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2006-565 eel ` TOWN OF QUEENSBURY WON742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20060565 Date Issued: Tuesday, August 14, 2007 This is to certify that work requested to be done as shown by Permit Number P20060565 has been completed. Location: 43 ELDRIDGE Rd Tax Map Number. 523400-295-014-0001-021-000-0000 Owner. LARRY CLUTE Applicant: LARRY CLUTE This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the (- 4 e 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&Code Enforcement Planning Board or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060565 Application Number. A20060565 Tax Map No: 523400-295-014-0001-021-000-0000 Permission is hereby granted to: LARRY CLUTE For property located at: 43 ELDRIDGE 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: LARRY CLUTE 13 DAWN Rd Fireplace QUEENSBURY, NY 12804-0000 Garage-2 Cars Attached Single Family Dwelling $135,000.00 Total Value $135,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2006-565 1274 SQ FT SINGLE FAMILY DWELLING WITH FIREPLACE AND 2 CAR 440 SQ FT ATTACHED GARAGE $196.88 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, October 20, 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-of Queensb 1 ,`f Friday October 20, 2006 SIGNED BY L /K; for the Town of Queensbury. Director of Building& .de E orcement 256". 4' - / ICE USE ONLY ' 0 7g ',/E tb TAX MAP NO. PERMIT NO. Cl C �� ; , ,0,,/ , ; Hut; i 6 2006 FEES: PERMIT t /b RECREATION ENGINEERING ; ; ; ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? � .6, I ARE THERE EASEMENTS ON PROPERTY? k_ 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 prjlto)issuance of a certificate of occupancy. I have read and.agree to the abo, e. Signed / (// Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) • • Permission is hereby granted to the above ; This application / proposed action described Applicant to erect or alter the building ; herein is found to be in accordance with the described herein in accordance with said , zoning Laws of the Town of Queensbury. Application: , , DI ECTOR OF BUILDING & CODES : ZONING ADMINISTRATOR , , , , DATElk-L4 DATE QUESTIONS? CALL 761-8256 OR EMAIL codes@queensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Qa...,_ Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 (- 2(z(6, - • ; Community Development Office ; ; Town of Queensbury Building & Codes Fee Schedule 1 & 2 Family Dwelling (includes septic system permit) $0.12 per sf Additions: Commercial $0.14 per sf: Minimum$100 fee Alterations: Commercial $0.12 per sf: Minimum$ 50 fee Additions: Residential $0.12 per sf: Minimum$75 Tee Alterations: Residential $0.10 per sf: Minimum$40 fee Boathouse w/Sundeck $50 Building Permit Renewal: Extends permit for period of 1 yr. $25 Certificate of Compliance & Use $20 Certificate of Occupancy $25, Residential; $50, Commercial Commercial, Industrial, Public Assembly, Day Care Center, $0.15 per sf: No Maximum etc. Commercial/Industrial: Unheated structures (i.e,warehouse) $0.05 per sf: No Maximum Deck, Porch $0.10 per sf: Minimum$40 Demolition $ 20 Dock $30 Fire Marshal Inspection $25 per inspection (Includes Solid Fuel burn permit, installation of $100 per special projects chimney/wood stove) Floodplain Development Permit $ 25 Garages $0.10 per sf: Minimum$30 House Moving Permit $30 Mobile Homes (includes septic system permit) $0.06 per sf Pool $25, Above Ground;$35, In-Ground Septic Systems: Alteration or New System Only $25, Residential;$35, Commercial Septic Variance $50 Sheds/Storage Structures, Pole Barn, Picnic Pavilion, Misc. $20 per inspection Signs: Permanent $2 per sf Signs: Temporary $ 10 per 12 days/$ 50 cash deposit 1110 or more signs, $ 100 dep., $2 per sf Townhouse, Condo,Apartments,Multi-family $0.14 per sf: Minimum$100 OFFICE USE ONLY _ / n�m.. . TAX MAP NO. PERMIT NO )O '- J(ebPERMIT FEE APPROVALS: ZONING TOWN CLERK AUG 7 6 2006 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: L �_�`� tC_ INSTALLER: , (�. ADDRESS: CC 4. *C]<, t�i:L ADDRESS: CC �`0 �.