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2008-028
4111" TOWN OF QUE E NSBURY vpro 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080028 Date Issued: Thursday, June 19, 2008 This is to certify that work requested to be done as shown by Permit Number P20080028 has been completed. Location: 51 EAGAN Rd Tax Map Number. 523400-316-005-0001-012-013-0000 Owner: DEBORAH CORNELL Applicant: JEFF THREW This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the (---ca,„P 4 / 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 wow 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080028 Application Number. a20080028 Tax Map No: 523400-316-005-0001-012-013-0000 Permission is hereby granted to: JEFF THREW For property located at: EAGAN 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: DEBORAH CORNELL 21 FAWN Ln Garage-2 Cars Attached QUEENSBURY, NY 12804-0000 Single Family Dwelling $125,000.00 Total Value $125,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2008-028 1090 sq ft single family dwelling with 576 sq ft attached garage $188.40 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,April 01,2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the wn Quee ury u .day,April 01, 2008 SIGNED BY * for the Town of Queensbury. Director of Building&Code nforcement OFFICE USEONLY `► TAX MAP NO. 3/4.o JC—/ /2 EI .UiIT NO. ()15 -QZ [ ate FEES: PERMIT 16fi RECREATION ENGINEERING_ r (If ) , PR 'CIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BLIILI?ThIG PERMIT APERMIT-MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT1BUILDER. At � . e --)3 : CNER .f'� r ADDRESS: e ASS: PHONE NOS. r 7 7 7 7 PHONE NOE (c i CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: LOCATION OF PROPERTY: 5 1 c u� SUBDIVISION NAIL: ,fi;;% /' .. ea- r<3 - x i / PLEASE INDICATE MEASUREMENTS ASREQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR 8 § ©© t PROJECT O z g r g of _7 SINGLE FAMILY Irv. 1WO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED • 5- GARAGE( _7 = , (LI OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF MISINESS: ESTIMATED CONSTRUCTION COST: I . CO V # L TYPE: . �-.,- ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? - - ARE THERE EASEMENTS ON PR„1' ... 1 acknowledge no construction i l .: ncdprier to issuance of a valid permit permit. I certify that the application,piens, and supporting materials are a true and= complete statementfdes ptton of the-work proposed,that all work will be performed ed 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 Uwe are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prio of a certificate of occupancy. I have read and abo . Signedzz Di' pf C 78i s.regarding.Building Permits, construction codes or septic sYs Zonino Administrator. 761-8218(for questions regarding required permits, the permit process, application requirements or to schedule an appointment) / / t / I , I 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 Q Application: I , • I • •• I , I • • I / , BUILDING&CODES APPROVAL • ; ZONING APPROVAL • • H I DATE , 1 DATE t 13@81IDi�+3? CAu.7$1+ OR 61 RI1 .nnt.not VISit OT; SITE FOR MOM Ile;vmeirAn ,m 3I6v 3/ / o f OFFICE USE/ONLY ` 'LA) TAX MAP NO. PERMIT NO. o ERMIT FEE i APPROVALS: ZONING TOWN CLERK ; APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT; A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: M �-• � `....._.�a.e�. INSTALLER: C`�� .`"••(.. ADDRESS: • ADDRESS: Cc �c� ���C PHONE KOS, PHONE WS. LOCATION OF INSTALLATION: '( .-�. YEAR BUILT NO. X COMPtUTATION. •• . 'TOTAL DAILY FLOW RESIDENCE tNFaRMATIaN: BEDROOMS GARBAGE GRINDER 1980 or older X 160 gallon per bedroom .. INSTALLED? 1081-1991 : X 130 gallon per bedroom : . SPA OR I4OT TUB 1992•present w `> X 110 gallon per bedroom INSTALLED?