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2008-205 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080205 Date Issued: Wednesday, July 14, 2010 This is to certify that work requested to be done as shown by Permit Number P20080205 has been completed. Tax Map Number. 523400-295-019-0001-033-000-0000 Location: 18 PINEWOOD Ave Owner. EDWARD & BETTY ANN LANGE Applicant: EDWARD & BETTY ANN LANGE This structure maybe occupied as a: Porch By Oder of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, �9a Variance, or other issues and conditions as a result of approvals by the Director of Building&Code nforce ent 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: P20080205 Application Number. A20080205 Tax Map No: 523400-295-019-0001-033-000-0000 Permission is hereby granted to: EDWARD &BETTY ANN LANGE For property located at: 18 PINEWOOD Ave 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. Tie of Construction Value Owner Address: EDWARD &BETTY ANN LANGE parch $6,000.00 18 PINEWOOD Ave Total value QUEENSBURY,NY 12804-0000 $6,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency PETER WEIDMAN 23 BARDIN Dr QUEENSBURY, NY 12804-0000 Plans &Specifications 2008-205 153 SQ FT PORCH $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,May 09,2009 (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 Queens ry; F iday, May 09,2008 SIGNED BY for the Town of Queensbury. Director of Building Co nforcement _...______________________II...._.._._.__.._..... OFFICE USE ONLY TAX M NO. PERMIT NO. o.� a I FEE PAID `( BLDG,&CODES APPROVAL UINSBUR �r. . GAP gU1LDIN, ACCESSORY STRUCTURE BUILDING PE RMI ICATION Use this application for any structure other than the Principal Structure(house)to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. �} t „ -P.l dl T OWNER: P Q INSTALLER/BUILDER: "� � - 1iti^� ADDRESS: D 0 ADDRESS: -2-3 ra r / �I.� "40-- y gap 33;-5 PHONE NOS. L(5 log/ PHONE NOS. : () q Y 03 LOCATION OF PROPERTY: f D U I VI'2 W 0 0 C% SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ESTIMATED COST OF CONSTRUCTION: $ ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST:CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Abe"( W �40rn PHONE: 36// 7 I_Gr L 03 sr eo PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT $Q.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH 2 (a f DECK J 3 SEASON,COVERED OR ENCLOSED PORCH' BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS:_) OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the 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 Codes,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. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. QUESTIONS? CALL 761.8256 OR EMAIL I have re and to t e above. codes@a.aueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Signed d: 7 O www.aueensbury,net Town of Queensbury• Community Development Office - 74.2 Buy Road, Queensbury, NY 12804 B I-LGL 11-05 �Ae� it'-' Queensbu Building Code enforcement - Residential Final Inspection rY 9 _ Qffice No. (518)761-8256 Arrive: am/ m Departs v am/pm Gate Inspection request received: Inspector's Initials: NAME: Z PE MIT#: LOCATION: DATE: �. TYPE OF STRUCTURE: Comments• Y /A 4' Building Number Address visible from road ��� / ChimneyHeight/"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 decks ios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privac /trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells"jqty glazing Interior Smoke Detectors 1 Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Baftery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 N.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. 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 Trapt Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%*Gypsum Basement stairs dosed rise>4 inches Gara a Floor Pitched Garage fireproofing I%hour fire door/door closer Duct work Sealed ro rt 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 i C or C 10 Tempxary/Permanent LABuilding&Codes FormslBuilding&Codes\lnspection FormsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 /&,-/z 0 Framing / Firestopping Inspection Repdrt 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 Initials:&Olfl- NAME: 4�u�- PERMIT#. /f,l/ 20 7 LOCATION: ✓ INSPECT ON: 6 ZZLZ�,F TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing ss 22" x 3W minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwe8s 