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2006-466 TOWN OFQ UE E NSBURY cors742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20060466 Date Issued: Tuesday, January 13, 2009 This is to certify that work requested to be done as shown by Permit Number P70060466 has been completed. Location: 87 MASON Rd Tax Map Number: 523400-226-012-0001-021-000-0000 Owner: KEITH CAVAYERO Applicant: KEITH CAVAYERO This structure may be occupied as a: Fireplace By Order of Town Board Garage - 1 Car Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the //j f 0 property owner of the responsibility for compliance with Site Plan, .4 Variance, or other issues and conditions as a result of approvals by the Director of Building&Cod- Enfo"ement 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: P20060466 Application Number. A20060466 Tax Map No: 523400-226-012-0001-021-000-0000 Permission is hereby granted to: KEITH CAVAYERO For property located at: 87 MASON 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: KEITH CAVAYERO ELYSA BARON Fireplace 12 ROLLING BROOK Dr Garage- 1 Car Attached SARATOGA SPRINGS, NY 1286 Single Family Dwelling $400,000.00 Total Value $400,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency CURTIS DYBAS 19 DEER RUN LAKE GEORGE, NY 12845-0000 Plans &Specifications 2006-466 2499 SQ FT SINGLE FAMILY DWELLING ATTACHED 352 SQ FT GARAGE AND FIREPLACE $335.08 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,July 27, 2007 (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 f Que bu i/Th d `,Jul 27, 2006 SIGNED BY for the Town ofeensb Qu ury. Director of Building&Code Enforcement O./4 TOWN OF QUEENSBURY 111 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUIL 1 G PERMIT Permit Number: P20060466 Application Number: A20060466 Tax Map No: 523400-226-012-0001-021-0 -0000 Permission is hereby granted to: KEITH CAVAYERO For property located at: 87 MASON ► ' in the Town of Queensbury,to construct or place at the above location in accordance with application t. .er with plot ► ans and other information hereto filed and approved and in compliance with the NYS Unif. ' B ding Co.-s and the Queensbury Zoning Ordinance. ype of Construction Value Owner Address: KEITH CAVAYERO Fireplace ELYSA BARON Garage- 1 Car Attached 12 ROLLING BRO I Single Family Dwelling $400,000.00 SARATOGA SPRIN•' 128. Total Value $400,000.00 Contractor or Build- 's N. e /Ad,' ess Electrical Inspection Agency CURTIS DYBA', 19 DEER RUN LAKE GEORGE, Y 9 845-00 1 • Plans&Specifications 2006-466 2499 SQ FT SINGLE FAMILY DWELLING ATTACHED 352 SQ FT GARAGE AND FIREPLACE $335.08 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,July 27, 2008 (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 Tow o ensb ;A my 27,2006 SIGNED BY ' for the Town of Queensbury. Director of Building&Code Enforcement i - " TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FPON Conununity Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060466 Application Number: A20060466 Tax Map No: 523400-226-012-0001-021-000-0000 Permission is hereby granted to: KEITH CAVAYERO For property located at: 87 MASON 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: KEITH CAVAYERO ELYSA BARON Fireplace 12 ROLLING BROOK Dr Garage- 1 Car Attached SARATOGA SPRINGS NY 1286 Single Family Dwelling $400,000.00 Total Value $400,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency CURTIS DYBAS 19 DEER RUN LAKE GEORGE, NY 12845-0000 )12_ Q_ Ai ew/4 Z___ Plans&Specifications . 2006-466 2499 SQ FT SINGLE FAMILY DWELLING ATTACHED 352 SQ FT GARAGE AND FIREPLACE $335.08 PERMIT FEE PAID -THIS PERMIT EXPIRES: Monday, July 27, 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 eens�, `; joy ` \ `�` 0 ' • 7, 2006 , SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement v _ w 12_ 1 '7.) OFFICE USE ONLY REC' -t! TAX MAP NO. PERMIT NO. f PERMIT FEE /�� �7C:' 2 APPROVALS: ZONING TOWN CLERK JUN TOWN, - ;_Btyt. M �R CRY; r,,g1SC;OP APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITI A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. / OWNER: aim �VA i2-D (uj J! �L .{INSTALLER: To gt"� I'L t2d W.II,IG (�I2 X t 2iv , ADDRESS: S .12, 9964 DPW { U'""I?8(564 ADDRESS: PHONE NOS. /' BOC; PHONE NOS. LOCATION OF INSTALLATION: 37 Ki5oLl do • aeVezo,61.4 . u9soi ( NO.OF YEAR BUILT l , RESIDENCE INFORMATION: BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRIND _R 1980 or older i i X ! 150 gallon per bedroom = INSTALLED? OJ 1981 -1991 i X ; 130 gallon per bedroom = SPA OR HOT TUB 1992 present j �^ i X 110 gallon per bedroom = 0 INSTALLED? NO l PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING j STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND X LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? WDA BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? UA ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL 1.0. (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS �3 FT. ) ✓ PERCOLATION TEST: RATE IS .() PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: Ilc0 GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: 6LJeLi -a-14J LENGTH AND/OR SIZE 10 (do ✓ HOLDING TANK SYSTEM: (If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTR .........,, ................................. . ICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes@queensbury.net ij n VISIT OUR WEBSITE FOR MORE INFORMATION `y�,�/ &/2ilo 6 www.queensburv.net Signature of Person R_es onsible Date ix /63J6/2- .,$; , x/63Jc' ;, Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 2�' . I Z — 121 OFFICE USE ONLY 1 f E r 7'V E D (/(TAX MAP NO. PERMIT NO. _" 16/7 f JUN.?_ 9 AU6 FEES: PERMIT RECREATION ENGINEERING (If applicable) TiVpi Or- .,,.::__:,�bURY $U I'L{3I.NIG-AW O.CBD E... 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:' C U2'f '> 0, 0'7 i,?_'?, OWNER: 11t il' cAN/; c'l .t20 4 el-7A, f5Awij H r(,yr (y, )i ADDRESS: Lys} & L72 , UT" 1/2;S4::, ADDRESS: °abIZA'iLX A 43(71211..,. e , LIT'12&G6, PHONE NOS. (c Q:)'r; 4-,1 "- ' i f �,.a,�'�7 '� PHONE NOS. '7�J ( ' 1' &. ZZZ CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: GUr2-16 r7i3 PHONE: (.o(vS-615i LOCATION OF PROPERTY: P)7 i--1/s (20 • `(E%./CQ,, AL-C * QUE, ('jp)orz'( al"' SUBDIVISION NAME: N//1 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z O APPLY TO YOUR z H 1Y p O C) ow - w PROJECT F L 00 � p � cc Lu J 0 � i W ap N C1 u � = F. I- d � U o H O — Z z < < ' cn Na OIL I- u LTJ SINGLE FAMILY X Ill IMP 24 14j 281_0 TWO-FAMILY lit _ )919g( MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED f74 GARAGE(1,2,3) 3�2 352 0)6 OTHER Vb L x� 2 of 7', x 'IA IF COMMERCIAL OR INDUSTRIAL-NAE OF BUSINESS: ESTIMATED CONSTRUCTION COST: 40(;),a2-.). — FUEL TYPE: OIL012 Rzoio 1.J� HEAT TYPE: 1.