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2006-710 �_ TOWN OFQ UE ENSBURY Fow 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20060710 Date Issued: Friday, July 25, 2008 This is to certify that work requested to be done as shown by Permit Number P20060710 has been completed. Location: 22 TREASURES PI Tax Map Number: 523400-302-008-0001-087-000-0000 Owner: AMEDORE HOMES Applicant: AMEDORE HOMES This structure may be occupied as a: Garage - 1 Car Attached By Order of Town Board Townhouse TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the ,45t• 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: P20060720 Application Number. A20060720 Tax Map No: 523400-302-008-0001-015-000-0000 Permission is hereby granted to: AMEDORE HOMES For property located at: 314 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: JAMES & GLADYS BROWER TRU 121 POTTER Rd Garage- 1 Car Attached GANSEVOORT,NY 12831-1011 Townhouse $17,500.00 Total Value $17,500.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2006-720 BUILDING 10 20 TREASURES PLACE (UP,LEFT) 1641 SQ FT CONDO WITH 268 SQ FT ATTACHED 1 CAR GARAGE $256.54 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, September 25, 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 Tow i of' ensb Mo ! S ptember 25, 2006 l SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement • .............. .8.( .11c i 1.1_(.4c / OFFICE USE •••• "''ID . ONLY �- TAX MAP NO. DZ — .— ....., PERMIT NO. ; ate FEES: PE' 1112282/ R 14°"/-01 eaf w /D ' i .. t T ��- w6.Q T�F— ENGINEERING S# -0iii)x;C 'c/ UNITS - .R� .. _..—I.. applicable).......% ' . l C' PRINCIPALN� • STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING A PERMIT MUST BE OBTAINED BEFORE BEGINNING PERMIT REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTR CTION.PPLICATION IS SUBJECT TO APPLICANT/BUILDER:AriaeciaLLibtoes OWNER: - m� ADDRESS: 41'CP� r I v 11c11�. N / /2203 ADDRESS: ��}°Y1 . PHONE NO r/12fo PHONE NOS. CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE ' .-Zi&Z.04 LOCATION OF PROPERTY: 3 `tel „b., 01 2 �s fiac SUBDIVISION NAME: A AA PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z Cir APPLYPROECO YOUR z ¢¢O Ixo(?;)i- W p O co wriw o w tx a T z StN ¢ rg & OL oa = -MANJ NG 12311 II FAMILY it 16-(4 TWO-FAMILY MULTI-FAMILY (N0.of UNITS_ TOWNHOUSE BUSNESS OFFICE RETAIL- MERCANTILE FACTORY OR • INDUSTRIAL ATTACHE GARAGE 12,3) 26.0 OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: / .FUEL TYPE: HEAT TYPE: 'HOW MANY FIREPLACE(•S):eptiono,.J AND I OR WOODSTOVES(S : � ZONING CATEGORY: M � ARE ) THERE WETLANDS ON THIS SITE?____y_e_S__________ IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: j, • 'Please complete a separate ` P P Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-0S '1.4Z;; Tof Queensbury' Community Development Office • 742 BayRoad,, Q.ueensburu. NY l unA ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? NO NTS ON PROPERTY'? LAI +/ er Semen-4-5 ARE THERE EASEMENTS 4-y 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 llwe 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 anda gre to the above. _ Signed / Director.of Bu(lding &,Cq¢es: 761-8266 4for 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 I 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: . I� 41 BUI o'NG &CODES A---OVAL ZONING APPROVAL / icfD4Q DATE DATE QUESTIONS? CALL 7614256 OR EMAIL codes(tueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensburv,net Town ofQueensbury• "may Q ry Community.Development Office • 742 Bay Road, Queensbury, NY 12804 -4: OFFICE USE ), ,8 0/Lki10-: ',--- �2a2,- TAX MAP NO. PERMIT NO. PERMIT FEE T;,,` 100—k4 A APPROVALS: ZONING TOWN CLERK /WC; 2 9 2006 APPLICATION FOR SEPTIC DISPOSAL SYSTEM PER1Vl IT: 'f7:1' A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECX TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. � /1 91 / —(14v-iti 15 e xpt Co t,6/0,,,..,/ ..