_ PARCEL,INFORMATION: TOPOGRAPRY: FLAT ROLLING STEEP SLOPE , %SLOPE 1 SOIL NATU9E:SAND LOAM CLAY OTHER_.,_ ✓ GFiQUN.PWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? • DQMESTIC WATER SUpLY: MUNICIPAL WELL : P (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) t ✓ P€ROOV§TION JEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision).Add 250 gallons to the size of the septic tank and leach field for each garbage grinder,spa or whirlpool tub., ✓ SEPTIC TANK: (GV c GALLON(MIN.SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH S G FT. ✓ TOTAL Q1 TEM LENGTH: FT. SEEPAGE PIT($):HOW MANY? ✓ SIZE OF EACH FT.X FT. ✓ SI7F OF STONE TO BE QSED:# /DEPTH OR THICKNESS FT. ✓ BED SYSTEM Sl?,E: • ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(if required)NO.OF TANKS: . ./SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL 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 of is granted in reliance unnn ant, . failure to make a material fact or dirt'mom.-- '-- 0gr—oZig Check Residential Plan Review: One& Two Family Dwellings Y/N/N/A 1 (2)Full sets of plans /w Over 1,500 sq. ft.—Stamped 7--- . Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: inflow Schedule With Glass Size r Schedule/Main Entrance 36"Door mergency Escape Or Bedrooms and Habitable Space Abo e I Below grade,5.7 sq.ft. Gr de,5.0 sq.ft. "(h)x 20"(w)min. 44"Max.Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK ampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans,if required J'/'DroP in 10' Exterior Grade F ming Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where equired ce and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls P tforms At Exterior Doors irway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise )f4, iral Not Allowed From 2�Story oke Detectors Battery Backup and Proper Location throom Fixtures Proper Clearance all Width,36"min. andrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. afety Glazing Notes For Required Areas age Fire Separation jttage Floor Sloped ic Access f over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed 6 E( .fir . � f fls Community Development Office , w.. own of Queensbury ' 742 Bay Road ' Queensbury, New York '12804 ' 'Marilyn Ryba,Executive Director. David Hatin,Director of Building&Codes Craig Brown,Zoning Administrator ; ` • • WINDOW SCHEDULE 1 JOB SITE/ADDRESS: I �c=�5c : S DATE: kid r 1 6 OWNER: �._. 1r rL �--\--'tr (-1-(Nre-,L, APPLICATION NO.: WINDOW- ) UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SO.FT. OPENING NO.OR WINDOW S4.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER MODEUTYPE VENT WIDTH IN INSTRUCTIONS ON PLAN NAME CALL WIDTH HEIGHT OPENING INCHES IN SIZE INCHES it LiLi �'yI� � ( 3 , 7=� , > t `,y {tV 7S c> 1 c >S."7"5 a5-' $ Community Development Office i ` ; %Ill own of Queensbury ' 742 Bay Road' Queensbury, New York .12804 r f Marilyn Ryba,Executive Director• David Hatin,Director of Building&Codes 0 ', Craig Brown,Zoning Administrator r • BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS AREA OF ROOM IN ACTUAL LIGHT REQUIRED ACTUAL SQUARE FOOT HABITABLE ROOM SQUARE FEET SQUARE FOOTAGE VENTILAT1ON-4% VENTILATION OPENING FOR REMARKS OF ROOM AREA SQUARE FOOTAGE EGRESS tale, s) t 2 k t G 5 4. 7. k` QUESTIONS? OALL 7814256 OR EMAIL codrsRAaggettsburv.net I VISIT OUR WEBSITE FOR MORE INFORMATION s, ' www.auenpburv.net c,"•frorooeq QueensburyBuildin & Code Enforcement -Rtside�nti iFinal Inspection Office No. (518)761-8256 Arrive: U w m/pm p rt: am/pm Date Inspection request received: Inspector's In ials: NAME: f/'/',►2,o PERMIT*: LOCATION: rk / DATE: TYPE OF STRUCTURE: Comments: Yes No WA 4" Building Number Address visible from road Chimney Height 1'B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches 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 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 I Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sin plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access,1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window _ Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler _ Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing 1%hour fire door I door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical ��\4 OJ Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary I Permanent j L:1Buiiding&Codes FormstBuilding&CodesUnspection Forms\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008 i) MIDDLE DEPARTMENT INSPECTION AGENCY, INC. <•,: ���� C) that the electrical wiring to the electrical equipment listed below has been examined and is approved as Tel �e'?J being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date `,� ) noted below and is issued subject to the following conditions. RA 4 Owner: Clute Date: 06/18/2008 0 I <<) Occupant: Location: <<>> Unknown 51 Eagan 0 (0 Occupancy: Queensbury, Warren Co. NY 0 C>) Single Family Dwg. k Applicant: Don Beagle ��� 1747 Hadley Hill 1 fi 0 <<>> Hadley,NY 12835 ` , ` = °. -- . : ! 