Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2007-240
.o u~ N ao ~ o ~ ~ ~. ~ ~ ~ ~ ~ ~ ~ ~ z W N O ~ ~f1 .~ N ,-~ ,'~ ~./~ h+l ~ ~ O ~ o O' -~ ~ '~ O t j"' Cg O~ O O N N U ~ N ~ O ''C ~ O ~ N ,~ a U ~' .. -~ y z TW. ~ O o W o o ~ o y ' U ~ o a 'a-1 ~ 'o o U U U M„~ o ~ .~, ~ ~ a ~ ~ ~ ~ o a H C b a~ F" z ~~ N ~ U N W W ~ v" .a `p ~ U U v ~ N °a ° W °' U ~ ~° n ~' °' ~ ~ ~ .~ o Z ~ U V V ~ ~ ~ ~ ~ ~ U .y ~ ~ ~ v a '~ H U a Hx aH ¢" ~ o ~ at W ~a o O ~. ~~ ~~ ... Q ~, U L~ ts, bA ~ ~ ~.+ ~~ ~ ;mac. ~~ a ~ ~ ~ O ~ ° z ~' ~ CC V~i w c. ~ G~~~ A ~ ~ c, H ~ 4°• c d ~ ;~' b o O y u ~ O p ~ ~ ~ a ~ wo ~~'a•~ ~a~~o ~~ ~N ~ w ~. ~, o ~ o ;~ q o c ° p°q u~'u ~ ~ ~ ~ ~~ c. ~ a TOV~~N OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development -Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070240 Tax Map No: 523400-289-013-0001-055-000-0000 Permission is hereby granted to: CRESCENT PLACE, LLC For property located at: 69 BIRCH 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. Tyke of Construction Value Owner Address: CRESCENT PLACE, LLC Fireplace 9672 SOUTH 700 EAST Suite 100 Single Family Dwelling $350,000.00 SANDY, UT 84070-0000 Tota- Value $350,000.00 Contractor or Builder's Name /Address Application Number. A20070240 Electrical Inspection Agency Plans & Specifications -240 SQ FT SINGLE FAMILY DWELLING WITH 2 FIREPLACES $408.72 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, June 14, 2008 (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 ~ueens urs ~ 4, 2007 SIGNED BY for the Town of Queensbury. Director of Building & Code Enforcement OFFICE USE ONLY ~ ~ ~ ~ ""' ~ ~ ; ~' TAX MAP NO. PERMIT NO. ~ ~ _ ~ ~~ + ~ ~ ~ ~~~ / ~ ;~ FEES~PERMIT RECREATION ENGINEERING ~ ;~C~1~V1'v,~~ , f applicable) ~ Y i___.._ .4 _________________ PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL F~ BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/eHttUEF2: OWI~~~ OWNER: 'I.~C~tiII~, ~~'~7~C~ ADDRESS: ADDRESS: °lG7Z SO~i'N ~ ~MS~'. Sc~itl~'t~ PHONE NOS.~~ ~, _~T ~'~7o r PHONE NOS. ~-~f~- CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: G16r .~~~HONE: 583" ~Z~' LOCATION OF PROPERTY: ~ ~~~~ ~~ ~~~ ~~"~ l QU~s ~SVI~Y~ SUBDIVISION NAME: `~' PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR PROJECT z O ~ ~ O O ~ vOi ~ LL w O~_ O f' O ~ ~ ~ ~ a Z Q Q ~ to N(n O~i ~ri d2~lS SINGLE FAMILY ~ ~~ "-- 2 3 ('3 O~ l a~3 3~~ Z? `q ~~" TW FAMILY MULTI-FAMILY (NO._) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER µ-~~ Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 IF COMMERCIAL OR INDUSTRIAL -NAME OF BUSINESS:, ESTIMATED CONSTRUCTION COST: ~ 7~i~~ FUEL TYPE: ~~P~ - HEAT TYPE? Nld~,~'HOW MANY FIREPLACE(S) ~ AND / OR WOODSTOVES(S): O ZONING CATEGORY: ~,~„~1A ARE THERE WETLANDS ON THIS SITE? l~ IS THIS A HISTORIC SITE? ~I+D PROPOSED USE OF BUILDING OR ADDITION: C~Sli~ufi~ ~' ARE THERE STRUCTURES NOT SHOWN ON P••L11,O,,T PLAN? J`•`~ ARE THERE EASEMENTS ON PROPERTY? 1~ *~~e~~o emm~~are a separate A~olication for "Fuel Burning Appliances & Chimneys" available in our office 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 cert~cate of occupancy. I have re and agree to the a e. Signed 1 L ~ Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) 4UESTIONS ~ CALL 761-8256 OR EMAIL codeslia)_gueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Nrww.aueensburv.net Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) This application /proposed action described ; herein is found to be in accordance with the ; zoning Laws of the Town of Queensbury. ; ZONING APPROVAL DATE Permission is hereby granted to the above ; Applicant to erect or alter the building described ; herein in accordance with said Application: ; BUILDING & CODES APPROVAL DATE Toum of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 For an EPA homeowner s guide. http~//www epa aov/npdes/Dubs/homeowner', tluide Iona customize.pdf OFFICE USE ONLY '~ '~ TAX MAP NO. PERMIT NO. PERMIT FEE ~ ~ '~ ~ ~, ~ APPROVALS: ZONING TOWN CLERK ~ ; ; '~ ~ +~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~i~~~r~~ /~~~~~~~~~~~~~~~~~~~~~i APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MU BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. r~'`~~,,,~,~~ OWNER: I,.XE~9.11r~..A1C~ 1 ~~ INSTALLER: {....,~yC'~~~ ~DE~~~'~ - ADDRESS: C ~ -^7 ~ ADDRESS: t PHONE NOSC~"~1 ~ / Z~ 7~ ~ 1-+~- PHONE NOS. ~ ~ L ~ LIZ LOCATION OF INSTALLATION: YEAR BUILT NO.OF X COMP ATI = ~ T A AILY FLOW BEDROOMS 1980 or older ~~ X 150 Ilon per be roo = 1981 -1991 ~~ X 13 on Dom 0 1992 -present X 1 ga n p edro 0 INFORMATION: GARBAGE GRIND R INSTALLED? SPA OR HOT TUB ~\~ INSTALLED? ~~_ PARCEL INFORMATION: ' 7 ~/ / TOPOGRAPHY: FLAT ROLLI STEEP LOPE SLOPE / SOIL NATURE: SAND~~ LOAM CLAY OTHER +~ i~ A / GROUNDWATER: AT WHAT DEPTH? ~~ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? _~ / DOMESTIC WATER SUPLY: i MUNICIPAL WELL If well: water supply from any septic system absorption is:( j~ ft) (~ // ~~Q,,6~~~ tt~l <Yi / PERCOLATION TEST: RATE IS ER INCH (TEST TO BE COMPLETED BY A LICEN PROFESSIO AL 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). TANK SIZE: ~~GALLON (MIN. SIZE IS 1,000 GAL.) Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ^ ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X ^ SEEPAGE PIT(S) (WITH NO.3 STONE) How many? Size? ^ALTERNATIVESYSTEM Bed or other type? 'ZOx32 ~r-~lj.~_ d,.~IV S ^ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? 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 Queensbury Sanitary Sewage isposal Or nce. ~ ~ ~ Signatur~of Person Responsible Date QUESTIONS ? CALL 761-8256 OR EMAIL codesCaDaueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensburv.net Tozvn of Queensburt~ • Community Development Office • 742 Bay Road, Queensbury, NY 12804 05/1612007 15:03 8015718645 NICHE ASSOCIATES PAGE 02102 is aide: h ~ wwwe Ov de Ub ........, r..........-- ~ For an EPAhomeowne 9 ,,...,. ........... ............ . . . .. .....,,~.... Y ~ ,~ ;~ ..". . • . • OF>=1CE USE ONL + ; ~ .- '. ' PERMIT NO.~---PERMIT FEE ~ 'i" i ,~. ,, ,. TAX MAP NO. % ; f Q.I C.a TOWN CLERK ' i APPROVALS: ZONVNG ,.~ ....~.....,..•J ~...-....~ ..,...........~...,.,~.......... ll. A,PPLICA7'ION FOR SEFT'IC DISPOSAL SXS1'E~w ~oR~ SUANCE OF A VAt-ID A PERMiT MUST gE pgTA1NED BEFORE iN'ORK ~~. APPLICATION ~ BUBJ~E'C~T~ ~ aC Q L j„ G PERMIT. ~1/" C S ~ Q ~'N e INSTALLER: '-"'J- (~r ~ j a o'~ AppRESS:~I •~ S ~~+`'' $41~V,IrU~ i~ ~AbDR~ S' PHONE NOS. ~ - 7 ~ -'~`S•`'tZ__ -S ~r ?I'10 E NOS. ` L?t O ~! t n 01 ` ~ RESIOFiNCE LOCATION OF INSTALLATION: _ _ __ _. ~. ~.,, ~FORpUT1oN: GARBAGE GRINDER INSTALLED? ~~~ SPA OR HOT TUB INSTALLED?