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2008-437 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Pennit Number. P20080437 Date Issued: Wednesday, January 21, 2009 This is to certify that work requested to be done as shown by Permit Number P20080437 has been completed. Tax Map Number. 523400-316-013-0001-003-000-0000 Location: 141 BIG BAY Rd Owner. TODD JORGENSEN Applicant: TODD JORGENSEN This structure may be occupied as a: Barn By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the J 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&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: P20080437 Application Number: A20080437 Tax Map No: 523400-316-013-0001-003-000-0000 Permission is hereby granted to: TODD JORGENSEN For property located at: 141 BIG 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: TODD JORGENSEN Barn $40,000,00 141 BIG BAY Rd Total Value QUEENSBURY, NY 12804-0000 840,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2008-437 2087 sq ft shed/barn $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 02, 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 Town of ueens ury; esrp ptember 02, 2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ........................_ _.._.._.I.._.,_._..._ .._ ._ .._.., .__,..__,_....._........, OFFICE USE ONLY " ' TAX MAP NO. PERMIT NO. ' 'r FEE PAID BLDG.&CODES APPROVAL �............................_ - ....._ ........ 0...................,.... ACCESSORY STRUCTURE BUI DING 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: INSTALLER/BUILDER: el ADDRESS: f l ( + `'l / i _ ADDRESS: PHONE NOS. ���%-_�C��Ca PHONE NOS. 32 1 ` saS (_C/ LOCATION OF PROPERTY: SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: RJ1 ESTIMATED COST OF CONSTRUCTION: $,. J� �n9ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: '5)qp CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: gT Np PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS:__} OTHER ACCESSORY STRUCTURE: *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, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL codes(& eensburv.net I have read and agree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION Signed Dated: www.gueensburv.net Toi��n of Queenslncry• Community I�evelapmerzt Office • 742 Bay Road, Queensburi/, NY 12804 B 1-LGL l l-OS f _ Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pnj Departam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r NAME: - i ` �. PERMIT#: LOCATION: l INSPECT ON: �! TYPE OF STRUCTURIft. br Comments Y N N/A Footings Piers Monolithic Slab ��� 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 Waterproofmg 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Queensbury Building & Code Enforcement - Residen I I Ins ction Office No. (518)761-8256 Arrive: m arr(t�r Date Inspection request received: Inspector's Initials. NAME: P Z/ IT#: LOCATION: . TE: TYPE OF STRUCTURE: Comments: Y No N/A 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 decks patios more than 30 inches above grade Guard at stairwell at 34 inches or more or 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 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/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, i sq.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/Heat Trap/Water Temp 110 Enclosed Stairs Sheetroc k Underside minimum'/:"G sum 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 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 10 Tem ora /Permanent L:1Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 / -3 . �r.� . Queensbury Building & Code Enforcement - Res' ntial I Ins ction Office No. (518)761-8256 Arrive: -I: a� Date Inspection request re-QWved: Inspect is 1 itial NAME: P MIT#: LOCATION: ATE: TYPE OF STRUCTURE. IT Yes ' Yes No NIA 4' Building Number Address visible from road 1 1 E L Chimney Height/'B"Vent/DUrect Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platfo►m at all exterior doors Handrail 4 or more risers �� r- Guards at stairs decks tics more than 30 inches above grade Guard at stairwell at 34 inches or more Qa�j Guard at deck,porches 36 inches or more andrail Termination at Newell Post or Wall C -- Interior/Exterior Railings 34 inches to 38 inches v 'k�a i �—�- i�!A Cal ty Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet \ 6 inch clearance to sill plate Gas Valve shut-off exposed/ ulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight S glazing/Window in stairwells safety glazing �4 -� � Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area:L :,YC5;) Inter Connected: Beftery 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/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emeraency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumacell-lot Water Heater operatin Low water shut-off boiler Relief Valves installed/Heat Trapt Water Temp 110 Enclosed Stairs Sheetroc k Underside minimum'IN Gypsum Basement stairs closed rise>4 inches Ga Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed propedy 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/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Fonns\Residential Final Inspection Forrn revised_100405.doc;Revised January 7,2008; Revised 6/26M '6--/0 /hm ->, i 9 � Rough Plumbing / Insulation Ins ction Repo t' 15 Office No. (518) 761-8256 Date Inspecti request received: Queensbury Building &Code Enforcement Arrive: A" rrU wart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect is itials: NAME: PERMIT ##: J LOCATION: 61' � INSPECT ON: -22 TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping %0 P%ead l or 15 minutes Insulation i Residential Check/Commercial Check V , imilar Exterior Sealant , Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation `'`n If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: / ?S/C/)'-k Queensbury Building &Code Enforcement Arrive. �am/pm Depart:am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's initials: NAME: S PERMIT#: J �37 LOCATION: �^ cc INSPECT ON: Z TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Repott.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins71nialsw equest received: Queensbury Building &Code Enforcement Arrive: m/prp Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect ,)jL NAME: PERMIT#. LOCATION: INSPECT ON: - TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing ss 220 x 3019 minimum 717 Jack Studs/Headers � �� Bracing I Bridging Joist hangers 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 Wails Metal Strapping for Notches Top Plate 1 %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 water shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavdy min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 518 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade L:\Buildit&Codes Forms-OWNSuiidung&CodesXinspection FomnsTraming FireftOpping Inspection RsporLdoc Revised January 7,2006 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: . am/p rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: J ........... - . NAME: ` PERMIT#: LOCATION: JKf INSPECT ON: TYPE OF STRUCTURE: Y N A COMMENTS: Framing A s 22"x 30" minimum 1 �� C Jadc Studs/Headers Bracing/Bridging J 117 lC_ AG 6.6-- Joist hangers Jadc 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 % w 16 gauge 8 16D naps each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestoppirg Penetration sealed 16 inch insulation in cav' min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin it Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (%M 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Fortes-OLDOuildN&Codesvnspec Lion FomislFrarning Fuestopping Upon Report.doc Revised January 7,2006 Framing / Firestopping inspection Report Office No. (518)761-8256 Date Ins n raga ed: Queensbury Building&Code Enforcement Arrive: a rt: �a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N WA COMMENTS: Attic Access 22" x 30" minimum .fads Studs/Headers Bracing/Bridging Joist hangers 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 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft.floor trusses AneWr Bolts 6 ft. or less on center Ice and wit shield 24 inches from wall ration 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 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 1-Muilding&Codes Fonns-01-131Building S C.odesUnspection FormsTraming Firestopping inspection Repoft.doc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspect'M request received: j' /ve- Queensbury Building & Code Enforcement Arrive: 1 am/ tpart: a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: C �- 3 PERMIT#. LOCATION: r INSPECT ON: <� a'K TYPE OF STRUCTURE: Y N NIA Rough Plumbing/ Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping Air/Head r` 50 P.S.I for 15 minutes JUSULIfion/Residential Check/Commercial Check T e Similar Exterior Sealant ro er Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping insulation If r uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report --( 0-a�1-- Office No.