0 (4 L J _ >j ..�� Raymond A. Novak i k fc�) No. ,LIL4t ,- 0 �C) Equipment: - r.>> <<�� 25-Switches; 42 -Receptacles; 324-Fixtures 0 L`, icy CCU) - - > tka: . This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and .. �;) above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership (�j) inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void. �`�j ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, (, ,y be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department Ka) system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle �. ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation i,X any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. '� - . _. . . . .--.-v--v--v ;- •-•,--..s�.�>%s .4—.4;•;•;• a �:: �r•,�.Z��;2':•.%;4:--,;�;�i�.1...T`..>�>.>�.�s�1>�A�•i1C Final Survey Inspection Dept.of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 , Date received: 6'" /3O? NAME: 6r/Pel/ LOCATION: PERMIT#:J ff- Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has r- ' di, Craig Brown,Zoning Administrator Notes: L:\SueHemingway\Building.Codes.inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE EAGA X POADMAP OF A PROPOSED SUBDIVISION MADE FOR JEFFERY THREW S�4 BY: VAN DUSEN & STEVES I I y4 2s�30"ti DATED: FEBRUARY 2005 I s•89, LAST REVISED:JUNE 1, 2007 I t ' 4�36 A�rr •srr, 1 po 48,22' 0 CRUSHED STONE DRIVE 72,30 1 STORY � WOOD FRAMED HOUSE J / w 26.5a LANDS N\F OF FRITSCH ,14 by ��- ri Z � i �O 5 AREA LOT 1C 49, 145 sg,ft. 1. 13 acres LOT 1 B �% - ; SOD sn 3 LOT 1A 135 Dates June 13, 2008 Du S "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY Map of a Survey made for Scale 1'=30' a ]�"1 MAP IM OF A LxONs72 9,S s-avEVORs SEAL Is A &9- HaAna+a sEcna+Taos.sys-ahsoN z a THE rEw YORIK STATE EDUCATION LAW' �' t e v e s ONLY COPIES iRRI THE OF THEL AN TMIS SURVSURVEYORS ►IATTIcm wtnT AN owt;trTAl.aP THE LAND s-ROEYORs C.� 1 �L9TALT.�CONSIDE BE V"RED S ,RITE�PIES• Robert J. Minogue IJ i CERTITCATIONS ITTDICAIED TIEREON SKXT�Y„M, THIS SURVEY WAS PREPARED w ACCORDANCE WITH THE Land Surveyors BY TH O COOS OF I PRACTICE SOR LAND TION SURVEYORS ADOPTED 8Y THE NEW YY1RK STALE ASSOCIATION OF PROFES90NAL LAND SURVEYORS.SAID CERTIFICATIONS SMALL RUN ONLY TO THE PERSON MR WHOM THE SURVEY IS PREPARED.AND ON HIS DEHALF TO THE 1171E COMPANY.COVERNYENTAL 169 Haviland Road Queensbury, New York 12804 AGENCY AND UNDNO INSTTUITIOH LISTED HERON,AND Town of Queensbury, Warren County, New York TO THE ASSIGNEES OF THE LEADING INSTITUTION.' Minogue 02235 (518) 792-8474 New York Lic. No. 50135 NO. DATE DESCRIP77ON DWG. NO. BG545-10 (�f^r Queensbury Building & Code Enforcement - Reside 'al Final Inspection 1 -3 Office No. (518)761-8256 Arrive: •. am/pm „Depart: am/pm Date Inspection request received: Inspector's Initials: (..-/ NAME: r -e.// PERMIT*: O 7s0,:elLOCATION: ,S e�Gz_ ' v. ,1 DATE: TYPE OF STRUCTURE: 9 / Comments: Ye# WA 4" Building Number Address visible from road ' Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake f 3 inch Plumbing Vent through roof minimum 6 inches / Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers y7 j; Guards at stairs,decks,patios more than 30 inches above grade t// Guard at stairwell at 34 inches or more ' Vj Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railiings 34 inches to 38 inches I/ :k/ Deck Bracing I Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet f/ 6 inch clearance to sill plate Gas Valve shut-off exposed I regulator 18 inches above grade Interior privacy I trim/doors/main entrance 36 inches / Bathroom/Kitchen watertight ../ Safety glazing/Window in stairwells safety glazing i7 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. ,J/� belo w 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 operating7 f _17 Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 / Enclosed Stairs Sheetrock Underside minimum IN Gypsum / Basement stairs closed rise>4 inches ,,,/// Garage Fkror Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly ///' Gas Logs in Sealed or G E re Final Electrical /QZ LJ.1 j(Fd' . 