-101- Ale. *HOW MANY FIREPLACE(S): Ott AND/OR WOODSTOVES(S): JOLlf, f):".") ZONING CATEGORY:\\/(2 - ,d � ARE THERE WETLANDS ON THIS SITE? �JQ IS THIS A HISTORIC SITE? JO PROPOSED USE OF BUILDING OR ADDITION: �II�G FA-4(C'(' oci.ze. *Please complete a separate Application for'Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury • Community Development Office • 742 Bath Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? LJO ARE THERE EASEMENTS ON PROPERTY? Jo 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. I have read and agreetoto the above. Signed l :uc-Ea ;„/_�-/6� .. 6-'/2e/e&V Director of Buildinq & 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. Application: B LDING & CODES APPROVAL ZONING APPROVAL DA E DATE QUESTIONS? CALL 761-8256 OR EMAIL codesAqueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net 01) Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 RECEIVED Community Development Office Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 Nr .. Marilyn Ryba, Executive Director• David Hatin,Director of Building&Codes TQWN OF QUEENSBURY Craig Brown,Zoning Administrator•Michael J. Palmer,Fire Marshal E,UILDING AND CODE APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building &Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER: U 111-1 GNJ//A e() F-1. 5l 13A201-1 INSTALLER/BUILDER: ADDRESS: I (?sJL�lr 131 ( C• "� ADDRESS: PHONE NOS. PHONE NOS. LOCATION OF PROPERTY: S7 t4/W226.1 20((j t7Lk -72't' SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 9/ i.-4E CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: e0l?1 0-1127 -1 PHONE: (t9g'j 711 v FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE, FACTORY BUILT* ., / FIREPLACE, MASONRY n FURNACE (GARAGE ONLY) *IF FACTORY BUILT, PLEASE PROVIDE: MANUFACTURER NAME: V t i LJc'3 MODEL NO. 14 -42-A LISTED BY: NUMBER: QUESTIONS? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshal@queensburv.net MASONRY'" CHECK ONE ✓ VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.queensbury.net FLUE CHECK ONE ✓ DOUBLE CHIMNEY WALL LINER WALL INSULATED DIRECT VENT LINER CHIMNEY MATERIAL CHECK ONE V **IF NON-MASONRY, PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION &BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. 12/29/2006 FRI 11136 FAX 5197454437 0omrnunity Development 2002/092 a :,, _4 /i#-I = C ii ar � erg- '"R IV .I Community Development Office '-T,�re • Town of Queensbury- 742 Bay Road- Queensbury, New York •12804 Marilyn Ryba,Executive Director-David Hain,Director of Building&Codes Craig Brown,Zoning Administrator•Michael J. Palmer,Fire Marshal TOWN OF QUEENSBUR'�' 1LDINGAN COD&• APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to fhe Building &Codes Office for the issuance of a Building&Use Permit pursuant to the New York State Fire Prevention&Building Code. The applicant or owner agrees to comply with all applcable laws,ordinances,regulations,and all conditions that ore part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPO-T•/.1 •TE TO A,-,p C•,T:/ ROU H-IN AND F •L INSPECTIONS ARP REQUIRED. �0/ /y�e}72 ^• OWNER: ( 0I/aj/e'/U K 1� �77 INSTALLER/BUILDER; 1^' t�9,.L/-tQ2� 0L /70/- S ADDRE86: ./� /Cdl1�. r�I�/Jy;ADDRES$: /e.-2-- - / ie , 0,5h//.1// PHONE NOS. / PHONE NOS- J 10 —6// 2 LOCATION OF PROPERTY: 97 Al&SD/) ''SUBDIVISION NAME: L//C,Jede---/ f `a LUUM I JUN VI-YI(VYUbtU LUN IKUL:I IUN M1'IIJ/UK IM IAL.LA I1UN: A-5 '`--1 t&(.J r l<(J,7 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: COI/ 7x/�-L//a/7/PHo r .57,E Y_S- / .y+i •..Aul4+ �N!, rw •}� n:.�r :."4,T y.!,y i:.i:..? v a?i'l� :,y'nr.. .. .s�.r �,�,. - ,',..n 1 "Lu t .�; 3,t , i.�.,�'In i tai�!a '�u•i�^i•,.t1Si�yii~i�;•;I+'�y�� �.,., ;'11'a w.. STOVE • FIREPLACE INSERT Mil FIREPLACE,FACTORY BUILT v FIREPLACE,MASONRY • FURNACE(GARAGE ONLY) `IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: -G 4 coo MODEL NO, 6(X)f) L.X LISTED BY: NUMBER: QUESTIONS 1 CAL 76 05 or761 -8205 ;,e � i`Irt,If ,,',.;:*;';7: 5;'7414",":4/ 1.7-1,r, ft , Sx r , l; m �.• ,j,' ;.` 0EMAIL: Ji'tttaio= ?.‘..;i41�11e 'i!'''1'11:1':,A,:- ;� 7y. .2l `4 ,4tVak9 e .'• i flremarsh_al[dLfueensburv.not MASONRY" CHECK ONE ✓ VISIT OUR WEBSITE p,:; I7Icr y ,L.:�•Ic i . .si� �i.: ',.!i ,t��.I II.! " r 1, FORMORE INFORMAT IO N ii ..+ ; L • ��rt.., rid'it's ; : ' i� ' '5:.4xk�lt'..p i;..,1 „ ;,,2:,.....0:: � ,„ P=PAi www.4ueensbury.net FLUE CHOCK ONE ''' CHIMNEY MATERIAL CHECK ONE ✓ 'IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: CC-} n-64,1.41,40DEL NO ‘6".Y_0 r—,/ ADDITIONAL NOTE CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. 6-4 Uj. (TOWN OF QUEENSBURY. . , FI\/ED Richard A. Missita i. HIGHWAY JUN Highway Superintendent L 9 zoos Home(518)798-5127 DEPARTMENT TOW" o `' � _�.�J6�RY 742 Bay Road * Queensbury,NY. 12804 BUILDING AND CODE Michael F. Travis Deputy Highway Superintendent Office Phone: (518) 761-8211 (518)798-0413 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: .J C)L Jb /2b1 (20:967 APPLICANT NAME: 14. (I l4 C4\1A ?-0 4 E1 -(SA' TELEPHONE NO.: WI ' e536' ADDRESS TO BE INSPECTED: �7 4A�i l ?ZZ 'if.ZQ' . ov1z4Jc3(?iot l , `i RETURN ADDRESS: l2 t l-LeiL 1 F)(2.co ., niz 7e, SAtz/ To6A ! r i.