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2010-505
TOWN OFQ UEENSBURY � � 742Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100505 Date Issued: Thursday, July 21, 2011 This is to certify that work requested to be done as shown by Permit Number P20100505 has been completed. Location: 44 SARA-JEN Dr Tax Map Number: 523400-295-007-0001-028-000-0000 Owner: ROGER& LORRAINE PHINNEY Applicant: ROGER & LORRAINE PHINNEY 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 i / property owner of the responsibility for compliance with Site Plan, � * 761 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 F4, 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 0 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100505 Application Number. A20100505 Tax Map No: 523400-295-007-0001-028-000-0000 Permission is hereby granted to: ROGER& LORRAINE PHINNEY For property located at: 44 SARA-JEN Dr in the Town of Queens bury,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: ROGER& LORRAINE PHINNEY 44 SARA-JEN Dr Residential Alteration&Additio $55,000.00 QUEENSBURY,NY 12804 Total Value $55,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-505 RESIDENTIAL ALTERATION &ADDITION $115.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,October 21,2011 (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 f Quee buu , f T rsday, October 21,2010 SIGNED BY s /" I ' + for the Town of Queensbury Director of Building&Co•e Enforcement OFFICE USE ONLY &9 �],j� �! , r TAX MAP NO. c7 `I U— PERMIT NO. 1 i,; , . E 7 ! r FEES: PERMIT`' RECREATIONENGINEERING Ilki -f ._�..�.,..-- , (If applicabl- I I I �°`'`/-' _ ' B PRINCIPAL 0Es .. 7� r5 taw sre" Li Ry STRUCTU: i 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: Td( tL { ��,�y OWNER: FOC,N,�/LOtZR/kiNe ?tigNSY ADDRESS: 44 A izA-S. 'D Ve,,Q i �}, ADDRESS: PHONE NOS. /4Y tz j- f- SAiz+k-S pTL�d€. PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: '4 Ct,,U-P{.h.tAtle1 PHONE: 343-587- 7/24 LOCATION OF PROPERTY: +!f-S -St.44 DRAE../ a?v 5220-12.y ,rvy 12-€)D¢- HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 0 YES CeN0 IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 fx o a a p PROJECT O Q O w W1 0 �, d o = I- OC� V z < Q r- (O NL, OLL OF- xwZ F- u_ D_ 2ors SINGLE FAMILY fiv�' SSsF� o L (ti i3 TWO-FAMILY 266itie4ci L 6'')c', ,. ik4 * ti'4'te h'rz MULTI-FAMILY ` (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE 1 ge) fe:' / if_ CiLle /361" ke 2 RETAIL- MERCANTILE K�-, ii 1 , / nA A FACTORY OR / ( 2, !Y IA L 4)e INDUSTRIAL , l ,IdAl 0 ATT 4 j L GARAGE(103) 1/ ✓ ,Dor / ,.0--..51 ` OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: Is ESTIMATED CONSTRUCTION COST: ' Vic' FU TY : &11s 74. ---A-Dy__ ey /y i ttous&" B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN'? I/® ARE THERE EASEMENTS ON PROPERTY? /U 4 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 myagents 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 construgeleacilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & S APPROVAL ZONING APPROVAL taco DAT DATE QUESTIONS_2_C9,LL-7644256 OR EMAIL- __ MAI- codes(7a.queensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION ,$ / 2 -/Z7,Lr&%- -1 ( Aa`/k Queensbury Building & Code Enforcement - Residenti mai Inspection ice No. (518) 761-8256 Arrive: am/pm D art f I . A am/pm Date Inspection request received: Inspector's Initials: f� NAME: R ,. PERMIT#: /V LOCATION: 1,/4 ;� , DATE: '�--��/ — TYPE OF STRUCTURE:' Comments: Yes No N/A e 4" Building Number Address visible from road kckse_, o - ( Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 376 _ /'S7© 3 inch Plumbing Vent through roof minimum 18 inches ((DD (� 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 Y 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 stairw- sa e g .i'•-• Interior Smoke Detectors/C. •on Mono '•- %- ectors / Every level: Ev = .. \// Outside every bedroo area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel 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 W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing 1%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical `tel�p� LC 7 C),,,..A.... S7 Final Survey Plot Plan '� t Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles / ,-(M---) 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] /f L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CER FICATE - ELECTRICAL APPROVAL Permit No..../Q _ ..Cert. N° 10985 Cut-in Card No. Owner /2, te/timue-y Location L l -�A24 •`� c /`� ,3) CsC�,� t'(.e-/y. Installation Consisting of �� ' l ?,2��`� jSC ' S� d L/6-7t/ Installed By >er / A(P Lie.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin s ions at any time, and if its rules are violated,the Company shall have the right to r vo a this e ' . Date -6^ �� INSPECTOR �� Member N.F.P.A.,I.A.E.I. ecprRou h PlumbingI Insulation insPtion Report Office Office No. (518) 761-8256 Date Inspection request received: , (c„ Queensbury Building &Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: LNAME: 1'M� PERMIT#: 2.6 (GL-5'O 3 LOCATION: - , INSPECT ON: W� /re?,-, /f TYPE OF STRUCTURE: Awn__ eA 4 - A Y N /A 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 for 15 minutes kInsulation identiai 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 COMMgNTS: C. Rough Plumbing Insulation Reportrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 /1k ; • /„ Framing / Firestopping Inspection R,Oort Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: l i I J PERMIT#: LOCATION: : , 1 ;7 INSPECT ON: TYPE OF STRUCTURE: Y �N _ /Framing COMMENTS: 22' x30" minimum Jack Studs/Headers Bracing/BridgingY , Joist hangers (- Jack Posts/Main Beams Exterior sheeting nailed properly 1Y O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\BuildI g&Codes Fonns-OLD1Buiiding&Codes\lnspedbn Famscraming Firestopping Inspection Report.doc Revised January 7,2008 1oRou h PlumbingI Insulation Inspection Rep Office No. (518) 761-8256 Date inspection request received: 7 Queensbury Building &Code Enforcement Arrive: am/pm Depart: : ,rpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 1217\ PERMIT#: /0 C LOCATION: Lilt SA.r � INSPECT ON: // 7/i 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 Air/Head 50 P.S.I for 15 minutes nsulation/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 <--'\‘-'4,.-c-7-a-t-z_._: k---,--7--V\A-tAA_A-1--rc., - COMMENTS: (- '"- .- 1 P- CL- Rough Plumbing insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 lo?IRough PlumbingI Insulation-In Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am! m a m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial , NAME: / h pt - PERMIT#: -°(� - LOCATION: 4/ INSPECT ON: 1 '- i TYPE OF STRUCTURE: irsec--)r7 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 h'$hest connection for 15 minutes Pressure Test W= - - •,.ly Piping 50 P.S.1 for • minutes I� Insulation/R. _ • �� ,� �• : �,�,•, /�` , 7. •. - r` r Exterior Sealant 'j. 0 P • =r 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 Reportrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report p i e- -7 C' Office No. (518)761-8256 Date Inspection request received: / Queensbury Building&Code Enforcement Arrive: am/pm Depart. pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:4j,Leile) NAME: Pk v' I\-e� /.