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2008-526 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 4z Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080526 Date Issued: Friday, November 21, 2008 This is to certify that work requested to be done as shown by Permit Number P20080526 has been completed. Tax Map Number. 523400-308-005-0001-044-000-0000 Location: 45 LAUREL Ln Owner. PHILIP & PATRICIA POTTER Applicant: PHILIP & PATRICIA POTTER This structure may be occupied as a: Shed/ Storage Sheds 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 Di or of Buildinj&qdre Ekbrcement 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: P20080526 Application Number. A20080526 Tax Map No: 523400-308-005-0001-044-000-0000 Permission is hereby granted to: PHILIP & PATRICIA POTTER For property located at: 45 LAUREL Ln 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: PHILIP &PATRICIA POTTER 45 LAUREL Ln Shed/Storage Sheds $20,000.00 QUEENSBURY, NY 12804 Total value $20,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-526 204 SQ FT SHED $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, October 01, 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"Que p b day, October 01,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement :303 _ .. USE ONLY _...'..................... ...../ ;_......... .. .� 4,:5 00 TAX MAP NO, PERMIT NO. 0 01 FEES: PERMIT RECREATION ENGINEERING ' (If applicable) ............................ .. ,....... ...: PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. / / APPLICANT/BUILDER: �,1 { �' ��f�-�" �S ,OWNER: ��I��IT f ,12 JIac1c, (0� ADDRESS: ( 60 x -2, (,L IFYV4,I4 N1 ADDRESS: L� L6L&)e PHONE NOS. 0?� -//I I PHONE NOS. �a f3 5- CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: 9STT P PHONE: ff 7-o KA LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR Z it 0 a C3 w U- PROJECT 0 i..-: O i 0 =_ o w emu' '� " i 0Ov z Q Q <- � Na 0U- oLL a = 06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (N0.of UNITS ) 7j TOWNHOUSE BUSINESS OFFICE x � RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER ,3 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 10120 _ FUEL TYPE: HEAT TYPE: A)%,4_*HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION:�-�✓L!4 �2 cSc *Please complete a separate Application for"Fuel Burning Appliances&Chimneys" available in our office B 3-LGL 11-OS QTown of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? N �' ARE THERE EASEMENTS ON PROPERTY? N I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. have read and agr Signed , Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) .................................................... ..,......._._ ......... Permission is hereby granted to the above ; This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. 01 Application: ; , , , , , , - , , , 1 , _ , BUI G & COD PROVAL ZONING APPROVAL 11 J 00 0 ` ', 10 o DATE - ; DATE , , QUESTIONS? CALL T61.8256 OR EMAIL codesC)gueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.gueensbury.net Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: `;r: : Town of Queensbury - Community Development Office 742 Bay Road, Queensbury, NY 12804 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. le-41-1 that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Phillip& Patricia Potter Date: 11/19/2008 Occupant: Rear Garage/Storage Bldg Location: 45 Laurel Lane Occupancy: Single Family Dwg. Queensbury, Warren Co. NY Applicant:F � Peter Clark 516 Old Ti Rd. w F Ak. PP Bomoseen,VT 0573 ~� � °& . Raymond A. Nok ,� No. % 318014 x n Equipment: f . 3-Switches; 2- Receptac4s; 2 FIX ures 4fiAr , ° k o `i °fi&y �::.e r 3; g This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency, Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. Queensbury Building & Code Enforcement - Residential Finaj-jnspection Office No. (518) 761-8256 Arrive: a pm rt: i Did am4 Date Inspection request received: inspect r s Initials: , NAME: P PMIT#: T Z LOCATION: L pATE: I - 1 - TYPE OF STRUCTURE: - LQ1 IT, Comments: Yes No NIA 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/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers 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 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 ex sed/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/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 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock 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 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 el- Okay to issue C/C or C 10 Tem ora / ermanent LABuilding&Codes Forms\Building&Codesllnspedton FormslResidential Final Inspection Forrn_revised_100405.doc;Revised January 7,2008; Revised 6/26108 10 -VL Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection iv : Queensbury Building &Code Enforcement Arrive: : a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: _ t'C3 T�� PERMIT#: LOCATION: _ L F L INSPECT ON: — TYPE OF STRUCTURE: oe Y N WA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging 7 Joist hangers L`- 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 Y2 w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hoar 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 Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (" 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-1316uilding&CodesUspection Fom sTrawft Firestopping Inspection ReporLdoc Revised January 7,2008 %,,uccubuuiy ucogiaptltc;iniormation aystem - kieneral Access Page 1 of 1 P ,.,' L LI J Click on map to Pan c-NIAIL Parcel Search— Zoont to .. Abutters List Print MP r Noteon.visibility L Building Footprints V' t11 Planimetric Points Roads LI Sewerlines 0 4 ;Waterlines APA Wetlands Wetlands(NWI) "A43 DEC Wetlands Critical Env. Areas Election Districts Sdalsbar length 3001bet always= y �Zoning ctfi j Flood Zones Subdivisions Parcels 2004 Orthophotos 7-- Sho Parcel Street Street Current Property Owner- Owner Current Land Current Total Selecti SBL ID Number Name Acres Class 1 Old SBL ( ) (2) Assessment Assessment •� 30800500010440000000 308 5-1- 45 Laurel Ln :0.94 2� Phtt� 34800 147400 ,13 7`- 44 � Potter � :11 53.7 http://gby2svr/GIS/main.asp?App=GEN 9/24/2008 .� TOWN OF QUEENSBURY BUILDING DEPARTMENT TOWN OF O U E 5 Y Bass► on our limitad axaiminat M MOM with our corrwrats stall BUILDING & G D To not be construed as irKficatitp ft plans and specifications am in " Reviewed By `W YOM Or T. WORK RECORD r�7w 1 Dote DeserlPtkn L LJ 12 10 203ODH Q LT] Roof Shingles 10/12 Elm ME] I —Hard!-Plank � ®® Siding or Z Equal LOraftinfirob Ig y: IENOE FRONT ELEVATION 121 Annie street co LEFT ELEVATION Troy 18) York 12180 518)283-3193 apakatal grtycapar.com to t Roof Shingles 2030DH w } m @ 10/12 O U J m a Z m Q OLJLJ Z` - > Q :3 i j SOY Lo c OHardi-Plan ---- — u~i `r 4) Siding or 0 Equal Scale: 114"=1,-0• Drawn By: Art Pakatar Date:October 1,2008 RIGHT ELEVATION Drawing Number o REAR ELEVATION Ao � LU WORK RECORD GENERAL BUILDING NOTES TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1. Design Loads: Living Areas: 40psf LL, 10psf DL Sleeping Areas 30psf LL, 10 psf DL GROUD WIND SEISMIC SUBJECT TO DAMAGE FROM Winter fee Shield Flood SNOW DESIGN rost Line Design underiaymen Hazard Roof Load: See Table R301.2(1) LOAD SPEED(mph) CATEGOR WeaMeringDanth Termite Decay Temp. required (for appropriate local) None to eopsf 90 mph B SEVERE 48 In. Slight to to d dap F YES my 5,199 Wind: Sae Table R301.2(1) Moderate Slight (for appropriate local) 2. No site inspections are to be made by this engineer. Contractor to be responsible for materials and workmanship. BUILDING CODE NOTES 3. It is the responsibility of the contractor,owner,or builder of this house to notify the engineer of any unusual site conditions which may effect 1.All work to comply to Residential Code of New York State the foundation,drainage,or structural members including requirements 2.All work to comply to Fire Prevention Code of New York State for additional depth of footings,unstable soil conditions and high ground 3.All openings and wall intersections to be flashed in accordance to sectionR703.8 water table. 4. Contractor to be responsible to local Building Department and that department's 4.Any errors,omissions or discrepancies In these plans shall be reported interpretation of the building code should it differ from plans. in writing to the engineer before start of construction and shall be the sole responsibility of the owner and the contractor. S.This drawing is an instrument of service and may not be altered,reproduced, or copied. 6. Unauthorized alterations,or additions to this drawing is a violation of the New York State Education Law Article 146,Sect 7209. Drafting by: 7. Local Code requirements shall take precedence where descrepancles occur. ft-ONEI IEN(iE 121 Annie Street 2x8 SPF Troy,New York 12180 Attic Access fill Jsts Rid a Vent (518)283-3193 Stairs ®16•o/c 12'-0"+l_ g ROOF CONSTRUCTION apakatal@nycap.rr.com lr-0• -235#Roof Shingles Provide anchorage O� 15#Felt Paper underlayment In @ 6'o/c and min 1' 1/2"OSB or CDX Sheathing wl LU Ir e4russ-- from each corner. 