� 1\•.jL7 PHONE NOS. _41 -1.> PHONE NOS. C 1 - LOCATION OF INSTALLATION: ` `' r2—VV&--.� c..\ RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER,, r, 1980 or older X 150 gallon per bedroom _ = INSTALLED? 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB I 1992-present I X [ 110 gallon per bedroom j = -b.30 INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLILIG STEEP SLOPE %SLOPE ✓ SOIL NATUR SJ 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: (0(). GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH SO FT. ✓ TOTAL SYSTEM LENGTH: :2C FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # 1 /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. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BYA TOWN it 1. APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. ti 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 ther ations ith respect to this application and agree to abide- y these and all requirem • of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensb Sanitary Sewa.e Dispo Or.In.-, e. codes9queensbury.net f VISIT OUR WEBSITE FOR MORE INFORMATION /7 4j www.queensburv.net Si'gnatu re o son Responsible Date = s . Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 TOWN OF QUEENSBURY_ HIGHWAY Richard A. Missita I-lighway Superintendent Home(518)798-5127 DEPARTMENT 742 Bay Road * Queensbury,NY. 12804 Michael F. Travis Deputy Highway Superintendent Office Phone: (518) 761-8211 (518)798-0413 Fax: (518) 745-4466 DRIVEWAY PERMIT AUG 16 'z0116 DATE: APPLICANT NAME: �.G�c'f. Ck•.2 TELEPHONE NO.: ADDRESS TO BE INSPECTED: '.-i- �� . ��cc eA„ REI URN ADDRESS: Ct •- z s. •NNve 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 F. al Inspection Office No. (518)761-8256 Arrive: 1p. 1 . • .art: t '-J am/ Date Inspection request received: Inspector's Initi. Al �.( NAME: U-01.7 P ..4 IT#: _DI --__:1511:E_____ LOCATION: 1,3 El 0?,1 0 GE_. P,0 II •TE: 'a 101 r TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney I-Ieight/"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 ,Z:, Guards at stairs, decks,patios more than 30 inches above grade t/ _ Guard at stairwell at 34 inches or more t/ Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches `/ Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate _ t/ 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 De ctors: / :// Every level: •J Every Bedro m: ✓ Outside every bedroom Area: Inter Connected: ./ Battery backup: / _i Carbon Monoxide Detector ( 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 / ,J Relief Valve(s) installed/Heat Trap/Water Temp 110 ✓/// Enclosed Stairs Sheetrock Underside minimum%s"Gypsum / 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 Enclosure al Electric Ar Final Survey Plot Plan `�is-Built Septic System/S ..) / Site Plan/Varian re / / Flood Plain Certification, if required �/ * Okay to issue C/C or C/0 [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doe D _/(/1_,4,_-__ ' Queensbury Building & Code Enforcement - Resi+ - • •:1 Fi 1 .1 Inspection Office No. (518)761-8256 Arriv Dep• Y 0. 1 SI Date Inspection request received: S( jvb--) Inspector's Im ae*- ' _ NAME: CA eI •ERMIT#: O6— 56,S LOCATION: V I t .la iz,,dye it 0 - DATE: IP/b.-7 TYPE OF STRUCTURE: Comments :Kw_No N/A -- Building Number/Address visible from road 1 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 V 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 Interior Handrails @ stairs 2 or more risers 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 Interior privacy/trim/doors/main entrance 36 inches / Bathroom/Kitchen watertight v/ _ Safety glazing/Window in stairwells safety glazing bSt\— u-- AC V-3 - Li..iE- Interior Smoke De ctors: \-W-N3 FvJ k.vZ �, Every level: Every Be om: / / Outside every bedroom ea: / Inter Connected: I Battery backup: �/ Carbon Monoxide Detector / ? A D _ Attic access 30 inches x 22 inches x 30 inches(height)in accessible area J E f ELTo1Z 1 ,j Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents ! R1 QED Bathroom Fans,if no window �/! N ALI-� Plumbing fixtures J Ft<c:0�- l.EilEL -t-N Pk-I-- Foundation Foundation insulation V"\--47)-, Floor truss,draft stopping finished basement 1,000 sq. ft. p � El �'vFL-1\ 11 (.