.F. 14.88 S.F. *37.35 S.F. 7.44 S.F. *17.97 S.F. Do not change size or spacing of structural members. Contractor shall notify Engineer of * - INDICATES DOORS AND/OR SKYLIGHTS NOT INCLUDED IN TOTAL proposed deviations or substitutions from dimensions or materials shown on the Drawings and make only those deviations or substitutions accepted by Engineer. NATURAL LIGHT AND VENTILATION NOTES 1. All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent These Drawings do not include necessary components for construction safety. Contractor shall of the floor area of such rooms. Natural ventilation shall be through windows, doors, louvers, or other approved openings to the outside air. Such openings shall be provided with ready access be solely responsible for construction safety. or shall otherwise be readily controllable by the building occupants. The minimum openable Designed per New York State Energy Conservation Construction Code with amendments. area to the outdoors shall be 4 percent of the floor area being ventilated. All glazing installed in hazardous locations as defined in Section R308.4 of the 2002 Residential 2. Glazed areas need not be openable where the opening Is not required by Section R310 and an Code of New York State shall be provided with a manufacturers label, an approved mechanical ventilation system is provided capable of producing 0.35 air changes designating per hour in the room. is 64 type g safety glazing Pam• 3. For the purpose of determining light and ventilation requirements, any room shall be ~ V the a and thickness of lass and the safe lozin standard with which it cam considered as a portion of an adjoining room when at least one-half of the area of the common }; See Minimum Category Classification of Glazing Table for glazing requirements. wall as open and unobstructed and provides on opening of not less than one-tenth of the floor � Building shall be provided with heating facilities capable of maintaining a minimum room area of the interior room but not lass than 25 square feet. ., temperature of 4. Bathrooms, water closet comportments, and other similar rooms shall be provided with F of a point 3 feet above the floor and 2 feet from exterior walls aggregate glazing area In windows of not less than 3 square feet, one half of which must be in habitable rooms at the design temperature. openable. 1.4 q Toilet, both, and shower fixtures shall be spaced in accordance with the minimum 5. The glazed areas of bathrooms, water closet compartments, or similar rooms shall not be 1.4 °a � •� fixture clearances diagram on this drawing. required where artificial light and a mechanical ventilation system are provided. The minimum ^; ventilation rotes shall be 50 cfm for intermittent ventilation or 20 cfm for continuous ventilation. E5 I All smoke alarms required shall be interconnected. Alarms shall be connected to the primary CQ �� VERM�Y Ventilation air from the apace shall be exhausted directly to the outside. CX building power source and shall contain battery back-up. -H VVRVM AND WA1 L 6. For rooms which require artificial light provide a minimum of 6 footcandles over the area of All foam plastic or foam plastic cores of manufactured assemblies shall be covered ROM MN. b' the room at a height of 30 inches above the floor level. with minimum 1/2 Inch gypsum board which is mechanically fastened to support structure. T1iPIr.AL RAC GdNSTRIy,T'IaN EXKTN6 ZPD STORY T _ In all framed walls, floors, and roof/cefiings comprising elements of the building thermal a _ �� PAPER MATM M'TM� f envelope, a 4-mil poly vapor retarder shall be installed on the worm side of insulation. _ 1/� NLN APA R r SrEATHM � w - 2WRAiWM" OWOG. a. Fireblocking shall be Installed to cut off all concealed draft openings both vertical and _ c A1�D � AT Pl3�MVETER 4 � •aid . horizontal between building stories and the top floor and roof. Wall stud cavities shah have %4W V Nf S LP A �� fireblocking Installed at intervals not to exceed 10 feet. Botts or blankets of mineral or a Bull.. LW_ fiber Insulation or solid wood blocking