`S �ai AA-v OWNER: I vw d o J E 1 vy,-rt SI INSTALLER: I ^- } S ' ADDRESS: i"6 00 (�' - A tar f. '/� } ADDRESS: "'= t' 1K'�' f" Y�iw L._. i� /0202 0 3 .....- i PHONE NOS. S)1S j U / a I 0 PHONE NOS. 4aim a LOCATION OF INSTALLATION: Revs 1Q.r1( YEAR BUILT NO. OF X COMPUTATION= = RESIDENCE INFORMATION: BEDROOMS ITOTAL DAILY FLOW 1980 or older 1 I I = GARBAGE GRINDER X 150 gallon per bedroom INSTALLED? ' 1981 -1991 X 130 gallon per bedroom 1 = d.•.........i SPA OR HOT TUB 1992-present X 110 gallon per bedroom { = INSTALLED? PARCEL INFORMATION: / TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ .SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL ✓ WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS 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: 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: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM: (If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS. /TOTAL CAPACITY: GAL. f. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN �' N 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@queensburv.net /4,,yt , / / VISIT OUR WEBSITE FOR MORE INFORMATIgN o www.queensburV.net Signature of Person Responsible Date ".' , Town of Queensbury ■ Community Development Office • 742 Bay Road, Queensbury, NY 12804 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: /'--e__. LOCATION: Z2 _7?gscyes' / PERMIT#: D 6-- ?�0 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has Wen: 1 Cra rown,Zoning Administrator Notes: LaSuelletningway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc 1� son N 0 � N N O Z F* N 11, ,40135 TO THE SOUTH WEST CORNER Of THE LANDS N/F OF KONGIKOWSKI, et.al., AT THE EASTERLY BOUNDS OF BAY ROAD UTILITIES F°�FS� MAP REFERENCE TF,y MAP Of A 5URVEY MADE FOR NIGRO GOMPANIE5 BY, VAN DU5EN + 5TEVE5. LLG DATEDl APRIL 27. 1999 \ LA5T REVI5EDs SEPTEMBER 23, 1999 \ti TREASURES PLACE CPRIVATE ROADS CONCRETE CONCRETE CONCRE CONCRETE ET UTILITIES ❑ ❑ "1 ❑ ❑ ASPHALT PHALT ❑ UTILITIES BUILDING L77, 10 BUILDING 11 UNITS UNITS 2 STORY 16/18 20/22 WOOD FRAME BUILDING CONCRETE SECOND SECOND CONCRETE PATIO FLOOR FLOOR DECK PATIO DECK b ai N O 01 m 1 374.19' N84042'30"W v �J 9w & Land Surveyors 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Lie. No. 50135 UNAARING ED ALTERATION OR ADDITION S A SURVEY VIOL BEARING A LICENSED 9, S SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW." 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES." *CERTIFICATIONSSSURVEYWAS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE DUSTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICAnONS SHALL RUN ONLY TOTHE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTISUITION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.* Map of a Survey made for Linda & Robert Ki r k e r J r . Town of Queensbury, Warren County, New York lia-te: Uuty G4, cfuuu ,_ , Scale 1'=20' SHEET I OF 1 AMEDORE DWG. NO. 99073-10-20+22 NO. DATE DESCRIPTION Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive/ ' am/pm n part: am/pm Date Inspection reque received: Inspector's Initials: NAME: 7F PERMIT#: LOCATION: 7Fea 5c','S � DATE: TYPE OF STRUCTURE: Comments: Yes No WA 4' Building Number Address visible from road re'�J f V-' Chimney Height/'B'Vent/Direct Vent Location / Fresh Air Intake 5v/ e/ 3 inch Plumbing Vent through roof minimum 6 inches v 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 f Guard at deck,porches 36 inches or more ,F� JJI Handrail Termination at Newell Post or Wall (J 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/doors/main entrance 36 inches �iA-44g v5JBathroom/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 Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing I'/.hour fire door I 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 /I/ Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final inspection Form_revised_100405.doc;Revised January 7,2008 / 4 lAleclke_.s,/, Queensbury Building & Code Enforcement - Residential F al Inspection 0 Office No. (518) 761-8256 Arrive: ' i `�am/pr �4epart: am/pm Date Inspection request received: Inspector s I itials: C ' NAME: /17,A,.....