~- PllRCtd. INFORMATION' 965LOP£ FLAT G~ STEEP St.OPE ~ T ~ Y' CLAY OTHER- , f SCSIL NA7IJSE' sAND~ls~~- LOAtd "-~ ~~ // / ~M~NM Ep R~/I~ATERIAI.; AT WHAT DEPTH? / ROU AT WHAT DEPTH? 1Ja- ~. ~---~"- ~it0 ~ ,~ DOMESTIC WATER SUPLY•. water ~~ fin enY xptic syptem apzorpi'bn ls~~' Rl MUNICIPAL WELL~_ ~ ~' ./ PERCH wTION IEs T RAC IS PER MIINUTE PER {NCM (TEST TO BE COMPLETED BY A LICENSED PROFES910NAL ENGINEER OR ARCHITECT) t be designed by a licensed mus PROPOSED S1fSTEM FOR NEW CONSTRUCTIQN: All individuf3oard a~-proved ubdivlsion). pro(~ess'~t ~~' or architect (unless kls Ntalied in~~• ) ~ GALL~~ A Add 25U gallons to the size of the septic tank for TANK SIZE: ~----each garbage grinder, spa or whim tub. SYSTEkI TYPE: R. Each trench ~ X -- n ABSORPTION FIELD {WITH NO. 2 STYE) Total Ilxlglh,_, How matey?.-~---- Size? l~ . ,3~t~a o SEEPAGE PITS} (WITH NO. 3 STONE) ALTERNATIVE SYSTEM 9ed or other type? Number of ks? Tank size? o HQLDIN(3 TANK SYSTEM Total required capaaty? ~- NpTE: ALARM SYS~PN~gs~ REV Ew uST PROV10E0. O~ MUST t3E 1N5PEGTED BY A TOWN APPROVED ELEC ~IICAI- approval kiSPECTION A(3EN For your protection, please note that pursuant Do Section 136 29 of the Code of the T~t~n or~faieiur~e~ ma a apmatorial fact or material miarapre granted which is based upon or IS granted in ~~ h~11 Ue wid c~+cumstance known by or on behalf of an appt, nation and agree GUfST10NS ? CALL 761.9254 OR 2MAIL 1 have read the reguletrons ~~ ~p~t tO this appl~ coap ralm,oansb .ne to abide by these and all requiM.rr-9nts ai the Town of Queensbury V18tT OUR WEBSiT£ FOR MORE INFORMATION 'tay Sewage Disposal Ordinance, www agsensbury.n~i • ~~ X007 Signature pf Pere Resportslble ~ Tuwn of Queensbury • Community Development Off ee • 742 Bay Road, Queensirun~, ,iVY 128Q4 ~~ 2~ Area Variance FrooB A~.AIt~-'rro woRxs~ Any won, addition or replacxtnent of structures in the'Warterfrortt Residarttist Zones (wR-IA 8c wR 3A) is subject to the Fkror Area Ratio requirements as defimed m Secxton 174-16 of the Town of (~aerisbury Zoning Ordinance. Flax Area Ratio (FAR) is the relntionship of building size to ltrt size destined ~ dividing the total building ' l square footage by the ld size in square feet, yielding a pa+certtage. 'Ihe maximum albvvable FAR is Z Percerrt. ** Please note that FAR requirements are separate and distinct fmm the permeable area requirements that ~Y aPpb'• Building square footage includes all Boors of the primary strUC~urn, covered porches, and baselner-ts (when at least three (3) feet in height of one (1) wall is exposed and the space mats tlm living space requirements as defined in Section 711 and 712 of the NYS Buildmg Cock -see r+cverse sislg of case. Ddaehed storage buildings greater than 100 sq. ft. and detached garages are so itxluded in the FAR calculations. Building square footage does not include: open decks, docks and that portion of covered docks extending irmo the water, and one shed 100 sq. R or leas. All addrtia~i sheds are included in the FAR catcutatwns. Us~M/i,ocabort Area . ft. Area . ft. Primary House First Floor _ Sex~ord Floor 0 Besanent ~~ ) Q Covered or encbsod porches Covered dec[cs ~ Guest House ~ ~ Aparanent D~ached (;stage(s) Shed (1 shod 100 sq. ft. or less exempt) ~ Gavaed Dock or Hoatho~ne (potion as lard} 0 Other(descn'ber A. Lot area: Acres x 43,560 = B. Total Allowable Floor Area = A x .22 2 p~ 2 7 t ~ 1 C. l:x~ing Floor Area; Torsi fiber aboae lima . D. Remaining Area: potentially devebpable = B minus C E. Pmposod Aroa of C~dion • • *** If E is larger than D, a variance or revisions to your plan may be needed. A1~eE• nt~nerrlt with ~t8{~ Area Variance Last Revised: August 6, 2008 Z~~'~~~~ Dennis Fredette 10132 South 360 East Sandy, UT 84070 801-652-5121 Dear Jennifer Henderson, Enclosed is a check for the amount of $458.72 for the building permit application fee for 69 Birch Road. If you have any questions, please feel free to contact me at the phone number listed above. Regards, ~_ Dennis Fredette W N b U Z'~'~ D Z C 3n~ m~~ m ~ Z ~ ~ ~ ~ r ~ mz Q $~ o ~ o ~ "`~ O ..p N1 J1 ~ a1 N ~ ~ ~ ~.1 (`Q , `~ v` ~ c ~mn ' N ~ .-31 "J ..._ "~ m o ~~~ ~ N ~~ `~ ~~ ~ ~ ~ ~~ ~ O ~ ~ `" ~ ~ ~ = ~ ~ ~C' '~ ~ ~ ~ ~ ~ ~ GP ,-~~ z ~ ~ i ~ 0 b W ~--~ ° ~' o o ~~ ~ ~ 1 ~ ~ O ~ .. ' m ~ ~ ~ O D d O Z~A Z~~ , ~, ~ i ~ a S ~ CQ ~ ' ~ ~ ~~ ~ ~ ~ ~ ~ ~ cZiom~ . ~ CA ~ ~ ~ ~ZZ c~ ~' ~ ~ ~ ~ ~ s s fi~ =Z~Z~ , ~P ~ ~z~ c~ ~ 3 -~ ~, ~ ~ ~ ~ ~ ~ m ~D r ~ 2 V ~~ ~ £ ~ ~ ~ ~ ~ O TZ N -v r D '~'~ z z L O m,oo V, D v v m m 4 d ^~ ` , d N M n~ A A ~C n sa O A . ~ `~ ~ r ~ ~ ~+ N. '~ ry [p ~~ o ~ b ~~ ". n ~ C' ~~ A O ` ~ o ~ O N~ co a: ~ ~ 3a ry. A ~ o d $;' cno a ~, ~ ~ A ~~ z o a. N 1 ' 1 ~ ' `~ no --~ tl~ ~ k~ '~ O Z 3 c- -~ _~ ~ ~ ~~~ '~ r a ~~ rn~ a ~ Z fC ~ ~" ~` ~ ~ ~ Yn 'X ~ ~ t X - 1 m N 3 ~ v` ~ ~ ~ ~ s ~ ~ ~ W ~ ~ W ~ ~ ~ ~ c ~~;~~ ~ ~~ • W ~ ~ - ~ _ ~ ~ ~ ~ ~iN ~ ~~ ~ ~ "~' ~ ~ _ _ b '~! ~m~ `` ~ ..Q.. aN .~ ~ ~ ~~ ~ {~ ~ 1 ~ O a~ .._,. V'1 ~~ r 1 ~ ~- '1 i ~ W ~ 1 ~~~ ~ ~~~. c I I ~- ~ c ~ ~ I ~ ~ ~~ ~ ~, ~ ~~~A ~~ ~z~~ S ~ ~ W ~ N ~ ~ -_=mA ~ z ~ W CP CQ .,1 ..t _ ~"i ~~ ~~ o~ z~ ~~ ~ m A A ~ s ~, r~^ C. O ao Cy To ~a ~ n ~ o o rn ~ NA ~ ~ ~ ~ ~x ~ o ` ~ ~ ~ " ~o~ ° a~ ~ ~ ~ v ~ ~ ~ ~ ~ ~ ~ ~ ~/~ VI M ~ o y ~ ti ` • Q a; a ~, O 0 A d ~ a ~. ~ ~ ~ oy ~ o- ~ a ~ := ono ~ ~ ~ ~- ~ n ti ~ > :. 0 ,~ ~ $ C , N > m t r b u ~ ~ ~~ ~~ Z ~yz m~~ O r. "J C fA ~rif ~~j0 _Z ~~~ ~~~ ~~_ ~~ r pmp t m I p r~r Z~~ €~~.. I ~~~ ~~~ . ZZ,=„bA tt~~~ ~G~~~'"' C ~ t wm A A ~. :S ,a,d rf, j tt (~ _ Qy ~Q -~ a ~ N ~ ~ O ~ ~ ~ rn ~ k o ~ is ~' ~ `^ ' A ' o ~ o v y ~ ~~ ~ ~. ~ ~~~ ~d C U1 ~ ~ ~ A O '' ` w, `' ~ v Z! N A. ~ A .y, A _ A ~. ~ ~ A. ~ ~ ~ o ~ . co ~ ~°•, ~ m W ~ Q' ~ 0o Z ~ ~ O ~ o ~ x ~w V / N /I Y ~ ~~ ~ l O ~ .. V ~ M v ~ m ~- 0 ~ ~ 1 ~ 1 ~ 1 ~ ~ ~ 1 ~ 1 ~ 1 ~ 1 ~ ~ ~ i ~ 1 ~ 1 ~ 1 ~ 1 ~ R ~ 1 ~ ~i~~~~~~~~~~_~~~~ /~ c m ~ ~ 0 Sz5 W a fZI) 2 ~ y ~ 1 C7 m ~m ~~ N QA ~ r c~ ~"O: ~ c m 3 m "' ~_ ~~ M ~ r Z 4 N O ~ ~ ~ ~ ~ N ~ ~ Cv ,~ ~ ~ ~. A~ m p ~~ Z MA W _ w` ~ _ ~~w -- ~ - fvw' - N w` *_ J .- ~~ .~I >Or~ o c N .- N '' ~ v' N ~ N r m m G) _ t~ :Vi ~ ~ V" '~V ~ ~ ~ O ,~, ~ ~ m ~ O ~~v cn -~' '!n 'J ~ ~ - ~~ p O g . c~. m m o a v z ~+ ~ w V • ~ ~~ ~ ~~ ~ O VJ ~ D O ~ C1 ~ b 0~ ~+e v ~ mZm ~ ( T D O ~ O m a LAS, 1 \~ H ~~y V ^~ MJ M M M IO M W ~ ~ C A A ~~ r ~ ~' /p ~ a Y/ O R7 '~ m ~ ~ ~. 