� PERMIT it: /6 5 '� LOCATION: 1.1-14- . 2: - IL -vt Dr INSPECT ON: I U TYPE OF STRUCTURE: 4/ i )466/tA-7)J'- t c l Y -N COMMENTS: Frami ` Attic Access 22' x30" minimum Jack Studs/Pleaders j Bracing/Brimming Kt\I-G76.1‹. Joist hangers /� Jack Posts/Main Beams V Exterior streeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. 't Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 ?.6(w) 16 gauge (8) 16D nags 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 A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:tsuildag&Codes FomS-OLDa adInQ&Codeslinspection Formffrarning Fireetoppinw Inspection Re of doc Revised January 7,2008 7(7 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �`�to NAME: PERMIT#:LOCATION: :Oil)/ y�t f:" ,� ��: INSPECT ON: p - Ar> TYPE OF STRUCTURE: 44-91") Comment Y / N NA Footings .tars (7434,4-7, 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 6 inches above footing 6 mil •1 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 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: i /7-1//6) Queensbury Building&Code Enforcement Arrive: am/pmam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � NAME: ph , r, e PERMIT#: / 0 - S—C'S! LOCATION: CZ-4 - I A J J ie - INSPECT ON: ( ,�I"N 0 TYPE OF STRUCTURE: ��Z-4 '` taming Y N COMMENTS: ttic Access 221'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/Hobs/Bearing Walls Metal Strapping for Notches Top Plate 1 'r4(w) 16 gauge (8) 16D nabs 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 A 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) 5.7sfabove/below grade 5.0 sf grade LABuiidin0&Codes Fortes-OLD BuNding&CodesWapscthon FormsTraming Firestopping Inspection Reportdoc Revised January 7,2008 / 0 —/2r. Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: i t cj1 I Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: CM) NAME: � 1 `' e 1J PERMIT#: () 'S°-S LOCATION: S,gat 9 - (- _ INSPECT ON: iill TYPE OF STRUCTURE: ' ) Comment' 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 V Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab kfill Approval lumbing 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 Reportdoc Last printed 12/20/2005 9:24:00 AM L � idvOlt • Foundation Inspectisport Office No.(518)761-8256 Date Inspection request received: / //2//1) Queensbury Building&Code Enforcement .Arrive: am/pm Depart. am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Ph ; 1 PERMIT#: LOCATION: y�-j Sil r,9 r. INSPECT ON: i I 3/1) TYPE OF STRUCTURE: 1 7,6e) Comment4 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. oundation/Wallpour f Reinforcement in Place -L , Fooling Dowels or Keyway in place Foundation Dampproofing k. L Z¢ Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\BuIIding&Codes Forms\BuIIding&Codes\Inspection Forms\Foundatlon Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date ra request received: f( / j 10 Queensbury Building&Code Enforcement Arrivam/p Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspeials: �� NAME: , A u`-c. PERMIT#: /12 LOCATION: c 4- 4 l / )r. INSPECT ON: ( rZ / 1) TYPE OF STRUCTURE: I t 51,44 ` / Comments I Y / N NL Footings ✓/ Piers Monolithic Slab Reinforcement in Place it, .if 4 / 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 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\Foundatlon Inspecctioon