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2004-143 .11"Aki TOWN OF QUEENSBURY n�� 742 Bay Road,Quee sbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20040143 Date Issued: Wednesday, February 01, 2006 This is to certify that work requested to be done as shown by Permit Number P20040143 has been completed. Tax Map Number: 523400-278-020-0001-007-000-0000 Location: 1037 BAY Rd Owner: RANDALL & CYNTHIA HUBER Applicant: RANDALL & CYNTHIA HUBER This structure may be occupied as a: Storage Building By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve theriuit9wproperty 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&Code Enforcement 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: P20040143 Application Number: A20040143 Tax Map No: 523400-278-020-0001-007-000-0000 Permission is hereby granted to: R AND AT,T,& CYNTHIA HITRER For property located at: 1037 BAY 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: RANDALL& CYNTHIA HUBER 1037 BAY Rd Storage Building $17,000.00 Total Value $17,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-143 (AREA VARIANCE 11-2004) 1080 SQ FT STORAGE BUILDING $108.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: riday, June 09, 2006 (If a longer period is required,an application for an extension must be made to the code)nfin lc of the Town of Queensbury before the expiration date.) Dated at the own Que bu ; f i ' • .ay, June 09, 2004 SIGNED BY V for the Town of Queensbury. Director of Building&Code Enforcement 004 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 I FIT* Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040143 Application Number: A20040143 Tax Map No: 523400-278-020-0001-007-000-0000 Permission is hereby granted to: RANDALI,& CYNTHIA HT TRRR For property located at: 1037 BAY 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: RANDALL& CYNTHIA HUBER 1037 BAY Rd Storage Building $17,000.00 Total Value $17,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-143 (AREA VARIANCE 11-2004) 1080 SQ FT STORAGE BUILDING $108.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, June 09, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at th o of Qu s ry; / ednesday, June 09, 2004 4. SIGNED BY ' Y for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No.;) No inspection will be made until applicant has received a Foe Paid /9 . valid building permit. All applicants' spaces on this Rec.Fee Paid/$ application must be completed and must appear on the Reviewed B . 1 application form. Applicant: e• Owner: ,f-- { f Address: :/;%.3 7 n, , ,ti ( Address:/a a ,q - 2�Q, Gcc e Nut bcr2/ - `L/ /�(5 Gt� �usl arje 1 �ZJ; /2 • Phone#(sa") R �-- Phone#(9') ___s-/ c' y Property Location: Lot Number: /, Ouse Number/C3 7/ � • Subdivision Name: ` `' `' ?G 'ax Map Number 4/ ` /—l3 TOWN pF(?UEENSBURy 8t11CDING A g/New Building: residence / Market Value of Construction: $ 0 Addition: residence/ commercial If an Addition,what will use of new addition be? 0 Alteration: residence/ commercial 0 No change to exterior size: residence/com'l • 0 Other work(describe ) Check Occupancylnformation 1"Floor 2A0 Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet 0 Single family dwelling o Two family dwelling o Townhouse O Multifamily dwelling #of units o