(518)761-8256 Date InN' 'als: request received: a' D Queensbury Building&Code Enforcement Arrive: am/ Dep : am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect NAME: #: LOCATION: INSPECT ON: r� TYPE OF STRUCTURE: o? (/ qj 0 Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pur pose 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 Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation terio xtei r R- t 0 Rough Grade 6 inch drop within Mft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection re st iv Queensbury Building&Code Enforcement Arrive: =1 Depart: 1 Z n 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: E PERMIT#: Oq —r-{ LOCATION: INSPECT ON: =L`3 _._ TYPE OF STRUCTURE: Commenb Y N NA Footings 0 EEp FEZ pt\ C.t� E Piers Monolithic Slab 1� 0 H E f-r-- tAE-z z R � E Reinforcement in Place �Efl{�,�,}( The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this se 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 f t. L:\Building&Codes FormsWiiding&Codes\Irapecdon F nWoundatJon Inspec um Report din Last primed 12/20/2005 9:24:00 AM 6`7 - Foundation Inspection.Report Office No.(518)761-8256 Date Ins o u Queensbury Building&Code Enforcement Arrive: ;L m epart: p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: V IL E T#: _ LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width s above footing ` 6 '1 for wet areas under slab Backfill A roval P1 g Under Slab C/Cast/Copper Insulation Interior e ' R VQ - Rough Grade 6 inch drop within 10 L:\Building&Codes FormsWiiding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspect' request received: Queensbury Building&Code Enforcement Arrive:eL. am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: _•C 1'`r PERMIT#: ° 7- LOCATION: SPECT ON: - TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the con s for this on site. Fo ndation/Wallpour Re' Footin Dowel or Keyway in place FoundahQj9&npproofmg 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 Backfdl Approval Plumbing Under Slab PVC/Cast/Copper 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 Foundation Inspection Report r Office No.(518)761-8256 Date Inspect: request received: Queensbury Building&Code Enforcement Arrive: G am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: { % PERMIT#: ` LOCATION: INSPECT ON: `? TYPE OF STRUC . Comments 1 Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is respon ib or 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. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 0 LANDS OF AUDREY KIERNAN AND JEFFREY RUMPH 66J-J55 FOUND IRON S 8232, / ROD 50" E MAP REFERENCE.• FOUND IRON 1. MAP OF SURVEY PREPARED FOR 79 00� "� _ ROD 77BOR TOTH BY RICHARD BENNETT DA 7FD AUG. 19, 1985 STO 636.99' "' � ``- FOUND RODIRON F a-� P._.----`Q, --•� NE PROPOSED ROD ACCESSORY i x STRUCTURE y^\ 3 m / -�\ :: SHED P g \ \::- 03 W .. o Mo � � / / \ � O A • � N W z a Q a DIRT DRIVEWAY j 77.5 •GARAGE• `i .•:-:• J•. - LOT FOUND IRON Pq Vj ROD q J + �SEP77C 5.0 +� ACRES O ' 7� . TANK 76. o . o N I 17� 4 Z% �4 FOUND IRON ROD 73 tv• W FOUND IRON _ ti ROD -�3• N �3'5D" W TREE L,E� �"�„� �. ., W �` HOUSE OVEN-WIRE 59.3:56 FENCE AROUND GARDEN 1: a �z FOUND IRON O ` m � ROD POWER o POLE f8 _ � 3pnjvtj LANDS OF DA VID AND MARCIN ROZELLE 104J-2JJwit i ab ppf: ?v MAP OF SURVEY LEGEND: _ OF LANDS OF • FOUND IRON MARKER TODD R. JORGENSEN UPDATED MAY 7, 2008 . O SET IRON ROD WITH CAP UPDATED APRIL 29, 2008 TO SHOW EXIS77NG LOT DETAILS O O POINT AND A PROPOSED GARAGE NORTH OF HOUSE. —E— POWER LINE 13FJUFy, TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK a� � STONE WALL Q• � Roy, i0 SCALE.• 4 " = 60' MAY 25, 2001 -x—x-FENCE co ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WI7H AN ORIGINAL OF THE LAND SURVEYORS �. . . • EMBOSSED SEAL OR INKED STAMP SHALL BE CONSIDERED TO BE VALID TRUE COPIES. o� W. a ROitll?I!� ASSO�lATES JOB NO. Zst'a 49098 �,� Lk wwd Land S�uorw 01—89 • Unauthorized Alteration to this map is a SAND Sv =64 swwog0 Road P.Q ws violation of Section 7209, Subdivision 2 South pens Faft M y, 12803 of the New York State Education Law. WILLIAM J. ROURKE, L/C SED LAN6 SURVEYOR NO. 49098 JOB NO.