Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2009-546
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 )W Community Development- Building&Codes (518) 761-8256 E R TIFICATE 0.1F COMPLIMN Permit Number. P20090546 Date Issued: Thursday, May 13, 2010 This is to certify that work requested to be done as shown by Permit Number P20090546 has been completed. Tax Map Number: 523400-288-016-0001-020-000-0000 Location: 111 EQUINOX Dr Owner. FRANK&ANDREA VALENTI Applicant: FRANK & ANDREA VALENTI This structure maybe 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 Director of Building&Co e E eznent 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: P20090546 Application Number. A20090546 Tax Map No: 523400-288-016-0001-020-000-0000 Permission is hereby granted to: FRANK&ANDREA VALENTI For property located at: 111 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: FRANK&ANDREA VALENTI Porch $9,600.00 111 EQUINOX Dr Total value LAKE GEORGE,NY 12845 $9,600.00 Contractor or Builder's Name/Address Electrical Inspection Agency LAKE GEORGE PARK CONSTRUCTIO 2997 LAKE SHORE Dr LAKE GEORGE,NY 12845-0000 Plans &Specifications 2009-546 388 sq ft porch $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,November 13,2010 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To`rf-@,,ensb `� Fyi$a November 13,2009 SIGNED BY for the Town of Queensbury. orcement Director of Building&Code E /•_•------------------------------------------------------------------------- -- ------------------- USE ONLY TAX MAP NO. PERMIT NO. 0r 2 FEE PAID � �' d � i) BLDG. &COD S APPROVAL -. ��„�'�,..��_..._zH,�,.t,w,� EI� _.. ....................................... ._..�'O'1t1t�f:t�fi�i�G�:�1 sBUR`v . r - ACCESSORY STRUCTURE BUILDING PERMI sUl` 1 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. OWNER: AL—A�l INSTALLER/BUILDER: Vdk ADDRESS: KOJII.3 !V914 t r 1,) 60 M ADDRESS: 2111 U I.IS I 'pji� V+Gr J PHONE NOS. I �'t'j/, PHONE NOS. SI5 36-7 7� � `5IO Z 66�C,`6os . LOCATION OF PROPERTY: i� Sl� 'fi1'�1�5 SUBDIVISION NAME: �il12'r li7s�sS� ` J� LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: W k1JSfkk-Q�t11 D dVrcYL tc�C/Si7�J� Cj(� HAS THERE BEEN A SITE PLAN REVIEW,VARIANCE OR SUBDIVISION APPROVAL? ❑YES 0 NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $12� --- ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: ; CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: (" PHONE:_ 51a 367 7�.7--4- PROPOSED CONSTRUCTION 1st No PROPOSED FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT SQ.FT. SQ.FT T FT.8 OPEN PORCH DECK 3 SEASO COVERED R ENCLOSED PORCH* + � BOATHOUSE BOATHOUSE WITH SUNDECK I ___1 D c POLE E DETACHED GARAGE(NO.OF CARS:_ OTHER ACCESSORY STRUC' "CONSIDERED FLOOR AREA & MU 3 L�7 7 REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE VI To the best of my knowledge, the ether with the plans and specifications submitted, are ; ;ed work to be done on the described premises and tt ; Zoning Ordinance, and all other laws pertaining to tl whether specified or noted, and that such work is aut stood that I/we shall submit prior to a Certificate of Occup 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 Z61-82�56�OR�EMAIL Queensbury Building & Code Enforcement - Residential F' spection Office No. (518) 761-8256 Arrive: Ysct � m m part: am/pm Date Inspection request received: Inspector's initials: NAME: L P1 M #: CS EL !3L LOCATION: \ D T TYPE OF STRUCTURE: Comments,• Y AUA 4' BulldN 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 decks atios 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 silt plate Gas Valve shut-off txpAsed/regulator 18 inches above grade Interior priM/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safe glazing,/Window in stairwells sp§V glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batts 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 I Insulation Certification Floor truss,draft stop 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 Valve(sl installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%'Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed ProWy Gas Logo in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic S stem/Sewer Dept. inspection Sticker Site Plan /Variance required Flood Plain Certification ' uired Oka to issue C I C C I® e ora ertnanent �-�C�EL►�p L T- LABuilding&Codes FormslBuilding&CodeMInspection FormsWesidential Final Inspection Fonn revised_100405.doc;Revised January 7,2008;Revised 6/26/08 } Queensbury Building & Code Enforcement - R identiai F' I Ins ion Office No. (518)761-8256 Arrive: a m Date Inspection request received: Inspector's Initials: NAME: A PE I _ LOCATION: DA TYPE OF STRUCTURE: Comments' WA Number Address visible from road CBuilding himnmne Height/"B"Vent/Direct Vent Location C� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Co lei/Exterior Finish Complete Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs decks atios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deckporches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/HandicappedRamp 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 waterti ht Safety lath /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 acoessible 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 I Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum 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 Are Fault Breaker in Bedrooms Flex Gas Pipe Bondin As Built Septic System/Sewer Dept. Ins ion Sticker ---7 L}� �Zj� Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent I L:\Building&Codes Forms\Building&Codes\inspection Forms\Residential Final Inspection Forrr_revised_100405.doc;Revised January 7,2008;Revised WM08 a Re: b093594 The truss drawing(s)referenced below have been prepared by Robbins Engineering,Inc.under my direct supervision based on the parameters provided by Saratoga Lumber Traders, Inc.. Pages or sheets covered by this seal: T3547419 thru T3547419 My license renewal date for the state of New York is June 30,2011. Uj <7 07;1357-" fi t'FCSS10�4 November 17,2009 Albani,Thomas The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-1 Sec. 2. 6904 Parke East Boulevard Tampa, FL 33610-4115 Phone: 813-972-1135 *Fax: 813-971-6117 www.robbinseng.com DALLAS TAMPA FT. WORTH Job: b093594 Mark: R1 Quantity: 8 Type: SCI2 Span: 220600 PI-HI: 4 Left OH: 1- 4- 0 P Right OR: 1- 4- 0 P Page 1 Lake George Campsite ALL PLATES CENTERED CSI SIZE LDNBER Brace truss as follows: HIMINt1M REACTIONS: Loner"Truss NOTES: ON JOINTS EXCEPT: TOP 0 98 2x 4 1650F1.5 O.C. From To JT REACT ACT BID REQ BID +6 Wind Load Case(.) Trusses Manufactured by: JT PLATE SIZE x y BTM 1.00 2%4 1650F1.5 TC Cont. 0-0-0 22- 6- 0 LES IN-SX IN-BR +2 Unbal. Load Case(.) SARATCGA LUMBER TRADERS A 5 00a12.00 12.29 4 20 RES 0.54 2..4 SPFS-42 BC 72.0" 0-0- 0 22- 6- 0 A 1465 3-8 2-15 +1 USC Load Case Analyse.Conforms To: C 5 00.12,00 -12.29 4.20 One Continuous Lateral Brace hz s-56 + 1 Dead Load Case IBC/IRC2006 D 6.00.10.00 CNTR-0.26 TC Fb=1.15 Fc=1.30 Ft=1.30 E-D D-F C 1465 3-8 2-15 TPI 2002 BC Fb=1.10 Fc=1 10 Ft=1.10 Attach CLB rith (2)-10d nails hr=56 ON Loading at -4^each web Soffrt psf 2.0 UPLIFT FOUND AT BEARINGS Thra truss has been designed BRG UPLIFT BRG UPLIFT for 20.0 paf LL on the B.C. Lee LBS where a rectangle A 355 C 355 r a6ea0 tall by i-0-0 wide TL Defl -1.02" in A r'-D L/257 11 fit between the B.C. LL Defl -0.74" in A-D L/355 and any other ellaber. Br Disp LL DL TL Design checked for IIIpaf non- Jt C 0.39" 0.15" 0.54" concurrent LL on W. Shear//Grain in E-B 0.73 Trues 1.designed for no ceiling load. Nrnd Loads-ANSI /ASCE 7-05 Truss is designed as a Main Nrnd-Force Resistance System. Wind Speed: 90 mph Kean Roof Height: 25-0 ERPosure Category: C Occupancy Factor . 