�1' I mo& Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Level with the road ( ) Deep swale Size pipe to be used (if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected DATE: Richard A. Missita, Highway Superintendent E-mail:highway@queensbury.net Queensbury Building & Code Enforcement - Residential pection Office No. (518) 761-8256 Arrive: i\- /p 7part: a of Date Inspection request received: Inspector's Init: _. / NAME: l� (�'jE � P�'MIT#: QC.p" L.0 LOCATION: 1 C'_APNE Rc' PI� '1 TE: I — b9___ TYPE OF STRUCTURE: Comments: Yes 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 T 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 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 I doors I 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 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification 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 J�/pOr,Relief Valve(s)installed/Heat Trap/Water Temp 110 ,Enclosed Stairs Sheetrock Underside minimum'/2' Gypsum 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 � > �v 3,,„ , ,t� Flood Plain Certification,if required Z5V--- �� t � V- A Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008;Revised 6/26/08 W t E Z o° . • Queensbury Building & Code Enforcement - Residential Finalpli pection Arrive: • - ! sem"rt: am/pm Office No. (518) 761-8256 � �-� `,✓ Date Inspection request received: Inspector's Initia s: NAME: \(fl4--RCS 1 _ PE r IT#: OLo—L (() LOCATION: A R E1 P. )c .TE: I — Ic7i—09 TYPE OF STRUCTURE: Comments: Yes 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 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 I regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing I 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/Insulation Certification 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 I Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/34 hour fire door/door closer Duct work Sealed properlyGas Logs in Sealed or Glass Enclosure O K - CZ 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 I C or C I 0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 Ed Brochu 76 Peggy Ann Road Queensbury, New York 12804 January 8, 2009 Bruce Frank, Compliance Officer Town of Queensbury 742 Bay Road Queensbury, New York 12804 Dear Bruce: Thank you for taking the time to discuss the Cavayero residence, (87 Mason Road Cleverdale) with me the other day. As we discussed, I did meet with John O'Brien today for the purpose of him signing off that the structure was in full compliance in regards to the receipt of the Certificate of Occupancy. In his final inspection report he has agreed, pursuant to your request, that with this letter and a letter from Volt Landscaping that a CO may be issued. I would like to submit this as a promissory note that it is our full intention to complete the required landscaping as soon as the weather permits in early spring 2009. As you know we have contracted with Volt Landscaping and they are aware of the importance of making our project first priority in the spring. Our whole intention with pushing for the CO at this point is to satisfy a request from the bank that the CO is granted before they will consider using the property as collateral for a loan to complete the project. For your understanding of what is left to complete, a plan has been submitted to the town outlining a new driveway, terraced areas on the North & South side of the property and a lawn area in front of the house. I thank you for your co-operation in this matter as all parties involved will be delighted when the project is complete. Sincerely, Ed Brochu 3 6/ ()/, Robert C.Wing Kimberly D.Wing President Office Manager Volt Landscape & Irrigation Co., Inc. Our Commitment to Quality is Your Guarantee 159 Sunnyside Rd. * Queensbury, N.Y. 12804 * Ph#(518)793-5899 Fax#(518)793-5880 Dr. Keith Cavayero 87 Mason Road Cleverdale New York Dear Dr. Cavayero Unfortunately the weather has impeded our ability to continue with your landscape project any further this winter. It is our intention to get started again as soon as the frost has left the ground in the spring. I would like to thank you for your understanding in this matter and look forward to working with you again. If you have any questions please feel free to contact me at 793-5899. Sincerely, Rob Wing Owner, Volt Landscaping Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: Ca-Libiero LOCATION: PERMIT#: 06— 46(, Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has been: Craig Brown, Zoning Administrator Notes: L:\Suellemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCES: MAP OF A SURVEY MADE FOR CHERYL S. BUTLER, PATTI A. CRAIG & PAUL S. BUTLER DATED: NOVEMBER 15, 1988 BY: VAN DUSEN & STEVES MAP OF A SURVEY MADE FOR JOHN & MARION CUSHING DATED: AUGUST 21, 1990 BY: VAN DUSEN & STEVES MAP OF RIPLEYS POINT LAKE GEORGE, NY DATED: APRIL 1887 BY: J.W. REED DEED REFERENCE: BERTHA 1. ROBERTS TO MAON CLARK, LLC DATED: MAY 16, 2002 BOOK 1267 PAGE 146 STONE SEA-WALL d _ � PrtoPosEo_ Do 5' DOCK EXTENSION -.�.;. BOAT $ HOUSE 1 OVERHEAD DECK zss� — DOCCO C` 33.63_ LAXE 601± A 0 G SHORE — o 7 CONCRETE GEORGE'EA-WALL \' 'I DOCK �. I II 5' i I LANDS N/F OF RETAINING WALLS TABNER / 613/184 2.47' � F ADJOINER'S HOUSE { I S86020'S9'E 143,25' N i u 0 IRF 2 STORY WOOD FRAMEV 'UNAUTI°RI ZEIf ALTERATION OR ADDITON TO A SURVEY MAP BEARING A IIUENSED LAND SURVEYORS SEAL IS A NGLATON OF SECi1ON ]z.D. .......ISICH z, cF TIE NEW YORK STATE LCURATON LAW' tlNLY LOP LS FP:F:M iryC O.S." Of ry55LR fY MMAC° 1 U„ AN CPjGiNM1L OF T„E W:I19LRVRV IES BE. SHALL BE CON 111 ED TO BE VAOD TRUE COPIES,' GERTFICATCI{ INDICATED HEREON SIGNIFY THAT THIS SURVEY WR3 PREPARED M ACCORAMGE MW THE EXISTING CODE OF PRACTICE FM LAND SURVEYORS ADOPTED BY HE NEW NPN DIE ASSOCIATION OF PROF R 'SNLand LAKE CRSAID GnNS LL RUNONLY TO THE PERWry FUR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO WE TITLE COMPANY, GOVERNMENTAL AGENCY AND LE[UNG INSTNITON LISTED HERE%, AND GT„T 3GNLE� ,T„EUNUNG .LTH;UTGN. LEGEND: New York o Scale 1° 20' r� 0 IRF = IRON ROD FOUND �1 ® IPF = IRON PIPE FOUND ' ® IRS = IRON ROD SET/TO BE SET 5/7/03 � = UTILITY POLE 3/27/03 i = WOOD FENCE 2/13/03 .SPOT ELEV.'S/BLDG. HEIGHT = SPOT GRADES NO. DATE N 13-1-6/226.12-1-21"- 13-2-46/226.12-2-39 1 BLINSTRUB 2 STORY WOOD FRAMEV 'UNAUTI°RI ZEIf ALTERATION OR ADDITON TO A SURVEY MAP BEARING A IIUENSED LAND SURVEYORS SEAL IS A NGLATON OF SECi1ON ]z.D. .......ISICH z, cF TIE NEW YORK STATE LCURATON LAW' tlNLY LOP LS FP:F:M iryC O.S." Of ry55LR fY MMAC° 1 U„ AN CPjGiNM1L OF T„E W:I19LRVRV IES BE. SHALL BE CON 111 ED TO BE VAOD TRUE COPIES,' GERTFICATCI{ INDICATED HEREON SIGNIFY THAT THIS SURVEY WR3 PREPARED M ACCORAMGE MW THE EXISTING CODE OF PRACTICE FM LAND SURVEYORS ADOPTED BY HE NEW NPN DIE ASSOCIATION OF PROF R 'SNLand LAKE CRSAID GnNS LL RUNONLY TO THE PERWry FUR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO WE TITLE COMPANY, GOVERNMENTAL AGENCY AND LE[UNG INSTNITON LISTED HERE%, AND GT„T 3GNLE� ,T„EUNUNG .LTH;UTGN. AREA New