- -.67-T.:„ PERMIT#: [/ (' --. 7/0 LOCATION: _ 2 /(.eo 5 Lit-G > f DATE: 7--- 3-00 TYPE OF STRUCTURE: _ Comments: Yes No N/A 4" Building Number Address visible from road - / Chimney Height/"B"Vent/Direct Vent Location t/ Fresh Air Intake /r 3 inch Plumbing Vent through roof minimum 6 inches i/ Roof Complete I Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers / Guards at stairs, decks,patios more than 30 inches above grade ;//1 Guard at stairwell at 34 inches or more � Guard at deck, porches 36 inches or more ,e' Handrail Termination at Newell Post or Wall �✓ Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant /7 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 1 doors I main entrance 36 inches �/ Bathroom/Kitchen watertight vr- Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors iiEvery level: Every Bedroom: Outside every bedroom area: Inter Connected: Batte backu.: 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 .1/4/17/ Plumbing fixtures '/ f Foundation insulation / /, Floor truss, draft stopping finished basement 1,000 sq.ft. l f// Emergency egress below grade / Gas Furnace shut-off within 30 feet or within line of site , �j Oil Furnace shut-off at entrance to furnace area vj V Fumace/Hot Water Heater operating r / Low water shut-off boiler ,j/ J Relief Valve(s)installed I Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum 7_ Basement stairs closed rise>4 inches / _ Garage Floor Pitched Garage fireproofing 1%hour fire door/door closer , Duct work Sealed properly �/ Gas Logs in Sealed or Glass En os e 1/ :'Final Electrical 11('i, Ut Ve U� A �// 1 Final Survey Plot Plan i 6(18(l�t.k( 0 Pt0E Arc Fault Breaker in Bedrooms vJ Flex Gas Pipe Bonding i ,,,/// -' y As Built Septic System!Sewer Dept. Inspection Sticker r1;�S 96. �-\3 Site Plan /Variance required t•(_0 12 —0 Flood Plain Certification,if required Okay to issue C/C or C/0(Temporary/Permanent) / • . LI:j. L:IBuilding&Codes Forms\Building&CodestInspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7, 2008 `a bJecii -e s • Rough Plumbing / Insulation Inspection R port Office No. (518) 761-8256 Date n Inspecti request received: Queensbury Building & Code Enforcement Arrive: '0 -V am/pDepart: am/pm 742 Bay Road, Queensbury, NY 12804 Insp or's Initials: R- NAME: re___ PERMIT #: ?/O LOCATION: 22_ a scAves INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing/ Nail Plates Plumbing Vent 1 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 h/' Pressure Test Water Supply Piping Cc—I L G Air/ Head '...I • 15 minutes C5ZA) i.)4.4.--ac, Pco) Insulation / r esidential Check/Commercial Check o ArL� • • - •r imilar 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 Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request recceeiivedt' Queensbury Building &Code Enforcement Arrive: am/p '�/ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: � '' PERMIT#: LOCATION: i'.