3 ~~ ~: ~~ ~ ~~ ~. n po Y o = ~ Q C ~: r ~~ ~ o O ~~ Z n 0 rn 00 0 ~ sn ~ ~T `°, ~ to ~ ~~ ~b ~~ ~~ `~ O N ~ ~~ ~~ `o 0 '.,. ~. ^G 0 ti 0 ~~ 1 ~ ~ ~ 1 ~ V\ 1 1 ~ 1 1 , T~ 1 ~ 1 1 1 ~ 1 , V ~~~ ._ ~~~~~®x ~~~~G~s A R C H I T E C T U R E INTERIOR S Charles Johnson ADIRONDACK OFFICE Long Alley Saratoga Springs, NY 12866 Tel/Fax 518.583.0027 FINGER LAKES OFFICE P.O. Box 255 Honeoye Falls, NY 14472 Tel/fax 585.624.5930 May 1, 2005 David Hatin, Building Inspector Town of Queensbury 542 bay Road Queensbury, NY 12804 RE: 69 Birch Road, Fredette Residence Building permit application Dear Dave, ~~ ~Z.~~ ~` ~'~ .:~ TOVvr~~ ~, _..,,,,URY BUILDIIVt7 AIVD CODE Please find enclosed two copies of stamped drawings for Dennis & Susan Fredette's new home on Glen Lake, located at 69 Birch Road I have also included a completed building permit application and two copies of the Reschek form for NYS Energy Code Compliance. The site plans, as prepared by Tom Hutchins, are not included at this time but will be forthcoming within the week. These drawings include on site sanitary system information, grading, driveway and building placement on the lot This project has received Zoning Board of Appeals approval for a variance related to less than the minimum required road frontage for a lot I have also included a Floor Area Worksheet to illustrate compliance with maximum lot coverage. As part of this project the Fredettes will install a new well for their neighbor to the north. Thus work was started last fall and then stopped until a building permit was issued The neighbor is now anxious to have his yard restored and the well installed At your earliest convenience when you believe that a building pemut will be issued, please contact Dennis or myself so that the well driller can be contacted Should .you have any questions or require any additional information please do not hesitate to contact me. Best regards, Charles Johnson www.ParadoxDesigns.net ]~AIE~AD®X lE S ~ G N S May 7, 2005 David Hahn, Building Inspector ~ _~~~ ARCHITECTURE Town of Queensbury ~ ~,~. 542 bay Road ~ ~ ~ " --~ INTERIORS Queensbury, NY 12804 TOWN ur ~..~~Etw~n~lF~Y RE: 69 Birch Road, Fredette Residence BUILDING AND CODE Building pernvt application, site plans Dear Dave, Please find enclosed two copies of stamped site plan drawings for Dennis & Susan Fredette's new home on Glen Lake, located at 69 Birch Road These site plan drawings were prepared by Tom Hutchins of Hutchins Engineering. Charles Johnson Should you have any questions or require any additional information please do not hesitate to contact me. Best regards, `, Charles Johnson ADIRONDACK OFFICE Long Alley Saratoga Springs, NY 12866 Tel/Fax 518.583.0027 FINGER LAKES OFFICE P.O. Box 255 Honeoye Falls, NY 14472 Tel/Fax 585.624.5930 www.ParadoxDesigns.net l~~IE~~D®X DIESd~sI~T~ A R C H I T E C T U R E INTERIOR S Charles Johnson ADIRONDACK OFFICE Long Alley Saratoga Springs, NY 12866 Tel/Fax 518.583.0027 FINGER LAKES OFFICE P.O. Box 255 Honeoye Falls, NY 14472 Tel/Fax 585.624.5930 June 6, 2007 David Hattn, Building Inspector Town of Queensbury 542 Bay Road Queensbury, NY 12804 r~` BUtLf31NG,gpfD Cpp~ ~' RE: 69 Birch Road, Fredette Residence Building permit application Dear Dave, This letter and related drawings will serve as an amendment to the budding permit documents origittally submitted for the above referenced project. Please find enclosed two copies of stamped revised construction drawings that include the following sheets: A1, A3, A4, A9. The floor plan required a size reduction as it exceeded the allowable Floor Area Ratio. Drawings A1, A3 & A4 reflect these new exterior dimensions and correspond to area diagrams akeady forwarded to Craig Brov~m for his review. Drawing A3 also reflects lower level interior partition layout modifications that decrease the amount of finished basement area. Drawing A9 is included as the Fredettes modified several windows from double hung style to casement style. The window sizes remain almost identical. The following window units were changed: unit A, unit D, utut F, unit J, unit L Should you have any questions or require any additional information please do not hesitate to contact me. www.ParadoxDesigns.net I I^~.ta4~ ~-Ioa~ Foundation Inspection Date Inspection request received: O O Arrive: am/pm Depart:q y.,-~ am/pm Inspector's Initials: ~ T7~- Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Rd. Queensbury, NY 12804 D~~~ d-'~ NAME: LOCATION: TYPE OF STRUCTURE: i- PERMIT #: ©~ ~~! INSPECT ON: ~Gr- ~~, ~-~ ~ Commgnts Y N N/A ootings i 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 ose on site. Foundation / Wallpour Reinforcement in Place Foating 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 1 for wet areas under slab Baclcfill Approval Plumbing Under Slab PVC /Cast /Copper Foundation Insulation Interior /Exterior R- Rough Grade 6 inch drop within 10 ft. ~~ G ~-- ~ 5 - ~~~~~c~~ L:\Building & Codes Forms\Building & Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ~~~ ~ ~~ Foundation Inspection Report Office No. (518) 761-8256 Date In nest received: ~~ l~ aUU Queensbury Building 8c Code Enforcement Arrive: '~ am/p-m' Depart: ~Pm 742 Bay Rd., Queensbury, NY 12804 lnspec s Initials: ~' ~ ~ PERMIT #: ~~ ~ ~. lt~ NAME: ~l LOCATION: SPECT ON: n ~~ 17 ~ ~ ~ TYPE OF STRUCTURE: ~p~ ~vr ~` ~j(o'~0(oU Co m n ~--'` (~ 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. n site. Foundation / Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 1 for wet areas under slab Baclcfill Approval Plumbing Under Slab PVC /Cast /Copper Foundation Insulation Interior i Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building & Codes Forms\Building & Codes\Inspedion Forms\Foundation Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM ~ /o mo~~ . Foundation Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Rd., Queensbury, NY 12804 Date In request received: Arrive: am/p Depart: IrispeCtOT S t1alS: `n am/pm NAME: PERMIT #: '2 7_~ LOCATION: 'r INSPECT ON: ~ 2 TYPE OF STRUCTURE: Co= C Y N/A Footings Monolithic Slab Reinforcement in Place ~ .. ~ The contractor is responsible for providing protection from freez' g 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 1 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 i~ Codes\Inspection Forms\Foundation Inspection iteport.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r est received: Queensbury Building & Code Enforcement Arrive: 2- ~ m/~Ir~'L„Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's In tials: ~;~= F! NAME: *2~ '~~ LOCATION : ~.2 c ~ ~~ 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 Cieanout eve 100 feet chan 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. 