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2007-227TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development -Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070227 Tax Map No: 523400-304-013-0001-006-000-0000 Permission is hereby granted to: DON BEEBE For property located at: 9 KATHERINE St 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. Tyke of Construction Value Owner Address: DON BEEBE 27 QUARRY CROSSING HUDSON FALLS, NY 12839 Contractor or Builders Name /Address HILLTOP CONSTRUCTION 51 CROWLEY Rd HUDSON FALLS, NY 12839-0000 Application Number. A20070227 Garage - 1 Car Attached Single Family Dwelling Total Value $150,000.00 $150,000.00 Electrical Inspection Agency Plans & Specifications 2007-227 1484 SQ FT SINGLE FAMILY DWELLING & 528 SQ FT GARAGE $230.88 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, June 04, 2008 (If a longer period is required, an application for an extension must be made to the code Enforcement Officer of the Town of Queensb the exp' lion te.) / Dated at the Town o e June 04, 2007 SIGNED BY for the Town of Queensbury. Director of Building & Code Enforcement bc"~y ~~ ~ ,~ ~r xy ~ -~~ o a~ ~ ~ A o ego o C~ d ~ ~ ~ ~ `'~'' ~ ~ ~ ~ A l o y ~ ? ~ ~ Q. ~ a' ~ ~ ~ ~ ~ M ~ l_J bd p o o ~ ~ 9 N ~ C y ~ `Cf ~ '~' ~ a°p ~~ fD' z ~ ° y ~ v, A ~ ~ CrJ o ~ J -~. by ~ ~ o d ~ W C/~ ~ N ~ ~ ~ y~~ (~ ~ '~ ~ ~ ;~ 00 ~ a. N ~. ~ ... A --3 O ~ '~ 0 o x ~ y .~ b ~ ~ ~ o ~ ~ ~ °~ ~ o ~ ~ o ~ `-' 'f ~ I`/ by ~ ~ ~ ~ O ~ ~ p. ~ UQ o ~. ~ ~ ~ N ~ z ~ ~ ~ ~ ~ LZ. a, y ~ -~ • . .-. l J V' N ° a °o ¢• N 5' o `~ °~ °, ~ O ~ ~ ~ c O~ ~ a ~ via ^ ~ ~~ ~ ` J •~ M N ~ '~ c ~ ~ N o '' z ~ °o a ~ ~' ~ ~ ~ .e ' ~" OFFICE USE ONLY f ~~ ' ~ ' ; ;TAX MAP N0. /~ PERMIT N0~°` `~ PERMIT FEE ~ ~ ~ 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. t , J OWNER: ~co/~/~t~ ~~~~''~ ~7 ~ ~'C~~ INSTALLER: t'fl ~'~""T"Y ~d s ADDRESS: ~- ~A~ I XtG~~Q//l./ ~'r S~` ~ ADDRESS: PHONE NOS. LOCATION OF INSTALLATION: ~~ YEAR BUILT ' NO.OF .........................................~ BEDROOMS t ........................................ .1980 or older j 1981.1991 ........................................ 1992 -present ~ PARCEL INFORMATION: X i COMPUTATION= X 150 gallon per bedroom PHONE NOS. ~ 7 ~ ~ ~ 3 RESIDENCE INFORMATION: = .TOTAL DAILY FLOW ......... .....................................................................~ GARBAGE GRINDER _ ! ': INSTALLED? X I 130 gallon per bedroom = , .......~ ............................................................. ........ ....... ........,.,,,..,.......,...................................; SPA OR HOT TUB X I 110 gallon per bedroom ; _ INSTALLED? _ / TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE / SOIL NATURE: SAND LOAM CLAY OTHER / GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH / DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) / PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. / SEPTIC TANK: GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. / TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? / SIZE OF EACH FT. X FT. / SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. / BED SYSTEM SIZE: X / ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE / HOLDING TANK SYSTEM: (If required) NO.OF TANKS: /SIZE OF EACH / GALLONS. /TOTAL CAPACITY: GAL. 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 or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Que sbury Sanitary Sewage Disposal Ordinance. Signature ~erson Responsible Date QUESTIONS ? CALL 761-8256 OR EMAIL codes ®a u een s b u rv. n et VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensburv.net ~~; Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 05/09/2007 09:39 5187980338 HILLTOP PAGE 02 Mai OEi C~7 U>~ ~ `°1' ~~.atcnins En~rnesrin~ ~.