-,, Emergency egress below grade ,� N�l P\t ZC . 0 QJF ,lj Gas Furnace shut-off within 30 feet or within line of site 0 F-�� ---\--) \I F1, t-k Oil Furnace shut-off at entrance to furnace area / Furnace/Hot Water Heater operating Y FDj vet t d ✓ Low water shut-off boiler 4 Relief Valve(s) installed/Heat Trap/Water Temp 110 / BE �� `�F-_ 13 1 Enclosed Stairs Sheetrock Underside minimum %2"Gypsum iC Q LL`r, l v,_ cL Basement stairs closed rise>4 inches > �— Garage Floor Pitched f C 1-ty, C- --13 a R f CA Garage fireproofing l'/<hour fire door/door closer -, / -A 1 0)0J\-1-\T\D 0 10 ?a- Duct work Sealed properly t �C Gas Logs in Sealed or Glass Enclosure t 1 lQF— e Final Electrical inal Survey Plot Plan ?. &21/49-19ECEL Lia Q\W.) . (/// uilt Septic System Sewer Dept.Inspection Sticker G NY O() (h-- i, `'A Site Plan Variance required Flood Plain Certification,if required / - N PGS D t\\., o F- ! -\\ Okay to issue C/C or C/0 [Temporary/Permanent] 13 f\IA_ L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc Septic Inspection Report Office No. (518) 761-8256 Date Ins ion,fequest received: Queensbury Building &Code Enforcement Arrive: .' -'am/p /��epaarrt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: \--1 /'`'-- NAME: (17,o/E- PERMIT NO.: 06 ✓ 5Z,5— LOCATION: f 5 C'e 0/2/ J 6-7 "-- /<vO INSPECT ON: &//'7/07 7 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. 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/ Partial End Cap Inlet/Outlet Pipes&BafFles —Y—N Location / Separations Foundation to tank ft. Foundation to absorptionft. Separation of Pits ft. ,6716,, /9# per Conforms as r Plot Plan N j'95 — .6)!L 1 Engineer Report and As-Built Y T N P;e . Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear i.System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 '�� 5 Phone-518-745-4400 Fax -518-792-8511 0(9 RECFNE August 10,2007 Job#46233 . '.JO CODs Mr. Dave Hatin BUILDwra �Ii.`� Town of Queensbury TO 742 Bay Road Queensbury, NY 12804 RE: Clute—Bennett & Eldridge Road Subdivision 43 Eldridge Road(Lot#1) Septic System Dear Dave: This letter is to inform you that on July 23, 2007, we inspected the completed septic system for Clute Enterprises' Property at 43 Eldridge Road (Lot#1) in the Town of Queensbury. The septic system as installed was for a three bedroom house and consisted of a 1,000 gallon septic tank and three, 50 foot long absorption trench laterals. The system conforms to the requirements of the approved subdivision design drawings. Please call me if you have any questions or concerns. Sincerely, Thomas W. Nace, PE Cc: Larry Clute, Clute Enterprises z END. ABSORPTION TRENCHES 3 @ 50' EA. DISTRIBUTION BOX 0 M.D. m� 14'd" \ CRUSHED / STONE �j DRIVE 1' 1 � ip ae.a W ryg�P�F �a 0 1,000 GAL. I �o SEPTIC TANKY- AREA a 89,637.97 sq. ft. Zaa 0.72 acres (yj0 c Fcrl t1 FI c C r I Ii G 222.49' ,syg, rn ,it `eZ22.49 t -C 6®�®� LANDS N/F OF TUCKER ._T 'A AT WT u : t 1 is J!.: 1 :• ,... Philip S. Kent Town of Queensbury, Warren County, New York 94-1-21.2 'tRiAUhMVOD A TERAIKM W ADOR W A S WY YM �NWC A lICW4}, L.4M 9FYEY016 SEAL M A Actual Zlil. s)8-ntrnorl z W me NaAncN of NN wwc srnre muciia+ un• WFILS fRgA SIL G3IWlA1 W MS 9M�kl' e-vesgLLY YNCIED 'Nm M q ltk OF i!2 W9 SWIYEIq"6 sAt sFAu ee eoxm�Jtn m m vu m 00 a CERiUIGliKA15 eacaiFn IB]kON 7tlNT WT 2 Ms In AcwFoarxs mm nE Lazid rRT �% s FFF.JJ� �I ES MG U C£ flUCN'E ESM WN .9Air£HXi sAP^ RD BYMNEYY K51111EASSbATKN WY�tWE59WL.1 UND 9JftVETORS SN9 FINAL SURVEY d/q Ys�✓ �gMyUhp SHALL FIM 0.W -Y ro Me emscw rcn wiiil ne s�xM.Y Is vFEram. um DESCRIPTION an Fu erxuc ro mi iinE oa,aAm, cown+w+rAx 169 Haviland Road Queensbury, New York 128042T Y FB l YAFC i Fnn � AYD ro TFE nssrrves W a� Isv+w+c Msnnrtrcx.