York o Scale 1° 20' 5 8/1,8/08 HOUSE S-1 SHEET 1 OF 1 9, 242 sq. ft. 0.21 acres`At' 1/11/07 FOUNDATION LOC./TOPOGRAPHY 3 5/7/03 PERC TEST & WELL LOCATION 2 3/27/03 i 1 2/13/03 .SPOT ELEV.'S/BLDG. HEIGHT LANDS N/F OF NO. DATE N 13-1-6/226.12-1-21"- 13-2-46/226.12-2-39 BLINSTRUB N .o 1174/65 �I—� ADJOINERS HOUSE N z _--_ N ED IPF IN CONCRETE S86°Y3'S9'E � N86°20'59"W IRF I 71.74, N _ �F M S HOUSE w . = a' b �: N w AREA 3 I i LANDS N/F OF o iT h 3,680 `sq. ft. N LANDS N/F OF N PC CLARK ASSOC., LLC o o = 0.08 acres N� BRENNAN N 1261/38 CE) � 982/2 CIA ' I IPF i T i j76.28' N86 °20'2011W IPF IN CONCRETE IPF I I LANDS N/F OF LANDS N/F OF WHEELER SHISHIK 1048/38 1171/26 CIDrn h DATUM: U.S.G.S.t i CONTOUR INTERVAL = 1 FOOT j IRF ®- Datel FEBRUARY 7, 2003 if I ® �J &Q^ Steves S ia n-ve✓ors 169 Haviland Road Queensbury, New York 12804 'UNAUTI°RI ZEIf ALTERATION OR ADDITON TO A SURVEY MAP BEARING A IIUENSED LAND SURVEYORS SEAL IS A NGLATON OF SECi1ON ]z.D. .......ISICH z, cF TIE NEW YORK STATE LCURATON LAW' tlNLY LOP LS FP:F:M iryC O.S." Of ry55LR fY MMAC° 1 U„ AN CPjGiNM1L OF T„E W:I19LRVRV IES BE. SHALL BE CON 111 ED TO BE VAOD TRUE COPIES,' GERTFICATCI{ INDICATED HEREON SIGNIFY THAT THIS SURVEY WR3 PREPARED M ACCORAMGE MW THE EXISTING CODE OF PRACTICE FM LAND SURVEYORS ADOPTED BY HE NEW NPN DIE ASSOCIATION OF PROF R 'SNLand LAKE CRSAID GnNS LL RUNONLY TO THE PERWry FUR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO WE TITLE COMPANY, GOVERNMENTAL AGENCY AND LE[UNG INSTNITON LISTED HERE%, AND GT„T 3GNLE� ,T„EUNUNG .LTH;UTGN. ,'518) 792-8474 New York Lie. No. 50135 Scale 1° 20' M{ 1 KEITH 1! Town of Queensbury, ap of a Survey made for'' ELYSA CAVAYERO Warren County, New York Scale 1° 20' 5 8/1,8/08 FINAL UPDATE S-1 SHEET 1 OF 1 4 1/11/07 FOUNDATION LOC./TOPOGRAPHY 3 5/7/03 PERC TEST & WELL LOCATION 2 3/27/03 DOCK OFFSET DIMENSIONS 1 2/13/03 .SPOT ELEV.'S/BLDG. HEIGHT CAVAYERO c$$$ DWG. No. 03 017 NO. DATE DESCRIPTION 13-1-6/226.12-1-21"- 13-2-46/226.12-2-39 . R • Final Survey inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: — J -CJ S 1 NAME: CL L v LOCATION: a SD .-- . PERMIT#: ! ♦— • 4 _da-,f Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: 4 Craig : e •• 1, Zoning Administrator Notes: L:\.SueFemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc i Queensbury Building & Code Enforcement - Residential Final spection Office No. (518) 761-8256 Arrive: I ;•11 -sir/too, D rt: a Date Inspection request received: Inspector's Initia s: y NAME: GQ,, 1:214FFIN() 'ER T# y(p()., LOCATION: l PI 0\6013 R D DA E: 4.—l—D `, TYPE OF STRUCTURE: Comments: Yes/ No N/A 4" Building Number Address visible from road Y! _� g ��� (�O (1� Chimney Height/"B"Vent/Direct Vent Location ✓✓// "( Fresh Air Intake �// 3 inch Plumbing Vent through roof minimum 6 inches \ / Roof Complete/(Exterior Finish Comple TEMP V C i3V t \j2), 5 Platform at all exterior ss %./ Handrail 4 or more risers N,/ Guards at stairs,decks,patios more than 30 inches above grade 17,0 C—C= �� --N- ___ E `�Q Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more / �� Handrail Termination at Newell Post or Wall ✓// t ` �\ Interior/Exterior Railings 34 inches to 38 inches , Deck Bracing/Handicapped Ramp Compliant / / C �P> ` 6�'�� Grade away from foundation 6 inches with 10 feet ✓ ,✓ FL-1' �J\ 6 inch clearance to sill plate ��' 1 l M 1J Gas Valve shut-off exposed/regulator 18 inches above grade ✓/ Interior privacy/trim/doors/main entrance 36 inches ✓, Bathroom/Kitchen watertight /I/ I/ — � \)F� 6S)1?---1\‘A -01°11\A Safety glazing/Win in stairwells safety g ng ✓/ Interior Smoke Det ors/Carbon noxi.: 'etectors / l fJ - ...T:\,45-c-- �D nQ�rl� Every level: Every Bedr ,/// Outside every bedroo area Inter Connected: // Battery backup: - / 1 V--O\L-0`— F�?te l OG Attic access 30 inches x 22 inches x 30 inches(height)in accessible area rrd// v/ Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents 1` Bathroom Fans,if no window ✓ /./ -;_t?EV-AA , �� �S��v� Plumbing fixtures Foundation insulation �� -` �� �� Floor truss,draft stopping finished basement 1,000 sq.ft ,.,(//// Emergency egress below grade / ,/ E-0\ RA t�� j 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 / c ‘v\ Low water shut-off boiler �j \ .1 \ i\C Relief Valve(s)installed/Heat Trap!Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'N"Gypsum ,..2-, -- -\ ��� Basement stairs dosed rise>4 inches ✓ ,/ Garage Floor Pitched / • Garage fireproofing 1%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 f As Built Septic System/Sewer Dept. Inspection Sticker ✓ SitePlan /Variance required 1\(� �EC�Q�? Flood Plain Certification,if requi d�� V?U` Okay toissue C/CorC/® empora anent) p����� 1 OD e_, ('o,00 SFE L:\Building&Codes Forms\Building&CodesUnspection Forms\Residential Final Inspection Form_revised_1b0405.doc;Revised January 7,2008 . \D o —\\=cO Queensbury Building & Code Enforcement - Residential F' al I section Office No. (518) 761-8256 Arrive: • .i,��/ •- 'a: a Date Inspection request received: Inspector's initials: A►.,,/ NAME: C e\)Pi\,)CRD PE" IT#: Q t — LA(ON, LOCATION: `,t'�`-7 t-' t R 0 0 D E: 7 -- \-3\ — T TYPE OF STRUCTURE: Comments: Yes 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 1--C;00 -Q Roof Complete/Exterior Finish Complete Platform at all exterior doors / Vl lj‘\ 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 Wall li 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 J/ Gas Valve shut-off exposed I regulator 18 inches above grade J Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazi', Interior Smoke Detectors/Carbon Monoxide %lectors Every level: 1/ Every Bedrgom: > � Up_t 't � Outside every bedroom area: ✓ �,C Inter Connected: Battery backup: t)E 6t2-- ` f t-k Pc-UokeiA CoA Attic access 30 inches x 22 inches x 30 inches(height)in accessible area ,` /r Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents , Bathroom Fans,if no window /// Plumbing fixtures ✓ / Foundation insulation /� 7 �vFP b A %t1l1 Floor truss,draft stopping finished basement 1,000 sq.ft. ,// �� �� Emergency egress below grade / V © Gas Furnace shut-off within 30 feet or within line of site � / �tyj�l < < , Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler ,/ Relief Valve(s)installed/Heat Trapf Water Temp 110 / Enclosed Stairs Sheetrock Underside minimum W