1.00 Building Type: Enclosed Eone location: Exterior TC Dead Load 6.0 paf Sx5= BC Dead Load 1.0 paf B Beef Snow Load Par ASCE 7-05 HO 3-15 HO 3-15 Ground Snow Load= 60.0 paf --_ Ratio Load = 0.0 paf \ Zlnportsnce Factor 1.00 4 F `` Thermal Factoz 1.30 4x4= 1 4x4- Eapasoce Factor I.Oo Balanced Load Factor 0.77 Ursbal snow loads checked i 4-6-0 TC IC T Notes Continued On Page 2 4-0-15 - _ D - _-- �- 1-9-15D 5x12= -- - 6x10- ---- - _ _ 5x12 -- -A -� - - BC BC -- C ISO W:308 W:308 F �E TC 1-4-0 6-2-13 11-3-0 16-3-4 22-6-0 ---- -1- -- - -- - - - - - -- - 22 r u L s. ALL PLATES ARE MT2020 _} w C? >7357't <11i; v �QFES S101A BY: November 17,2009 Robbins Engineering, Inc. RBEER TO ROBBINS ENG. GENERAL 6904 Parke Beat Blvd. NOTES AND SYMBOLS SHEET FOR Scale: 0.300•• 1' Tampa, FL 33610 ADDITIONAL SPBCIFICATIONS. Robbins Engineering, Inc./Online Plus"' �Conne<tor places shall be applied on bothfaces of truss el evsM1,IdnL Centerthepbta, Robbins Eng.Co.been no rnpoosibihly rot the erection of trusses,field hrecinR or ld-indicaled otherwise.No hove anon or w...irldit conlacl-it,5plkeonly permauenllrnr baling.Refer to BCSI I-03 as lbibhed by the Truss Plate lnatitum, Auto $ROM Loading Designer: whereshows.Overdlapao me4"b...I,,. .rh evtl,unlnsindicetad otherwiu. 218 Nonb Lee Street Suite 312,Alerandria,VA 22314.Pemens erecting trusses al TC Live 46.2 psf ' Checker: C-a,,andfabricatlon than be performed on equipment whieh preductt sn ug-Httiag rautio^ed to Ink professional advise--itiog properernlien bld.g to prevent pial.endplatea.Unless otherwtu eoted,moiNure content of lumber agall,wl eseaed topptinaad"dominmog".Care should be liken to prevent damage duringrebricatwn, TC Dead 1p pf Rev iewEr: Il%It Bme offabriretien and this design6-itpplieable 11111 with fin retardant terage,vMppingind-fli t.Top and bottom cM1orda shall he adequetelybreced is the BC Live 0 pssf Designed: lumber Intl some preaerwtive treatments.This design was prepared iii-rdance with absenor d Biolbiogor rigid ldling,nspectirdy.It is the reap...ibility ofinh-to BC Dead 2 psf Rev No: "National DmiRa Specif aliens rot Wood Conslrunio^"(AFPA),"National Design aacedain than the dttign load,ut8'ued-thin drawing meet or exceed the-ill dead Standard for Metal Fall Connected Wood Truss C...trumon"(ANS171'PI 1),and IF IB) beds lmpead by the structure and t M1e live bads imposed by the bra t hu co del de or Total 58.2 psf Rev Date: , Dttig.crhn e.for Treed Ranern hl,todcal climatic records. Lwaber SL 1.15 Run Date: 11/17/09 Plate $I 5 Version: 25.0.008 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. Spacing -24.0 in. Drawing: T3547419 IT IS THE RFSPO.NSIBILIT3 OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&&VERIFY THAT DATA INCLUDING DIM.AND LOADS CONFORM 10 ABC".PLAN/SPECS AND FAB.TRUSS PLACEMENT DIAGRAM. Robbins Engineering,Inc./Online Plus-®1996-2009 Version 25.0.008 Engineering Review Drawing 11/17/2009 2:52:55 PM Page 1 of 2 Job: b093594 Mark: Rl Quantity: 8 Type: SCI2 Span: 220600 Pl-Hl: 4 Left OH: 1- 4- 0 P Right OH: 1- 4- 0 P Page 2 Lake George Campsite Notes continued From Page 1 Par-to-ridge not req'd Max C.W. force 5481 Lb. Max ten,. force 5264 Lb, Fabrication Tolerance=20% This truss is deigned for a c eep factor of 1.5 which is,ed to calculate total load deflection. OF NE * =�Uj 0 7357.1 �0 SSIQ�P November 17,2009 I Robbins Engineering,Inc/Online PlusTM©1996-2009 Version 25.0.008 Engineering Review DraWng 11117/2009 2:52:55 PM Page 2 of 2 LAKE O OR ONPARKCONS R. C. NOCHOLSON 2997 LANE SHORE ORIYE LANE oEoloe NEW YOM 12845 OFFICEry 518.008-00pe CELL 818-707-7:*G 1HE1+Iaiaisa+aactaaLcuA W „ z plzi � QI U4. X W Z ` x LL 5/8" PLYW,OOD < 0� 1-17 SCISSOR Tf USS tl 24" O.C. I 3- 2X1OX16 7' 6X6 0 n DATE DRAWN TO BE SCREENED 10-28-2009 c EXISTING DECK; DRAWN BY cu NG 6X6 $.NICHOLSON EXISTING 8" SONATUBES 4§' DEEP DAT ;; REVISED XXX 7'-0" .,. 81-0" 7'-.0" XXX FRONT ELEVATION sHET OF �JOB NUMBER VALENTI CONSTl UC110NPARK R. C. NkCHOLSON 2997 LAKE MORE DRIVE LAKE X00E NEW YM 12"5 CFFICE: as e.aos—Daps CELL a'1a-307-7,:yXa S}1ENICii SOCMAA-COA/ Z Q f"' 5f8i" PLYWOOD Lli x Li SCISSOR TRUSS Z h x J 240"D.C. ¢�Z z J .i Z OE "' c%3 L+- 3— 2}10X16 \-7` 6X,(6 T— 0' 7,_0• TO BE SCREENED „ I DATE, DRAWN EXlS11NG DECK 10-28-2Q09 EXIS�NG 6X6 EXIST NG 8° [DRAWN BY SONATUBES 48 DEEP $,NICHOLSON SIDE ELEVATION 7'-0•_ DATE!' REVISED XXX XXX SHEET 2 OF JOB "NUMBER VALENTI "� CONST�UCTION PARK" � R. C. N�CHOLSON 2M7 LAKE;;SNORE ORIYE LAKE OEaW NEW YORK 12515 OFFICE: a�a.eea—oapa CCLL at6-307-7ZgG 7 1_C n 8,I_Q II IMiNICH 1 I M POST W Li Z ¢ max a= DECK HOUSE ¢ X a G, � I ❑ DATE, DRAWN 11, 10-28-2p09 DRAW?�N BY C' SAICHOLSON DATta° REVISED XXX XXX ❑ ❑ SHEET ., 77 PLAN 30F JOB "NUMBER