shall be used for flreblocking. � ?,W► GELN6 J015T5 Attic access shall be provided to attic areas exceeds 30 square feet. Open shah be w minimum 22 Inches b 30 Inches and shall halve a minimum 30 Inch unobstructed D(15TN�6 TAN i'L.DYJR J015T5 AT I�' qG O I�' OL. RmTeR � �� �� TRUSS �Y headroom height. o c STAIR NOTES p,q R�6 PAATT MAr M I---� Stairway shall not be less than 36 inches wide In clear width at all points above the permitted NS�.ATION 11 Br handrail height and below the required headroom height. Handrolls shall not project more thon p" 4 1/2 inches on either side of the stairway and the minimum clear width of the staUrway at MR IOW 2X4 WA .L MP NSTAlL _ tiamAM WCH EXIST. and below the handrail height, including treads and landings, shall not be leas than 31 1/2 inches, R-M PATT NSMATION - ITYVM NLH APA WALL SFfATMN6 ALL FTDERAL, STATE, AND LOCAL cooEs Aso where the handrail in installed on one side and 27 inches where the handroNe are provided on - Im sh-M AT li W S OL. REGULATIONS OF THE BUILDING D AI CONSIDERED S EEID TO BE PART both sides. �_ - i NUTS f'IpERIN-A 5 PATT NW-ITION F DISCREPANCIES BETIIIEE THE CODES The maximum riser height shall be 8 114 Inches and the minimum tread shah be 9 inches. T AND REGULATIONS AND THE NORMATioN CONTAINED ON THESE PLANS EXIST. THE MORE - 4 ML PGLYBii'YLmE VAPOR bARRFR sTRINoINT a�LAu. APPLY UNLESS T>� Ii�OiiMA7tON g � 71h NEW ADDITION T — 1/1 NAt &YPSM WALL POMP DESCRIBED, OR IMPLIED IS A VIOLA7ION The minimum headroom in all parts of the stairway shall not be less thou 6'-8' measured vertk aW OR from the sloped plane adjoining the tread nosing or from the floor surface of the landing or plodb m. of aDDE. WHICH � THE OE REGULATION SHALL TAKE P�IL� OVER PLANS. Porches, balconies, or raised floor surfaces located more than 30 inches above the fbor or grade OU BERM YOU DQ below shall have guards not less than 36 inches In height. Open aides of stairs with a total rise MTOM PLATE _ Wff 7HE REQUIRED 7W of more than 30 Inches above the floor or grade below shall have guards not less than 34 Inches Tyr") RESPECr THE WOOS in height measured vertically from the nosing of the treads. PIRST IgAYJR ELEVATION - DIG WiTH c Required uards on open sides of stairways, raised floor surfaces, balconies, and proches shall have VERY *V � DIGQNG a Intermediate roils or ornamental closures that do not allow the passage of a sphere 4 Inches or mare +I EXI5TN6 u P�Z*" M.&%R SYSTEM DETERIORATEP Mewso a -Leta- MR ADDITIONAL in diameter. Handrolls shall be provided on at least one side of each stairway with two or more riser; F�br4he R� pATT' ansiPiir R IS A VIOLATION OF Sl7Cl'ION MOG SW9DNISION TION 2 OF THE NEW YOM STATE EDUCATION LAw FOR ANY PERSON, UNLESS ACTING UNDER THE i�elght, measured above the tread nosirgs, shall be not ksa than inches and rat dew � Inches. All required handrails shall be continuous the full Nrngtn of the stairs from o point drectly above the top riser of a flight to a point directly above the lowest riser of the flight. oI GWMOTION of A PROFESSIONAL IN ENGs1EER, TO ALTER THIS OOCUMEN� IN ANY ENGINEER IS AN Handrofls adjacent to a wall shall have a space of not less than 1 1/2 inch IN es between the Ill WAY E rtEALL REDBEARING THE SEAL of 7IAED, THE AL7T]iNili ENDER SHALL A" TO THE ITEM HIS SEAL AND THE SILBM7URE, 7HE DATE OF SUCH ALTERATION. and the handrail. �A ���� �� Enclosed accessible space beneath stairways shall have walls and under stair surface masnNFi CM on the enclosed side with a 1/2 inch gypsum covering. Exterior exit landingg�, stairs, decks, and similar exit facilftlss shall be positively anchored G1 f`A�DATION WIV_L to the primary building structure using hangers, log bolts, screws, or other fastening ENGtNEt�ED LE FA �� ENOUGH IN �� systems not subject to withdrawal. ��� ro CONSTRUCT A � Lxarr FRAMED SINGLE FAMILY DMIELLNiG Nr GENERAL CONFORMANCE WITH STATE AND LOCAL WLDING ys j CODES. PLANS TYPICALLY NrLXUDE BUILDING ELVA110NS, FLOOR PLANS WITH STRUCTURAL COMPONENTS. FOUNDATION PLAN AND DETAL% AND WOOD FRAMING NO BUILDING