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 erl No duct to e COMMENTS: PERMIT #: ' ~ INSPECT ON : l ~ ~~- o ~L7'~ ~N.I~r... ~~~ L:U"am Whiting~Building 8c CodesUnspection FomisUtough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15, 2005 Rough Plumbing /Insulation Inspection Report Office No. (518} 761-8256 Date Inspection r est received: Queensbury Building & Code Enforcement Arrive: am/p part: am/pm Road ueensbu , NY 12804 Inspect is Initials: ~~~~ 742 Bay , Q rY NAME: ~~ ~~~" ____~ PERMIT # : b ~-2 ~ LOCATION: ~Z~~x ~ INSPECT ON: to a TYPE OF STRUCTURE: Y N N/A Rou h Piumbin Nail Plates Piumbin Vent Vents in Piace ~/z inch minimum Drain Size ashin Machine Drain 2 inch minimum leanout eve 100 feet than a of direction Pressure Test Drain /Vent ('~/,i/~Cs'~ ~ f!''lj Air /Head 5 P.5.I. or 10 ft. 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 erl No duct to e v COMMENTS: L:~Pam Whiting~Building & CodesUnspection FormalRough Plumbing lnaulation Report.revised Nov 17 2003.doc Revised February 1 S, 2005 Foundation Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Rd., Queensbury, NY 12804 Date Inspection request received: Arrive: am/p Depart: Inspector's Initials: am/pm NAME: ~~~f~ ~ r%~ PERMIT #: - LOCATION: l2GG~f -'~ _ ______ INSPECT ON: 1~ 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 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 6 inches above footing 6 mil 1 for wet areas under slab kfill Approval P b g Under Slab VC ast / p r Foundation Insulation terior /Exterior R- Rough Grade 6 inch drop within 10 ft. L:~Building & Codes Forms~Building & Codesunspecdon Fanns`Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection Queensbury Building & Code Enforcement Arrive:~~ 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi NAME: LOCATION: ~~ j~ 1 TYPE OF STRUCTURE: Depart: r~ am/ m ON: -- 1 ~~a~_n~ 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 Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 1 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 l~ c~w- Foundation Inspection Re ort Office No. (518) 761-8256 Date Ins , ~n request received: l C7~~y~7 Queensbury Building & Code Enforcement Arrive: am/ m Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto s Initials: 1""' `~' ~ NAME. i~ ~ e~ LOCATION: TYPE OF STRUCTURE: PERMIT #: ©7 "' ~'`~a INSPECT ON: 7 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. ' s for this se on site. oundatio / 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 1 for wet areas under slab Backfill Approval Plumbing Under Slab PVC /Cast /Copper Foundation Insulation Interior /Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building & Codes Forms\Building & Codes\Inspectlon FoRns\Foundation Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report +~~ ~ ~~ Office No. (518) 761-8256 Date Inspection request received: /VU/6 c~'~7 Queensbury Building & Code Enforcement Arrive: am/pm Depart. J _ _am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ~ ` NAME: 9' ~ -~- PERMIT #: D 7 ' ~ ~ LOCATION: INSPECT ON: TYPE OF STRUCTURE: ~ ~7 ~v, f~ ~''J Coa~menta / 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. Foun ion a pour 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 1 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. ~" ~~~Z-~ L:\Building & Codes Forms\Building & Codes\Inspection Forms\Founda~tlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM s/^// -7 ` !~ "' ~~ ~ ' ~ r- Foundation Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Rd., Queensbury, NY 12804 Date Ins doJ'request received: Arrive: ~ ~lO am/p~~ / ~ Depart: Inspector's Initials: V~l/ am/pm NAME: ~r1'l, IF PERMIT #: ©~ Y~ LOCATION: t' INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Monolithic Slab entin 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 1 for wet areas under slab Backfill Approval Plumbing Under Slab PVC /Cast /Copper Foundation Insulation Interior 1 Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building & Codes Forms\Building & Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 2-~~ G~~P,~~j Foundation Inspection Report Office No. (518) 761-8256 Date In~~ 'o~equest received: Queensbury Building 8c Code Enforcement Arrive• ' / j am/pipi ~ Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: •.!~_ NAME: PERMIT #: ---~~~--' V LOCATION: INSPECT ON: / - TYPE OF STRUCTURE: Commenb 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 ose on site. Foundation / Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation D Foundatio Wa roo Footing Dram t or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 1 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 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date InsJ ection~equest received: ~~ Queensbury Building & Code Enforcement Arrive: C~~ '_ •Z~ am/pm Depart: am/ 742 Bay Road, Queensbury, NY 12804 Inspector s I~mtials. ~ ,~.~' NAME: ~~ ~ i' ~..- ~ "7 ~. LOCATION: ~ ~1 ~`, ~~~-E- Cn (L- i _ TYPE OF STRUCTURE:-~ Y N N/A aming ~ ~X ~- '~ ~ (.~.... 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 Firestopping Penetration sealed 16 inch insulation in cavi min. Garage Fire Separation House side `/2 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 PERMTT #: ~~ ' Z, i-j ~ INSPECT ON: COMMENTS ~i Framing /Firestopping Inspection eport '~ Office No. (518) 761-8256 Date Insp~on request received: Queensbury Building 8 Code Enforcement Arrive: ~ ~ w am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ~~ `~.L NAME: PERMIT #: LOCATI INSPECT ON: ~- TYPE OF STRUCTURE: / ~~~ / Y W/A Framing Attic A 22" x 30" minimum Jack Studs /Headers Bracing /Bridging Joist hangers Jadc 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 a e 8 16D Haas 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 ca ' min. Garage Fire Separation House side'r4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin II Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (V1t) 5.7 sf above /below grade 5.0 sf rade COMMENTS: ,~- ~~-~r L:16uilding & Codes Forms-OIA1Building & CodesVr-spedion Fom~sSFraminy Fire~oppirq Ir~sp9dia~ F28poR.doc Revised Jan~ry 7, 2008 Framing / Firestopping InspeCtlon Report Office No. (518) 761-8256 Date Ins n request received: Queensbury Building & Code Enforcement Arrive: ~ am/ part: 742 Bay Road, Queensbury, NY 12804 Inspect s Initials: NAME: ~ C ~~~~ PERMlT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N Framing 22° x 30° minimum Jadc Studs /Headers Bracing /Bridging Joist hangers Jadc Posts /Main Beams Exterior sheeting nailed properly 12T 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 '/z w 16 a e 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on cen#er Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour re wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cav' min. Garage Fire Separation House side'r4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin II Windows Habitable Space /Bedrooms 24 in. (H) 20 in. ~ 5.7 sf above /below grade 5.0 sf rade COMMENTS: amlpm Z `f 8 J~~~~ ~~~'~C ~~ /N~ I'`~i2~7rv'~5 L:V3uilding 8 Codes Fom~s-OLD1Building 8 CodesVnspedior- Forrr~lFrarr~inp Fi~ppinp Inspection Report.doc Revised January 7, 2006 Rough Plumbing /Insulation Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 Date Inspection request received: _ Arrive: am/pm part: Inspector's Initials: -.