~ie„ .7~~.,~.,Q r- t~ Haviland Rosa Qu6ensburv, NY 1280` MUtCl~ins En inset'in Phone (818) 74s-C3U7 ~ 9 F~:: ~s~e) ~a~-a~oe May 8, 24t)`' ~ 2 h,tr 'i'om Alb~~ecF,t NiNtop C:on~truction Company ~~ t~rcwi,~y Fic~ad F~utison Fails, NY 92839 R~feren~,~e- Katherine street Property -- Ryther Town of Queensbu~y tear tom. Uri May 3, 7007, I performerd a percolation test and deep test hale in the enea indicated for proposed septic system irtstaftation on the plan you provided. The proposed residence vri1! bd served by public water. Resins are as follows: ~''r' -1 - Stabilized percolation rate: 1 minutes, 30 seconds per inch ~'~' - G-4" Tc+p~oil 4-•~Q" Med Brown uoamy Sand ~i)_2g' Reddish Brown tedium Sand cc"9.8+t'~ Me[lium Brown Coarse Sand with Cobbles ~Vo water observed to 8~4" Roots tc~ 45" Nr~ seasus~ai high water table evidence observed tv ~" This sitti sQiia condition is suitable for a conventional septic system. Fora, three bedraflrr rosidenCe, a 1,000 9altan septic tank is req-~ired and a minimum of 140 L3= of absorptic:-~t trench. All setbacks as requited by NYSDQH and Town of Qusensb~~ry regulatiut~s must be maintained 1 !~ ust Ihi~ ~rtforrnation is sufficient for your necdg, please contact me if you have any question, car ce3mrr-enfs. t3est ReSards, i _..-. E ~ Thnrrias Rutrt~ins, P.E. Check Residential Plan Review: One & Two Family Dwellings Y/N/N/A (2) Full sets of plans ~ Over 1,500 sq. ft. -Stamped . Design Loads On Plans: 90 Wind Floor Loads 40 psf _ 70 Ground Snow Load Sleeping Areas and Attics 30 psf . Calculations: endow Schedule With Glass Size t Door Schedule /Main Entrance 36" Door . E gency Escape Or Bedrooms and Habitable Space Bove / Below grade, 5.7 sq. ft. Grade, 5.0 sq. ft. 24" (h) x 20" (w) min. 44" Max. Hei t above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK ~le~ _ c i ~*~ ~ Dampproofmg /Waterproofing Materials On Plans ~, oundation Drainage On Plans, if required ' Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line, Vertical Fire Stopping Every 10' Where 1 Ic and Snow shield 24" Inside Exterior Wall / 24" Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8' All Stairs 36" Width Stair Run and Rise ~ , Winder Run and Rise ~" ~ piral Not Allowed From 2 Story Smoke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance Il Width, 36" nun. andrails More Than One Riser On Open Sides 'ling and Guards > 30" /Basement Stairs Included /Closed Risers More 'Than 4" in Ht. afety Glazing Notes For Required Areas Garage Fire Separation ge Floor Sloped ttic Access oof over 30" - 22" x 30" /Crawl Spaces 18"x24" Access o ~ Monoxide Detector Lowest Sleeping Level - So' est Results, if required eptic To Well Or Water Line Separation ~~,~ ~~'~ All Paperwork Signed From:BORGOS & DEL SIGNORE, PC 518 793 4902 06/01/2007 14:41 #459 P.001/003 ~,~,1 ~~ {G I»L SYG~TOPE, p.c~. ? T T 4r r^~ I'1 c '1' 5 %: 'I' L r. 1•V ^ I•.4ICtiQF.4 S. EC>RCiCS. r-4 ^ (vil.'.,r^, 1{ _.. •~~tL Slt_ IJQFt. Ec'C ~.^:ir~v:ood Avenve. (~.J. 3ox 4?92 Queensbury. N~~~• YOrk i ?804 on: o~8-i9~-0900 pax: 518.793.,902 e-mall: u+Fp~d'bor~tellaw.com FAX TRANSMITTAL ^ Original to be sent by reguaar mail ~(~ Fay; transmission only DATE ~ / ~~D~" ~# OF PAGES (including co~'er page) TO ~~ /~ COMPANY/FIRM FROI~i Mark S. Del Srguore, Esq. (E_pz~il..