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2010-219 .411 TOWN OFQ UEENSBURY IF441 742 Bay Road,QueensburyNY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20100219 Date Issued: Thursday, October 28, 2010 This is to certify that work requested to be done as shown by Permit Number P20100219 has been completed. Location: 315 CLEVERDALE Rd Tax Map Number. 523400-226-012-0001-029-000-0000 Owner. THOMAS & STELLA KOLECI Applicant: THOMAS & STELLA KOLECI This structure may be occupied as a: Single Family Dwelling By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the , 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 `og 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100219 Application Number. A20100219 Tax Map No: 523400-226-012-0001-029-000-0000 Permission is hereby granted to: THOMAS & STELLA KOLECI For property located at: 315 CLEVERDALE 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: THOMAS & STELLA KOLECI Single Family Dwelling $162,000.00 103 WINTHROP Ave Total Value $162,000.00 ALBANY,NY 12203 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-219 1430 sq ft single family dwelling $171.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, May 25,2011 (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 4To Queens ry ae j'�a ay 25, 2010 -14 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement .- N‘-ei1L-GrrC r — OF BUSINESS: ESTIMATED CONSTRUCTION COST: 16�,pcip FUEL TYPE: Ni one_ B 3-LGL 11-05 yy. ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? M ARE THERE EASEMENTS ON PROPERTY? b`0 I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed FC-- L C �-,= 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: i lair /` ,A & CODES A---OVAL ZONING APPROVAL / (10 DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codesamueensburv.net Office Use Only Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: JO'27-10 NAME: LOCATION: f5 (/ c(dJ PERMIT#: _/0 -Z/7 Final Survey Plot Plan Auproved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: 0/&) Craig Brown,Zoning Administrator Notes: L:\SueHemingway\Building.Codes.lnspection.FORMS\Final Survey Zoning Administrator.doc CWA MAP REFERENCE MAP OF A SURVEY MADE FOR ANDREW FRASER BY. VAN DUSEN & STEVES DATED: APRIL 30, 1982 DEED REFERENCE ANDREW FRASER & SUZANNE PECKHAM FRASER TO THOMAS V. KOLECI & STELLA KOLECI DATED: SEPTEMBER 2, 1986 BOOK. • 684 PAGE: 678 LANDS N/F OF HOUSE GHEGKLA 675 / 705 LEGEND IPFO = IRON PIPE FOUND ql) = UTILITY POLE 0—a-0 = WOODEN FENCE LINE DATUM = ASSUMED CONTOUR INTERVAL = 1 FOOT 7.24' B' 5PRUCE 36.55' ZONING INFORMATION WR - WATERFRONT RESIDENTIAL SETBACKS FRONT. 30' SIDE: 15' REAR. 30 MAXIMUM BUILDING HEIGHT: 28' AREA F1.67± sq. ft. 1.12± acres LANDS N/F OF REI5GH 1327 / 211 N89010'00"E _0 o_ 101.30' Iq 0) HOUSE 12' CEDAR 105.87' 12- CEDAR ` W N 570NE WALL LACKEY OWNER /APPLICANT THOMAS & STELLA KOLECI 103 WINTHROP AVENUE ALBANY, NY 12203 518-489-2434 12• 16' 11,90 0- Awl Map of a Survey made for N85031 130"W STONE Wel---i — Thomas & Stella Koleci Town of Queensbury, Warren County, New York ASPHALT DRIVE 22.61' 32' MAPLE IPF 3 10/25/10 HOUSE LOCATION 2 6/01/10 REVISED HOUSE LOCATION 1 11/03/09 CORRECT WEST LINE NO, FDATE DESCRIPTION wuel uczo►aer r -u, cuu7 cale 1'=10' S-1 SHEET 1 OF I Koled G2408 DWG. NO. 82042 .iJ us ,_r'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARINGA LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 720M. SUI -DIVISION 2, OF THE NEW YOIIX STALE EDUCATION LAW' ONLY COPIES TAE ORIGINAL OF SURVEY Steve SU MARKED MORIGINAL AN ORIGINAL OF 71E LAND SURVEYORS SEAL SMALL 8E CONSIDERED TO BE VALIN TRUE COPIES.