• (518) 792-8474 New York lac. No. 501.35 u : t 1 is J!.: 1 :• ,... Philip S. Kent Town of Queensbury, Warren County, New York 94-1-21.2 Kent DWG. NO. 86106-1 02101 2 8113107 SEPTIC SYSTEM AS—BUILT 1 8102107 FINAL SURVEY NO. DATE DESCRIPTION Kent DWG. NO. 86106-1 02101 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 5--,_ 7_0;2 NAME: C Ati-C_ LOCATION: . ) 5 Ela ri 4 Te. PERMIT#: 06— -p Final Survey Plot Plan Approved Denied The attached final survey has been . received by the Dept. of Community Development. Upon review the survey has be- : Craig : . n, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc 7 I N n V LO 0) N r// ( Rough Plumbing / insulation I spection Report/ Office No. (518) 761-8256 Date Inspectipn quest received: Queensbury Building & Code Enforcement Arrive: 1., am/pm Depart: arVm 742 Bay Road, Queensbury, NY 12804 Inspector's nitials: � NAME: Cr v PERMIT #: 06-Lclo,S- LOCATION: INSPECT ON: $ 3--O.- TYPE OF STRU URE: (l 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 Head •. ..I for 15 minutes Insulati.• / Residential Check] Commercial Check _ •roper -nt, Attic Vent D - of 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 (3 t, oo) -_7_ - LI ificp,:64.A...., 7 - -743/o7- ‘ Septic Inspection Report p Office No. (518) 761-8256 Date Inspect4or_Qequest received: Queensbury Building &Code Enforcement Arrive: 2 //uam/p rt: am/pm 742 Bay Rd., Queensbury, Y 12804 Inspector`s Initials: NAME: aif • PERMIT NO.: 06 a-S�c' LOCATION: iP , INSPECT ON: f RECHECK: Comments and/or diagram Soil Ty : San ,:-,z• Clay Type of r• Munic •:I / Well Water Waterline se••ratio• •istance ft. Well separation •'stance ft. _ Other wells: ...,,,, ft. 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 Si es Ty Building to tank G C Tank to Distribution Box {l 4o 35-- Distribution 5Distribution Box field/ Pit tt - 1,1 Opening Sealed. / N/ Partial / End Cap / �/ Inlet/Outlet Pipes&Baffles , y Y—N Location/ Separations Foundation to tank Foundation to absorption ft. Separation of Pits ftj .t7 4/ r- A — �° .)(e- ` Conforms as per Piot Plan . T Y Engineer Report and As-Built Y—N G—P Cie. i 6W011�(i Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ection quest received: Queensbury Building&Code Enforcement Arrive:�5 .0�m/\J p- epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. NAME: CC.Urre;" PERMIT#: % LOCATION: eLope/06,6 RO INSPECT ON: 7/2Vd7 TYPE OF STRUCTURE: Y N N/A COMMENTS laming l Attic Access 22"x 30" minimum ? G CC---)111z, f' Jack Studs/Headers /&--P941- Bracing &--1'941'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 Y2(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 %i 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 Wclda.A.• Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ' '7 Queensbury Building & Code Enforcement Arrive: am/pm epart. ° am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: /+�{ • Ode_si / 'If� y �' � PERMIT #NAME. LOCATION: 4 fid,. INSPECT ON: Aivi 1/4-7a=• , v 7 TYPE OF STRUCTURE: ccr;-i � N/A lough Plum Plates Plates Y 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 3 JNScr 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 gle Framing / Firestopping Inspection Report / Office No. (518) 761-8256 Date Inspection request received: / / Queensbury Building&Code Enforcement Arrive: am/pm Depart'' , am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: 4 ) j- 7U (e'S NAME: � 7PERMIT#: S LOCATION: ' �j �� P �C.._ INSPECT ON: o :4,4,2-- TYPE OF STRUCTURE: „"1://( ` N N/A COMMENTS Framing AtticccA ess 22”x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams DOSF 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 %s(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 F restopping 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 / - Rough Plumbing / Insulation Inspection keport Office No. (518) 761-8256 Date Inspection request received: 6 ,i c Queensbury Building & Code Enforcement Arrive: am/pm Depart: a am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 4 _ NAME: L vn ti " PERMIT #: 2/ 6, - , LOCATION: 'yam') 61 r:\ 2d - INSPECT ON: Wei. kt / 3ded7 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 or 15 minutes /� c Insulatlo esidential Check / Commercial Check N. 