Office o Mercantile o Manufacturing se 1 car detached garage i 2 car detached garage O 3 car detached garage O 1 car attached garage 0 2 car attached garage O 3 car attached garage o Storage building- commercial " rage building- residential • x (36 a?0 slid" Other What is the proposed height of the structure .q/ feet inches Will any second-hand or ungraded lumber be used? If so,for what? A Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: /vc jZC= Number of Fireplaces to be installed/1.-'c-Z% Number of Woodstoves to be installed A 'd .'c List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder 4,1,0 ( /;4‘le-=r /G 3 7 , ° ice'y Plumber "uos.e-- Mason Electrician Declaratioly; 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. 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 A irni.+;atrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature: / �y' `4<-Omer,owner's agent,architect,contractor Queensbury Building & Code Enforcement - Resid • 1 Fi Enspection die Office No.(518)761-8256 Arrive: - /De •. kp.'I • Date Inspection request received: 4.Jf�',- -30. ' Inspector's Initia • /". NAME: ('c 1 �o =66 1.- (13 IT#: LOCATION: t 6 ti7 I -;l E: `.t 31 � c TYPE OF STRUCTURE: rz ; Ill °Yo Ii b Comments lino tl C Yes N/A Building Number/Address visible from road AU j _ 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 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 Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers 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 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 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required ----. Okay to issue C/C or C/0[Temporary/P iiianent �.---- L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc ink t `�?-0 1D IJ Queensbury Building & Code Enforcement - Residenti indl Inspection Office No.(518)761-8256 Arrive: pm epart: Date Inspection request received: Inspector's Initia : NAME: P IT#: � ' ( L LOCATION: rTE: y I „ _�—� TYPE OF STRUCTURE: Comments Y N N/A1 Chimney Ht./"B"Vent/Direct Vent Location S(./ �'� b C Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Coplete9/1 Guard 30 in.or more(a)stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete f �� Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Vsk.A3,--p Enclosed Stairs Sheetrock Underside minimum ''Y" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall -�'� _„ t ? 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above gradetc 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 CA.-0 (AA A), Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Sbt5\T \ 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/%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 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 / V Okay to issue C/C or C/0 f Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insn. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE )-/'ELECTRICAL APPROVAL Permit No. Cert. V 4 14 0 Cut-in Card No. Owner ��-u, 6 6-7 .QQ �..i... Location /0 31 /JAY ,2ia Installation Consisting of L...°i /. /2g7--erigi /3 £-1 17-5 Installed By Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege ofmaking ections at any time, and if its rules are violated,the Company shall have the right to�eo e this rtif ate. Date./.. /6-0,� INSPECTORS Member N.F.P.A.,I.A.E.I. 966. Queensbury Building & Code Enforcement - Resideut,Al Final Inspection • Office No.