-2,-- lie'ff� J • INSPECT ON: trar TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing 5 4 Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing 1 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 Anchor Botts 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 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 L:1Building&Codes Forms-0LD\Building&CodesUnspedion Foms%Framing Firestopping Inspection Reportdoc Revised January 7,2008 (noo /0—/Z �r,r Framing / irestopping Inspection Re rt Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pp part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 4i' r- . PERMIT#: .11 T JO LOCATION: , r - INSPECT ON: StrAlffra TYPE OF STRUCTURE: Y NI N/A COMMENTS: Framing / ccess 22" x 30" minimum Jack Studs/ Headers 6(/,i>(iC 172115-- 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 I 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 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 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 c+ / 64. kti 0 2i (9� f?, L:1Building&Codes Forms-0LD\Building&Codes\inspection Forms\Framing Firestopping Inspection Report.doc Revised Janus 2008 (1. oo) k.)e_AeSdia---/ Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reque received: Queensbury Building &Code Enforcement Arrive: am/p z6D rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ` '� PERMIT#: D.�/— 7 0 LOCATION: k'3.=:> surc S 72: t INSPECT ON: -- #S', TYPE OF STRUCTURE: � Y N NIA Framing COMMENTS: Attic Access 22" x 30" minimum `- Ga 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches 1 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 Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour V Fire wall 2, 3, 4 hour Firestopping y 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) j 5.7 sf above/below grade 5.0 f rade /1 4AP f'?g--bk- /./4/ .7'44-- ifC"tt L:\Building&Codes Forms-OLD18uiiding&CodesJnspedwn Fomis%Framing Firestopping Inspection Report.doc Revised January 7,2008 c1- 0144- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: ihr" am pm 742 Bay Road, Queensbury, NY 12804 Inspector`s Initials: e, NAME: / LCI u r Iu ' 5 PERMIT #: Ot LOCATION: c S p l Ac e INSPECT ON: 1976 7 TYPE OF STRUCTURE: c 1 � V1 N/A Sough Plumbing I 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 Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report (// Office No. (518)761-8256 Date In , cti s request received: Queensbury Building&Code Enforcement Arriv:� ' •,. am/pm D art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspec sr's Initials: Nl NAME: �'~!� r-1 #110 PERMIT#: J6"--77 LOCATION: 1'-'2A.166-7e_/2 jc ele) INSPECT ON: "7///5/0-7 TYPE OF STRUCTURE: Y N N/A 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 Dra stopping 1,000 sq. ft.floor trusses chor 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 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 - --/j/ ....---- /A V r5 h,Li .7/1?—/ 7 Framing / Firestopping Inspection Re ort Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive:,t, am/ Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's nitials: ' NAME: r/l � ! / PERMIT#: 06-` 7/ 2 . LOCATION: �_ /i, . INSPECT ON: TYPE OF STRUCTURE: Y N �T�"� 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 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft. floor trusses chorits . r less on center Ice and water sh. d 24 inches from wall P4K.ii,i- -Fireseparation 1,2, 3 hour -------- Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side `/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (518)761-8256 Date Inspection re, -.t re•ei ed: Queensbury Building&Code Enforcement Arrive: 7 TI f 5 . 'm Depart: �:-per am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initi• /- NAME: ' a : — v _ L,' 10 a 'ERMIT#: CAD——I1G LOCATION: p,•A`( ,A0 INSPECT ON: Z— tc DLO TYPE OF STRUCTURE: Comments Y� N N/A Footings C1`1 J5K) CDMVf \1CV 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 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 Reportdoc Last printed 12/20/2005 9:24:00 AM DEC-05-2006 04 :27 AM CONSTRUCTION TECH. 518 399 1913 P. 01 CONSTRUCTION TECHNOLOGY INSPECTION &TESTING DIVISION, P.D.&T.5., INC. . 