• 'CERTIFICATIONS INDICATED HEREON SIGNIFY THAT 169 Haviland Road Surveyors Queensbury, New York 12804 THIS SURVEY WAS PREPARED W ACCORDANCE MTH THE BY THE CODE Of PRACTICE A PoR LAND OF PROFESSIONAL ZONALADOPTED EXILand BY THE NEW YORK STALE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SMALL RUN ONLY TO THE PERSON FOR MM THE SURVEY IS PREPARED, AND 0" HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENSING ML TION LISTED HEREON.7TEON. AND TO THE A59THE GNFi5 OF 7TE VERGING INSTITUTION.' (518) 792-8474 New York Lie. No. 50135 12• 16' 11,90 0- Awl Map of a Survey made for N85031 130"W STONE Wel---i — Thomas & Stella Koleci Town of Queensbury, Warren County, New York ASPHALT DRIVE 22.61' 32' MAPLE IPF 3 10/25/10 HOUSE LOCATION 2 6/01/10 REVISED HOUSE LOCATION 1 11/03/09 CORRECT WEST LINE NO, FDATE DESCRIPTION wuel uczo►aer r -u, cuu7 cale 1'=10' S-1 SHEET 1 OF I Koled G2408 DWG. NO. 82042 Septic Inspection Report Office No. (518)761-8256 Date Ins.- ion -• Queensbury Building &Code Enforcement Arrive: ,. am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s:WV' NAME: \OLEC\ P=r NO.: LOCATION: 3\� C.L�� I rPECT ON: t tl z:51- RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/ - Y N N/A [150'to well required if NO] 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: T,Y_N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade _Y_N [provide extension collar if Yes] Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y_N Engineer Report and As-Built Y N ETU Maintenance Contract _Y_ N provided Location of System on Property: Front ear Left Side Right Side Middle Front Middle Rear st m Use S to : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc Kenneth M. Koza CMK Engineering P.E. License Number 070971-1 5 Morningdale Court Ballston Lake,NY 12019 October 25, 2010 Town of Queensbury Building&Codes Department 742 Bay Road Queensbury,NY 12804 Ref.: 315 Cleverdale Road To Whom It May Concern: On September 30,2010,I inspected the septic system installed at 315 Cleverdale Road. Attached is an as built drawing. The system installation is acceptable. If you have any questions please call me at 899-3405. Sincerely, gECEIVE Kenneth M.Koza,P.E. OCT 28 2010 TOWN OF QUEENSBURY BUILDING CODES �� H NEW FO .1/4t M•�O 'per * 5i �r „,'°RQFESS1a�'A� isp No garbage dbdaams) bedroom oOm'O""TZ wo gat per inah- p,a,id-d) 20 9"llos Sand liters 12 field, Rate �1, I*b'11 effluef t line. Required 1.,,, 0. 9,n n feet t? to ptildon 00 septic k an tank ffipbl�ls"`all'are 'I'll of the s No other he'9 a,Within d t —n b. is CbU,IO �IStay)CL, lake,Watercourse or 100 At Separ 't line to C PfOpty 'a. 10 feet- & ue Septic to feet . to dwell! d: 1DD feet 111 'etio ri&, &effluent line Sept",to feet w wc U se of wetland: Do feet ati'n lk,ri box to welt, ,j rig et rs-or w Diltr`oU'j' os'to We ert�tjne� 10 je"Ota'..0 Distribution lake, t,on a,to Property stream wetland: 50 feet DistribUtIon field to*d'",tinqj 20 11,'0' feet 15(Y fron'well Shed , el 10 u SO ""0") 111s.Ip tl�on Ise or field'.property llh,�k, "optionto ,,all stream, t;,A,n.t 10 ell douse$ows' to dwelling'proper s.wer "'us ,led 1001 frol"'I Well in accordance t role tank,designed P IC forced as, dj�75—A- 1000 gallon steel I�,�"y C Appen I, ad. York son, 1 with New 7 314" t. plastic. blfgiQss a' A proposed -tribut ,rate,fl at least mod.at concrete, be tjo,bo camp 0 tribution bo'.shod b d outlet'A , distribution tilts DIS , ,let an Ide of b()�, Aewt.of the a° Itiet drop bel lel at the inlet sl 'in. quired . ad site Pro the the n feet of the a