(518)761-8256 Arrive: am/ m p �3� , a Date Inspection request received: Inspector's Initials: , '31) v NAME: Ct, PE IT#: O "`/ Li 3 LOCATION: D TE: / - � TYPE OF STRUCTURE: *-11t1;(-7,c )-(7-Zf.._� Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location LI-' Pc.U>p Ls".c ti, Ns Fresh Air Intake / ). 3 inch Plumb Vent through roof minimum 6" J_ '1;W'\LA--1? — Lj i4-- -- Roof Complete/Exterior Finish Complete �/ ; ft Guard 30 in.or more(ad stairs,decks,patios \/ Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete l _% k-\ t,U ,y.�i.-/ Interior/Exterior Railings 34 in. to 38 in. 62_ Platform at all exterior doors ;` I2A 1 ��,. ?�\�—� Interior Handrails stairs 2 or more risers _ c.)0., Enclosed Stairs Sheetrock Underside minimum '/2" Gypsum , Grade away from foundation 6 in.with 10 ft. ,j I Handrail Termination at Newell Post or Wall j/ 6 inch clearance to sill plate V Gas Valve shut-off exposed/regulator 18"above grade 0 f\FF Gas Furnace shut-off within 30 ft.or within line of site 3b 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. i l� Bathroom/Kitchen watertight 341 Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: `N 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 FIoor Pitched Garage fireproofing/'/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 f 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 r Final Survey Plot Plan /i < 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re. 'est ece e•. �/ "� Queensbury Building& Code Enforcement Arrive: - p 1-.art: •o _0)- 742 Bay Road, Queensbury, NY 12804 Inspector's Init.•1 NAME: .' 1..� :k' / '7�`( PERMIT#: 011-- 3 LOCATION: I O � � INSPECT ON: — ' TYPE OF STRUCTURE: Y N N/A COMMENTS raming / Jack Studs/Headers / V — 13 -C.Cl1/4)10j.1 ‘2j Bracing/BridgingcC)Joist hangers / ‘ kL h Jack Posts/Main Beams J Exterior sheeting nailed properly r... t„A imi . 12"O.C. _ -- j�J Headroom 6 ft. 8 in. t l � V� C is1/4t_ Ak Stairwells 36 in. or more ���� Headroom 6 ft. 8 in. 1-(-c c-VeyNotches/Holes/Bearing Walls 0 \A\-1- Metal Strapping for Notches Top Plate 1 %2 (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 ©c Fire separation 1, 2, 3 hour 61' tb' O ( \"N- -Qc c( Fire wall 2, 3, 4 hour LUI C.V- - {k tv LV\t>sz,_ Firestopping hTLA C.-vV-0 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 L:ASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 --) Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: : 1C f '�17 PERMIT#: /14 LOCATION: /0 3 7 INSPECT ON: to -�/ TYPE OF STRUCTURE: ` , V.C�( 8 f Comments Y N N/A 6/ � Footings !�( � / Piers Mo olithic Slab inforcement in Place The contractor is responsible for providing protection from freezin for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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 Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L\SueHemingway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development Project for: ,- ''`� 'i� Permit No. 2004 _7_ Applicant Name: i'/ i4iu, ,41041erl r Application Tax Map No. -7g', aO-/ -7 L .Lot No. House No. t O3 7 R 2004 ro street Mobile Home Park: ing Administrator Subdivision: TO OF QUEENSBURY Planned Unit Dev. Parcel Size: acres Current Zoning: (April 9,2002 Zoning Ordinance)at time of this Permit Application Zoning Ordinance effective at time of Subdivision approval by Planning Board: Note Regarding Approved Subdivisions: YEAR. ZONING b 1967 Prior to November 23, 1992;corner lot(2 1982 June 11 front yards)did not apply to zoning. 