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2003-301 � � 7 TOWN OF QUEENSBURY 742 Bay Road,Queensbuty,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 C ERTI F I CATE OF COMPLIANCE Permit Number: P20030301 Date Issued: Tuesday, May 04,2004 This-is to cerdi that work requested to be done as shown by,Perrriit'Number P20030301 has been completed, Tax Map Number: 523400-308-016-0001-039-000-0000 Location: 47 PINEWOOD Rd Owner: VERNON&GLORIA SCOTT Applicant: VERNON&GLORIA SCOTT This structure may be occupied as a: By Otdet of Town Board Porch TOWN OF QUEENSBURY ,e Ditectot of Building&Code Enforcement TOWN oF' QUEENS-BURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030301 Application Number: A20030301 Tax Map No: 523400-308-016-0001-039-000-0000 Permission is hereby granted to: VFRNON& GLORIA SCOTT For property located at: 47 PINEWOOD Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: VERNON& GLORIA SCOTT Porch $2,200.00 47 PINEWOOD Rd Total Value $2,200.00 QUEENSBURY,NY 12804 Contractor or Builder's Name Address Electrical Inspection Agency Plans&Specifications 2003-301 168 SQ FT DECK AS PER PLOT PLAN SPECIFICATIONS $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,June 09,2004 (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 th o of Qu S y June 09,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement it Porch,.Deck, Dock, or Boathouse Permit Application Town of Queensbury-Dept of Community Development, 742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning cons"R Permit File No.013-45 inspection will be made until applicant has received a vaeC aid $ building permit. All applicants' spaces on this applical n mustEe Ef7& completed and must appear on the application form. VA Y 9 20 Re-Viewed By: ' OF 'All aut, Mir% , Applicant: vp,,rm-Oro ux Address: L1-) P//J It-, wz od A L �—j" WA Y (--n%"e-P-,V5Bwry --V' 11-Te'f ZnA.. - 3 Phone# -Ify- nt f-,c Phone#(_) UP Z-8tih Email Address: 114'4-- A"F4-7;Ni;-Email Address: Person Responsible for Supervision of Work as Regards to Building Codes: Name V&110,0n) Sco— Address: LI) Phone �0'7/ Property Location: Lot Number; 1 House Number 1 Plrvewae)d Ad Subdivision Name: lubeye- Tax Map Number: '30 1( c,/ Estimated Market Value of Construction: $ �x o t�Porch o Deck 13 Dock • Boathouse • Other work(describe Size of structure to be built square feet Submit along with this application: 1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed structure showing setback dimensions from all property'lines. Show location of water supply and location and configuration of septic disposal area. , 2. Two sets of structural drawings. Indicate size of posts or studs, floor joists, decking or flooring material to be used. Show how the porch or deck.will be fastened to the building. If a roof will be constructed, indicate the size of posts or studs, roof rafter spacing and span. Indicate type of roof. sloped, flat, shed, or other. Indicate the type of material being used for the roof. Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance And all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. 9 Applicant's signature: Date: 2Z4� L:\SueHemingway\Building.Permit.FORMS\Porch.Porch.Pennit.doe 8/13/02 revised per DH sq4 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection r ecei queensbury Building&Code Enforcement Arrive: a In 742 Bay Road, Queensbu'ry,NY 1.2804 Inspector's Initi !L PERMIT#: NAME: V\,c5-� LD LOCATION: v\a INSPECT ON: 51=a D= TYPE OF STRUCTLfRTE: Y N /N/A(� Framing COMMENTS Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(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 snow shield 24 inches from wall Fire separation 1,2, 3 hour A ti Fire wall,2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 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:\Suellemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping In eetion Report ti----� Office No. (518) 761-8256 Date Inspection 7equ e ive Queensbury Building&Code Enforcement Arrive: wwprry D 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initia NAME: PERMIT#: V LOCATION: D 0 C ? INSPECT ON: TYPE OF STRUCT RE: N/A COMIlZEl�T raining rt. Jack Studs 111ea&ers 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 etal Strapping for Notches Top Plate I�J�jQ11 1 l2(w)-1'6 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall f 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 ''/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 