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2008-071 TOWN OF QUE EN SBURY FoN742 Bay Road,Queensbury,NY 12804-5902 (518)761-8241 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080071 Date Issued: Tuesday, May 27, 2008 This is to certify that work requested to be done as shown by Permit Number P20080071 has been completed. Location: 16 LYNN Ave Tax Map Number. 523400-303-016-0001-075-000-0000 Owner: RONALD & TANYA DUFOUR Applicant: RONALD & TANYA DUFOUR This structure may be occupied as a: ... Garage - 2 Cars Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the (---" ,„„P 4 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& e E oreement Planning Board or Zoning Board of Appeals, TOWN OF QUEENSBURY Illiklbak 4.0c0 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080071 Application Number: A20080071 Tax Map No: 523400-303-016-0001-075-000-0000 Permission is hereby granted to: RONALD & TANYA DUFOUR For property located at: 16 LYNN 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. Type of Construction Value Owner Address: RONALD &TANYA DUFOUR Garage 2 Cars Detached $19,000.00 16 LYNN Ave QUEENSBURY,NY 12804-0000 Total Value $I9,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency CATONE CONSTRUCTION NY 12804-0000 Plans &Specifications 2008-071 832 SQ FT (1ST FLOOR), 384 SQ FT(2ND FLOOR)DETACHED GARAGE $121.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,April 29, 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 To eens ry; ` ef/ • •, • pril 29, 2008 SIGNED BY \ for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY TAX MAP NO. _ " --/0 PERMIT NO. 6.'C, -0 7 I FEE PAID BLDG.&CODES APPROVAL OUEE Y BUILDING & CODES ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION 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: Q -1-o°ny c, .C`-i( INSTALLER/BUILDER: ect4on e Cn gy\ ADDRESS: I( L yn v/ q-ve ADDRESS: ' 7 �10 IN f ivA5 C- (11.04-e+vb. PHONE NOS. -7 " 378-) PHONE NOS. 3 6 I-(26 3(1 LOCATION OF PROPERTY: SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ESTIMATED COST OF CONSTRUCTION: $ /y,CG° ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: PROPOSED CONSTRUCTION 18T FLOOR 2ND FLOOR TOTAL PROPOSED SQ.FT. SQ.FT. SQ.FT. HEIGHT FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: a ) '3 3 frl 3 OTHER ACCESSORY STRUCTURE: C/ *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 Dlra'tnr of rat A- r,..•u et - Job:JOB16516 Mark: Ri Quantity: 14 Type: ATI2 Span: 260000 P1-H1: 9 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 CATONE GRANVILLE BRANCH f ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES: ON JOINTS EXCEPT: TOP 0.93 2x 6 SP-SS 0.C. From To JT REACT ACT WID REQ WID Auto Attic/Snow Loading Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.69 2x 8 SP-SS TC Cont. 0- 0- 0 26- 0- 0 LBS IN-SX IN-SX Total Design Loads SARATOGA LUMBER TRADERS S1 6.00x10.00W 0.15 0.20 WBS 0.52 2x 4 SPFS-#2 BC Cont. 0- 0- 0 26- 0- 0 A 2470 3- 8 2-15 plf - Live Dead From To Analysis Conforms To: B 3.00x 4.00 CNTR 0.31 hz = -224 TC V 92 20 0.0 7.0 ANSI/TPI 95 6 02 D 6.00x 6.00 CNTR -1.81 TC Fb=1.15 Fc=1.10 Ft=i.10 G 2470 3- 8 2-15 TC V 92 34 7.0 10.1 ON Loading F 3.00x 4.00 CNTR 0.31 BC Fb=1.10 Fc=1.10 Ft=1.10 hz = 224 TC V 92 20 10.1 13.0 Soffit psf 2.0 S2 6.00x10.00W 0.15 0.20 TC V 92 20 13.0 15.9 Design checked for LL on BC H 7.00x10.00 CNTR 1.38 UPLIFT FOUND AT BEARINGS TC V 92 34 15.9 19.0 per BOCA (section 1606.2.3), I 7.00x10.00 CNTR 1.38 BRG f UPLIFT BRG UPLIFT TC V 92 20 19.0 26.0 IBC/IRC-2003 and FBC 2004 LBS LBS I BC V 0 10 0.0 7.0 (section 1607.1), 20.0 psf. A 208 G 208 BC V 60 30 7.0 19.0 Design checked for 10 psf non- BC V 0 10 19.0 26.0 concurrent LL on BC. TL Defl -0.91" in I -H L/334 WE V 0 14 C E Wind Loads - ANSI / ASCE 7-02 LL Defl -0.66" in I -H L/461 WB S 0 14 B I Truss is designed as a Main Shear // Grain in B -C 0.94 NB S 0 14 F H Wind-Force Resistance System. + 5 Wind Load Cases Wind Speed: 90 mph + 2 Unbal. Load Cases Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed 6x6- Zone location: Exterior HO 7-2 HO 7-2 TC Dead Load : 6.0 psf HH 4 D HE 4 BC Dead Load 3.0 psf 614 Roof Snow Load per,ASCE 7-02 3x6 3x6 Ground Snow Load = 60.0 psf C E Rain Load = 0.0 psf Importance Factor 1.00 Thermal Factor 1.10 Factor 1.00 9 3x41 I TCU 1 `7 WO TCU 3x411 BalancedExposure Load Factor 0.77 6x10� B F 6x10:, Unbalanced Load Factor 1.50 11-0-14 S1 S2 Unbalanced Loads Checked ' 11 .1 Load Factors = 1.50 and 0.00 10-4-2 1 Max comp. force 3296 Lbs 2x4� o 2x4i I Max tens. force 2658 Lbs K j I L I Quality Control Factor 1.00 m WI. TCL 1 .... / ►- ;h6 5x6- I 5x6- A ..