1988 September 19 All new development must conform to 2002 April 9,2002 current zoning. Setbacks: Existing Required Proposed Zoning Information 'Front 1 5 r7. U ±. The latest Zoning Ordinance Front 2 is effective April 9,2002 (if corner and shoreline) T.ncal T.aw 1 of 21102 Side 1 s >y-- 5 3, (P Side 2 z) cS$ O 4 - Rear 1 - 3cO 4 -v._ AJ ) - - Rear 2 ,„,,i.e,, • Shoreline Travel Corridor Overlay Zone Buffer #1207--11.--------. 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-1A(effective Z.Ordinance 1988) Application appears to conform to the requirements of Section(s): of the local Town Code. Town of Queensbury Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development Drawing Space and Comments: away( aioetinfo fe,ht_ conete ,ti,)/kt 7/44 Parcel History Additional review required by Zoning Board of Appeals Planning Board Town Board comments: Zoning Board of Appeals File No. Action Resolution Date Use Variance Area Variance Ii- ' 3I l7 a Wit Sign Variance t Other Planning Board File No. Action Resolution Date Site Plan Review Subdivision PUD(Planned Unit Dev.) Other Recreation Fees Paid Engineering Fees Paid Site Plan Maps on File Subdivision Mylar Signed and Filed REVIEWED BY AFF(initial) TE NOTES r�9 . Town of Queensbury JnoLi /y.:3 Zoning Board of Appeals—Record of Resolution Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8 38 s a XL:\RESOLUTIONS\2004\AV 11-2004 Huber.doc Lewis N. Stone, Chairman Charles A. McNulty, Secretary 192 Lake Parkway 14 Twicwood Lane Lake George,New York 12845 Queensbury,New York 12804 TO: Randall L. Huber PROJECT FOR: Randall L. Huber 1037 Bay Road 1037 Bay Road Queensbury,NY 12804 The Queensbury Zoning Board of Appeals has reviewed the following request at the below stated meeting and has resolved the following: Area Variance No. 11-2004, Randall L. Huber Meeting Date: Wednesday, March 17, 2004 Approved X_ Denied Tabled Withdrawn SEQRA Review [Tabled: applicant has sixty(60 days)to come back with the application] MOTION TO APPROVE AREA VARIANCE NO. 11-2004 RANDALL L. HUBER, Introduced by Charles Abbate who moved for its adoption, seconded by Roy Urrico: 1037 Bay Road. The description of the project that I'm going to propose a motion to approve which will deal with the second garage. The applicant has proposed a second garage on the property, and the relief that he is requesting is that he would like to have a second garage, because based upon the Zoning Administrator's interpretation, this is not a storage shed, but rather a second garage. The question then becomes relief required. Well, the applicant is requesting a second garage, and the question I have to raise, is this going to produce an undesirable change to the neighborhood or a detriment to nearby properties? Well, I personally went out there and took a look at it, and based upon the size of the property, it is my opinion,Mr. Chairman, that it would not. The benefit