1 . / Li, 1 Final SurveyPlot Plan 1 / -` Arc Fault Breaker in Bedrooms i1 Flex Gas Pipe Bonding As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary l Permanent] L:lBuilding&Codes FormstBuilding&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008 / 0-I d--10vL- Rough Plumbing / Insulation InspectionReport Office No. (518) 761-8256 Date lnspecti request received: t Queensbury Building &Code Enforcement Arrive:%O < am/pm part: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's nitials: 014C-- NAME: PERMIT #: s(2) Ca LOCATION: J / ) INSPECT ON: > 0/ d< TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent I Vents in Place 1 %2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent ojk&(-� � ( Air/ Head ef 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head . I fo 15 minutes Insulation esidential Check/Commercial Check or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 (fo :c ) /0 --/� %ves2)A3- ' 2:fr Framing / Firestopping Inspection Report Office No. (518)761-8256 Date lnspectiorp-request received: Queensbury Budding&Code Enforcement Arrive: 0 -(J am/pm rt: am/pt 742 Bay Road, Queensbury, NY 12804 Inspect is Initials: NAME: (i U$ PERMIT#: LOCATION: /= 1„ INSPECT ON: TYPE OF STRUCTURE: Y . N N/A COMMENTS: raming Attic ss 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts I 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 Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour • 12, 3, hour 'Firestopping on sealed 16 inch insulation in cavity min. Garage Fire Separation House side'r4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms • 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms-OLDABuitding&CadesMnspedion FormsTraming Firestopping Inspection Repoitdoc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report ) Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ppin eyepart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: )/C__ PERMIT#: —02-P LOCATION: <..- 7..„ INSPECT ON: r TYPE OF STRUCTURE: Y ,N N/A Rough Plumbing/Nai Plates Plumbing Vent/ is in Place — Th/2 ink um Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test ii Drain/Vent Wel"' 1264rVI(' Air/Head 5 S.I. or 10 ft. above highest connection for 15 minutes Pr ure Test er Supply Piping Air/Head 5 P.S.I for 15 minutes Insulation I Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) • Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 7618256 DateInspe '•n r=4 uest received: Queensbury Building &Code Enforcement Arrive: :0 a am/ m D art: am/pm I 742 Bay Road, Queensbury, NY 12804 Inspect+ is Initials: NAME: C.�� i 2 PERMIT #: ' dZe) LOCATION: 6,6 A-r3 INSPECT ON: o TYPE OF STRUCTURE: Y N N/A I 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 Pr sure Test )D1 / in / Vent it (A / Head P.S.I. or 10 ft. above highest connection for 15 minutes k/(' D 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 mbustion Air Supply for Furnace • uct work sealed properly/ No duct tape 1"` (f&K C, l'��--r6- "9'- COMMENTS: A-4I L:\Pam Whiting\Building&Codesllnspection Forms'Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection rquest received: Queensbury Building & Code Enforcement Arrive: Z am/pry epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Ccyi6' PERMIT #; LOCATION: 69 y�& INSPECT ON: 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 C anout every 100 feet / change of direction , ( 're sure Test 9. -in / Vent ir'/ Head •.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 C ustion Air Supply for Furnace _ ` uct work sealed properly/ No duct tape 1/V ' I COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 2-4/ . Framing / Firestopping Inspectio Report ' Office No. (518)761-8256 Date Inspecti request received: Queensbury Building&Code Enforcement Arrive: T- a pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 InspectoF`Initial NAME: C�l>��'_. PERMIT#: 14LOCATION: 57 gar.,_. R.) INSPECT ON: ( 9 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/a(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Bolts ft. or less on center Ice and water s ield 24 inches from wall ion 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 Farms-0LD1Building&CodesNnspection FomislFra ing Firestopping Inspection Report.doc Revised January 7,2008 \ .