• ntd~Lri~~rxv,•e~uhv/•rfella~•~~.ct~-rl ) RE File Message [ ~pta o ~ t~'?cvr~f~ ~~i'~~7o^ O~•r~ ~ °1 t . coNF~D3rNTIALI'I'Y NOTICE T/ds fn.csimi/e trnrrsurissio», A,e/siding f/ris cover slrnet nrrd a-{P accompanying dncnmo»ts (indi+~ir/rralll' and colleclipc/y, "Tlre Trmrs»rission "). contains brfnrnrafinn from Mic/rod/ S. Rorgos or Mark S Del Signore, Esq•• T/~c Trans»rissin» is fntenrlsd snlel,N for' thr. rrso of the lurli+•idrral or entiq~ tv rn/iic/r it is adrlrescarl rn,d a+ap coniein infvrnru-io-r that is pri~vi/egrd, ennfidential, u-trl/or othcrm/se mrenrpt from disc/osnre ,order applicnbla lar+•. !f t/re reader of this mess,rge /s no[ the intended raclpienf, parr arc hrreby notified thrtt ana• r•rading, copping, dissenrinatlorr, r/)sb•Ihution, faking of any action in reliRuce on the eunterrrs of the Tra»snrissiou, or aNrer use ojN-is Trans»riscionr or its suhstrurce, is srricfly pro/rib/fed. If yor, have received Nils Trnnsarission br error, yorr are dlrec[ed to call rrs collect to nrrnnge for fire return of the Transmtssian of our rxpanse. If you do not recei~re all pages, please call 518-793-X1900. From:BORGOS & DEL SIGNORE, PC 518 793 4902 06/01/2007 14:41 #459 P.002/003 -.~. -~, CORRr~ CTION I)I!,1:±;I) sr '!`Ills INDIA N"I'IJRIa, made iho _~„/ ,••• dtty of Juno, 2007, lx;twc;c:n Itosellp M. Beebe, residing; at 27 Quan•y Crossinb, Hudson Falls, New York 12839, party of the first part, and Ptlmelu liecbe-Ryther And Jeffrey Rytber, as tenants in comtnan, residing at 13 Platt Street, Glens calls, Ncw York 1280], parties of the second part, 'W.ITNESSETH, that the party of the fiirst part, in consideration of One Dollar ($l .00), lawful money of the 'United States, paid by the parties of the second part, does hereby grant and release unto the parties of the second part, the heirs or successors find assigns of the party o~Fthe second part forever, ALL THAT C.CRTAIN TRACT OR PARCEL OF T..ANU situate in the 'Town of Queensbur•y, County of 'Warren, State o~P New York being more fully described as follows: B1EaGTNN1NG at a point in the northerly boundary of .Katherine Street, said point being the southwesterly corner of the lands .now or forrncrly of Alverta Sawyer, as recorded in the office of the Warren County Clerk's Office in Book 582 at Page 107, and running thence from the point of beginning westerly along the nrn•thet•ly boundary of ]Catherine Street north 84 degrees 14 feet 21 inches west a distance of 123,00 feet to a point, said point being the southeasterly corner of the lands now or formerly of National Grid, running thence along the boundary of National Grid the following three (3) courses and distances: 1 • North OS degrees 22 Feet 22 inches east a distance of 134.44 feet to a paint; 2. North 84 degnees 11 feet 58 inches west a distance of 93.11 feet to a paint; 3. North 34 degrees 59 feet 59 inches east a distance of 83.65 feet to an iron cad found, said Iran rod being the southwesterly corner of the lands now or formerly of Community Workshop Resources Corp., as recorded in tl,e office of the War•t•en County Clerk's Office in book 957 at page 279, running tlirrncc easterly along the southerly boundary of Community Workshop Resources Ccn•(~. north 88 degrees 52 feet 49 inches east a distance of 170.76 feet to a point, running thence southerly thrvubh the lands now or formerly of Donald V, Beebe and Rosella M. Heebe, as recorded in the office of the Warren County C.Icrk'q OfFoo in hank <72 at page: 368 south 04 dc~;rces 05fect 32 inches west a distance of 96,C3 feet to a paint, ,,iiid puiirl hcin~; the nc~rthwestcrly earner of the previously muntie~ned lands now cyr forn~crly u!' Alvcrta Sawyer, runninb thc:nc;e southerly along the wc;yturly haundtn•y of Alver•ta Sawyer south U4 degrees 05 Meet 32 inches west a distance of 1:34.41 