Gypsum ,// Basement stairs closed rise>4 inches / Garage Floor Pitched JJ --�--7 ✓�` \' 6 p(" Garage fireproofing/'/,hour fire door/door closer / " V1,���D� Duct work Sealed property Gas Logs in Sealed or Glass Enclosure � AC--A\_._ Final Electrical i Sa C A'F _ Ce Final Survey Plot Plan Arc Fault Breaker in Bedrooms / // ' rZ`�'P'cv—Flex Gas Pipe Bonding / )// As Built Septic System I Sewer Dept. Inspection Sticker \Site Plan /Variance required > �E_ C imt)MD 1.J Flood Plain Certification,if required Okay to issue C I C or C I 0[Temporary/Permanent] L:\Building&Codes Forms\Building&CodesMnspection Forms\Residential Final inspection Form_revised_100405.doc:Revised January 7,2008 Septic Inspection Report Office No. (518) 761-8256 Date Inspection eq, ei -;P: Queensbury Building &Code Enforcement Arrive: ;� a/ v �,, ' 'art: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial-ape NAME: atuQ, e c' P'R IT NO.: -- 4164 LOCATION: ___Z—,F_ c - RP •ECT ON: 'I — t--T)9) RECHECK: Comments and/or diagram Soil Type: Sand / Loam / Clay Type of Water: Municipal/ Well Water Waterline separation distance _ ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field / Pit Opening Sealed: _Y_N End Cap _Y_N Inlet/Outlet Pipes &Baffles Y_ N Location / Separations Foundation to tank ft. Foundation to absorption "7---0 EES -\0 kv__ E __ _LI Separation of Pits . i Conforms as per Plot Plan N i L- � Engineer Report and As-Built Y N D`7EV-- F>;e_k_K) Location of System on Property: Front Rear Left S-• - Right Side Middle Front Middle Rear system Use Status• Vp• •ved • rtial Approved and •--•s to •.. - pe • ease , - e :ul •.-• :C;-.1••'s Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax - 518-792-851 June 27, 2008 Project# 49250 Dave Hatin Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury, NY 12804 Re: Cavayero Residence—87 Mason Road—Replacement Septic System Dear Dave: This letter is to inform you that we inspected the completed septic system for the Cavayero Residence on 87 Mason Road in the Town of Queensbury on June 17, 2008. The septic system as installed was for a 4 bedroom house and consisted of an existing 1,250 gallon septic tank, a new pump station, a new distribution box and 2 — 40 if Eljen-In-Drain laterals. The system conforms to the requirements of the approved design letter. Please call me if you have any questions. Sincerely, Thomas R. Center Jr, P.E. ly y SOILS DATA j MAP REFERENCES: TEST PIT m U z MAP OF A ;IIRVFY MAOF FOR 0 W' TnP Snll Q W O I DATUM: U.S.G.S.t CONTOUR INTERVAL = 1 FOOT �o ^b I 01 r t, -i‘ TSA Septic Inspection Report Office No. (518) 761-8256 Date In pection req • -c-iv-•: Queensbury Building &Code Enforcement Arrive: I - a , 0,0`-part: a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial 4/_ NAME: C A\\A`.1 E$t' P ' /IT NO.: LOCATION: (O 7 N‘ cy)( R PELT ON: (Q—I -'O[` RECHECK: Rl RM0CAV 1 Comments and/or diagram Soil Type: Sand/ Loam / Clay Type of Water: Municipal / Well Water Ar D V- , / Waterline separation distance ft. ✓ Well separation distance ft. �ti�Q O�r Other wells: ft. Well Casing Length 50' + / - Y N N/A p\\ Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. 1�EEp �`� �� � Size of Stone L ec_ Seepage Pits: Number F 4 L. `- \'"7-1C Size: x _ ��, Stone Size: ti Piping Size Type WW_JD Q\L 11\7 T'-Bc1c Building to tank Tank to Distribution Box Distribution Box to Field / Pit \ L kt Opening Sealed: Y N End Cap _Y_N E_,AcF \ �� Inlet/Outlet Pipes & Baffles —Y_ N Location/ Separations • Foundation to tank ft. Foundation to absorption ft. Separation of Pits _ft. Conforms as per Plot Plan _Y N Engineer Report and As-Built —Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Statu . AC-ei, Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc (seal /—3 6,0 -er) Septic Inspection Report Office No. (518) 761-8256 Date In pection re./ - . Queensbury Building &Code Enforcement Arrive: �'<l- ) r -part: moi ) am • 742 Bay Rd., Queensbury, NY 12804 Inspector's Initis NAME: P.'IT NO.: 16– ,! LOCATION: I :PECT ON: A.111/4241 RECHECK: Comments and/or diagram Soil Ty• Loam / Clay V Type of Water: . clpal/ Well Water '– Waterline separation distance 1 AO ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. tJ Ta Jam\V` Length of each trench 2.Q_HO ft. Depth of trenches 'Z ft. Size of Stone c orwg_E E 1J¢\oSQ Seepage Pits: Number Size: Stone Size: Piping Size Type �� Building to tank " .47,4 tip Y ) Tank to Distribution Box 2 F-oc ‘tkiR\tJ Distribution Box to Field / Pit qv% Sc_vt L40 -rt.:, Opening Sealed: VY N End Cap ' Inlet/Outlet Pipes &Baffles Y— N Location/ Separations ti Foundation to 4 . lb. „op Foundation to absorption Separation of Pits Conforms as per Plot Plan _Y EES – ‘301\__I Engineer Report and As-Built taEZ!S \ Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Queensbury Building & Code Enforcement - Residential Fi• .I -pection Office No. (518)761-8256 Arrive: Zb tC ami*' I - _-rt: 2.11,3a an- Date Inspection request received: Inspector's Initials: NAME: C� PER #: O(Q -14-(010 LOCATION: ` M`(vl-)n0 F .1) DAT TYPE OF STRUCTURE: 1?E.Lt IA v..1)ke_� F► 1L X10.` ECC1,,4 Comments: Yes No N/A 4" Building Number Address visible from road • Chimney Height/'B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin• Vent thro •h roof minimum 6 inches A 4 Roof Com• ete xterior Finish Complete Platform at all exterior doors Handrail 4 or more risers . Guards at stairs,decks,patios more than 30 inches above grade f, Guard at stairwell at 34 inches or more Ti 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 I trim I doors I main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Det /Carbon Monoxide actors Every level: V Every Bedroorp! � > w1 EEO t_GIT 1- Outside every every bedroom area: ✓✓ C� ��VJ� Inter Connected: Battery backup: Attic access 30 inches x22 inches x30 inches hei ht 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 EEO � !�J oundation insulation u3 ( A Fo -\ M Ot-c BE Floor truss,draft stopping finished basement 1,000 sq.ft. C-O�E-R-0 L6` gO„k Emergency egress below grade l Gas Furnace shut-off within 30 feet or within line of site 1 IJ P,DY--- P‘Plak Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating .A4Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IAS”Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door closer Duct work Sealed property 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 I Sewer Dept. Inspection Sticker 'VI 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\lnspec tion Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008 Septic Inspection Report Office No. (518) 761-8256 Date Inspection re• Queensbury Building &Code Enforcement Arrive: \ -OO .. i ,-..