4 H-Clips Use existing and/or Storage a 7o Pre-engineered Roof Trusses cQ 24"o/c Z W } provide new expansion i = c 3 Attic/Stora a Trusses (0 (U type anchor __ anted Soffit Z fn _3 Above(�24"o/c "'Truss Clip 0 L_ �' R\ + WALL CONSTRUCTION a y `Existing Concrete al ?i Existing Concrete U 7 o Slab io = Slab to remain A 2x4 Studs(SPF-Stud grade) 16"o/c L11 J a ---------------------- n )\ /i A § T.Plate 7/16"OSS Sheathing C/) 0 to C Hardl-plank horizontal sheathing H N w Existing Z See Elevation — Slab d g for windows in d upper gables Anchor Bolt-use existing a where possible 9/Ox7/OOHD Scale: 3/16"=1'-0• (2)2x1 's Hdr. ------------------------------ 6'-0" 61-0" Drawn By: Art Pekalar 12'-D" CROSS SECTION A-A FOUNDATIONPLAN Dam:October,,2006 Drawing Number FLOOR PLAN Ao2 WORK RECORD Date DncriPt' to 203ODH Roof Shingles @ 10/12 Hardi-Plank ®® Siding or Equal i� rafting by: OF FRONT ELEVATION I-ONEIIEN ree 121 Annie Street LEFT ELEVATION Troy(5 New rk 8)283--3193 180 apakatat(Mnycep.rr.com t Y io Roof Shingles 203 DH w y } @ 10/12 Z = 3 O Cn� Z > C9 > > W to C Hardi-Plan J � 0 Siding or a Equal Scale: Drawn Sy: Art Pakatar Date:October 1,2008 RIGHT ELEVATION Drawing Number REAR ELEVATION Ao� " WORK RECORD GENERAL BUILDING NOTES TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1. Design Loads: Living Areas: 40psf LL, 10pof DL Sleeping Areas 30psf LL, 10 paf DL GROUD WIND SEISMIC SUBJECT TO DAMAGE FROM Winter Ice Shield Flood SNOW DESIGN I Frost Line Design undertaymen Hazard Roof Load: See Table R301.2(1) LOAD SPEED(mph) CATEGORY WeatheringDepth Termite Decay Temp. required (for appropriate local) Slight to one eopsf 90 mph B SEVERE 48 In. Moderate S"M -5 deg F YES uy 5,199 Wind: See Table R301.2(i) (for appropriate local) 2. No site Inspections are to be made by this engineer.Contractor to be responsible for materials and workmanship. BUILDING CODE NOTES 3. It is the responsibility of the contractor,owner,or builder of this Muse to notify the engineer of any unusual site conditions which may effect 1.All work to comply to Residential Code of New York State the foundation,drainage,or structural members including requirements 2.All work to comply to Fire Prevention Code of Now York State for additional depth of footings,unstable soil conditions and high ground 3. All openings and wall intersections to be flashed in accordance to sectionR703.8 water table. 4. Contractor to be responsible to local Building Department and that department's 4.Any errors, omissions or discrepancies In these plane shall be reported interpretation of the building code should it differ from plans. in writing to the engineer before start of construction and shall be the sole responsibility of the owner and the contractor. 5. This drawing is an instrument of service and may not be altered,reproduced, or copied. 6. Unauthorized alterations,or additions to this drawing is a violation of the New York State Education Law Article 146,Sect 7209. Drafting by: 7. Local Code requirements shall take precedence where descrepancies occur. ft ,n c I I Ln,Q..,..c 1211Anniie Street 2x6 SPF Troy,New York 12180 (518)283-3193 Attic Access nflil Jsts Ridge Vent ROOF CONSTRUCTION apakstat@nycep.rr.com Stairs,, 12'-0" (dj 16"o/c 12'-0"+/- I I t i -235#Roof Shingles Provide anchorage o� -15#Felt Paper underlayment to Q 6'o/c and min 1' -1/2"OSB or CDX Sheathing w/ H o �184rruss— — Store H-Clips from each corner. q Q 9e Pre-engineered Roof Trusses 24"o/c Uj } Use existing and/or area Z W � AtticlStora a Trusses provide new expansion _ N type anchor __ ented Soffit Z fn J Z A ova®24"o/c cuss Clip Q W _ iu + WALL CONSTRUCTION Q N Z, 5 '= Existing Concrete n > > Existing Concrete I U t0 � y �, -2x4 Studs(SPF-Stud grade)@ 16"o/c -0 0 1 Slab Slab to remeln W J A A W T.Plate 7/16"OSB Sheathing sheathing F- (D cv Existing -Hardl plank horizontalin Z See Elevation Slab C1 w I for windows in 1---------------------- -----------` — — (l upper gables Anchor Bolt-use existing e I I I 9/Dx7/0 OHD — where possible Scale: 3/16„_7,_0. -------------------- --------- (2)2x1 T s Hdr. 6'A" 6'-0" Drawn By: Art Pakatar 121) FOUNDATION PLAN CROSS SECTION A-A Date:October 1,zoos FLOOR PLAN Drawing Number A=2