d it's first"'U�-d. Drop d on battle Is'eld 01 '1 si,2`e,.11on on d ts,,ell Ore ,ay be Use may be I the son" outlet tellers e slope or speed '20 lines on the son,-butiOn line"or' lines ho" th distribution to 7" manholes'N' steep slope$. moderate x Slab Fdn Field' accordance with Via" 'totted in . PIOI�.rtlol)_�'__swl be In version} a$and filters s (l4aw York GeoteAtil Guidelines 10'• Design 8,"'st'llotion 16bo. Gal S Pt. Tar k - -C:2D'— Field p'....rption el�,en Systern PfLOJECT Road 1GSF t4jodu�es ,, Cke,,erdake A 12804 Quee,,,5;bury# NYYoked NEW -Thomos - Stella At— V"i M. 0,,,erI ovencourt 5 14orlt'911o'ke take, NY Road 3 - D..Ing 69-6207 to Rev., sheen Cloverdale D i,t None "019 4/2V2110 Usable fill from site(fill should have a percoloation rate similar to but not foster Distribution box than the usoble sail perculation rate) General Notes: Unauthorized alteration of these documents is a Non-perforated pipe, 4"did. SDR35 preforated pipe, violation of New York State Education Law. San 20, 2'long min., 1/16"-1/32'per foot slope 113.2"per foot slope Geotextile Filter Units 12"max 4"vent New grade. Max slope of one Deem_Test P10 F6"min � ti Performed on 3j20/10 � vertical to three horizontal(typ) New Grade 0-17" fop soil � Original Grade 11"-31"light brown color, sandy loom ___,�_ _ _ �_ 31"-54"gray color, some rocks,herd packed, sandy loam i L�!� Recites down to 44" 12" from original grade Water found(settled at 58") 'Min before toper to original grade �Ib.d of sdnd or pea gravel. A 12"bed of aggregate Perc Tests! (3/4"to 1-1/2"in diameter)may be used in lieu of above if speed levers are used on all outlets Performed on 3J20/10 P;,21 (12" deep)- 14 min/inch, 15 rain/inch,15 min/"inch PT#2(12" deep)- 11 min/`inch, 12 min/inch, 12 min/inch PT$3(10"deep)- 9 minjinch, 10 min/inch, 10 minjinch SECTION A—A SEE EWEN IN-DRAIN DESIGN AND INSA11AMON MANUAL FOR DETAILS New Grade �t 0' Distribution box Slab "min ( . 't 1000 Gallon p 12"max Septic Tank 6"min 12"bed of send or pea grovel. A 12" bed of aggregate(3/4" to 1-1/2"in diameter)may be used House sewer line to lie on in lieu of above if speed levers a firm foundation at a are used on oil outlets minimum grade of 1/4"per foot. Sewer line shall be a 3"bed of sand or pea gravel. minimum of 4"diameter A 5"bed of aggregate(3/4"to Nan-preforated pipe,schedule 1-1/2" in diameter) may be 40, 1/8"per foot slope used in lieu of above Approvnb PROJECT, SECTION B—B NE�t 315 Cteverdate Road SEE EWEN IN-DMN DESIGN Af7D INSAtiATION MANUAL FOR DESAiLS - ';+.s'�'tH M, t�U2er15k7Ur}', NY 12804 Grua Of f# Clwner+ Thomas & Stetter Koteci CMK Engineering E = 5 Morningdate Court 2d,� 097"N Ballston take, NY pFF' ACi�l'�'�' 518-369-6207 `n' ;j'� Dates Scnle� D^awing Noy Re�.i Sheefi `"f f' 4/231202D Nnne NDi9 2 of 3 3' ----4— 4"perforated Filter fabric(t p) PVC (typ) 0o not block holes in pipe 12"min Clean backfill i2"Max. from original grade ti;� -1—Ori incl Grade y" (trai)n `t�1., ..'. jj ;i c; tYP Orrin +�-;.ii .,$;,,.`a,w,a:�' r�r,.N:.M,•M,ncy�eY. Instoll a 6"layer of washed sand (ASTM C33 Sand with 1 G10%Passing#100 sieve and G 5%passing #200 sieve ��/��%i7�iT�iT��T��77�77777— 2'minimum to impervious layer, bedrock or ground water SECTION C—C SEE ELLEN IN—DRAIN DESIGN AND INSTALLATION MANUAL FOR DETAILS Max slope of one vertical to three horizontal (Typ) �r12" Min Min i L t Existing Grade Appr—b PROJECT, J 315 Cleverdale Road (--6' Min �4E N �Y y Queensbury, NY 12804 ri Q� Owner Thomas & Stella Koled Elevation View — Left Side r u CMK Engineering Typical Gradings , ��}; 5 Morningdate Court FQ �>0971, mak, Ballston Lake, NY /ROFErS10NP 518-369-6207 Dote, SCale� Dr..Ing No R—, Sheen 4/23/2010 1 None H019 3 of 3 / "-.7:; riljG i\-✓4cP" . Queensbury Building & Code Enforcement - Iidentiai Final Inspection Offtc a o. (518)7614256 Arrive: am/pm Depart:2' dam/pm Date Inspection request received: Inspector's Initials: d i NAME: , /c e'. i PERMIT#: f l/7 LOCATION: ______2.2,.3-- ( /r'ce. DATE: 11--A--ii-) TYPE OF STRUCTURE: ________ s...TisgSi:?._.