- , /,..., Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depa k .-am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: e.4..45F) , NAME: Citjle_ PERMIT NO.: LOCATION: 57 /. _ INSPECT ON: -1``/" RECHECK: 1 Comments and/or diagram Soil Type: Se.- -/ -1/Clay Type of Water: Municipal/ Well Water Mb 1 �-� Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length rim ft. TILON'tAM- 2- 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 rTank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y I N/ Partial End Cap _ �v 5 .....) 5,....4„....v Inlet/Outlet Pipes&Baffles _Y—N 1 ` kl Location/ Separations iffaxxiA' 4 Foundation to tank ft. Foundation to absorption w ft. �' ~`I Separation of Pits ft. --N Conforms as per Plot Plan Y N — Engineer Report and As-Built Y N Location of Syste Property: Front Rear eft ide Right Side --- Middle Front M' e Rear cS m • Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Z. -14 Wedne &da7 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ part: 31D am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials:/' NAME: 4/t��� PERMIT NO.: f08.--)02 LOCATION:si / I INSPECT ON: _ lj�- 2.6?' RECHECK: Comments and/or diagram Soil Type: Sandi*clay Type of Water: u ca Well Water Waterline separation distance ft. Well separation distance ft. Other wells: _ ft. Absorption Field: Total length / b ft. Length of each trench ft. Depth of trenches 2 ft. Size of Stone i -2.. Seepage Pits: Number Id Size: ___.a____x Stone Size: _.._____._ Piping Size � "�v Type - tit Building to tank Tank to Distribution Box Distribution Box t Reid/ Pit 1t. Sir Opening Sealed: N/ Pa al End Capf (, " '" ACici- `� Inlet/Outlet Pipes&Baffles N /IAA*-4-*-T 3 ),"j Location/ Separations Foundation to tank ft.Foundation to absorption ` _ ft, c J4 j24.- .-- Separation of Pits it--Y Conforms as per Plot Plan _Y 44 '� N - Engineer Report and As-Built Y Location of System on Property:Front r Left Si Right Side l-_i' I V 4. to Middle Front Middle Rear m • Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Foundation Inspection Report Office No.(518)761-8256 Date Ins+_ •.' request receiv d: Queensbury Building&Code Enforcement Arrive: rr Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's !+•ti fi NAME: PERMIT#: 6/1 DZd" LOCATION: 3' / INSPECT ON: `Y. TYPE OF STRUCTURE: Comments Y N N/A Footings rThierf—Ds 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 L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p9/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 1. e' 16 ` PERMIT#: ;.r% LOCATION: NAME: CA) J f GL. INSPECT ON: gran TYPE OF STRUCTURE: Comments Y N N/A (Footings Piers ktlea7edij Monolithic Slab C47 �,�,S;,1� �,, 4, Reinforcement in Place / The contractor is responsible for S! o Fr �.#c�c/ providing protection from freezing 5 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm DepartC am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: . t -- PERMIT#: r_.6/2- LOCATION: C ( /, �� �, INSPECT ON: 7 --1- " TYPE OF STRUCTUkE: 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 • above footing 6 mil po for wet areas under slab Backfill A val Plum ' nder 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 ._j Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pinx4 Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r Cam ' NAME: ( ,C.)rn i=,i' PERMIT#: LOCATION: ,f - INSPECT ON: 4-3- TYPE OF STRUCTURE: Comments Y e N N/A (Footings;` /'"- _ 1 4 Piers u' c.'e C':: - Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing 3J, c,17A <,°- for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: .am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initiais:�'jtO -? NAME: Cr {' A (0444- ) PERMIT#: LOCATION: ,�� INSPECT ON: --C> TYPE OF STRUCTURE: Comments N N/A Footin, — Piers Monolithic Slab Reinforcement in Place C- r)-L51''S5 The contractor is responsible forLY1 Z� _ 