to the applicant, the benefit to the applicant was made obvious in the verbal testimony of not only the applicant, but of the individual who supported it as well, in that, based upon the size of the lot, the size of the property, the maintenance required, it just makes some common sense that another type of facility would be required to store his accessories. Feasible alternatives, there are always feasible alternatives. In this particular case, I do believe that his request is reasonable, based upon the size of the property, and is this relief substantial relative to the Ordinance? Well, is this relief substantial, that's a difficult one to answer. Is it objective or subjective? In my opinion, in this set of circumstances presented to us, Page 1 of 3 Approval of the application means that the applicant can now apply for a Building Permit unless your lands are Adirondack Park Jurisdictional or other approvals are necessary(such as review by the Queensbury Planning Board.) ' y Zoning Board of Appeals—Record of Resolution Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8238 • Continued resolution: Area Variance No. 11-2004, Randall L. Huber Meeting Date: Wednesday,March 17, 2004 it is substantial. The effects on the neighborhood. The applicant has made an effort to seek support and suggestions from his neighbors for the proposed project, and as such there was support and no objections. So, effect on the neighborhood, it would appear that the neighbors don't object. So I have to assume, then, there is no adverse effect on the neighborhood. Is the difficulty self-created? Again, subjective, self-created. Probably so, it probably is self-created. However, Mr. Chairman, on balance, I believe that we should support, based upon the information provided by the applicant, the support by the neighbors, the verbal testimony of the public, we should support and approve Area Variance No. 11-2004, dealing with permission to build a second garage. Duly adopted this 17th day of March, 2004, by the following vote: AYES: Mr. Underwood,Mr. McNulty,Mr. Urrico, Mr. Abbate,Mr. Stone NOES: Mr. Bryant ABSENT: Mr. Hayes MOTION TO APPROVE AREA VARIANCE NO. 11-2004 RANDALL L. HUBER, Introduced by James Underwood who moved for its adoption, seconded by Charles Abbate: 1037 Bay Road. The applicant has previously obtained a variance for a second garage, and he's asking for 188 square feet of relief from the 900 square foot maximum size requirement for a garage, and that's, again, out of Section 179-5-020, Section D. As requested, he explained that he needs this garage for storage of a boat and for the addition of a workshop on the side. Page 2 of 3 11111 Approval of the application means that the applicant can now apply for a Building Permit unless your lands are Adirondack Park Jurisdictional or other approvals are necessary(such as review by the Queensbury Planning Board.) IPV' Zoning Board of Appeals—Record of Resolution Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8238 4110 Continued resolution: Area Variance No. 11-2004,Randall L. Huber Meeting Date: Wednesday,March 17, 2004 Duly adopted this 17th day of March, 2004, by the following vote: AYES: Mr. McNulty,Mr. Urrico,Mr. Abbate,Mr.Underwood, Mr. Stone NOES: Mr. Bryant ABSENT: Mr.Hayes Sincerely, Lewis N. Stone, Chairman Queensbury Zoning Board of Appeals LS/sh Page 3 of 3 Approval of the application means that the applicant can now apply for a Building Permit unless your lands are Adirondack Park Jurisdictional or other approvals are necessary(such as review by the Queensbury Planning Board.) JOB SITE COPY JOB KEY: MA11003 HUBER JOB QUOTE # R060104 30� KINGSBURY, NY� - Q _ 0 -igp. '0 O " m 11 • E% O N 's It N z r' N- 0 w L w ~ % ~ T1 Ct CO CO 0 - - O 8,0 40 ;0I!' m 0 Lu % z II 0 m ' I s I . . I I I I I . . cn w 0 PER BART 5/24/04 NEW RUN IS 30' 30' H JOB NO: 04-6685 REV. 6/01/04 PAGE NO: POINT LOAD OF 1350#WAS ADDED TO T.C. 1 OF 1 v'ro�i'V {j Q .p , RY Area Variance Compliance Inspection Report Project Name: Randall Huber Project Location: 1037 Bay Road, Queensbury, NY Tax Map No.: 278.20-1-7 Mailing Address: 1037 Bay Road, Queensbury, NY 12804 Area Variance No.: 11-2004 Building Permit No.: 2004-143 Date: February 2, 2006 Dear Mr. Huber: During an area variance compliance inspection on February 1, 2006, your project was determined to be in compliance per the relief granted in your approval. Should you have any questions or concerns please contact this office. Sincerely yours, 73--€44,c-‹ ,1179-, .t Bruce Frank Code Compliance Officer x Regular Mail Certified Mail Hand Delivered (by B. Frank) L:I Bruce FrankI2006I SPR&AV Reports l Huber, Randall AV 11-2004 02feb06.doc ATP-: / -MennYIJ 4' p i. HARARE�`s• � ij Opih0 ark- QW-1.)-3..-:‘.6k)exi ,:15st,." ..... RT. 4, P.O. BOX 217, WHITEHALL, NY 518-499-0213 FAX: 518-499-2294 Customer: �,/� Estimator: Job: `7115 I`CS I 1lge / 4E4 Date: o Qty. Description Amount ESTIMATE Amount OW - /" 47 �i S 4 l' /A'+il�j $-# Oek3Q -1246_0 ) 14_ , i4,02...s ------7744.CS yPy I 14:c..4.0.A.:1 t t IS. e' k cAr `1.ti+- L crn t 2 be t, '-b 1-f-LQ —mi., E kniej,) -1.-,-- -Tir -Tzu‘s 3 r‘2.. a — ieriPtet i -tb*.k ( _. -)---7---- ,irok-i t$44--. rsocui , (.,,,I.- ...N "t,(4,,, _, c44-P--t_ _ 576- 9-0.2/.3/ • ----T—gi" vut )te_i.... Terms: Sub Total: Delivery: Tax: Prices on this quotation are valid only for 7 days unless otherwise stated. MacLeod's Lumber Total: & Hardware does not guarantee that listed products will be sufficient to complete project. Please recheck all quantities. T 'cl 1762266tr8TS ,.tagwnl s, pva1oeW eL0 :60 .1,0 20 Unt" a Job:(titA11003)HUBER JOB(Ti TNIB DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top cbord 28 SPF 1111E2:T2 24 SP SS Dense: 9D mph wind,12.72 ft mast hgl.ASCE 7.93,CLOSED bldg,located anywhere In root,100 mi Pont coast,CAT I.EXP C,wind Bol chord 2x6 SPF 16501.1.5E:82 2c6 SP SS: TC DL=6.0 pet,wind BC DL 5.0 pal. :B3 244 SPF 18501-1.5E: Webs 2A4 SPF Stud Calculated hbrhontal denecSon Is 0.2r'due 10 Ave load and 0.12"due to dead bad. CciLar4b braced with continuous lateral braL'11g al 24'OC.or rigU ceiling. In 0eu otrtgfd calling use Wins to bract+BC a 48'OC Dellectbe meets LI360 live and Lf240 total load. BC atilt room Boor loading:LL=40.00 psi;DL:5.00 psi;horn 70-0 to 17.0-0. I- i2' I 12' • I 4X5[R) W XCO 0 3X3 19A111111166. 3X3 7� a Z T y i i O .I. 3X6 3X6 IC7A 1�l `.. „ viil �i� a,r. , . era. O1 4X6 fr4tiix: 0 0� s 3X4 'rYS a 3X4 t 7 Cf)z �, C 1111:Ailk\ w: rn- v f� T1 (....)