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 Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuildrrg&codes Forrns-01-Muilding&CodesUnspedion ForrnsTraming Firestopping inspection Reportdoc Revised January 7,2008 © rs Framing / Firestopping Inspection R port Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/PM. epart:6t am/pm 4742 Bay Road, Queensbury, NY 12804 Inspector's Initials: " NAME: PERMIT#: 6F LOCATION: ats.1 INSPECT ON: -- TYPE OF STRUCTURE: �- Y N WA COMMENTS: Framing s 220 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 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 518 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLDSuildN&CodesUspection FormsTrarnkV Flopping IrAgw ion Report.doc Revised January 7,20M 74 Foundation Inspection Report Office No.(518)761-8256 Date InT tionest received: Queensbury Building&Code Enforcement Arrive: nr')am/prj l Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectnitials: IVLI NAME: E'-L -d PERMIT#: LOCATION: / 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 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 Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 0 , s uiv "c v.` CHAIN LW FENCE S46 00*E ►�r 215.36' N;O o ` o tot: 186.W WOW etc a Ti Y N CF QUEENSBURY BUILDING DEPARTMENT Rased on our Limited examination, comoiance with our canments shall not be consUued as indicating the plans and specifications are in U compliance vith the aloe. FILE COPY TOWN i,I Quc=? � � r BUILDING & PT. REVIEWED BY DATE Alt :;�&5 1461pe cc, T OVv'IN OF 0 U E E N S"')I j R Y 9 U,.!LUDIHN G r, PA R i k"i EN, T Based on our limlqed examination, cnrnpIianmwith our comments snail no, be, ron,�trucd as indlcat'ln(q the plm,� and sncdflcz ns are in full compian(lo Ozii the 60ding Codes of Now Yum,State. CON71N000S RDGE VENT 12 12 36',ICE&WATER SHELD L IN ALL VALLEYS(TYP) L TOP OF PLATE 70P OF FM MUT TOP OF FOR 'TOP OF f6i TOP OF FOOTW -------------------- L—W, -------------------------------------------------------------------- NEW FRONT ELL UTION SCALE:1/8" = 11-00 i n n 5:12 5:12 TOP OF FIATE 70P OFPIA7E TOP OF F°II. I ZO SUB LOOR _ z OF fOK- fo-P FaC 1 T(POFFDi TM 2V . -^w I i I , dFFD01111C ._-L-----------------------------------------------------------------J-- 43'-0" _-- NEW "ERONI ELEVATI N SCALE:1/8.= 1'-fl"` 1CONTINUOUS RIDGE VENT 5 12 5 &N���136" ICV& WATER SHEIL ALLALLEYS (TYP)D TOP OF PLATE TOP OF PLATE TOP OF WINDOW z �ro I � � I � s SLWFLOOR SU6FLOOR TOP OF FDN. TOP OF FDN. I Q I 1 I I I Ln I I I I I TOP OF FOOTING ' 7'-6" 3'-6" 1 � TOP OF FO—D NG VIEW LEFT ELEVATION SCALE: 3/16" = 1'-C" CONTINUOUS RIDGE VENT 1/ 12 12 5 36" ICE & WATER SHEILD s N ALL VALLEYS (TYR) TOP OF PLATE TOP OF PLATE TOP OF WNDOW R (Q STFLOOR SUBFLOOR TOP OF FON. TOP OF f13N. Q TOP OF FOOTNG T-1 ----------—-----—----—-------------—----------—---1`- , o � C--3—6" 1-- 7$-6 OP OFFOOTNG — --———--—————————————————————-———————————-———-————————-——————— '-- NEW RIGHT ELEVATTN SCALE: 3,/16" = 1'-O" ONTINUOUS RIDGE VENT PRE-ENGINEERED ROOF 6 12 12 TRUSSES @ 24" O.C. 6 DESIGNED PER N.Y.S. CODE ; ; 5/8" O.SB. NOTE: -n- ROOF SHEATHING ACTUAL WEB CONFIGURATION TO BE DETERMINED BY TRUSS MANUFACTURER TOP OF PLATE TOP OF PLATE boa .o° I I 00 c0 suBFLooR - - ---------------------------- _ 5�-----T. DECKING _-- suBFLaaR r- TOP OF FDN. — 2 X 10'S BEAMS PRESSURE TREATED TOP OF FDN. -� O ; C1 1 ; ; 6 X 6 P.T. DECK I I " POST (TYP.) ¢ OP OF FOOTING ; , ON 18" DIAMETER ; ; ; TOP OF FOOTING __. _ .- SONOTUBE (TYP.) � _ 20,_6" SECTIOA A --A SCALE: 1/4" = 1'-D" .^ . . 12 5 CONTINUOUS RIDGE VENT 5/8' T & G PLYWOOD 2 �-=IDG ROOF SHEATHING PRE ENGINEERED ROOF DESIGNED PER N.Y.S, CODE @ RAKES (TYP.) TOP OF PLATE AkGS (T P) AS COLLAR TIES 00 DECKING SUBFLOOR SECTION B - B i ON 12" DIAMETER TOP OF FOOTNa SCALE: 1/4 l'-0 SONOTUBE (TYP) ----------''~---- � oFaaTi TOP CFIDN IRA ao Ito —3 4'—r 2'-11" 5-11' 6'-2" N— " OOR _ — tOP OF F5lL 70P OF FON. _ 1 1 1 1 1 ----..:.. _ Tl1P OF FOUL ~ 1 20-d 1 � I 1 I 1 11OFf001pIG —_L..------------- --_____—_------____—_----__--_---____---------_—..—i_. L 4S-e XI TIC FRONT FLLV8IION SCALE:1/81'= 11-0" t2 / 1 Ln TOP OF PLATE TOP OF PIATE TOP OF'W�O+N R I Fa Q I 00 SUR��++tt FminnDOR � A 'E" _' . S4J9FLOOR TOP OF FOM. rOP OF FDK R � 4 � t t , , TOP OF FOOTNG , + o 26'-6" ------------------------ --------------------------------------- --- TOP OFFCOTNG EXITING L EFT SCALE: 3/16" = 1'-0"