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspeclion request received: Queensbury Building&Code Enforcement Arrive: ///b am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ,941 NAME: C`^�� PERMIT#: OC1' Z LOCATION: / &J t /Q� INSPECT ON: —3 3/ e TYPE OF STRUCTURE: Comments Y N N/A Footings Piers / v -rj ( pc Monolithic Slab P ( Reinforcement in Place The contractor is responsible for QS-a/' �" k providing protection from freezing / `'�" r"�"" e u for 48 hours following the placement pr Aew (/1 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 Foam\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 380 \ SS 74*25'30"E • \ 1$B.89 -' .__J -=ri O 41 ,Zbi .11, %, 0 Sv:40 \ 5 ___,__ ,Jer) i -) ,LF fTt``>Y7t eh fr4c,e 1 lc111 11 ( C )11'41- II . 1011r' fc, iv v+S . 1 i Ci T �-''%— A J / ,icy / `' \ -� 49.E / � 4 1 41:..... 11 03 \ l 1 f11 , �. 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C . 0 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: April 1, 2008 PROJECT NO: FDE-08-49 Eagan Road, Queensbury TO: Larry Clute Chute Enterprises 6 Holden Avenue Queensbury, NY 12806 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: SITE OBSERVATION: OTHER: Figures 783 &798 SUBGRADE OBSERVATION: REINFORCING STEEL: FIREPROOFING: DISTRIBUTION: j 7'd Q ns:tlBLq e}nio d8£:60 90 CO -+ Particle Size Distribution Report - _5 N C .. 6O O O PO b O O O 100, I I 1 � , I I 80 - - i 1 , , 1 '-.1 il: i ''. '1:.. i w 60 Z 1 z 50 I I ' • w � , z U-IQ as 1 ,f 1 - 30 I ,, . 1 i., I I . . 20 - ' - - j 1 . 10 : I I I p , , 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT %CLAY 0.0 0.0 96.4 _ 3.6 • SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X®NO) med to fine SAND,trace Silt #4 100.0 #10 99.9 • #40 88.2 #100 22.9 Atterbern Limits #200 3.6 PL= NP LL= NP PI= NP Coefficients D85= 0.407 D60= 0.287 D50= 0.247 D30= 0.I75 D15= 0.120 D10= 0.100 Cu= 2.86 Ce= 1.07 Classification USCS= SP AASHTO= A-3 Remarks Tested By:EM Checked By: JR Per ASTM D422 Washed * (no specification provided) Sample No.: 783 Source of Sample: On-Site Structural Date: 3-25-08 Location: Elev./Depth: EVERGREEN Client: Clute Enterprises l TESTING, INC. Project: Lots#45 3 Eagan Road Watervliet, NY Project No: FDE-08-49 Figure 783 n•ri ccrnctJQLQ 1, a}n10 d8£:I.O 90 £0 JI y s ' Particle Size Distribution Report 100 ,, 1- [ - 1 . 80 - . Z 60 ' Z 50 , . I 40 t It ( I 30 --, 20 t - -- - a . 10 0 ` _ i Il .I ( I 500 100 10 1 D.1 0.01 0.001 GRAIN SIZE- mm %COBBLES %GRAVEL %SAND %SILT %CLAY 0.0 8.4 88.1 3.5 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) coarse to fine SAND,some fine Gravel,trace Silt 2 in. 100.0 1 in. 96.2 .75 in. 95.8 .375 in. 94.1 Atterberq Limits .25 in. 93.2 PL= NP LL= NP PI= NP #4 91.6 #10 77.9 Coefficients #00 12.8 D 04 D 0.504 D 0.374 #100 12.2 85= �- 60- 50' #200 3.5 D30=3 67 9 i5 0.165 D?0= 0.137 u Cc-Classification USCS= SP AASHTO= A-3 Remarks Tested By: MT Checked By:JR Per ASTM D422 Washed (no specification provided) Sample No.: 798 Source of Sample: On-Site Structural Date: 3-25-08 Location: Elev./Depth: 1 EVERGREEN r Client: Clute Enterprises TESTING INC. Project: Lots#45i r Eagan Road Watervliet, NY Project No: FDE-08-49 Figure 798 . e}nl0 d9£:60 90 £0 a COMPACTION TEST REPORT • 122 , I I MN i 111n . ■ MIN illw MI INIMIM111111.1•11,11•11111111•1111• 11 120 r ' pi" . ik, 1 , . , . Q 118 _ Ati , .... . 7 ME NM il. . 111111111111 N ■�■,AI 1111111111111111111111111111111111111111.111 C ■� . 111111111111r.■ 10111111111111111111111111 11na1 FP1 116 _ - 1 � � � I Ir ZAV for Sp.G.— 2.5 114 11111 imilmil . um 112 1 i I ( I I I 2 4 6 8 10 12 14 Water content, % Test specification: ASTM D 1557-00 Method C Modified Oversize correction applied to each point _ Elevl ' Classification Nat. %> % < Depth USCS AASHTO Moist Sp.G. LL PI 3l4 In. No.200 SP A-3 2.5 NP NP 4.2 3.5 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 119.8 pcf 118.6 pcf coarse to fine SAND,some fine Gravel,tra Silt Optimum moisture=8.6 % 9.0 % Project No. FDE-08-49 Client: Clute Enterprises Remarks: Project: Lots 4453 Tested By:MT Checked By:JR Eagan Road Date: 3-28-08 • Source: On-Site Structural Sample No.: 798 EVERGREEN TESTING, INC. Watervliet, NY Figure 798 ^'� ccanP17)P LQ 1. eln10 d8£:60 80 £0 ALBAt'Y AREA BUFFALO AREA tt onE' �,.. �.