....2i, 6X6(A2) 6X6(A2) i : - CO 2X3 ti5512 �y 5X8 2X3 B1 5X6 CD HS512 —`— [ ( 24 -I I-1 , 87 I 610' 27'I I 6 11-I I- 7' I 10' i- 7' ."I I 7' I- -10' I. 7' { 4e11 . 4611 Rv=27104 U-270It W=5"8 Rw2719# 1b2700 W■5'8 LEFT RAKE=1'3' RIGHT RAKE=1'3" -----) DESC.= T1 • SEQ= 30670 PLT.TYP.-WAVE TPI1 QS5{STD QTY=15 TOTAL=15 REV. 6.33.0716.22 _ SCALE=0.2500 -ProatING'rRussesREQWREEx1REME CARE INFABWCATW SIB,SIAP►IKuNsrAIJJ1G ANDERACNC.REFER TOHAB.ttptROLNG INSTALLING MD PIJSUSKERBY1PI TRUSS TC LL 55.0psf REF PLATE INSTIM O E,810DONOFROR,SUITE2N.At1O190N.WI.SO SAFETY f PRIOR TO ruNNER �C TC DL 10.0pSf DATE 03 23 2004 ROPE RRJR PANELS Nf000IDMCP RDSMLL HAE A PROPERLY ATTA D RIGID EENRURNISHOCPYOF THIS DEMON NGIPME D S,i StOLL NOT SIRERESPONB1DI E°FatNM 1OO l FROM TFtIB slGho BC DL 10.0psf DRWG ANY FAILURE TO BUILD TM TRUSSIN CONFORMANCE WRM TPI OR FABRICATING,MANOLNO, s►IPPE1q INSTALLINca BRACING OF TRUSSES.l>ESION comma.*WWI APPUCA E rROWMONS OF BC Ll 0.0psf RK 'r R IT S S ICS(MA TIONALOEMeN SPEC.BY AFEPN MIDTM.AVE*OONNECTOR PLATES/ME MABEOF 2tifilfteGA 0.2sienseau AMIRA S3=AGE4aeo(W AS)GALV.SIBL APPLY PLATES TO TOT.LD. 75.OpSf O!A LEN. 24 EACH FACE OF TRUSSAND,U.ESSO1FERWSE LED ON mecesIGN.POSRION PERORMYle S 16QA.Z.ANT INSPECTICMOf PLATES FOLLOWED BY/)&tALL PE PERANNEX*SOP TR 1-200ESBC. DUR.FAC. 1.15 3.ASEALOHTIISDRAWNGINDICATESACCEPTANCEOPPROFESSIONALENGNEERINGIIESPONSIBUTY SOLELY FOR THE 1RDSS COMPONENT OESIONSHOWN.THE SUITABILITY AROUSE DFnlSCOMPONENT SPACING 24.0' atic FOR AN a+::.. - L. :, a..a is I I,:.,..i DAIGCESRNER NEU13 PER A1 I SEC.. _ TYPE --/',Job:l_MA11003)HUBER JOB I GT 1 -2 PLY - THIS CMG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFA'S LAYOUT Top ottoro 2x6SPF B14X2:T2 2x6 SP SS Dense: 2 Complete Trusses Required Ei ::S Bol chord 2x8 SPF 1850I-1.5E:B2 2xB SPF 21001.1.8E: :153 2x4 SPF AF11B2: Webs 2x4 SPF Stud NAILING SCHEDULE:(12d_comraon nails) SPECIAL LOADS TOP CHORD:1 ROW CD8"o.c. (LUMBER DUR.FAC.=1.15f PLATE DUR.FAC.=1.15) WEBO CHORD L ROW " 1c•o.c. TC-Front 1B5 PLF at•1.0U to 195 PLF at 7.00 USE t ROM!SPACING o.c. TC-From 210 PLF at 7.00 to 210 PLF at 8.56 USE EQUAL AVOID SPLITTING.EN ROWS AND STAGGER NAILS TC-From 105 PLF at 8.56 to 195 PLF at 15.42 IN EACH ROW TO TC•From 210 PLF at 15.42 to 210 PLF al 17.51 90 mph wird.12.72 8 mean hgt.ASCE 7.93,CLOSED bidg,located anywhere In root,10U ml from coast,CAT I,EXP C.wind TC-From 195 PLF at 17.51 to 196 PLF at 25.00 TC DL=5.0 psi.wind BC D=5.0 pet. PLT-From 15 PLF at 8.64 to 15 PLF at 15,36 BC-From 6 PLF al•1.00 to 6 PLF at 0.00 Roo,overhang supports 2.00 psf salt bad. BC-From 30 PLF at 0.00 to 30 PLF at 7.00 BC-From 168 PLF at 7.00 to 165 PLF a1 20.O6 Calculated horizontal deflection is 0.27'due to live load and 0.09'due to dead load. BC-From 30 PLF at 20.06 to 30 PLF at 24.00 BC-From 6 PLF at 24.00 to 0 PLF at 25.00 In lieu of rigid ceiling use puffins to brace BC @ 4B"OC BC- 72 LB Cont,Load at 7.00 BC- 35 LB Conc.Load at 17.0U Trusses to be spaced at 38.0"OC maximum. Callar•tle braced with continuous lateral bracing of 24'OC. Denection insets L1480 i the end L7360 total load. F 12' I NN 1r - 4X5(R • 3Xy�y7'l 3X3 T2 76'N 12 • O 3 : CD 3XB N 9 177 1 '1 1- in 4X• 4X6 0 3X W3 0 3X4 111111 I4I 6X6(Al2 A1�.. } 69(A2) SX6 HS512 I. 24' I l~ I e'r I 6'10"---- 27"4.