feet to the point and place of beginning, Containing 32,070 square feet of land, being the same, plus ar minus. Subject to any other tights, covenants, easements or restrictions of record. BCYNG a portion of the premises conveyed from Sandra J, Shaw as Administrator of the Estate of Raymond H, Ramsey to Donald V. Heebe and Rosella M. Heebe, his wife, by deed dated September 14, 1994 and recorded in the Warren County Clerk's Ot'1•ice on September 29, ] 994 in Li1~eI. 926 at Wage 330, Donald V. Beebe dies April 15, 2006 leaving; the premises to Rosella M. Heebe in its entirety, ALSO BCING a portion of the premises conveyed :From Donald F.., Shults and Marjorie E. Shults Havern to Donald V. Beebe and Rosella M. Beebe, his wife, by the deed filed in the 'Warren County Clerk's Office in book b72 of deeds at page 368, dated June 28, 1985. Donald V. Heebe dies April 15, 2006 leaving the premises to Rosella M. Beebe in its entirety. From:BORGOS & DEL SIGNORE, PC 518 793 4902 06/01/2007 14:42 #459 P.003/003 . ~ . ~, THIS DEED is a Cotrection Deed being filed to clarify the property description as set forth in a Warranty Deed from Roselle M. Beebe to T'amela Beetle-Rytl~er and Jeffrey Ryther dated March 2l, 2007, and recorded in the Warren County Clerk's office on April l7, 2007, at Book 3244 of Real Property, 1'agc 120, The pt•ior deed inadvertently included praperty intended to be retained by the transferor. TOCIJTHER with the appurtenances and all the estate and ribhts of the party of the first part in and to said premises, TO 11~AVC AND TO HOLD the premises herein granted unto the parties of the second part, the heirs or successors and assigns of the patties of the second part fot•ever. AND the patty of the first part covenants as follows: FIRST, that said party of the first part is seized of the said premises in fee simple, and has toad right to convey the same; SECOND, that the parties of the second part shall quietly enjoy the said premises; T~1.1RD, that the said premises are free frog encumbrances, except as aforesaid; FOURTH, that the party of the first part will execute ot• procure any further necessary assurance of the title to said premises; 1~II+'TII, that said Patty of the 'first part will f<.~rever warrant the title tee said prcmtses; SIXTFI, that, in compliance with Secticm 13 of the Lien [.aw, the; brantors will rccuive; tltc u~ntiidcrtttian for this cotwcyF.ince and will ltc~ld Ihu right to reccivo Hach cnn5idcrutian us tt trust fund to ha applied t~irst Iur the Puriaasa u1' Pt~yittt; the: cn.~t ~~r the imprnvamc;tlt Lind will apply the same ~tirst to the: payment ol'thc; cctsl e~Ftha improvct~~ent before using any part of the total of the same for any other purpose, The word "party" shall be constnted as if it read "Parties" whenever the sense; of this indenture so requires, IN WITNESS WHEREOF, the party of the first part has duly executed this Deed the day and year first above written. iN TIDE 1'l7'CSENCE Or: a~~ 1 /r7 ~,.,e r,~u - Rosella M. Beebe State of New 'York) SS: County of Warren) SS: On the ~~ day of Juno, 2007, before rne, the undersi~rted, a notary public in and for said State, pet•sonally appealed Roselle M. Beebe, personally known to t~nc or proved to me on the basis of satisfactory evidence to Ue th.e individual whose name is subscribed to the within instrument and acicnowled~ed to me that she executed the same in her capacity, and that by her signature on the instrument, the individual, or the person upon behalf of wl~icl~ the individual acted, executed the instrument. MARK S. DFLSIGNnRE NotAry Pi.iblir„ State of New York Warren