~~~= am/pm NAME: R~~~~~ PERMIT #: ~=2 LOCATION: ~ INSPECT ON: ~ z-s' TYPE OF STRUCTURE: Y N /A Rou h Plumbin Nail Plates Plumbin Vent Vents in Place 1 ~/z inch minimum Drain Size Washin Machine Drain 2 inch minimum Cleanout eve 100 feet chap a of direction Pressure Test Drain /Vent Air /Head 5 P.5.I, or 10 ft. 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 erl No duct to e COMMENTS: ~~~ y. s ~",P~ay -v1n~C~ ~~u/v L:~Pam Whiting~Building & CodesUnspection Forn~slRough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15, 2005 ~~~~ /~~S~y Rough Plumbing /Insulation Inspection Report Office No. (518) 761-8256 Date In request received: Queensbury Building ~ Code Enforcement Arrive: ~~~~am/ m ~epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ~~ NAME: G'1-~.. PERMtT #: " 2 r~ . LOCATION: INSPECT ON: -- TYPE OF STRUCTURE: '~ Y N NIA Rou h Plumbi /Nail Plates Plumbin Vent /Vents in Place 1 %2 inch minimum Drain Size Washin Machine Drain 2 inch minimum Cleanout eve 100 feet 1 chap a of direction ressure Test Drain /Vent Air /Head 5 P.S.I. or 10 ft. above h' hest connection for 15 minutes ressure Test Water Supply Piping Air /Head or 15 minutes Insulation Residential Checc /Commercial Check ~Gk imilar Exterior Sealant Pro r Vent, Attic Vent Door /Window Sealed No Insulation Duct /Hot Water Piping insulation If wired unheated s aces ombustion Air Su for Furnace Duct work sealed roe / No duct to e I~c~ ~ (~,~~.~<-~ pyr~<< ~- J COMMENTS: l~~-~~ n~~~L p~,a~eti ~J! ~G'~ Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, nev~,sed January 7, 2008 Rough Plumbing /Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r uest received: Queensbury Building & Code Enforcement Arrive: ~am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:~~~~ NAME: ~~eG~ly~= PERMIT #: ,~ ~ ` ~`~ LOCATION: ~YR~-t -2~ INSPECT 0N: /U ~ 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 Air /Head 50 P,S.I for 15 minutes / U 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 erl No duct to e ~~e~sT~~ COMMENTS: ~df ~~ L:1Pam Whiting~Buitding 8c CodesUnspection FotmslEtough Plumbing insulation Report.revised Nov 17 2003.doc Revised February 15, 2005 ~-~o ~~~s Rough Plumbing /Insulation In~ection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building ~ Code Enforcement Arrive: am/p mart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ~~ NAME: ~ PERMIT #: _ 1~, ~ - L~ LOCATION: / '~ INSPECT ON: T,/~- /~) --pQ TYPE OF STRUCTURE: __-- Y N N/ Rou h Plumbin /Nail Plates Plumbin Vent 1 lace 1 '/z inch minimum Drain Size Washin Machine Drain 2 inch minimum Cleanout eve 100 feet /chap a of direction Pressure Test in /Vent i /Head .S.I. or 10 ft. above h' hest connection for 15 minutes P sure Test ter Supply Piping /Head P.S.I for 15 minutes Insulation J Residential Checc /Commercial Check T ek or Similar Exterior Sealant Pro er Vent, Attic Vent Door /Window Sealed No Insulation Duct I Hot Water Piping Insulation If r wired unheated s aces Combustion Air Su for Furnace Duct work sealed ro ri / No duct e J COMMENTS: I. !1 ~~ ~~ ~~ Rough Plumbing Insulation Report.revised Nov 17 2003, noised February 15, 2005, revised January 7, 2008 ~r/ V / "~ ~ ~ Framin / Firesto in Ins ion Re rt ~~ J PP 9 P~ Po Office No. (51$) 761-8256 Date In ~ request received: Queensbury Building 8~ Code Enforcement Arrive: am/p~rlrG~part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto s Initials: JJ ~~ NAME: ~ PERMIT #: D LOCATION: INSPECT ON: ~_ fD-C~~ TYPE OF STRUCTURE: Y N N/A Framing Attic Access 22" x 30" minimum Jack Studs /Headers Bracing /Bridging Joist hangers Jadc 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 'h w 16 a e 8 16D nails each side Draft stopping 1,000 sq: ft. floor trusses it. or less on center Ice and waters field 24 inches from wall ration 1, 2, 3 hour Fire wa112, 3, 4 hour Firestopping Penetraflon sealed 16 inch insulation in cav' 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. (~M 5.7 sf above /below grade 5.0 sf rade COMMENTS: #~~- i ~ ,fj- L, L:lBuilding ~ Codes Forms-OLD1i3uilding 8 CodesYr~spec#ion Fonr~s~Fnurdrp Fiirp inspection R~eport.doc R®vited January 7, 2006 ~ ~ ~~ `~I© Tom of Q.eeaae6.rg Ffc~e ~t 742 sad Bond .~, rrY 761-8206 / 7i1-8ZAf fu 75.137 Ficton- Bs7t Gaa I~linenlaee /Stave Inspection Raart Ndioe: Lresv Yo~c State r~res tint a8 UL Lasted, facborf bdt ap~liaooes be ~sta^ed aooadi~ to tie idd~dien and specObcatisas ies~ u tie i~oo Ma^al aoosar@ai^yiag tie ~ No deviatieo fioa tie ~ads<atr's or spee~ealioas is a®sw~ed. C ~,~ / P~as~ # ~ SeYedde Iaspedio~ 15~e @^a aayta~e J N ~ ~ ~C'C~ n,._~~ ~~ A~ddasa Boat V F"sal Maaafaabaa+er ~'Ik~' N ' (7 ~-~ ~~~- ~~~~L~ ~t~?/~3da8a~ Dieeat veal ~'actorf Bau~t (",INaney / 1aLe Si®e na.bMe wa8 Triiple waH Imbed Yes 1Vfo N/A I~1oor Protection. Clearances to Cosrbastibla (all silks) Firiestop(s) Vertipl t:iase WaH reaetratiaa Vest Ckannoes to Co®baati6lea Vat / C6i®sey Termination ~7 beo~Ft itt be 3 fat abe~e rosf patios; 2 fed above a~ eodnadies witiua 1®feet G~ ~Ht-OB' Valve Cosrbnstion Air Hearth Eztensiost (i[ asy) Mantd ~~ witness Operation Tank Placement ~d ~ ~-~~- van. -~ ~-~ ~i ~/ Tom of Qoewbor7 Ire Menial 742 Bag Bond Qaeea~iary, NY 1~4 761-SZAS / 761-526 fa= 745.4437 Factory Boat Gas Pirealaee /Stove Issoectios Resort Notioe:lKe~v Yodc State nd~ ti~aat aV iT[, Iced, tactor~ d~ apPliaaoes be moaned aa~or~ to the iartisttioa and u tie Iadafatio~ Maaiaal aooos tie appliaoca No deviatisa t~eis tie ~+aas i~nctioas or ~ d aBsw~. r !~ d Saiedde Ia~peclie~ 'I'9re at pa u7tiae v Name Addan ~°~ ,~r ~~l~.__ ea.