- . 2_6— a /pm 742 Bay Rd., Queensbury, NY` 12804 Inspector's Initials• 2-ma NAME: CRv\ R 's1 C^ P ' IT NO.: © D— (Qt0 LOCATION: )7 1-\ R600 RV SPECT ON: — k3--O RECHECK: " P R Q,1 1 BL_" Comments and/or diagram Soil Type: Sand/ Loam / Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. PtWQ.� D EQ P WIDR Size of StoneRCC F1)5 Seepage Pits: Number �l)t--1Pb- \ 1 o 5 Size: x BEFTR-E Cao f)0 Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field / Pit Opening Sealed: Y__N End Cap _Y N Inlet/Outlet Pipes &Baffles _Y— N Location / Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y_ N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call t e :ui ding &Codes Office Disapproved Last revised 06/18/07 L;\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc 9-/( . . iz-b7 Foundation Inspection Report Office No. (518)761-8256 Date Ins tiquest received: Queensbury Building&Code Enforcement Arrive: 5 am/ / . Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect is Initials: NAME: Cava. e_ro • PERMIT#: 06- `�'V6 LOCATION: �faINSPECT ON: TYPE OF STRUCTURE: Comments Y N /Vc C!}'/J S 0/'J 1 .) CFootings U _ Piers Monolithic Slab Reinforcement in Place - t '~ ;f / 6' u , Arr 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 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\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p Depart: 2.30 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: • NAME: C.P(4471aQ0 PERMIT #: C -4(i2& LOCATION: C51 JVL 4r-c R INSPECT ON: 407 TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 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 Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace , uct work sealed properly / No duct to e COM M ENTS: \ `��v � [ 1 V` •� o-K3 L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection re st r- es. Queensbury Building & Code Enforcement Arrive: -L4 am • , epart: d`7 a I •r 742 Bay Road, Queensbury, NY 12804 Inspector's Initial!: �" .. NAME: 0Ce--v� 4601 PER #: LOCATION: k '7 0 Q S0/? INS'PER/ ON: 14k)t TYPE OF STRUCTURE: Y N N/A /i W/t '/ �/) Rough Plumbing / Nail Plates ? Plumbing Vent/ Vents in Place C7 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum J .r :> PM 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 V Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Z- c> P\7' L:1Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 2 ----4 tuk..64Rough Plumbing / Insulation Inspectn Report Office No. (518) 761-8256 Date Inspection reques rif, t • -d: Queensbury Building & Code Enforcement Arrive: �a % •-part: Z— - arr,�J" 742 Bay Road, Queensbury, NY 12804 Inspectors Initial rile / L NAME: ,i.,-e f - P RM r #: 06- �K�-, - LOCATION: . A4_ 4 -0;. SP'CT ON: I[)--3—o7 ` TYPE OF STRUCTURE: Y/ N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum f Cleanout every 100 feet / change of direction // Pressure Test ✓ Dr.'a Vent v/ S1A...d / ✓ �/ P.S.I 10 ft. above highest connection for 15 minutes 1 - re Test J ..-r Supply Piping ir-' -:� / OAP.S. 2.r 15 minutes Y o Residential Check / Commercial Check _ orerV t, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: L:1Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing/ Firestopping Inspection R'port Office No.(518) 761-8256 Date Inspectio - e r ed: /0 3 JM Queensbury Building&Code Enforcement Arrive: •, �, aij epart: 'G, ir 742 Bay Road,Queensbury,NY 12804 Inspector's Initia r.: NAME: 2�7 ��I 'U�," PERMIT#: — (o� LOCATION: — LO' INSPECT ON: ( TYPE OF STRUCTURE: CC( 1 ' (J l L.te Y N NIA COMMENTS Framing Attic Access 22"x 30"minimum Jack 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls 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 water shield 24 inches from wall Fire ep• .on 1, 2, 3 hour all • 3, 4-lho irestopping (0-TE 9,_%01?_. tZi=k03 FV Q ° I Penetration sealed ,tom,, DTO SOP 16 inch insulation in cavity min. v, , Garage Fire Separation 1DM ?LATE House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall pock Windows Habitable Space/Bedrooms 1) E(L LAo 12 24 in. (H) 20 in. (W) FY 5.7 sf above/below grade c' - 5.0 sf grade t,` _ Yk - �j / Framing / Firestopping Inspection Report/ ' Office No.(518)761-8256 Date Inspection requ- -' ed: Queensbury Building&Code Enforcement Arrive: to ale II:.art: 7._!.3,6.- am/- 742 Bay Road,Queensbury,NY 12804 Inspector's Initia - ' • NAME: IavPERMIT#: •• LOCATION: (5'7W0-(:)--- P----i INSPECT ON: t 10-3'0 67 T E OF STRUCTURE: 2— lok\ThilVi _c---Tvot yiN NIA COMMENTS Framing Attic Aedss 22"x 30"minimum Jack 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate . 1 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses C 1 O� Anchor Bolts 6 ft.or less on center �LI�LI t �G I e and water shield 24 inches from wall Coi �� 0� jZire separation 1,2, 3 hour Fire wall 2,3,4 hour . A Firestopping > ✓ N\ � Penetration sealed «l '�J c-k.RtvJ6 A .x__E_C___ ��k-VCT - `tit;) 16 inch insulation in cavity min. Garage Fire Separation 1 � — �4\u`7 to i- House side %z 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 IE -- ----wallga' 000 Interactive Engineering Solutions,PC 112 Willard Street•Minoa,NY 13116 Phone 315-656-4659 Fax 315-656-4679 www iesolutions corn Site Visit Report #001 Date: October 2, 2007 TESolutions Project: 2006-109 Project: Cavayero Residence Location: Queensbury, NY Construction Ed Owner: Cavayero Manager: Date of Site Visit: October 2, 2007 Time on Site: : :Z. - Weather: Sunny _ Temperature: 75 (approx) IESolutions Carl Nordberg Representative(s) on site: rt Contacted at Site: r: - ) 14> . F ": --,-.? /N"1]Z 4 - c ) ' '7 i -4 ,_. ____,' (:) ) CI f's-- --• IC_ . --s r i ' .\-' 1 I '\- . ._ , , . ( , C)/ ) t ,k , ...- • C / ;\'‘'. i,....s kl1)\:_ ik.1_,"%--1 ‘ L"'''\'`—'" i - I.' \''), t I . 1 -., t -i „.: L.) i , -.., 7--) 1 iN ) \ i- '.."` --" ,._ i ‘. 1_ / ,...... . - : .7 ....... . ...-- . V. _ .... k tr 1 i ' ..., r• ,....„, i ., : > . ,..\ ",..-::()(---1:-. . 5 ‘= fv -- ,--, ' ,- r) Regards, -I P..