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2009-322 -, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 IFICATE CIF COMPLINN- C.E Permit Number. P20090322 Date Issued: Friday, December 03, 2010 This is to certify that work requested to be done as shown by Permit Number P20090322 has been completed. Tax Map Number. 523400-288-016-0001-033-000-0000 Location. 108 EQUINOX Dr Owner. JOHN& CORNELIA SKEE Applicant: JOHN & CORNELIA SKEE This structure may be occupied as a. Porch By Order 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, Variance, or other issues and conditions as a result of approvals by the Directo & de orc nt 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: P20090322 Application Number. A20090322 Tax Map No: 523400-288-016-0001-033-000-0000 Permission is hereby granted to: JOHN & CORNELIA SKEE For properly located at: 108 EQUINOX 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: JOHN &CORNELIA SKEE 108 EQUINOX Dr Porch $3,000.00 LAKE GEORGE, NY 12845 Total value $3,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-322 PORCH- construction of roof to cover existing 330 sq ft deck $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,July 27,2010 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To rz;:�ry ly 27, 2009 A SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement DEC 07, 7fE __________________1_____ -------------------------- _ _____ _ I ___ FICE USE ONLY ,J(jJ j Z TAX MAP NO. ' PERMIT NO. ; TOWN O> QUE; ti,`SBU]�Y' FEE PAID - BLDG. &CODES APPRO AL i BUILDING & CODES -.�_-__-_-----_--.,._-.-- ____________ ___'. ..--.--_--_----_-_______. _ , ACCESSORY STRUCTURE BUI ING PERMIT APPLICATION Use this application for any structure other than the incipal Structure(house)to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDINGPERMIT. OWNER: �G N LLr--RAJ _�� INSTALLER/BUILDER: ADDRESS: /( & �- U//VT'jx bQ.• ADDRESS: c A eE r PHONE NOS. 1 CAS -71t4 41 L f,0• �io 6 3 PHONE NOS. C'S A/J$�C LOCATION OF PROPERTY: daAAE SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: uA_E ESTIMATED COST OF CONSTRUCTION: $ .3 W— ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? &)Q IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: C�> L L_r_;:jj PHONE: sr ND PROPOSED PROPOSED CONSTRUCTION 1 FLOOR FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH c f DECK 3 SEASON,COVERED OR ENCLOSED PORCH* ' t BOATHOUSE BOATHOUSE WITH SUNDECK 'i 1 --- DOCK SHED C POLE BARN DETACHED GARAGE(NO.OF CARS: ) OTHER ACCESSORY STRUCTURE: �j 3 *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, QUESTIONS? CALL 761-8256 OR EMAIL showing actual location of all new construction. codes(&queensbury.net I have r and a ree t ove. VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Signe Dated: ,7 O R Namefritle(Printed) J AJ ZA— , Town of Queeitsbury• Community Development Office - 742 Bay Road, Queetisbury, NY 12804 STa TUB Buildin & Code E orcement - Residential Final Inspection G2ueensbury g Office No. (518)761-8256 Arrive: 1 a pm Depart: am Date Inspection reques r ived: Inspector's initials: NAME: PERMIT#: _ 322— LOCATION: �� X l' DATE: j Z.--1 — YU - TYPE OF STRUCTURE: Comments: N t— N 4' Builds Number Address visible from road G'1 7�-Z -�� ChimneyHeight/'B'Vent/Direct Vent Location ell 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 = L � C Guards at stairs decks tios more than 30 inches above grade C Guard at stainNell at 34 inches or more Guard at deck,poroes 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bra /Handicapped Ramp Compliant T Grade aura from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/Tgulator 18 inches above Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight 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 1 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 .