-----6' I"J'I I. r I 10' I T I I 7 I 1t j r I sui ,2P Rv=41628 0=6619 W=5"8 Rv=43808 11=6959 W=5"8 LEFT RAKE=i'3" RIGHT RAKE=1'3" DESC.= GT i-2 PLY � ..__ PLT.TYP-WAVE TP11995(STD) /QTY=2 PLIES=2 TOTAL=4 REV- 6.33.0718.22 SCALE=0.1667 "WARNING"TROsses RECLINE EXTREME CARE IN FABRICATING PIG,SNIPPN NT6rN1640 ./ AND ERACING.REFER TO HEM DIAD.PGINSrALUN0ATMTmac .PUBLISHED BYIPI(IRUS.S -r•"' TCLL 55.0psf REF i HATE INSTRUTe,mocrONOPRI0DR,SUI1E ass.IV IS0N.TM.w1 PRORTOPERFORANN9THEsEF.NCTIONS.UNLESSDTSERWNiEINDICATED.TO?PCMORDSHALLHAVE TCDL 10.0ps1 DATE 03-23-2004 �I� PROPERLY ATTACHED STRU PANELS Weier row G4gR0 MALL NAVE APRCPERLYATTA KDRIGID MUM -'TTAFoarmr-FLNNMICCPY OF THIS ONION TO PISIAOA7ro4oavTMCTOR.A PIA BC DL 10.Ops1 DRWG ERIG NEERED PROD S,INC.SHeLL HOT BE RESPONSIBLE PO?MY OWNTIM IRON DM LION; ANY FAILURE TO BLED THE MUSS IN OONFORNN(OE MIH NIE OR PARRICATNG,WltDLNG, 5HFPRILL INVTALUNG&BRACHNO OF TRUSSES.DESIGN CONFORM WITHAPPLGAELE►ROVISIC IS co BC LL O.Opsf RK T a Lr S S �IONAI DESIGN SPEC IN AMA)*DWI ALPINE CONNECTOR PLATES MENAGE OF (WaLFRAMTNICI MITA MO ANE 46e3(W oAIv.STEEL.APTLY PLATES TO TOT.LD. 75.0ps1 OM LEN. 24 - EACH ME OP TRUSS MO,UNLESS°ManiSE Kr-HMOs s 1155CPSIO N.MUNCH MR ORAW0iG5 EA=sE$..ONM5DpRAWINNGISCICCATESSWPPTAANCEOFPPRCFFFSER SCS ISIBLON DUR.FAD. 1.15 ,ANr 1FOR*rBUTU 43ISr RESPO I8E of BJIOuIIGOESIG�Nfitr'..PERRAUIISUWI SEC.z__� SPACING 36.0" TYPE ATIC . IQ — 24' dI GT 1 I‘ GT 1 D I. 03 CO Oa IV _ N m 0 O -o . 3_ . zc 0m coX c4- Xm — z '' o / V [ 6 24' c--I Oo rn D w DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: 0 E.o p HUBER JOB -- - - r, f. ' ,1 r,l'ru• 1111 .. f i i } 1 I I I itr 1 I x {J i _ k I I I I I ' I LA NDS OF x �— A q; i BRU'CE ADAMS _� .� z� NsBo 1 >a 00 E L 298 P. 286 0orn 4730001 rn - w MAP REFERENCES: 5 h, .483 ± ACRES N €f 1fs',; f `0• / DEED PLOT OF LANDS PROPOSED TO BE CONVEYED �I 1 TO MERLE G. 8 JEA NNE C. A L L EN, MA UR/CE ANNE y' PHELPS AND SANDRA B. 8 MARTIN ✓. CECH SR. l PREPARED BY COULTER 8 Mf CORMACK DATED 'I <t s 5 ✓AN. 9 1975. ` r�r°�vSP LANDS OF MART/N B SANDRA CECH 2. WARREN COUNTY HIGHWAY APPROPRIATION MAP OF /�� ,:.:• z? 1963 FOR MOON HILL RD. PARCEL 63-3. i L. 677 , P. 263 °k ,l O ... - t OF SURVEY OF_LANDS OF SANDRA .B. 9 MART/N 5), W I .-'RC IRYE ASSOC. DA TED -- a _ dxrf �OS� A r - �toe 4. TAX MAP N-° 48 -/-/3. / irk rf - A i CERTIFICATION I hereby certify to Randall L. Huber, Cynthia K. Wild, Al bang O . Savings Bank FSB, its successors and assignees and Ticor Title I Y oP0SED ., Guarantee Company th t this ma M P p has been prepared in accordance LANDS N1. ;{ with the existing co be of practice for Land Surveyors adopted by MART/N A SANORA:CE� the New York State Assoc. of Professional Land Surveyors. :H L. 675 P. 879 09/25/87 Wi 11 iam J. Rourke LS 49098. Unauthorized Alteration to this map is P l // a violation of Section 7209, Subdivision "73�� � 2 of the New York State Education Law. �` G�' +� r. OF SURVEY . LEGEND r ! MAP p SET IRON ROD X " of lands of O POINT Y�! C Y N K WILD 61 RANDALL L. HUBER TOWN OF QUEENSBURY, WARREN COUNTY, STATE OF NEW YORK W. J. ROURKE, ASSOCIATES Licensed Lend Surveyors SCALE : I " = 10d J A N. 131 1986 10264 Siratoga Road SOUTH GLENS;FALLS, NY 12801 - � UPDATED SEPTEMBER 25 t987 � 87-393 WiI/iom J. Rourke, L S. N' 49098 86- /0 B