fq~inty, Hag. 5A563~ My Comm~sgion ~:xpir~s March 4, ' Foundation Inspection Report ~'~. Office No. (518) 761-8256 Date Inspectio equest received: a ~ Queensbury Building 8c Code Enforcement Arrive: Z • m ~ Depart: p 742 Bay Rd., Queensbury, NY 12804 Inspector's Imttals~ ~tt ~°~ PERMIT #: ©~ '~~~ NAME: U LOCATION: ~° ~ti~G. INSPECT ON: ~' ~ 0 ~ (.9CG! TYPE OF STRUCTURE: ~~~,~/ Comm n . ~ ~' ~t~t _~-~~ ~' Y Footings Piers Monolithic Slab Reinforcement in Place ~- The contractor i$ responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this 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 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 8. L:\Building & Codes Forms\Building & GodeS\I ~s\Foundatior- It~spectfon Report.cbc t.ast printed 12J20/2005 9:24:00 AM Foundation Inspection Report ~/~ Office No. (518) 761-8256 Date Ins ,'onequest received: Queensbury Building & Code Enforcement Arrive: ~7 am/p~n' I~~ Depart: arn/pm 742 Bay Rd., Queensbury, NY 12804 Inspect 's Initials: ~ 1/ ~7-- z27 NAME: L~ PERMIT #: LOCATION: ~ ~ INSPECT ON: , TYPE OF STRUCTURE: Comment Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement the concrete. Materials for this se on site. Foundation / Wallpour Reinforcement in Place o Foo ' o e or Keyway in place Foun ampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 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 Fomts\Buildit~g & Codes\Insp~On Forms\Foundatlon Inspection RepOrtcbc fast printed 12/20/2005 9:24:00 AM Foundation Inspection Report l /zs-/o Office No. (518) 761-8256 Date on request received: Queensbury Building & Code Enforcement Arriv~~~/L____ am/p~~' / Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Imttals: ~ NAME: ' ` ~'`~ r LOCATION: 9 TYPE OF STRU TURF: am/pm PERMIT #: ~ ~'?~,~~ INSPECT ON: 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 se 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 ve footing 6 mil 1 r wet areas under slab Baclcfill App al um mg Under Slab PVC /Cast /Copper Foundation Insulation Interior /Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building & Codes Forms\Buiiding & Codes\Inspecdon Forms\Foundation Inspection iteport.doc Last printed 12/20/2005 9:24:00 AM Framing /Firestopping Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 NAME: r 1 ~T~i LOCATION: --~C~"u~l~~ i4'tlt~- . TYPE OF STRUCTURE: Y N N/A Framing ~y! 4 ~ I /~ ~ i 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 au e 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 j 16 inch insulation in cavi min. Garage Fire Separation ~ I House side %i inch or 5/8 inch Type X Garage side 5/8 inch Type X ~ Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) ~ 20 in. (VV) ~ 5.7 sf above /below grade 5.0 sf ade Date Inspection re uest received: Arrive: ~' am/ ~epart: Inspector's Initials: _ am/pm PERMIT #: ®7~ ~~ INSPECT ON: / 4 COMMENTS ~~~T~~~ -----~ 9-d,. Framing /Firestopping Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 NAME: ~~~~1~~~{y ~y ~T~r~~ LOCATION: of ~~-,~ T TYPE OF STRUT Date Inspectio request received: Arrive: ~ am/pm part: Insper,t 's Initials: ~~ Y N N/A Framing Attic Access 22" x 30" minimum Jack Studs /Headers Bracing /Bridging Joist hangers Jack Posts /Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 au e 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 wa112, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in caul min. Garage Fire Separation House side %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf ade 7~/9~~ COMMENTS ~~ ~ ~~ ~? am/pm PERMIT #: G~ ' 2. Z INSPECT ON: ~ y~ ~ ~ Framing /Firestopping Inspectio Report C Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 Date Ins ection request received: Arrive. ' ' - am/p epart: Inspect 's nitials:~~~-'G NAME: LOCATION: TYPE OF STRUCTURE: Y N N/A Framing Attic Access 22" x 30" minimum ~ Jack Studs /Headers Bracing /Bridging ~ Joist hangers Jack Posts /Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 %z w 16 au e 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses or o 6 less on center Ice and water shiel 4 inches from wall aration 1, 2, 3 hour Fire wa112, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavi min. Garage Fire Separation House side '/z inch or S/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf ade am/pm PERMIT #: ZZj~ INSPECT ON: COMMENTS ~ ~ ~ ~ ~3 tic Ins ion Re rt Sep pest po OfBoe No. (518) 761-8256 Date Ins ' n~aquest received: Queensbury Building & Code Enforcement Arrive: ' ~ am ~ Part: am/pm 742 Bay Rd., Queensbury, NY 12804 Ins is Initials. ' '~ PERMIT NO.: ~ ~.~` . NAME: ._._~--~ -' INSPECT ON: LOCATION: ~• RECHECK: crmments and/or diagram Soli T la T of Wa r: Munid ell Water Waterline se nce ft• Well separation distance ft• Other wells: ft• Abso Field: Total len ft• Le of each trench ft• De of trenches ft. Size of Stone Pits: Number Size: x Stone Size: ~ i Size T Buildi to tank Tank to Distrib Box Distribution Box Id Pit ~ ~ ~ "~~ O ni Sealed: Y N Partial End Ca Inl Outlet Pi & Baffles Y N Location Se rations Foundation tD tank ft• Foundation to abso ion ft. Se ration of Pits ft• Conforms as r Plot Pian Y E ineer Re rt and As-Built Y N Location of System on Property: Fron Rear Left Side Right Side Middle Front Middle Rear ry~~m Use Status: ~Cpproved Partial Approved and needs to be re-inspected, please call the Building & Codes Offke Disapproved Last revised 021006 bast revised 1/6/05 ( i ~ ~'~. Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date ;inspection request received: ~ ~ Queensbury Building & Code Enforcement Arrive: am/pm Depart: ~ pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ~ NAME: '~`' ~ ° PERMIT #: ~ L ~ 2~ LOCATION: '~Y. ' ~ "' INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing Attic Access 22" x 30" minimum Jack Studs /Headers Bracing /Bridging Joist hangers Jack Posts /Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 au e 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 ~irestopping Penetration sealed 16 inch insulation in caul min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf ade COMMENTS . 1 ~3~ Rough Plumbing /Insulation Inspection Report Office No. (518} 761-8256 Date Inspection request received: `~ S` G~ Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: /~~°~ ~"` PERMIT #: o ~' ~ ~-~ LOCATION: '4'~~ ~ ~ ~e. s? - INSPECT 0N: TYPE OF STRUCT R ~,~21r~ i Y N N/A Rou h Plumbin Nail Plates Plumbin Vent Vents in Place 1 ~/2 inch minimum Drain Size Washin Machine Drain 2 inch minimum Cleanout eve 100 feet chan a of direction Pressure Test Drain /Vent Air /Head 5 P.S.I. or 10 fk. above hi hest connection for 15 minutes Pressure Test Water Supply Piping Air /Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check Pro er Vent Attic Vent Duct /Hot Water Piping Insulation If re uired unheated s aces Combustion Air Su I for Furnace Duct work sealed ro eri No duct to e COMMENTS: L:~Pam Whiting~Building & CodeaUnspection Forms~ltough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February I5, 2005 ~a r~i ~r~ ~ ~J~o SSi ,b~ ~"~/D /~~4 ~ / Rough Plumbing / Insu~la ion Inspection Repo Office No. (518} 761-8256 Date Inspection'r,~quest received: Queensbury Building & Code Enforcement Arrive: ~ 0~" am/p Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect is Initials: -~~ NAME: PERMIT #: d ~ T2~ LOCATION: ~ INSPECT ON: -' ~ TYPE OF STRUCTURE: Y N N/A Rou h Piumbin Nail Plates Piumbin Vent Vents in Place 1 ~/z inch minimum Drain Size Washin Machine Drain 2 inch minimum Cleanout eve 100 feet than a of direction Pressure Test Drain /Vent Air /Head 5 P.S.I. or 10 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping ead P.S. 15 minutes Insulation sidentiai Check Commercial Check +~ ~ ~~' o e Attic Vent Duct /Hot Water Piping Insulation If re aired unheated s aces Combustion Air Su I for Furnace Duct work sealed ro erl No duct to e COMMENTS: ~~F ~,~L C~c~~~ ~,~ - 2~g ~ ,~ ~ 2Z~ L:~Pam Whiting~Building 8c CodesVnspection Forma~Rough Plumbing lnaulation Report.rovised Nov 17 2003.doc Revised February 15, 2005 2r~ /~vrs r Queensbury Building & Code Enforcement - Resident'al Final Inspection Office No. (518) 761-8256 Arrive; ~-~ m Depart: _ am/pm Date Inspection request received: Inspector's Initials a'a~-- NAME: ~ LOCATION: TYPE OF STRUCTURE: PERMIT #: ~~~ DATE: ~~ ~ -~ ,Y~s No NJA Buildin Number /Address visible from road Chimne Hei t / "B" Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin Vent throu h roof minimum 6 inches Roof Com lete /Exterior Finish Com Iete Platform at all exterior doors Guards at stairs, decks, atios mare than 30 inches above ade Guard at stairwell at 34 inches or more Guard at deck, orches 3b inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railin s 34 inches to 38 inches Interior Handrails stairs 2 or more risers Grade awe from foundation 6 inches with 10 feet 6 inch clearance to sill late Gas Valve shut-off exposed /regulator 18 inches above grade Interior rivac /trim /doors /main entrance 36 inches Bathroom /Kitchen waterti ht Safe lzin /Window in stairwells safe lzin Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Bette backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches hei t in accessible area Crawl S aces 18 inch x 24 inch access, 1 s . ft.-150 s . ft. vents Bathroom Fans, if no window Plumbin fixtures _ Foundation insulation Floor truss draft sto in finished basement 1,000 s . ft. Emer enc a ress below ade 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 o eratin Low water shut-off boiler Relief Valves installed /Heat Tra !Water Tem 110 Enclosed Stairs Sheetrock Underside minimum %s" Gypsum Basement stairs closed rise > 4 inches Gera a Floor Pitched Gera a fire roofin /'/< hour fire door /door closer _ Duct work Sealed ro erl Gas Lo sin Sealed or as Enclosure Final Electrical .Final Serve Plot Plan As Built S tic S stem / Sewer De t. Ins ection Sticker Site Plan / Variance re aired ' Flood Plain Certification, if re aired Oka to issue C / C br C / O Tem or /Permanent Comments G~,~oc~s~-rte L, ~~ ~~s~ ~ T4lRtl ~i'~'l ~ PRa~~~~ CND . 7ErPr'ic 4~ L:~Building & Codes FormslBuilding & Codes~Inspection Forrns~Residential Final Inspection Form revised 100405.dac ID~-~Z. Queensbury Building & Code Enforcement - Res° eritial Final Inspection 4#ice No. (518) 761-8256 Arrive~'~~~~am/pm D art: am/pm /~: V Date Inspecrion request rece d: _~ Inspector s Intrials. NAME: LOCATION: TYPE OF STRUCTU PERMIT #: -~~~-L----~~_~--~ DATE: Yes No IyIA Building Number /Address visible from raad Chimne Hei t / "B" Vent/Direct Vent Location _ Fresh Air Intake 3 inch Plumbin Vent throu h roof minimum 6 inches Roof Com lete /Exterior Finish Com lete Platform at all exterior doors Guards at stairs, decks, atios more than 30 inches above ade Guard at stairwell at 34 inches or more Guard at deck orches 36 inches or more Handrail Termination at Newell Post or Wa11 