4 William Street, Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: AMEDORE CONSTRUCTION COMPANY REPORT NUMBER: 5 :PAGE#: 1 1900 WESTERN AVENUE INSPECTION DATE: 12/04/06 ALBANY,NEW YORK 12303 OUR FILE NUMBER: 777,015 FIELD INSPECTOR: BOB BEHAN ATTN: MR.MARK AMEDORE PROJECT:TURNBERRY ESTATES:BAY ROAD,QUEENSBURY,NY. ,� SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY _ y MATERIALS LABORATORY DATA . CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE I 8518 13.9 ti 112.7 SAND,fine;and Slit/Clay;trace fine Gravel BORROW:SAND FIELD COMPACTION TEST RESULTS .� LOCATION OF TESTING: BUILDING PAD SUBGRADE ELEVATION REFERENCE; F.G.a FINISH GRADE m PROPOSED TOP OF SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR - MOISTURE INPLACE DRY PERCENT NO. EIEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT I 1 8616 FINISH GRADE BUILDING 10 SUBORADE:NORTHWEST CORNER 7.6% 110,2 97.8% 2 8516 FINISH GRADE BUILDING 10 SUBGRADE`NORTHEAST CORNER 7.0%„ 113.8 100.0% 3 8518 FINISH GRADE BUILDING 10 SUBGRADE:CENTER 6.5 % 109,5 97,2 % 4 8518 FINISH GRADE BUILDING 10 SUBGRADE;SOUTHWEST CORNER 7.9.,..5_,0 107.1 96.0% 5 _ _ 8516 FINISH GRADE BUILDING 10 SUBGRADE:SOUTHEAST CORNER 7,5% 107.4 96.3% • REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.0-1558■SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF m FINISH FLOOR 4: 4. FG m FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET). 5: 5. MANAGER TECHNICAL SERVICES -, , / -6 S i.�- s7o6 Foundation Inspection Report Office No.(518) 761-8256 Date Inspection req s j,,'ives: Queensbury Building&Code Enforcement Arrive: \rft;L,_a'. .,� Depart: \-, ) _.- 742 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia s: - NAME: Aii« b7/1-7y I -• I T#: ()67 ---7/ O LOCATION: 31L/ . )- --.i1 • INSPECT ON: } Z-c S C TYPE OF STRUCTURE: I + 1D � c-x .Z!_-,mments \ /7 Y N N/A Footings r- \L\ a ✓ tv c C-� ,k v __� (..-\ INW.2--) Piers Monolithic Slab v �� c t= 1 SvcUR UAL Reinforcement in Place t -\--u, `=C �� a The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. ' E." a n r this purpose on site. �V, ��,�� FoundationLyAllpour C� 1 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 P C/Cast/Copper 1 �� Cioundation InsulatiorInteri�Exterior ► R- \11) --1,-/ FUS `!-� LAL .`0 b7,-- 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 a--/o --/Des6ity Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request •-c; ed: Queensbury Building & Code Enforcement Arrive: V.es— p - •art: 6: .1419 pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: Urn. Vrr PEP #: - 7/0 - LOCATION: R , • JO " IN' *ECT ON: I l - 2 -O( TYPE OF STRUCTO' E: 14J 6T' .C_T tG X1) Y N N/A `"^ ,�� o PI �yil N/ ail Plates Pltmbi Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum OXleanout every 100 feet/ change of direction Pressure Test v 1.-Ot,�B i . .'n / Vent �`� dolp d10 ft. above highest connection for 15 minutes P -ssure 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 Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&Codcs\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No. (518)761-8256 Date Ins.. ction r-. de. •.. Queensbury Building&Code Enforcement Arrive: p � Depart: `3 (Darn/m) 742 Bay Rd.,Queensbury,NY 12804 Inspect. s Initi j�jfP NAME: ► �. _T ' P '4 T 1 : c (o —710LOCATION: PV\LC)1 G `p 31‘-kf3R RC) I SPECT ON: \\--9 .-1'40 TYPE OF STRUCTURE: f� 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 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 e / Foundation Insulatio Interio - - terior 1 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 /D "- 1 4013 /0/3o/O Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re• - •. Queensbury Building&Code Enforcement Arrive: t ps;5-r !t• Depart: 11 Val 0/pin 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 7 Ti _SA L 1RMIT#: %-7/0 LOCATION: 411 L'/ f - INSPECT ON: 10 — —(]62 TYPE OF STRUCTURE: Comments 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 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