------ , , ,- ,r----,, ,,--. ---i-- ,,-, -; ., of NEI,v, ,--- 0 - k . 1 c:ac,l'es 00 N0,5:0°If— — , Carl Nordberg vs 4-v."; L.,;: --, o -No.:--;,,---r•-• a cp,,v Professional Engineer No 075555 • '99e)PESSO*" 19rovaing Complete 5lrucivra I flqineent-ig 5ervice5 Utica—Rome:315-339-7855 Syracuse:315-656-4659 1 Town of Queensbury Fire Marshal 742 Bay Road AV C Queensbury,NY 12804 ;44111111111011 T.77 l,v'-`- 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructio' • . specifications contained in the Installation Manual accompanying the appliance.No deviation from the manuf instructions or specifications is allowed. Permit# O ' WI° Schedule Inspection V10 Time am anytime Ins, f, .� - ' Name Glife1. tlz o Address S'^ /vPcl Schr.".- Z-b , RoughIn— nal_ Appliance Manufacturer }-}_pts c (>i_11, Model# 4,C.Q , kZP ir2 ,- .-e*- oozy,ov, Direct Vent Factory Built Chimney v7 Flue Syne Double Wall Triple Wall Insulated -_—- Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) (....€t wk:e. Firesto S Vertical Chase V 16T L0 Wall Penetration c ky_. ;oP c__\-\ Vent Clearances to Combustibles / (.-_- _-_% _\ 13 ZtJp F e.__ Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve / 0 c\ 7IV- cxg_ nV--- -A-© �9 oto \s— FL . Combustion Air / � Hearth Extension (if any) Mantel • Height above f/p opening Witness Operation Tank Placement(if LP) White-Bedydin=Dept — Yellow-Customer Pink-Fire Marshal z -7/ oediesolv . ,--5- ‘/07 . Framing / Firestopping Inspection Repo Office No.(518)761-8256 Date Inspection -..,„,,:§t-r-, e. ,ed: _ �? Queensbury Building&Code Enforcement Arrive: Aye . t 4C7._r •i. am/pm 742 Bay Road, Queensbury,NY 12804 Inspector s Initis/( 2- 1 4 7 \-V) - 4 NAME: ( -7fl ) . PERMIT PERMIT#: if ` / / ' LOCATION: 4s,� /�. , INSPECT ON: � IM TYPE OF STRUCTURE: \(.1 �Y N N/A aming Fr �` COMMENTS Attic - ss 22"x 30"minimum<7 I bp‘Ll.-- c e _\AV-kkIvXD. Jack Studs/Headers \,...)\-\e,3 S71..... ,M l`a i \\T L- Bracing/Bridging Joist hangers GpAR4 IJ e-1?-- Jack Posts/Main Beams Exterior sheeting nailed properly \ k 7 \la5 CI-62 ,o 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 1 Headroom 6 ft. 8 in. D P1- \NAL Notches/Holes/Bearing Walls 3 PA F` F Metal Strapping for Notches Top Plate 1 /2(w) 16 gauge(8) 16D nails each side I VV., ke� F� Draft stopping 1,000 sq. ft.floor trusses / ` , or Bolts 6 ore on center , L b C-1t�C� Ice and water sh1eldd 24 cher from wall 1 N1 Pr 0\ - A-2- 1...-12, FIT .separ-akloril, 2' 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'A 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 , i : 00 lfvCSbi /2- 3 //-7 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm� Deepart: 4:3_0_am/pm 742 Bay Rd., Queensbury, NY 12804 Inspectors Initials: _4MLV) NAME: C,S,r-yc7, f C) PERMIT NO.: 2oLOCATION: /? So 'j_. INSPECT ON: jailin RECHECK: Comments and/or diagram Soil Type: Sand/ Loam / Clay Type of Water: Municipal/Well Water Waterline separation distance ft. �� - I ti i 1 • Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. SPR..._40QC_ ----/ Length of each trench - ___. .— ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: -- --X -- --- Stone Size: Piping ;iie Type Building to tank l lor Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y/ N/ Partial End Cap Inlet/Outlet Pipes&Baffles /r•- Y N I •-------c7.-7/•42 e_kk-skekArisC_E_ Location/ Separations Foundation to tank ft. 1 � � A.F4) Foundation to absorption ft. C1 1 ( f K_ )-,(�0 Separation of Pits _ft. Conforms as per Plot Plan Y N t , . - .- (5- 11-e--- -- 1A-tc2-5F4e5 - Engineer Report and As-Built Y N Location of System on Property: � t__ Front Rear Left Side Right S — �� 'v -7--( ' t r: `1 r4-4A Middle Front Middle Rear S e` R-l'tLY v I System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 2 - .7T / /iiior-7-- Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ?CC am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:(�. NAME: �' t/ � PERMIT#: ~ ��/C . LOCATION: G f INSPECT ON: i 11( (b TYPE OF STRUCTURE: Comments Y N N/A Footings Monolithic Slab einf went in Place-----__. The co to7 cr is responsible foc ,,' provi ing protection from freezing I for 48 hours following the pl ent of the concrete.f__-- la erials-fortlirs purpose on site. Foundation/Wallpour Z \ ,,,,..9 Reinforcement in Place Footing Dowels or Keyway in place1 Foundation Dampproofing , p5 `1 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 Xf),/jBj31--V /A-k7 . Foundation Inspection Report Office No.(518) 761-8256 Date Inspectionnest received: Queensbury Building&Code Enforcement Arrive: ( .Se-3 am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �,t t y PERMIT#: — 1 a LOCATION: 7 fro INSPECT 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 Dampproofing Foundation Waterproofing Footing rain yIight or Sump Footing Drain Stone: 2 inch 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval j Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1BuUding&Codes Forms\BuUding&Codes\1nspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection rest received: Queensbury Building & Code Enforcement Arrive: /) ; I) am/pin epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NN__�'`— NAME: L q U 2c) PERMIT #: Oce ` l� LOCATION: atA.- ,0 0 INSPECT ON: /5 7 TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Clepnout every 100 feet / change of direction P ssure Test Drai .-• t Uti 76 SL.4(5 °A)(–i Air -read 5 • S.I. o- 10 ft. above highest connection for 15 minutes Pres . - Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent, Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace _ 1 Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\i3uilding&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No. (518)761-8256 Date Insdo uest received: Queensbury Building&Code Enforcement Arrive: .2"(A/pm 2,(2,Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's Initials: -At NAME: 0.4V4 /� PERMIT#: 66 -- �P CSP LOCATION: fir- -Aid',*. \x.\pc .J KO INSPECT ON: Q b 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 Doting Drain Daylight or Sump Footing Drain Stone: 12 inch width g f�Ac&. 