SECTIONS. ELECTRICAL. PLUMBING, AND MECHANICAL SYSTOIS ARE THESE Nailing not Indicated on Drawings shall be In accordance with Table R602.3 contained In the PU4NS AM SPECIFIc�aM ABM rrSS RPARr ECOMMENDED THAT THESE ITEMS BE INLCUM Nr YOUR BUILDING Residential BuildingCode of New York State. CONTRAPROFESCION YOUL. EACH I� TO VERIFY 1� OONTTtACT. YOU SHOULD CONSULT A LOCAL DESIGN install blocking In a continuous horizontal row at mid-height of Interior stud bearing walls. COMPONENTS AM DESIGNED AND INSTALLED ACCORDING TO THE APPUCA13LE CODES AND Use pressure-treated wood for oil timber elements exposed to weather or in contact with soil water, or concrete. ENGINEERS P: Install built-up stud columns at each end of all headers or booms. For ware parallel with heads, 0OF OF NEB columns shall be a minimum of 1 jack stud and 1 king stud, unless noted otherwise. At locations hWNPRAL *4P SVAFpr w R y y© where walls are perpendicular to headers. Install 1 king stud on each aide of header and jock studs PER NOTES below as required to match header width. EXTERIOR WALL IF THE ST SIG E€%°THIS DRAWI AR}NOT IN BLUE INK, THIS E C S "CT]ON DOCUMENTS GAL Joists exceeding nominal 2 by 12 shall be supported laterally with solid blocking or OR MDAWME M-46 M �4Xi DELKNE� COPY OR A D UPLi GIN iEl S. DOCUMENTS diagonal bridging at Intervals not exceeding 8 feet. rAa%A Mem WITH ``) WO NOT CONTAINI RIGI L S AND SIG dRE`SHOULD NOT BE //;: `" USED TO y LLT5 AT Z�' OG �^ �,Eli <„ '+vONSTRUCTION. Where joists, trusses, or rafters are spaced more than 16 inches on center or the bearing TQAATM J015T � PEE TREAT® studs do not align, such members shall bear within 5 Inches of the stud beneath unless J015T5 AT W WlES OL. `mac the top plate is supported or reinforced with a triple 2x6 header directly below. AIALRlal PROPERTIES W-THOLY MW ' PLAN : NA LA& P"TW l REVISIONS' Concrete: Footings, foundation walls, and interior slabs on grads sholl have a minimum TO 644A compressive strength f c at 28 days of 3000 psi. Exterior slobs on grade and garage slabs MAN6M AT `M RM MR SM 3 shall have a minimum compressive strength f c at 28 days of 3500 pal WONLEAU1 J015r (Y'Yp.� � 2 Concrete shall have a maximum water/cement ratio of 0.55, a maximum 5 inch slump, and r � � L LEA W Wi4LL WALL WALL _ L.�� DERMA +fir 1 shall have 5 to 7 percent entrained air (ASTM C 260) at exterior eVassd locations. LOCATION LIVE LOAD (PSF) AT THME- 'LY W W 0_ 010 -A I I) AT SCALE: AS NOTED 0L-PLY DPPPP�NA Reinforcing: Deformed bars; ASTX/ A 615, Grade 60. EXTERIOR BALCONIES 60 4' ' 4' 4' 'k - DATE: 2007 uc Wood Framing: No. 2 or better, Spruce-Pine-Fir (SPF). DECKS 40 LAvaTnR►Es DRAWN BY: vlsIoN Subflooring: APA Rated Sheathing, Exposure 1, Span Rating 48/24 (23/32' min. thickness) 15" MN. 15" MN. Roof Sheathing: APA Rated Sheaths Ex ATTICS WITHOUT STORAGE 10 W WALL WALL ATION WALL TREATEP g Sheathing, Exposure 1, Span Rating 32/16 (15132' min. thickness) 64AW PROJECT: Wall Sheathing: APA Rated Sheathing, Exposure 1, Span Rating 24/16 (9/16' min. thickness) ATTICS WITH STORAGE 20 C M 5 JACQUELINE DR. Concrete Block: ASTU C 90 with average net compressive strength of 1900 psi, normal weight ROOMS OTHER THAN SLEEPING ROOMS 40 = R O&V. POST LASE QUEENSBURY Brick: ASTM C 216, Type FIBS, Grade SW, with minimum average net area comp. strength 3000 psL SLEEPING ROOMS 30 MN. SONOMW, SEE DRAWING TITLE Mortar. ASTM C 270 or AST)/ C 1142, Type S (For masonry veneers use Type N). %148F L IN Pl�lsTAIRs 40 NOTES, SECTION, Grout: AST U C 476, minimum compressive strength of 2500 psi. 8-10 inch shoal. AND D ETA I L S Structural Rolled Steel W-Shapes: ASTM A 992 (Fy=50 kel). Steel plates and angles shall be ASTL A 36. GROUND SNOW 60 WATER CLOSETS B 1� AL MMMM TO WE PRE55I�ZE TREATEP Structural Steel Pipe Columns: ASTM A 53, Type E or S, Grade SEISMIC DESIGN CATEGORY C �"FUG� A,E, DRAWING NO. Anchor Bolts: ASTII A 307, Grade A BASIC WIND SPEED 90 MPH SECTM AT FRAMED PORCH OR vE6K NOT TO SCAZ DWG 20F 2 UK PING NU N 9 BE OM OR IlMil=OW TLiIiiBl=off BT ON BOOM U OWMRNIR®w i/in E*Nft TLC►/a MM ffim tD