\,i�ii 12- 0- 0 G 1 BCL I BIM H BCL g4 7x1011 7x1011 n W:308 - W:308 8:2470 R:2430 o: :207 SPL SPL i U: 207 o 0 o TC '-' 3-6-6 1 6-10-4 10-1-5 113-0-0 115-10-111 19-1-12 22-5-10 1 26-0-0 ri BC: 6-10-4 19-1-12 I 26-0-0 ,a 26-0-0 I p ALL PLATES ARE MT2020[ {, REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus"` APPROX. TRUSS WEIGHT: 242.4 LBS Scale: 3/16"=1' ROBBINS connector plates shall be applied on both faces of truss at each joint Robbins Eng.Co.hems no responsibility for the erection of trusses,field bracing or Center the plates,unless indicated otherwise.No loose knots or wane in plate contact permanent truss bracing.Refer to SCSI 1-03 as published by the Tross Plate Auto Attic/Snow Loading Designer: Lucas Ahl area.Splice only where shown.Oveeall spans assume 4"bearings at each end,wnkss Institute,218 North Lee Street,Suite 312,Alexandria,VA 22314.Persons erecting TC Live 46.2 psf Checker: indicated otherwise.Cutting and fabrication shall be performed on equipment ols It ionsses arc eautioned to seek professional advice concentiug proper erection bracing .,0 ,,.,,, produces snug-fitting joints and plates.Unless otherwise noted,moisture content of to prevent toppling and"dominoing".Care should be taken to prevent damage TC Dead 10 psf Reviewer: ''$••'F lumber shall not exceed 19%at time of fabrication and this design is not applicable during fabrication,storage,shipping and erection.Top and bottom chords shall be BC Live 0 psf Designed: for use with fire retardant lumber and some preservative treatments.This design was adequately braced in the absence of sheathing or rigid ceiling,respectively.It is the BC Dead 5 psf Rev No: r prepared in accordance with"National Design Specifications for Wood Constroction" responsibility of others to ascertain that the design loads utilized on this drawing meet �' ' ,�L_-0. (AFPA),"National Design Standard fur Metal Plate Connected Wood Truss or exceed the actual deal to I.to,n"..rd t..-a.,w=m..,....u.e n,."w„ra rmpae0, Total 61.2 psf Rev Data: CC+� ^-"uaaa so by the local building code or historical chmatw records. fj�_ �•.•.-•--.e••..-���-•,.••_..,..,n,._..a..�....,.,_w��...„., g j Lumber SI 1.00 Run Date: 02/25/08 Plate SI 1.00 Version: 21.0.059 FURNISH A COPY OF TINS DESIGN To ERECTION CONTRACTOR. Spacing 24.0 in. Drawing: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&VERIFY P g g' THAT DATA INCLUDING DIM.&LOADS CONFORM TO ARCH.PLAN/SPECS&FAB.TRUSS PLACEMENT DIAGRAM . 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I 1 i I 1 {-- I I ' J i 1 +_ I -� 1 I I —I • I I I I 1 I 1 I 1 I 1 I i_ I 11 1 1 1 fjj �— 1 1 , 1 1 ; • ram. 1 i~ I I ( 1 1 1 4- -I �— 1 3 Imo:: C P �I I ' 1 f 1 i I ' ! 1 I - 1 1 ; I r- ; - 11 I I I i ! i I ! i I j I • Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: n. ,am/pm 4.59part: am/pm Date Inspection request received: Inspectoris`Ini`tlals: 3 NAME: 1/45- PERMIT#: /V j 67-7 LOCATION: - DATE:- f TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" J Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios and at stairwell at 34 in. or more Guard at deck,porches 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 '/2" 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 Safety glazing/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 I'/4 hour fire door/door closer iDuct 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 sq. ft.-150 sq. ft. vents Building No./Address visible from road Final Electrical 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/0[Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Qu nsbury uilding & Code Enforcement - Residential Final Inspection Office No. (518) 61-8258 Arrive: a f! am/ /D part: am/pm Date Inspection request r ed: l Or ins o sr' Initials: . v NAME: � � D PERMIT#: V� 7 LOCATION: ((a ; DATE: a,r{ TYPE OF STRUCTURE: V \ Comments; 0, Yes No WA 4° Building 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 1 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 ' Handrail Termination at Newell Post or Waltz n✓ ,• k-i ram/ Interior/Exterior Railings 34 inches to 38 ides Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet ( / 6 inch clearance to sill plate L C�- Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/truth I doors/main entrance 36 inches (�',7 <7 Bathroom 1 Kitchen watertight 3�, ' - 7 7 Safety 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 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation 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 Fumace/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 dosed rise>4 inches Garage Floor Pitdod Garage fireproofing/'/.hour fire door/door closer Duct work Sealed properly 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 Flood Plain Certification,if required Okay to issue C!C or C/01 Temporary/Permanent] 1 X I L:\Building&Codes FormssBuilding&Codesilnspection Forms1Residential Final Inspection Form revised_100405.doc;Revised January 7,2008 . * -/0 �= b AY7 Foundation Inspection Report Office No.(518)761-8256 Date Ins tionequest received: Queensbury Building&Code Enforcement Arrive: Li am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: c--. o�� PERMIT#: ()f� LOCATION: ,�� i' , INSPECT ON: % TYPE OF STRUCTURE: Comments �' Y N N/A Footings Monolithic Slab Reinforcement in Place .•' 44,Li / The contractor is responsible Y6r 1 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 a Backfill Approval FROM& 415 (Je2A-(7& .-r Plumbing Under Slab PVC/Cast/Copper $ACK r(�- Al- t f✓�b�I C RIJC K 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