Report.doc Last printed 12/20/2005 9:24:00 AM EDGE OF EXISTING m \\ APPROXIMATED LOCATION Or- CEA FCEA SETBACK \ LINE N \ N \\ O� \ Z \ \ R=325'00 _89.47 r�� F ropy 505° 15'50 "E 261.29' -------------------- 0 I LE i3OPY -------------- i 5 A R ,4 SITE PLAN 8 ASPHALT N05° 15'50 "W 113.00' J E N D SCALE :1 /1 E' -1 LC7 SITE PLAN BASED ON SURVEY MADE BY VAN DUSEN d STEVES LAND SURVEYORS, LLC - 5'1 CHESTER STREET, 6LEN5 FALLS, NY 12801, DATED MARCH 5, 2000 0 V E I I O I O O I s - - MPs 1 an911ag as 'pan1asgi-ii „ : 1 l I I Rrr 1 2 1010 TOWnr 1 UTILITIES SIC— NOTICE: o(jav `--�.__ IFS Smoke detectors are required in bedrooms, levele includindgo bedrooms or bon asement. All smoke detectors & carbon monoxide battery backup and located on all levels• Carp�n monoxide detectors are required outside sleeping areas and on all levels. PROJECT DATA R06ER AND LORRAINE PHINNEY 44 SARA JEN DRIVE GUEENSBURY, NY 12804 PROJECT DESCRIPTION AND DATA ADDITION AND RENOVATION OCCUPANCY: R -I 51N&LE FAMILY RESIDENTIAL CONSTRUCTION: TYPE 55, COMBUSTIBLE PRO V -OW ADDITION AREA (SRO5S SQUARE FOOTAOFJ3 FIRST FLOOR: 55.84 SF 6ARA6E: 162.00 SF DECK: 46.44 5F I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF LOCAL, STATE, AND NATIONAL BUILDING AND SAFETY CODES AND ALL 6OVERNIN6 AGENCIES. 2. THE GENERAL CONTRACTOR (6C) SHALL INSURE THAT ALL 5URVEYIN6 OF THE PROPERTY LINES, BUILDING, PARKING, UTILITY LOCATIONS AND GRADE ELEVATIONS AS NECESSARY TO PROPERLY AND ACCURATELY COMPLETE THE SCOPE OF THE WORK 15 PERFORMED BY A NY5 LICENSED LAND SURVEYOR. 5. PRIOR TO E5TABLISHIN6 THE BUILDIN6 LOCATION, THE LICENSED SURVEYOR SHALL STAKE OUT ALL CORNERS OF FOUNDATION AND CONTACT THE ARCHITECT TO REVIEW AS REQUIRED. 4. ALL TESTS AND INSPECTIONS REQUIRED BY LOCAL, STATE AND GOVERNING A6ENCIE5 SHALL BE CONDUCTED AND THE 50 CONTRACTOR RE5PON51BLE FOR THE WORK SHALL NOTIFY THE GOVERNING AGENCY, THE ARCHITECT AND THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO CONDUCTING THE TEST AND/OR INSPECTION. 5. THE PLANS SHOW 50ME KNOWN SUBSURFACE 57R ICTURES OF WHICH THE EXACT LOCATION MAY VARY FROM THE LOCATIONS INDICATED. PRIOR TO BEGINNING ANY CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL EXIST. UTILITY LOCATIONS BY CALLING UFPO (1-80O-4162-16162), BY FIELD VERIFYING ALL V151BLE UTILITIES AND PERFORMING TEST PITS A5 NECESSARY IN CONGESTED AREAS. 6. NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT VARY FROM THE PLANS PRIOR TO BEGINNING WORK. -1. NO EMBANKMENT SLOPE SHALL EXCEED THREE (5) FEET HORIZONTAL TO ONE (1) FOOT VERTICAL. 8. AREAS OUTSIDE OF THE LIMIT OF THE PROPERTY LINE SHALL BE PROTECTED TO ENSURE THAT NC GRADIN&, DEVE6ETATION OR 50STANTIAL DISTURBANCE OCCURS EXCEPT AS 15 ABSOLUTELY NECESSARY TO INSTALL UTILITY PIPING. 4. THE GENERAL CONTRACTOR (GC) SHALL BE RESPON51BLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENT LANDS FREE OF DEBRIS, SOIL, AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION RELATED TO THE SITE, AND PROVIDE MEANS FOR COLLECTION AND RECYCLING OF ALL APPLICABLE CONSTRUCTION WASTE. IO.THE GENERAL CONTRACTOR (60) SHALL ENSURE THAT ALL REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE COURSE OF THE WORK. 11. THE ELECTRICAL CONTRACTOR WILL PROVIDE A CERTIFICATE TO BE POSTED ON OR IN THE ELECTRIC PANEL A5 AEQUIRED BY NYS ENERGY CODE SECTION N-401.5 NOTICE EDAM INSULATION MUST BE COVEREu BY A 15 MINUTE THERMAL BARRIER NOTICE ""T PAPER INSULATION MUST BE 111ERE1 BY NON,C?IVCBUSTIBLE BARRI rp F TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. t(Z-lZo��c