--- Comments: Us _He IA 4" Building Number Address visible from road ,i,, ,�f.1; /-�: i' ,k Chimney Height/"B"Vent/Direct Vent Location �" Fresh Air Intake ---A /.e--( (/'C 3 inch Plumbing Vent through roof minimum 8 inches Roof Complete/Exterior Finish Complete 1t i (.1,,-e r -; /ter-e) Platform at all exterior doors Handrail 4 or more risers V Guards at stairs decks •= las more than 30 inches above •rade _ c21Z Guard at stairwell at 34 inches or more , Guard at deck,porches 36 inches or more _ 1 �v3PI'1`'(.$ R. -- Handrail Termination at Newell Post or Wall V -Ntl_)rz..i.. t��a t,--)4:441/4.1- Interior/Exterior Railings 34 inches to 38 inches CY Deck Bracing/Handicapped Ramp Compliant G Grade away from foundation 6 inches with 10 feet YJ` 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade "'fJ' c -- Interior privacy/him/doors I main entrance 36 inches 02„,0-ki Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety_glaxing 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 kS'"C -TUtea Bathroom Fans,if no window - U�r _ RgPcf- Plumbing fixtures Foundation insulation/Insulation Certification _ Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-oil`at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'.Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/94 hour fire door!door doser , Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan I Variance required Flood Plain Certification,if required Okay to issue C I C or C I 0[Temporary I Permanent I L:\Buildding&Codes Forms\Buiiding&Codes\Inspectlon Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 f -3 : Queensbury Building & Code Enforcement - esidential Final Inspection Office No, (518)761-8256 Arrive: am/pm Depart am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: /0-217 LOCATION: ,S/ �ii [-Q DATE: `r2-ZZ—I0 TYPE OF STRUCTURE: Comments: A. 4' Builds . Number Address visible from road 12 Chimney Height/'B`Vent/Direct Vent Location A/fir �� /,c� Fresh Air Intake ch —C 3 inch Plumbing Vent through roof minimum 6 inches NEN t���_ tS Roof Co .. - ,- /Exterior Finish Corn.ete Platform at all exterior doors mhos Handrail 4 or more risers /Mali Guards at stairs decks •: los more than 30 inches above .rade 110211111 '1 Guard at stairwell at 34 inches or more � \.4 �r�,�uard at deck,porches 36 inches or more �� - ��ndrail Termination at Newell Post or WaliV ntedor/Exterior Railings 34 inches to 38 inches L l�Yr�Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet pit, - 6 inch clearance to sill plate Gas Valve shut-of exposed/regulator 18 inches above •rade ��rIVll Arz_sj — interior privacy/trim/doors/main entrance 36 inches KIIIIIII Bathroom/Kitchen = ,- ' ht Safely glazing/W in stairwells safety g = , Interior Smoke Det /Carbon Mo xide a- -.ors 11\--S Every level: Ver Bed Outside every bedroom res: , Inter Connected: Battery backup: �. Attic access 30 inches x 22 inches x 30 inches =i.ht in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 -•.ft.vents mai �.�✓�.� Bathroom Fans if no window IF/� 1.