�_.. �_ _ r c March 31, 2008 Mr. Larry Clute Via email at clutenalbany.twcbc.com Clute Enterprises, Inc. 6 Holden Avenue Queensbury, New York 12804 Re: Site Observations on 3-27-08 Lots 45 and 51 -Eagan Road Queensbury, New York File No. FDE-08-049 Dear Mr. Clute: This representative of Dente Engineering was at your referenced site on March 27,2008 for the purpose of observing the excavated bearing grades for the proposed residential construction at lot 51 and also to sample the excavated material for laboratory testing purposes. The following presents my observations and recommendations offered on that date. Upon arrival to the project site it was observed that the contractor had completed a large excavation across the proposed location of the residence.The excavation was about 12'to 13' deep and the excavated grades were observed to be comprised of a mixture of indigenous sands on the east side of the excavation, and fill sands located on the west side of the excavation.This representative of Dente Engineering used a shovel to hand excavate multiple test pits to observe the underlying soils.The fills were comprised of fine to coarse grained sand with lesser amounts of silt and gravel to their interface with the indigenous soils about 2'below the bottom of the excavation. The fills were observed to contain no appreciable amount of deleterious material. This representative of Dente Engineering used a pointed steel rod to probe the bottom of the excavation in multiple locations and the grades were observed to be generally firm under hand pressure. The contractor reported that he planned on using a large, ride-on vibratory roller to compact the fills during their placement within the building limits. It was recommended to him that the excavated grade be proof compacted prior to fill placement. The contractor also reported that the excavation was approximately 4'outside of the building limits at the top and tight to the footing at the base of the excavation. W W denfe-engineering.corn It was recommended to you in an emailed correspondence on March 27a'that the contractor: 1. Slope the excavation sidewalls to meet the requirements of OSHA that were delineated in our geotechnical evaluation of March 11, 2008. 2. Widen the excavation so that it goes outside of the house footprint at the base of the excavation. A sample of the excavated material was collected and transported to our laboratory for sieve and proctor testing.A representative of our firm is scheduled to perform in place density testing and site observations on March 31,2008. We appreciate the opportunity to be of continued assistance. Please feel free to contact us with any questions. Yours truly, Dente Engineering, P.C.- j`t- Joe Robichaud, P.E. Geotechnical Engineer 2 DENTE ENGINEERING, P.C. O 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 O P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Lot#51 - Eagan Road-Queensbury, NY REPORT NO: F-08-049-3-31-08 CLIENT: Clute Enterprises DATE: 3-31-08 CONTRACTOR:JU Excavating JOB NO. FDE-08-049 A representative of Dente Engineering was at the above referenced project site on this date for the purpose of observing backfilling operations and performing in-place density testing of the fill soils during placement. The following observations were made: Upon arrival to the project site the contractor was in the process of removing snow from the bottom of the excavation. The excavation was approximately 12' below existing grades. The contractor reported that approximately 6' of fill was required to reach design bearing grade elevation. Following snow removal, the contractor used a large, single smooth drum, vibratory roller to proof compact the excavated grade. The contractor completed multiple overlapping passes across the reported 26'by 42'excavation bottom.The grades were observed to be firm and unyielding beneath the weight of the passing roller and were judged suitable for fill placement. Following the proof compaction, the contractor placed an approximate 12"lift of sand and gravel fill across the base of the excavation. The