LASueHemingway\Building.0 odes,InspectionTORMMSTraming Firestopping Inspection Report.doc January 28,2003 i F Framing / Firestoppi'ng Inspection Report f7M Office No. (518) 761-8256 Date Inspection re st re eive Queensbury Building &Code Enforcement Arrive: prn D a a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Init* Is: NAME: PERMIT#: LOCATION: INSPECT ON: A TYPE OF STRUCTURE: Y N N/A COMMENTS ' aming Jack Studs Headers Bracing Bridging All Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in, or more, -ub (A Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Ct> Firestopping Penetration seated 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SucHemingway\Btiilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc Jahuary 28,2003 Feundation Inspection Report Office No, (5.1,8)761-8256 Date Inspection re-u re ed: Queensbury Building&Code Enforcement Arrive: a pm epart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: } P RMIT#: LOCATION: p SPECT ON: f TYPE OF STRUCTURE: Comments Y N NIA ootings 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 PIace t Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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 I_nsulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SueHemingway\Building.Codes.Inspecdon.FORMStFoundation Inspection Report.doc 7anuary28,2003 Queensbury Building & Code Enforcement - Residential Final Inspection w6q) --._ // Office No.(518)761-8256 — Arrivrryr/pml� Da Date Inspection request received: Inspectors Initials-; NAME: P IT#: � � t� LOCATION: - ATE: TYPE OF STRUCTURE: 7 Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" t Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porclies 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. 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 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safe lzin /Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft:150 s .ft.vents -� ?�� "� Vj , Building No./Address visible from road Final Electrical v: � Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent] L:\PamW\Building&Codes\Insvection Forms\Res.Final insix form 2.docLast printed 2/12/04 top �. � M71, -{ - , v n 77 1�mv. MAY Z 9 2003 TOWN OF QUEENSSURY ` x BUILDING AND CODE 02 " WE- u PC ogo 0*00 vim slop* goo et F ' G ( CY 1. t � o h: �. Town ot'Quee try 'Cable 4; Summary of Dimensional/Bulk Requirements Page 1 of 2 District `S mbol Mlnleium = Mlnimurn Selbsck n feet j Mlnlmum Maximum Notes _. . Lot Widthn1 1 Building Floor Lotilis Depth Aron for Front Side M ,Poor(') Shoreline Percent Neigh Area Beet) (feet) G,lusttring . Permeable (feet Rollo Land Conservarlon LC,42A 42 so►es FAA LC-IA "'I acre.. 400 210acres 100 too 100 100 95% 401360)' �400 6acres� 100 100 100 100 95% 40t36('1 Parkland PA-42A 42acrea .• Recreation 800 800 210acres too too 100 100 90°� 40135() PR•t0A 10 acres 400 d00 50acres 100 100,r 100 100 80% 40136�1) Rural Resident ial RR-SA 6 acres 2pp ,.." " 25 Acres 50 30 30 76 7b°lo 44135ist RR•3A 3acres r 200 �• (bootee 50 30 30` 75 7b% 40t3S Waledrorn WR�3A 3'eores .. Reaidentlel 3A it,front 26,20,15, 25,20,16, Principal yard at road, I Z wades 12;VIVIO structure; '�- 75It,0 with lot Id h wlih lot width 28 Garage; 150 15 acres shoreline (s1 750 65/a 0 16 0.22 WR-IA 1 acre 301,,front 25,20,It, 25,20,16, Principal Yard at road, 12 varies 12 varies structure; 5o it,0 wilh lot wldih with lot width 28 flarsiit --ISO ... 10 acres shoreline Isl i81 50 4 66% 16 0,22 Urban Reeltlentitl UR•1A 1 sort 10 min; 150 5 acres 30 Sum 30 20+75 75 50% 40 UR•t0 10,0 00 sq;iL 10 min, 75 60 000 s,It, 30 Sum 30 30% 40 Multifamily. 5,000 sq,It' Residential 80 w• 26,000 a ,It, 30 1 10 10 15 30% d0 Mixed Use MU 20,000aq,ft, / plus 6,000 30 Q XC ft r 1,00,000 sq,It, pp Permeable q De �WrialrlAreNWL dwepin unit too 120 20' 20' 75. SO% 50 Control density Proleesional0ltice PO 20,000 sq.0, _, plus 6,000 sq.It,per 1.00,DO0 eq,f f, dwelling unit 80 1 Pilnolpai 60 20 20 75 30% 40 Sld 20,004 n,2 Suburban $R•tA 1-acre 10 m1n; Residential ISO 10 O00 a ,It. 30 sum 30 20 75 50% 40 SR•20 20,000 e0, plus 6,000 sq,0.pet , 1mini dwa lino unit 100 •.. _ NA 30 �su'SO` 10 .75 30% 40 SR•16 16,000 sq,ft _ ... 76 .•• NA 30 sum 30. 10 75 30% 40 Sinple•Family SFA•1A t acre Residential 1b0 «• NA 30 .20 20 75 65% 40 =SM 20,000 eq;ft; . .. _. 16 min; 100 ... NA 30 awls 40 20 75. 30°h 40 a rfi' ' 4L I I, I I V4, 'T T T IL „ � � r A w IQ 1-7- lop 17- T -I- AL- i L L A I -71 Jp- IL 00