~ V I~a1 -- -- • Maa,dsaetaa~er ~ ~v ~ 5 1 N ~ • Mold # C 7 ~ `'r' -~ ~/ '~- ~ "~ o ~iP - ~(~ ~ s~4 Drat Vent 1?'aabor7 ea'1t C~.ey F1.e Saoe node Wet Triple wan Lndaled Floor Protection Glearasces to Co®bastibles (all sides) Fir+eattop(s) Veatical Clore Wall ilbadndie~ Vest (aairasees to Co®bestibles Vesrt / C6imsey Tarotioatioa ~t ~e 3 tat more root pesxhatioo; 2 feet abore a~ cead~sat~le coindsdiea witlru 1®fat Gas Shat-Off Valve Cosabsstios Air Hearth ~'zteasiou (if asy) Mastd ~tip~ Witsess Operatics Task Placesaeat fd [~ ~-B•s+de ~rt Yes 11Vfo I N/A ~Nt ~ .3~~ ~-1 V'~ ~~ , r~-r~~ ~~- to ~~ Framing /Firestopping Ins ion Report Office No. (518) 761-8256 Date Ins request r~epceei~ved: Queensbury Building & Code Enforcement Arrive: am/~~- `~~, sift: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect s Initials: NAME: ~ PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing Attic Access 22" x 30" minimum Jadc Studs /Headers Braang /Bridging Joist hangers Jadc 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 Notd~es Top Plate 1 '/x w 16 a e 8 16D Wads each side Draft stopping 1,000 sq. ft. floor trusses r s ft. or less on cerrter Ice and waters "eld 24 inches from waN ' 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping ,/~ Penetration sealed 16 inch insulation in cav' min. Garage Fire Separation House side h inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin /watt Windows Habitable Space /Bedrooms 24 in. (H) 20 in. ~ 5.7 sf above /below grade 5.0 sf rode COMMENTS: ~~~~~~~ ~d i ~~~~~ L:~Building 8 Codes Farms-oLOlBuildins 8 CodesUnspedion Fom~s\Fnmang Firostoppiny I~pec~lon Repo~t.doc Revised January 7, 2008 3 ~~-,~, Rough Plumbing /Insulation In~peion Report Office No. (518) 761-8256 Queensbury Building ~ Code Enforcement 742 Bay Road, Queensbury, NY 12804 Date Ins a request received: Arrive: am/p Qegart: am/pm Insp is itials: _~~_ NAME: PERMIT #: ~G~ .- LOCATIO INSPECT ON: ~/ -2a~~~~ TYPE OF STRUCTURE: l Y N/A Rou h Plu /Nail Plates umbin Vent /Vents in Place 1 '/ 'nch minimum Drain Size hin Machine Drain 2 inch minimum eanout eve 100 feet /chap a of direction ressure Test Drain /Vent Air /Head 5 P.S.I. or 10 ft. above h' hest connection for 15 minutes ure Test ter Supply Piping Air Head P.S:I for 15 minutes Insulation /Residential Checc /Commercial Check T ek or Similar Exterior Sealant Pro r Vent, Attic Vent Door / Window Sealed No Insulation Duct /Hot Water Piping Insulation If wired unheated s aces bustion Air Su for Furnace uct work sealed ro erl /.No duct to C MMENTS: ~7/uC. ~~~LC~ C~ ~~~~~E~ ~S Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 Framin I Firestopping Inspection R port ~ ' ~ g Office No. (518) 761-8256 Date In 'o oast received: Queensbury Building ~ Code Enforcement Arrive: ~ am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspe is itials:~;. NAME: PERMIT #: `-~ LOCATION: INSPECT ON: ~l ~ ~c~, TYPE OF STRUCTURE: Y N NIA Framing Attic Access 22° x 30° minimum Jadc Studs /Headers Bracing /bridging Joist hangers Jadc 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 Notd~es Top Plate 1 %z w 16 a e 8 16D nails each side Draft sto 'ng 1,000 sq. ft. floor trusses 6 or less on center Ice and waters eld 24 inches from wall on 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration seated 16 inch insulation in cav' min. Garage Fire Separation House side'/Z inch or 5/8 inch Type X Garage side 518 inch Type X Ceilin II Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (VV) 5.7 sf above /below grade 5.0 sf grade COMMENTS: L:1i3uilding 8 Codes Fortes-OLDH3uilding & CodesYnspectioo Fortns~Frarninp Fi~opping inspection Repoli-doc R®vi~sd January 7, 2008 l-~ /~~ Rough Plumbing /Insulation Inspecti n Report Office No. (518) 761-8256 Queensbury Building ~ Code Enforcement 742 Bay Road, Queensbury, NY 12804 Date Inspection request received: Arrive: am/ art: am/pm Inspector's Initials: NAME: ~ LOCATION: ~~' TYPE OF STRUCTURE: PERMIT #: INSPECT ON: r-- Y N NIA Rou h Plumbin /Nail Plates Plumbin Vent /Vents in Place 1 '~ 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 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping Air / d .S.I o 15 minutes Insulation / esidential Check /Commercial Check T imilar Exterior Sealant Pro r Vent, Aitic Vent Door /Window Sealed No Insulation Duct /Hot Water Piping Insulation If r uired unheated s aces Combustion Air Su for Furnace Duct work sealed ro erl / No duct to COMMENTS: ~~~~, ~~ ~ P~ Rough Plumbing Insulation Report.nevised Nov 17 2003, te~-ised February 15, 2005, revised January 7, 2008 ! ~ ~ ~d ~ r ci'~ Framing /Firestopping Inspection Report c Office No. (518) 761-8256 Date Inspecti~ request received: Queensbury Building 8 Code Enforcement Anive:'~~,am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:~~- NAME: PERMIT #: LOCATION: INSPECT ON: - ~- TYPE OF STRUCTURE: Y N WA Framing Attic Access 22" x 30" minimum Jack Studs /Headers Bracing f Bridging Joist hangers Jade Posts /Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairvu~ells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 a e 8 16D nails seen 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 F' 3, our Firestopping led 16 inch insulation in ca ' min. Garage Fire Separation House side'r4 inch or 5I$ inch Type X Garage side 5/8 inch Type X Ceilin II Windows Habitable Space i Bedrooms 24 in. (H) 20 in. ~ 5.7 sf above /below grade 5.0 s# reds COMMENTS: /Uo ~ ~~ ~ L:16uilding 8 Codes Forms-OLD1Building 8 Codesllnspection FortnslFraminQ Firgs~oppirq Ir~spedion Report.doc Revised January 7, 2008 ~~ 1 ~~ Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ~ Z ~ U g Queensbury Building & Code Enforcement Arrive: am/pm Depa~~ pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: /1~ NAME: ~'2'.e /~-t~--- PERMIT #: O ' 2 1'~ _ LOCATION: INSPECT ON: Z TYPE OF STRUCTURE. Comments Y N N/A ootings 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 1 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. Qom-- ~~ ~-5~ -~ L:\Building & Codes Forms\Building & Codes\Inspecdon Forms\Foundatlon Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: L.~_ / • NAME: PERMIT #: ~./ LOCATION: "~ : ~-~ INSPECT ON: ~ • TYPE OF STRUCTURE: Comment C 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 o nc aterials for thi on site. F undation / Wallpour ace 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 1 for wet areas under slab Baclcfill Approval Plumbing Under Slab PVC /Cast /Copper Foundation Insulation Interior /Exterior R- Rough Grade 6 inch drop within 10 ft. F-*~~~ ` l L:\Bullding & Codes Forms\Building & Codes\Inspectlon Forms\Foundation InspecF~on Report.doc Last printed 12/20/2005 9:24:00 AM ~- (o F•~j Septic Inspection Report Office No. (518) 761-8256 Date Ins coon Queensbury Building & Code Enforcement Arrive: 742 Bay Rd., Queensbury, NY 1 804 Inspector's Initr NAME: LOCATION: - ~ RECHECK: rt NO.. -- ~~ ON: - - Soil T :Sand Loam Cla T of Water: Munici al Weli Water Waterline se ration distance ft. Well separation distance Other wells: ft. ft. Well Casin Len th 50' + - Y N N A Comments and/or diagram i`G ~~r~ Absor tion Field: Total len th ft. Len th of each trench ft. De th of trenches ft. Size of Stone See a Pits: Number Size: x Stone Size: Pi in Size T e Buildin to tank ~'' Tank to Distribution Box Distribution Box to Field Pit 0 nin Sealed: Y N End Ca Y N Inle Outlet Pi s & Baffles Y N '_~- Y t.,q~c~1 E~ of T ~ ~.