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 FumaceiHot Water Heater operating Low water shut-off boiler Relief Vatve s 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 Logo in Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonc As Built Septic System/Sewer Dept. inspection c ker Site Plan /Variance required Flood Plain Certification if required Okay to issue C 1 C or C 10 1 Temporary erm LABuilding&Codes FormslBuilding&Codesunspecion FormsWesidential Final Inspection Forrn_revise0_100405.doc;Revised January 7,2008;Revised 62601 Queensbury Building & Code Enforcement - Residential F' I p ction Office No. (518) 761-8256 Arrive: a t2 m/ Date Inspection request received: inspector's Initials: NAME: PER l #: Q9—c� LOCATION: DAT —7 —\ —1 TYPE OF STRUCTURE: Comments. -79`6-7% A � 4" Building Number Address visible from road Chimney,Height/"B"Vent/Direct Vent Location Z Fresh Air Intake ' 3 inch Plumbing Vent through roof minimum 6 inches Roof Co fete/Exterior Finish Complete Platform at all exterior Boars Handrail 4 or more risers F 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 61-2 C Interior/Exterior Railings 34 inches to 38 inches rr CCVV i Deck Bracing/Handicapped Ramp Compliant Grade awav from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off ex osed/regulator 18 inches above ride t Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carton Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battey backup: Attic access 30 inches x 22 inches x 30 inches eight in accessible area Crawl Spaces 18 inch x 24 inch access, 1 scl.ft.-150 s .ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft st i finished basement 1,000 sq.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'A"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Gars a fireproofing/%hour fire door/door closer Duct work Sealed prop2rly 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. Inspection Sticker Site Plan /Variance required F Plain.�n if r ad Okay to Issue C/C or C/ /PertrtWr LABuilding&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Forrri_revised_100405.doc;Revised January 7,2008;Revised WWI Foundation Inspection Report Office No.(518)761-8256 Date Inspection requr#: Queensbury Building&Code Enforcement Arrive: �0art: p� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: PER LOCATION: D INSPECT ON: - TYPE OF STRUCTURE: Comments Y N NA Footings Monolithic Slab Lis-. 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 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. U\Building&Cafes Forms\Building&Codes\lnspectlon Forms\Foundatlon Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ,L! am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: )Ll NAME: s4c PERMIT#: 0 � 2 2- LOCATION: d- a'2'V INSPECT ON: TYPE OF STRUCTURE: �- Commenb Y N Footings Jam,? n!1 t 4 f I �' A ,s u f PiersAle A) - {/ Monolithic Slab Reinforcement in Place The contractor is responsible for ;,- 4 (,'A e p J A 2 F• Zr providing protection from freezing for 48 hours following the placement 1 Jec' j gn M of the concrete. , Materials for this purpose on site. 1 ` -sf,v� ✓S 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:\Buiiding&Codes Forms\Building&Codes\Inspection Fors\Foundatlon Inspection Report doc Last printed 12/20/2005 9:24:00 AM � / �.�./ LV VJ nuu 1JG 11 rears J10/YJYYJ/ uommunity veveiopment 'iUU1 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OR JOB NO. 3349 DESTINATION ADDRESS 93753607 PSWD/SUBADDRESS DESTINATION ID ST. TIME 07/22 15:09 USAGE T 01' 16 PGS. 2 RESULT OR ! f i i i I 4 � 0 0 0 o o S o 0 fig gktx o � 4 iii I z fi X1 Y w �Lb� �s pfu IM rn $ 9 a - s tUVVN Ut VUL0,-j-,I`J'rl I Based on our lim"le 0 compliance �Ivit�l our c,,)mment� shall FOUNDATION STRUCTURE not be construed as i!"dicatil"LA Me 1 2 1 (Existing Deck) plans and spedfic2ii,11S are in Vi compliance with the Building Codes of 02 New York State. 7_00 Deck foundation is a floor joist system fastened into the floor framing of the main house structure.It Is additionally supported by 6 equally spaced piers securing twin structural beams running longitudinally beneath the joist frame.This balances the EXISTING entire floorload capability of the deck STRUCTURE including the extreme perimeters.The (house) proposed perimeter wall will incorporate 6 x 6 columns resting on a double 2x6 toe plate which will serve as an additional transversely Positioned beam to further distribute wall and roof load. 11111 BEAM D-11 6 1-4 x 4"Pressure-Treated Foundation Pier setin concrete(See PIER&BEAM DETAIL) 6 2"x 10"Double-Rail Main support beams with 2 x 4 sleepers Se DETAIL) e PIER&BEAM PERIMETER WALL BASE A 2"x 8"Header attached to cap header of main structure fastened with 8"x 1/2"dia lag screws and 3 1/2 air driven"10 nails as needed. 