terior/Exterior Railin s 34 inches to 38 inches Interior. Handrails stairs 2 or more risers Grade awa from foundation 6 inches with 10 feet _ 6 inch clearance to sill late _ Gas Valve shut-off exposed /regulator 1$ inches above grade Interior rivac /trim /doors /main entrance 36 inches Bathroom / Kitchen waterti ht Safe lzin /Window in stairwells safe lain Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: _ Inter Connected: Batt backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches hei t in accessible area Crawl S aces 18 inch x 24 inch access, 1 s . ft.-150 s , ft. vents athroom Fans, if no indow lumbin fixtures ,v Foundation insulation Floor truss draft sto in finished basement 1 000 s . ft. Emer enc a ess below ade 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 o eratin Low water shut-off boiler Relief Valves installed /Heat Tra /Water Tem 110 Enclosed Stairs Sheetrock Underside minimum %:" Gypsum Basement stairs closed rise > 4 inches Gars a Floor Pitched ara a fire roofin /'/a hour fire door !door closer _ ___. Duct work Scaled ro erl Gas Lo sin Sealed or Glass Enclosure Final Electrical anal Surve PCot Plan As Built S tic S stem !Sewer De t. Ins ection Sticker fit! Site Plan /Variance re aired ` Flood Plain Certification, if re aired Oka to issue C / C or C / O Tem or /Permanent Comments L:~Building & Codes FormslBuilding & Codes~Inspection Forms~Residential Final Inspection Form revised 100405.doc Septic Inspectlon Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: ' ` t ~~ ,_ PERMIT NO.: ~ 2 ~ LOCATION: ~ INSPECT ON: 4 RECHECK: Soil T :Sand Loam Cla T of Water: Munid I Well Water Waterline se ration distance ft• Weis separation distance Other wells: ft• ft' Abso on Fiek1: Total len ft• Le of each trench ft• De of trenches ft• Size of Stone See Pits: Number Size: x Stone Size• Pi in Size Builds to tank Tank to Distribution Box Distribution Box to Field Pit O nin Sealed: Y N Partial End Ca In Outlet Pi & Baffles Y N Location Se rations Foundation to tank ft• Foundation to abso on ft• Se ration of Pits Conforms as r Pkrt Plan N En sneer Re rt and As-Built Y N Location of System on Property; Comments andJo~ diagram Front Rear Left Side Right Side Middle Front fiddle Rear m Approved Partfal Approved and needs to be re-inspected, please call the Building & Codes Office Disapproved Last revised 021006 Last revised 1/6/05 :i;''~t,~"'=E:~~ .9: _~ =i8%5t~t~11 t,+APJ DUN ~t~iJ =TEVES F:.GE 01!01 ~~ 1~ Haviland RoaQ Ccueenabury, NY 12804 Hutchins Engineering Phone: (518) 745-0307 Fax: (518) 745-0306 C7ctober 2~. 2007 Mr. Tom Albrecht Hilltop Construction Company 51 Crowley Road Hudson Falis, NY 12$38 Reference: Katherine Street Property - Ryther Town of Queensbury Dear Tom: I have inspected the installation of the individual household wastewater system at the referenced property. The system consists of a 1,000 gallon precast concrete septic tank and a standard trench absorption field. It is my opinion that the system is fistalled In conformance with the letter outline that I forwarded to you an May 8, 2007, and the regulations of the Town of Queensbury, Should you have ahy questions, please contact me. Best Regards, ~- ~ --~., ~. Thomas Hutchins, P.E. G. Tnamsg Wutahlns, P.e Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: __~~~-~'~ NAME: ~ ~ LOCATION: ~- ~~ PERMIT' #: _.~~L-~.-- Final Survey Plot Plan The attached final survey has been received by the Dept. of Community Development. Upon review the I. c„rvev has b~'e Cis Zoning Administrator Notes:. L:~.SueHemingwaY~Bu~lding.Codes.Inspecrion.FORMS~Fina1 Survey Zoning Administrator.doc