~ b~- w~~~ C,~Ec-~- ~~F~F~ES ~- c~ +~~~ e~ ~~5~~ Location Se rations Foundation to tank ft. Foundation to absor tion ft. Se ration of Pits ft. Conforms as r Piot Plan. Y N En ineer Re rt and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear Approved 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 ~- a T~~ Septic Inspection Report Office No. (518) 761-8256 Date Ins Queensbury Building & Code Enforcement Arrive: 742 Bay Rd., Queensbury, NY 12 04 Inspector's NAME: LOCATION: RECHECK: Soil T o la T of Water: Munici a e Wate Waterline se aration distance ft. Weil separation distance Other wells: J OO-t' ft. ft. Well Casin Len th 50' + - Y N N A Absor tion Field: Total len th ft. Len th of each trench ft. De th of trenches Z ft. Size of Stone See a Pits: Number q Size: x Stone Size: Pi in Size T e Buildin to tank " Tank to Distribution Box --) ~~ ppy -- Distribution Box to Field Pit '~ T 0 nin Sealed: N End Ca N tciJp IAC~E Inle Outlet Pi s & Baffles Y N Location Se rations Foundation to tank ft: ~' Foundation to absor tion ft.+ Se ration of Pits ft. Conforms as r Plot Plan. N En ineer Re rt and As-Built Y Location of System on Property: ~~ ,.~---Front R~ Left Side b~0E- System Use Status: ---~pproved Partial Approve Disapproved .. r part: _ e a NO.. f • ON: Comments and/or diagram ~' al~~i ~5~ov~~~ ~~JD t--t~~.D ~' b~R '.~' T CIF. ~J EES~ ~-1 ~- ~i' 1 ErJ~~ ~ EERY REPos~' ~ ~-~j-LT ~~. Ri ht Side Middle Front Middle Rear ©~ ~ o C~AC;~,'Ft ~~ a Ldst revised 06/18/07 L:\Building & Codes Forms-OLD\Building & Codes\Inspecction Forms\Septic Inspection Report.doC Queensbury Building & Code Enforcement -Residential Final Inspection Office No. (518) 761-8256 Arrive:. '' ~ ~[ apart: am/pm Date Inspection requgst receive : ~~ ~~ Inspect is Initials:~~'v- . r.. NAME: LOCAT{ON: TYPE OF STRUCTURE: ~..,- - N A 4" Buildi Number Address visible from road Chimne Hei ht ! "8" VentlDirect Vent Location Fresh Air Intake 3 inch Plumbin Vent throw h roof minimum 6 inches Roof Com late /Exterior Finish Com ate Platform at all exterior doors Handrail 4 or more risers Guards at stairs decks atios more than 30 inches above rode Guard at stairwell at 34 inches or more Guard at deck, rches 36 inches or more Handrail Termination at Newell Post or Watl Interior/Exterior Railin s 34 inches to 38 inches Deck Bradn / Handica d Ram Com liant Grade awe from foundation 6 inches with 10 feet 6 inch clearance to sill late Gas Valve shut-off ex sad / re ulator 18 inches above rode Interior riv /trim /doors /main entrance 36 inches Bathroom !Kitchen waterti ht Safe lazin /Window in stairwells safe {azin Interior Smoke Detectors I Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Bette backu Attic access 30 inches x 22 inches x 30 ir:ches hei ht in acx:essible area Crawl S aces 18 inch x 24 inch access 1 . ft.-150 s . ft. vents Bathroom Fans, ff no window Plumbin fixtures Foundation insulation /Insulation Certification Floor truss draft st i finished basement 1,000 s . ft. Eme en ress below reds - Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater o ratin Low water shut-off boiler Relief Valves installed / Heat Tra /Water Tem 110 Enclosed Stairs Sheetrodk Underside minimum'/S" G sum Basement stairs dosed rise > 4 inches Gera a Floor Pitched Gars a fire roofin /'/. hour fire door / door closer Duct work Sealed ro rl Gas sin Sealed or as Encosure Final Electrical Finai Surve Plot Plan Arc fault Breaker in Bedroom Flex Gas Pi Bondin As Built S is S stem /Sewer De t. Ins coon Sticker Site Plan /Variance re wired Flood Plain Certification, if re wired Okav to issue C / C or C I O (Temporary /Permanent ` ('"' l Cl ~, ~v`/~ ~»i ST~'Yd PERMIT #: ~~7 (1. DATE: T Comments: ~1 ~~~~. t"I ~'Z~7 ~l~ • ~V~~-- ~ ~ ~~ \ 5 i /~rcc.. ~7~ ~u F7 ~..~;~ ~' C~ ~lvl~~~.~ ~ U~2v G~~ ~Ratf ~~ ~ ~k5 - ~~ c:~ L:1Building & Codes Formsl6uilding & Codes\Inspedion Forms\Residential Final Inspection Form revised 100405.doc; Revised January 7, 2008; Revised 6/26/08 Septic Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Rd., Queensbury, NY 12804 NAME: LOCATION: RECHECK: Date Inspection request received: . Arrive: am/p rt: Inspector's Initials: ~1'~'ti'' ~'~f ~ kO am/pm PERMIT NO.: ~ ~~ Z'/ v INSPECT ON: Soil T :Sand Loam Cla T of Water: Munici I Well Water Waterline se aration distance ft. Well separation distance Other wells: ft. ft. Well Casin Len th 50' + - Y N N A Absor tion Field: Total len th ft. Len th of each trench ft. De th of trenches ft. Size of Stone See a Pits: Number Size: x Stone Size: Pi in Size T Buildin to tank Tank to Distribution Box Distribution Box to Field Pit O nin Sealed: Y N End Ca Y N Inle Outlet Pi s & Baffles Y N Location Se rations Foundation to tank ft. Foundation to absor tion ft. Se ration ft. Conforms as r of P N En ineer Re rt an As- uil Y N ~~ Location of System on Property: Comments and/or diagram ~g-~r~~~f ~~ ~~~~ Front Rear ;- Left Side Right Side Middle Front Middle Rear s'" system Use St Approved Partial Approved and needs to be re-inspected, please call the Building & Codes Office Disapproved Last revised 06/18/07 L:\Buiiding & Codes Forms-OLD\Building & Codes\Inspection Forms\Septlc Inspection Report.doc 2 ~`~ & Code Enforcement -Residential Final Inspection Queensbury Bullding " am/p e art: ______-- am/pm Arrive: ` Office No. (518) 761-8256 Inspector s I als: ~ ~~ 2 Date Inspection request received: PENT #: ~L--~ G~-~G-' DATE: y NAME: 2L `~ ------- LOCATION: CO_, m,_,._ mss ~: TYPE OF STRUCTURE: //1 ~ Yes No NIA ,O/JLr~ l~'j~ Number /Address visible from road . ve•.,r,r / "R" Vent/Direct Vent Location Fresh irA Intake 3 inch Plumbin Vent throw 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 Guard at stairwell at 34 inches or more Guard at deck, orches 36 inches or more Handrail Termination at Newell Post or Wall _m._..e.;,.r RailinQS 34 inches to 38 inches Inters ro Handrails ~ st Trade away from fours 6 inch clearance to sill 2 or more risers ,n 6 inches with 10 feet inches above Gas Valve shut-off expos.,... _-o- Interior rivac /trim /doors /main entrance 36 inches Bathroom /Kitchen waterti ht Safe Pzin /Window in stairwells safet lzin Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom are Batte backu Inter Connected: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches hei ht 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 stopping finished basement 1,000 sq. 