fill was compacted using the above mentioned roller and in- place density testing was performed.The contractor completed the remainder of the backfilling in 12" lifts, compacting each lift with the vibratory roller. Density testing was completed on each lift and all test results met the compaction requirements recommended in Dente Engineering's geotechnical evaluation. Test results were reported to the contractors representative, Jeff. In-place density test results are shown attached. BY: E. Molina evergreen • • TESTING&ENVIRONMENTAL SERVICES,INC. ❑ 594 Broadway Watervliet, NY 12189 Phone:518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT:Lot#51 Eagan Road, Queensbury REPORT NO:F-08-49-03-31-08 CLIENT:Clute Enterprises DATE:03-31-08 CONTRACTOR:JLJ Excavation JOB NO:FDE-08-49 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Structural fill for house basement (inches) 1 10 -11.0'G 112.7 8.5 95.0 95 798 In 42'x26'basement limits 2 10 -10.0'G 116.3 8.9 98.1 95 798 In 42'x26' basement limits 3 10 -9.0'G 115.7 8.4 97.6 95 798 In 42'x26'basement limits 4 10 -8.0'G 116.8 8.2 98.5 95 798 In 42'x26'basement limits 5 10 -7.0'G 115.4 7.4 97.3 95 798 In 42'x26'basement limits 6 10 -6.0'G 115.0 7.6 97.0 95 798 In 42'x26'basement limits • Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pafl 798 118.6 9.0 C-f SAND,some gravel,trace silt Remarks:Results reported to Jeff SB=Subbase SSG=Slab Subgrade 'SG=Subgrade TO F=Top of Footing Technician:EM G=Grade TOW=Top of Wall B G=Bearing Grade FF=Finished Floor FB-FootingBonom Troxler S.N.:22587 06 02g Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 Data filename: C:\Documants and Settings\All Users\DOcurnents\Rescheck\26 x 42 ranch.rck PROJECT TITLE: 26 x 42 (1092)Ranch COUNTY: Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0.09 DATE: 01/16/08 DATE OF PLANS: 01/16/2008 PROJECT DESCRIPTION: 51 Eagan Road Queensbury, NY 12804 DESIGNER/CONTRACTOR: Clute Enterprises Inc. 6 Holden Avenue Queensbury,NY 12804 COMPLIANCE: Passes Maximum UA= 246 Your Home UA= 204 17.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value - -Factor MAA Ceiling 1: Flat Ceiling or Scissor Truss 1092 30.0 0.0 38 Wall 1: Wood Frame, 16" o.c. 1088 19.0 0.0 57 Window 1: Vinyl Frame:Double Pane 80 0.490 39 Door 1: Solid 42 0.230 10 Door 2: Glass 21 0.439 9 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1092 19.0 0.0 51 Furnace 1: Forced Hot Air, 92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Prol;ssional has stamped and sip, this page, they - attesting that to the best ofhis/her knowledge, belief and professional judgment, such , ans or specification .1- in compliance with this Code. Builder/Designer Date t /0-3 1 �3 RFS check Inspection Checklist New York State Energy Conservation Construction Code REScheck Sofware Version 3.6 Release 2 DATE: 01/16/08 PROJECT TITLE: 26 x 42 (1092)Ranch Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] I. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane, U-factor: 0.490 For windows without labeled U-factors, describe f atures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.230 Comments: [ ] 2. Door 2: Glass, U-fictor. 0.439 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 92 AFUE or higher Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ J Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-6ctors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ J Supply ducts in unconditioned spaces must be insulated to R-l1. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints, seams, and connections must be securely listened with welds, gaskets, mastics(adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means fir balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe largest zone. Electric Systems: [ ] Separate electric meters are required fir each dwelling unit. Fireplaces: [ J Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ J Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ J All heated swimming pools must have an on/offheater switch and require a cover unless over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(Fl 2"Runouts 1" and Less 1.25"to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only)