6 inches above foo g 6 mil poly for wet areas under slab Backfill Approval - //i; , / bing Under Slab PV /Cast/Copper yb Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Bullding&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /- .3 7z , . //2/07 Foundation Inspection Report Office No. (518)761-8256 Date Insd._o request received: Queensbury Building&Code Enforcement Arrive: -�, . ) am/pDepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: _ -e CCS PERMIT I: —27'(-� LOCATION: . V/ A. KA . INSPECT 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 J/ Foundation Dampproofmg ;, Foundation Waterproofing Footing Drain Daylight or Sump / 4t r "ye ' Footing Drain Stone: 12 inch width me eh s awe footing 6 mil 1ppoly for wet areas under slab Backfill Approva EWAl LPlumbing Under Slab PVC/Cast/Copper Foundation Insulationerio Exterior W c=5r/�irJcG� Rough Gr de 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Bullding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /61,9-e/9 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: /� J,c2 (., Queensbury Building&Code Enforcement Arrive: am/pm Depart: ;q. pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ^ C PERMIT#: QeP LOCATION: cC9 M1Ari 'Z(' INSPECT ON: F i i._/, 9/016r° /1Com TYPE OF STRUCTURE: l 3> / 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 ,j j Reinforcement in P1 L Ll rj ? CARL rt'"''�"k. Footing Dowels or Keyway in place \iie-OW'yN . '— Foundation Dampproofing I Foundation Waterproofing JT (- / Footing Drain Daylight or Sump � ►`� Footing Drain Stone: 12 inch width �j 6 inches above footing �L l4Sl�' 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 1 MAP REFERENCES: DEED REFERENCE: MAP OF A SURVEY MADE FOR BERTHA I. ROBERTS CHERYL S. BUTLER. PATTI A. CRAIG TO w &PAUL S. BUTLER MAON CLARK, LLC 411, 242 31,-- r oy° 5 F DATED: NOVEMBER 15, 1988 DATED: MAY 16, 2002 BY: VAN DUSEN & SIEVES BOOK 1267 PAGE 146 MAP OF A SURVEY MADE FOR JOHN & MARION CUSHING - DATED: AUGUST 21. 1990 • BY: VAN DUSEN & SIEVES IFOUND - MAP OF LANDS N/F OF _* 12, 0 RFPIPERON RODO BE SEI LAKE GEORGE, NY E 613/184 .a, . UTILITY POLE SEA-WAILDATED: APRIL 1887 \ .r.s•a/ —•—• WOOD FENCE BY: J.W. REED K `e h \ \........„.. 27 ,,..,, . SPOT GRADES _ 5 ' AD• .'S HOUSE ro IS) I 'F� l .4,030 , .••-..----/.. LL BOAT {/�e 11 11 11 (, l I j j n / / / / .2s' •IRr HoV HOUSE OVERHEAD DECK IF ��.,,.• 1'•k r 1 l 1 / / / // • •' �L'7 r / 1 i/ \ / ./ / , / w/ 0 3s0 KE 1 1 r a / ~\ GL E e0•: A . G SHORE III I F ,.,. AREA " Q 1 1 1 nea. ONLY OU >^°Y 9,242 8q.ft. - ` 3 CONCid__RETE ; 21 acres n I t 1c.CjO1�G�E �1Ill," `� /� 1 y FIREPLACE � •.a 1 1 . P CARACE • 11, I 1 � ASV F ► r n ...%41... CONCRETE__._. ___ + nit 'i I 1a X / i (, ^ 1Nss zo's9 w _ /� / /� .r........• J � i DOCK �:• , I ADJ0INER'S HOUSE / /, AWING / / / n AU.S N / / ARE �i�. LANDS F OF �' / ;, /3,sso .q.rr. / N LANDS N/F OF NoO PC CLAR. =•SOC., LLC W a / 7 0.0e acres I :I BRENNAN fv 1.4.140 61 316 _ / / 1 O 982/2 t7er- r / / 1 14E13 ■Ay(.1a�_/ 1/ I '6.20'20 , ( PF IN CONCRETE 'sI�G VIvoGt44o •t) �1. � 1I�, .T14,45 / LAND• N OF• 1, • DS N/F OF SHOE 10. ' '•: ,'� Y • 1 71/28 DATUM: U.S.G.S.t CONTOUR INTERVAL = I FOOT IRF lTJ Date, FEBRUARY 7, 2003 a•n & u S e.1, •�� Map of a Survey made for Scale 1'x20' St e v e s ILIL liwy•_ - KEITH & ELYSA CAVAYERO '""°' F«,�AB Loc/roPOCR/PHY S-1 Land Surveyors an CV o �. '. s Sn/� PERc TEST d WELL LOCAnON ItdrOP•MO la la Mai.IN.lit�"�.na�`.r'".r,- 2 3/27/03 DOCK OFFSET DIMENSIONS 811:ET101.1 189 Ravlland Road Queensbury, New York 12804 .•��...............` " Town of Queensbury, warren County. New York 1 2/13/03 SPOT ELEV.'S/BLDG.HEIGHT CAVAYERO C888 (518) 792-8474 New York Lic. No. 50135 NO. DATE DESCRIPTION DWG.NO.03017 13-1-6/226.12-1-21 - 13-2-46/226.12-2-39 r NU 1 r i i %/ % / •,v,,,,,,,,,,,,i,ww?7 vff loam (///f /,,.:....... R e . i/li ., %� •',%../f%,'/ / j //,./;, .. • ,5 1 •:.:X6r-- ,iiiiiiiiu.�/�";;;..*:15%;•;;;;;;/-7-`iiiiii3iili Y ��, ,iiiiiii.////3"lI i ii ' V j 1 :� / / mo,/ � ��� ;.:Ok,i , ,�, .,ice%;. �,,,,,i7/0, 1 ./ 1 \ Oi: ,.,Awe:wt.:I, ..0,:wivezezoW z ZIZIzzzow.I.I ./r. I . d...'7 -14---. !.. :-:..:4--.:-.;•:-F--4.-r:-W4.:-:-X4::--z.:.:-.7.:-7,7,7 -:.x.- '„,71/7 / i /7 1 * V %' o. I. J J ;; / ir,, '"%i•,,,e.-,.I /01 / Il 1 j• I it/ i I sloped ooppef '' �i 0'nenafwebbebw `` !g out to � /ii� '3./.,,1,2.� �7, % �•�'o� •..A7//,//,/i////.44 a.ezwziiiii/uiiz,zzzziiiiiiiiiii-•iu i:1///////viii,,,,.•r/ ./..,,i/; s ! ( XtraST ri.00et. .10 It-N O T E: ^ ^ SU�►f f b ��If/ N!Wr YL oV v IDS r "TOO ��� Am I GC MUST HA v..SURVEYOR STAKE ALL SETBACK LINES.ESPECIALLY NOTE THAT THE CURVED VW 1 BALCONY OFF OF THE GREAT ROOM MUST FALL INSIDE THE 50'SETBACK LINE. f ( 1 2 '4 %.F• 3 39 G AR.AG E . ... ...4;.. ...... ......r.i ..._,. ... ..:._.....isr.._... _____ ___Fr COMPOSITE DECK OVER FIRST FLOOR ROOF 1 C- -a \ . f o;A� \� \!`�1`1\' laimmo • �i Immo A.; 'Iiiilig... \\ \iii 1 : L j `` I \ • NI • er \;41310 0 gli ,\ \ \ \ ter. \ \,. N.' , 0 LS \� \, ,, • • \ • N. �' 0 �:• \�\\\\\\\\\\\\\\� _ .•,, '...,�\\\\\\\fir\\\\\\\\\\-,NN. .._. V y r Wt 14. • I irY I , 6aF. r j'I► , , MECH/STOR 1 COVERED STORAGE CLOSET 1 1 0 1 ► r____ �.. 111 , r. ....4 ►Irrr , 1 4 f r//�fF if y �`•••r ,-.--„.7 ��� UNEXCAVATED 1 ----6- /.'//S''S%lSYi 1 I � // I IBASEMENT MECHANICAL n . [ Voewiewr n ID o ulsko6 a snip 03110SC!): Brockway-Smith Company.,� www.brosco.com / _U v 6 y-4 2' �, JUN 2 g 200 CAVivege0 ReglOakeo BUILDING ANp1\SE U Rl i•'1-0 � � • ct- AE '�p��� g-'-r, j cooE �ErT(G S �j al 06916 c .�Zl t'z.t11 • 3 13Eot2.c of-4 pLos../ x 5 L& ac, / ILLy t r 3.o GAL/ '11Lrte.►c_ers 51.1.0tJec i4rt sic;J • 4trItc, GAL. Reari0 ,.. )3e, 6)4.Loci t U kP ' ,, , 5-0 I.Q. pracksi 9r 'o 1� r Al-to oal -1/2)* cdc&:2. o f. LUtLII r''Llr4( 6ouv , kOrJEt., \Igo 5f2 I-{ 1 3d\/, c.54, Dry. t Gam/ ,-2 0 GhL / at I1.,to7't . v1/ rorkL, 446 .. v9.1-Fr \t aicA(. = Fuel PI rPei X671-4 ; 10,4' fI 1 eou V LSI. -714 z '3 .81 • i l`3j0c,-.3,4d rI✓LJ . tvei c R' - = I'' r29 11-t 1-4/1-JUTES 4r7rticA 1oLS C. - I.2 GAL. /SF/ bA,,r / I .2. _ Q75 sF 2*/Le 134 F r F►r-.t.O : UTr. @ 16'O 1/4, , 1-8 , -1 / LJ/ T� i'�ES16L l „, EL>d IU - 3 o c t 330 GF .,, 31 U` or rr L u : /0 IIJ - Qr2/ 1L1 uLsiTs r2owi9 of S 16 EA eod 'PFIh 0 'a " Lor poi r.= c kL 142Le! 0r- L4i&...1 ANDOVER, MA 01810 COXSACKIE, NY 12051 HATFIELD, MA 01038 PORTLAND, ME 04103 146 Dascomb Road Hudson Valley Commercial Park 125 Chestnut Street 203 Read Street 1-800-222-7981 1-800-222-7303 1-800-922-0191 1-800-442-6734 Fax: 1-800-242-4533 Fax: 1-800-222-7304 Fax: 1-800-922-0296 Fax: 1-800-443-0331