2"x 8"floor joists on 16"centers PROPOSED:2"x 6"double layer base plate to accept 6N 6"columns to support 5 exterior vertical frame and ridge plate for roo Revised:Add 6"x 6"vertical columns set FOUNDATION REV I in ORareds u"11"0*.Wool a 4111 of 40r W�w illitadia. - Proposed Deck Enclosure Page 1 of 5 ,OPY John Skee -108 Equinox Dr.Lake George,NY 798-7447 Home 260-0983 Cell jt@skee.net 44- r r� W SIDE ELEVATION 14'-SO' 36'S" f Y i SIDE ELEVATION 01 21,E REAR ELEVATION W-7 ELEVATIONS Proposed Deck Enclosure Page 2 of 5 Sohn Skee -109 Equinox Dr.Lake George,NY 798-7447 Home 260-0983 Cell jt@skee.net Double thickness 2 x 6 Header to be fastened to 2 x 2 x 8 Roof 2 x 10 6 Stud Framing of main structure using 3 1/2"air -Rafter Ridge driven nails.1/4"x 8"steel lag screws w/washers Beam to be applied at intervals shown(32"). 1. 1 2 Wood siding to be removed beneath header to "V cap provide even surface match 'Wy .................... .......... 6 x 6 Column Ii ........ ... .......... RIDGE CAP (Wall Perimeter) INTERSECTING GABLE.2X8 RAFTERS 16"OC WITH COLLAR BEAM TIED INTO EXTERIOR VERTICAL FRAMING OF MAIN STRUCTURE(HOUSE) SHEATHING: 3/4"EXTERIOR PLYWOOD. ASPHALT SHINGLE FINISH TO MATCH OR COORDINATE WITH EXISTING. T ROOF SYSTEM Rev 1 it 0it 0 Proposed Deck Enclosure Page 3 of 5 John Skee -108 Equinox Dr.Lake George, NY 798-7447 Home 260-0983 Cell I� II11: 11: ILI t....... 't- "I- t it LI LI I jt@skee.net Existing 2 x 6 Stud Framing of Main House A ROOF PITCH Proposed Deck Enclosure Page 4 of 5 John Skee -108 Equinox Dr. Lake George,NY 798- 7447 Home 260-0983 Cell jt@skee.net Kee RELATIVE PLACEMENT Proposed Deck Enclosure Page S of John Skee-108 Equinox Dr.Lake George,NY 798- 7"7 Home 260-0983 Cell jt@skee.net 60OZ/IZ/L Odf'IOOOOOOOOOOEEOI00091088ZOOVEZ9/LZOOOOI/lSdW/Slo/JASZXqb//:"q Mew Gu I jo I QSL',l Conimurtity Development Office Town of Queensbury • 742 Bay Rd. Queensbury, New York •12804 PLOT PLAN Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. SIDE PROPERTY LINE ti i x 0 W z 0 W Z! -M O Ll.l Q a 0 V v SIDE PROPERTY LINE 1 SQUARE = FT. Wrs '� 3i f ;.1,ttt111� J 4 iii ,3 il i F� f �5 ® 3� X � � t Code Compliance and Informational Sheet for Permit Use Queens y Dept. of Co it [ v t r Project for: P - lNo. _ Applicant Name: 1 , t� s � ►+� AdminIstrator Tax Map No. •�� -- - 1�� lication Lot# House # !�l ® road, street L 4 2009 lot Size: c Mobile Home Park: Zcr ing Administrator TOWN OF QUErNSBURY Business Plaza: Planned Unit Dev. Subdivision: Lu Acvt4e_6� /Section FIT— Effective Year Zoning Designation Zoning Ordinance Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,13 Subsequent to Development of lots within subdivisions subsequent to July 10, 1967 July 10, 1967 shall use the setback requirements in place at the time of the approval of the subdivision. 1967 1982, June 11 — 1988,September 19 Corner lot rule Prior to Nov.23, 1992 approved subdivisions * see note on back of form 2002, April 9 2009, May 12 Road Name Setbacks Existing I Required I Proposed iDltference Front 1 Front 2 Side 1 --- Side 2 — ` -- ( Rear 1 ---- ----— Rear 2 Shoreline Travel Cooridor j Overlay Zone Buffer Yes No meets depth,width, &square footage requirements preexisting, nonconforming lot with proper setbacks required frontage on public road has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height (Max. ft.) _ Is lot in a Flood Zone? Floor Area Ratio worksheet required?Zone: WR-1 A Town of Queensbury t i F Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development L 0 - �H W 0 Z *Corner Lot Information for Subdivisions Approved Prior to November 23 1992 Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted until November 23,1992. Therefore,prior to November 23, 1992 parcels within approved subdivisions have one (1) front yard,two (2) side yards,and one (1) rear yard setback. Review Type File No __TActio_n Resolution Date j Zoning Board of Appeals _ Planning Board Town Board Check List Yes No Recreation Fee Paid Engineering Fee Paid _ Site Plan Maps on File I Subdivision Mylar Signed and ! II Filed with County Application appears to conform to the requirements of Section(s) of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other rRe, ie b Stiff _ Dat Notes ---- - i Town of Queensbury V . J o 3 7-rrq ec u u,,res-T 24.: c� `� ce Location: Tax Map No. Subdivision of Recreation Fee required yes no Subdivision 3-7C; 8 Zoning at time of subdivision approval Front setback: ft. S dh Side setback: ft. C �•fF--- Rear setback: ft. Notes- Page 1 of 1 r -1 I . ti r t' R' ScaIsbar length always=300feet ` y http://gby2svr/output/QBURY QBY2SVR112812921814.jpg 7/21/2009