- Plumbing n insulation ard11.1111.41Foundation insulation/Insulation Certification _ Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade MON Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off a_pntrance to furnace area Furnace/ of Water crating nun Low waters boiler Relief Valves)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1.4*Gypsum HIM Basement stairs closed rise>4 inches —�� Ga = . - Floor Pitched MI% Garage fireproofing 1%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure 1110 Final Electrical — Mgr Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pi•- Bondi As Built Septic System/Sewer Dept. Inspection Sticker Site Plan I Variance required Flood Plain Certification,if required V, Okay to issue C I C or C/0[Temporary/Permanent] irlf L:\Building&Codes Forms1Building&Codes\inspection FormslResidential Final Inspection Form_revised_100405•doc;Revised January 7,2008;Revised 6/26/08 c ilir , ______ (osc TCS 3 Z ' (4,pw Septic Inspection Report / Office No. (518) 761-8256 Date Ins ion req • :• ed: l Queensbury Building& Enforcement J Q ry Code Arrive: .�c a part: '1 . pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:r..,/=' ✓ NAME: U 1 et. l PE•yi NO.: 0 - 2-1 .1 LOCATION: 3/ <- ( l- e� " ' Le �- IN 7 CT ON: �1�1 D RECComments and/or diagram Soil Type ..1.-97 Clay Type of Water: Th 477/ Well Water \Alii Waterline separation distance 1t) ft. .----, . �� 6 �i $ ' Well separation distance ft. � 3 '�V.V4 - Other wells: ft. s` 1 LN v3F- Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ;.5.-Z ft. - L-1------o: \wZ ' 7V---t\,1� Length of each trench 'Z i / ew ft. Depth of trenches -7� ft. Size of Stone TF 6A039 Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank L-j " �hG� Tank to Distribution Box 9 ' .., ,s79--, !,y Box to Field/ Pit ii t` bP `�,��'o :h i \ 1 �_�� Opening Sealed: y.-N End Cap -✓ _N Inlet/Outlet Pipes&Baffles Y—N Location/ Separations , -' �\ • Foundation to tank ft. Foundation to absorption 7'' ft. Separation of Pits ftj,/ tV; Conforms as per Plot Plan Y ✓N ` ' -- \\A Engineer Report and As-Built Y ✓Nr .G� _ \�� Location of System on Property: �.Ne-- � ,, Front •ear Left Side Right Side Middle Front Middle Rear c . ., L - l� Approved yF_�, Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Rough Plumbing I Insuiation Inspbetion Report Office No. (518) 781-8256 Date Ins• - = • . :- •. Queensbury Building &Code Enforcement Arrive: ' a •`/r1, rt: \ '-"c,5a 742 Bay Road, Queensbury, NY 12804 Inspector's Inrda• NAME: AC) k.0 i PE #: /() 7 / 7- LOCATION: inrc, INSPECT ON: TYPE OF STRUCTURE: Y N N/A J Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air --- • 15 minutes 1EM►Q• - ..esidential Check/Commercial Check ,'� or Similar Exterior Sealant P: -nt r • • /Window Sea • (No Insulation) • - - - -!ping 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 Rough Plumbing I Insulation lnsp ion 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. • NAME: I , ERMIT #: LOCATION: l �i ,i!/ ,. INSPECT ON: Mr' 1p `ice TYPE OF STRUCTURE: Se9.) Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head �� 5 P.S.I. or 10 ft. above highest connection for 15 minutes ,t Pressure Test Water Supply Piping Air/Head Ti 0 . . 