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: R--30 L:�Pam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 — • iiiot,e,„--7 . Framing / Firestopping s ection Report Office No. (518) 761-8256 Date Inspectio request received: Queensbury Building&Code Enforcement Arrive:,` . Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials NAME: ! U `-- ' PERMIT#: LOCATION: 3 /2i r'r „e' , INSPECT ON: TYPE OF STRUCTURE: tJ 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 'h(w) 16 gauge(8) 16D nails each side Draft sto in 1,000 sq. ft. floor trusses Anchor Bolts'6 ft. or s on center Ice and water shie 4 inches from wall `Fire ion 1,2,3 hour 1 Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 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 t- 4 °— Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Ins.ectio• /e :. st re.eived: Queensbury Building&Code Enforcement Arrive:r'- ` .p . D;:•%WV. 742 Bay Road, Queensbury,NY 12804 Inspector's I L NAME: PERMIT#: � `P LOCATION: .(� INSPECT ON: ,o� TYPE OF STRUCTURE: � j d 7 Framing Y N N/A COMMENTS 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 I Bearing Walls Metal Strapping for Notches Top Plate fl 1 %s(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 watr shield 24 inches from wall ��" \v 0 ‘.;,6 Fire separation 1, 2,3 hour Fire wall 2, 3, 4 hour a \iv-/f Firestopping \ Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 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 ~/o 141e ikes Pe P Foundation Ins ctiorl Re ort Office No. (518) 761-8256 Date Ins tion req st re ei : ' Queensbury Building&Code Enforcement Arrive: 2 : pm Depart: 3. .. 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. _ NAME: /U f / T#: D ��- LOCATION: 74 --/Jr-►.c- -e_ INSPECT ON: TYPE OF STRUCTURE: Y3(./�� --�-1 D,\ 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 O opting Dowels or Keyway in place ou�ation Dampproog—) Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width Z 6 inches above footing . • et areas under slab Backfill Approval • um.mg 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 Inspectton Report.doc Last printed 12/20/2005 9:24:00 AM gla(da7z///6 /07 Foundation Inspection Report Office No. (518)761-8256 Date inspectionrque�• -iv-•: Queensbury Building&Code Enforcement Arrive: (.1 '741 Depart:(-1, �`pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia s: _ - NAME: c/071-el 3 'ERMIT#: _LOCATION: 3 �„ r�GI c---11 INSPECT ON: TYPE OF STRUCTURE: ,.J 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 Reinfo ' 'lace Footin'Dowels • Keyway in place Foundation I ampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mit 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 Inspectio Report / 4/2 Office No. (518)761-8256 Date Inspection request recei d: Queensbury Building&Code Enforcement Arrive: :/ pm,/ , Depart: 2 5 am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial - NAME: (Y/ P RMIT#: LOCATION: /? -P. SPECT ON: ' War TYPE OF STRUCTURE: - ‘i Comments N NLA Footings 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 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 . . .. . .. , .. .. .. . . . . . ., . ... .. .. . .....• . .. . .. . . .. . . . .. . . . . . . . .. . . . . , . . .. , . . "I have seen or observed, or believe I saw evidence of, all objects such as h ._. .., wells, trees, fenerr,, etc., i C — — hi shown on this dt unp- t. I also represent .L• helve personally •.sur—, thealistal c:. set '..._ . ..;,: diagram." Af l‘ ....__At... I II . , 0/1 _ . _ .. . . __ . ....... _.. ... .. . > 1/4r) 1:). 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