0 15 minutes Insulation/ idential Check/Commercial Check .u/411 tek oc-S mitar Exterior Sealant mo" t Proper Vent, Attic V= ►;_ -� Door/Window j o Insulation Duct/Hot Water -i•11 If required unhea • : r=s Combustion Air Supply for Furnace Duct work sealed property/No duct tape COMMENTS: t\J19 ) U0 ,)Q-1 ,(3-u05 1C0 1 — GIV5(A4Aultit7 IsFR-e0A- kioiNicy-u05 6,44,L_core, VD11-(c-6k Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 lFramin / FirestoAping Inspection Report ______ Office No. (518)761-8256 Date In •��=.r '•n request received: 7 Queensbury Building &Code Enforcement Arrive:0 am/ rt: ll am/pm 742 Bay Road, Queensbury, NY 12804 ins• . •is 7 -Is: i Ule�\ ' j NAME: PERMIT#: ( Cr �. ,)- ( c7 LOCATION: .3 3 5 C.,frj 2 Li-- INSPECT ON: IrMai ' , i u TYPE OF STRUCTURE:__________5±2______ t---Cc,-{ c-_(_ 'y :At---- —` Framing > Y N N/A , COMMENTS: • ccess 22" x 30" minimum / �v Jack Studs/Headers v V R�V L D � 7.4C�-�� Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 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 Finestopping CA PCCL- f -tp f 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 I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade • .0sf • , •_, ro— L: C� ottitti F Budding&CodesU . .. .'. Remelt •. Firestopping Inspection Repott.doc Revised January 7,2008 r Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm I 1,9eDart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NJ �� NAME: 6ve-&� j PERMIT #: r C�LOCATION: L`c �/C��o,4cINSPECT ON: —7 l p TYPE OF STRUCTURE: t Y i N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 IA inch minimum Drain Size Washi ! Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction ressure Test Drain /Vent • Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes ressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek 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 Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 001 kildm e3dcp Foundation Inspection Report ' Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: R.Atir/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: feLt ,� PERMIT#: —2_ LOCATION: �� e dem a0 ^ Ri. INSPECT ON: OM1 AIL TYPE OF STRUCTURE: �' Comments Y N N/A 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. Materia. . - • on site. Foundat on/Wallpour Reinforcem-, :r 3 kvit4 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump c'1%A/ S Footing Drain Stone: 12 inch width 6 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 (/ :30 ) / -c3 day, Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ= , : : Queensbury Building&Code Enforcement Arrive: .r4D: , ►�� � Depart: V 1, .p2 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials,.or NAME: C P% ' IT#:J /o2/7 . LOCATION: �o� - I SPECT ON: - - /© TYPE OF STRUCTURE: Comment Y N N/A 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\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)7614256 Date InspectiO request received: 1/40//0 Queensbury Building&Code Enforcement Arrive: �0( am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectof s Initials:c I • NAME: J<oLec PERMIT#: -?__�^() f ` Z ( ? LOCATION: j 15 C 1 -Q.�-' ((.i L 1e--I) • INSPECT ON: l&i J/ /0 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place *.olmdation Dampproofing Foundation Waterproofing ... ... looting Drain Daylight or Sump ;f` �l Footing Drain Stone: V 12 inch width 6 inches above footing . / 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab C/Cast/Copper : / Foundation Inf ation teri /Exterior Inflation 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 Z_ Office No.(518)761-8256 Date Inspectio nest received: Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto;� Initials: / NAME: C)LG c---) PERMIT#: /O' 21 et LOCATION: ,►_e vc-R INSPECT ON: Q/I t /I a TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this puryose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing • 1/£ Foundation Waterproofing r'r 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 '� \ Foundatio lation terio /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