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 operating Low water shut-off boiler _Relief Valve(s) installed /Heat Trap/ Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/~ Gypsum Basement stairs closed rise > 4 inches Gara a Floor Pitched Garage fireproofing /'/4 hour fire door /door closer Duct work Sealed properly _- Gas Lo sin Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan _As Built Septic System /Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okav to issue C / C or C / O [Temporary /Permanent ] >N pN ~' ~~ A/~'~,~ ~i ~lA'~. ~v,e-~ G~ JV r gL,r~ r' ~~,f ~;~~ L:~Building & Codes Forms~Building & Codes~Inspection Forms~Residential Final Inspection Form_revised_100405.doc Hutchins Engineering 169 Haviland Road Queensbury, NY 12804 Phone: (518) 745-0307 Fax' (518) 745-030 February 18, 2009 Town of Queensbury Buildings Department 742 Bay Road Queensbury, NY 12804 P7' aYrJ Reference: Crescent Place, LLC (Fredette) 69 Birch Road, Tax Map # 289.12-1-55&56 Wastewater System & Stormwater Management Installation This office has inspected the installation of the wastewater system and stormwater management devices at the referenced project. The wastewater system consists of a 1500 gallon precast concrete septic tank and a 20'x 32' standard crushed stone absorption bed. These systems have been installed in general accordance with our plans. Attached is a record drawing indicating actual locations. Should you have any questions, please contact this office. Regard Lucas W. Dobie, EIT Enclosures Cc. Dennis Fredette ...::: ~. ~' 2~U~ wcas vv. uooie, tIT LWDobie~hutchinsengineering.com Queensbury Building & Code Enforcement -Residential Office No. (518) 761-8256 Arrive: ~ a Date Inspection request received: Inspector's Initials: NAME _~f~'~x~~ Lc-~ l/e~e~v rNCa~ AE LOCATION: TYPE OF STRUCTURE: / 4" Buildin Number Address visible from road Chimne Hei ht ! "B" Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin Vent thro h roof minimum B inches Roof Co late /Exterior Finish Com ate Platfomt at all exterior doors Handrail 4 or more risers Guards at stain decks ios more than 30 inches above recta Guard at atairvrell at 34 ind~res or more Guard at deck, rches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railin s 34 inches to 38 inches Deck Bradn / Handica Ram Com tiant Grade awe from foundation 6 inches with 10 feet B inch clearance to sill fate Gas Valve shut-off ex sad / re ulator 18 inches above reds Interior riv /trim /doors !main entrance 38 inches Bathroorrt / tCitchen waterti ht Saf lazin / Window in stairwells safe lzin Interior Smoke Detectors /Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batts badku Attic ack:ess 30 inches x 22 inches x 30 inches hei ht in accessible area Crawl S ces 18 inch x 24 inch access 1 . ft.-150 . ft. vents Bathroom Fans if no window Ptumbin fixtures Foundation insulation /Insulation Certification Floor truss, draft sto in finished basement 1,000 . ft. E en ress below reds Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater o ratin Low water shut-off boiler Relief Valves installed /Heat Tra Water Tem 110 Enclosed Stairs Sheetrock Underside minimum'r4" G sum Basement stairs dosed rise > 4 inches Gars a Floor Pitched Gera a fire rnofin /'/. hour fire door /door closer Duct work Sealed ro rl Gas L sin Sealed or Glass Enclosure final Electrical Final Surve Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pi Bondin As Built Se is S stem !Sewer De t. Ins ion Sticker Site Plan /Variance wired Flood Plain Certification, if r wired Oka to issue C / C or C 1 O Tem ore /Permanent inall action ~,,,. rt: ~,~ a .#. ®~'' Comments: ~~~Jr}~~~ ~~~ /lf ~~~~ ~r~/c.Y~~ L:16uilding & Codes Forms~Building & Codesllnspedion FormslResidential Final Inspection Forrn_revised_100405.doc; Revised January 7, 2008; Revised 6/26/08 Queensbury Building & Code Enforcement -Residential Final Inspection Office No. (518) 761-8256 Arrive:: ~ m/pm~ spa am/pm Date Inspection request received: 1 Ps Initials: ~ NAME: PERMIT #: LOCATION: DATE: TYPE OF STRUCTURE: Comments: r ~ lv/A 4' Buildin Number Address visible from road Chimne Hei ht J "B" VenUDirect Vent Location Fresh Air Intake 3 indt Plumbin Vent throw h roof minimum 6 inches Roof Com fete / Exterior Finish Com late Platform at all exterior doors Handrail 4 or more risers _ Guards at stairs decks atios more than 30 inches above reds Guard at stairwell at 34 inches or more Guard at deck, rches 36 inches or more Handrail Termination at Newell Post or Wall tnterior/Extertor Raitin s 34 inches to 38 inches Deck Bradn / Handica d Ram Com liant Grade awe from foundation 6 inches with 10 feet 6 inch dearance to sill late Gas Valve shut-off ex sect / re ulator 18 inches above reds Interior rive /trim /doors /main entrance 36 inches Bathroom /Kitchen waterti ht Saf lazin / Window in stairwells safe lazin Interior Smoke Detectors /Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Bette badku Attic access 30 ind~es x 22 inches x 30 inches hei ht in akx:essible area Crawl S aces 18 inch x 24 inch access 1 . ft.-150 . ft. vents Bathroom Fans ff no window Plumbi fixtures Foundation insulation /Insulation Certfication Floor truss, draft sto i finished basement 1,000 . ft. Eme en rasa below reds Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-ofF at entrance to furnace area Fumace/Hot Water Heater o ratio Low water shut-off boiler Relief Valves installed /Heat Tra /Water Tem 110 Endosed Stairs Sheetrodk Underside minimum'r4" G sum Basement stairs dosed rise > 4 inches Gera a Floor Pitched Gars a fire roofin /'/. hour fire door 1 door doser Duct work Sealed ro rl Gas L sin Sealed or Glass Enclosure Final Electrical Final Surve Plot Pfan Arc fault Breaker in Bedrooms Flex Gas Pi Bondin As Built S is S stem /Sewer De t. ins ion Sticker Site Plan / Variance re uired Flood Plain Certification if re uired Oka to issue C ! C or C ! O Tem ors /Permanent ~Iz c Il ~ee Norn, Soy -sue ~~ ~ ~ssv~ CrD ~ L:1Building & Codes FormslBuilding & Codes\Inspedion Forms\Residential Final Inspection Forrn_revised_100405.doc; Revised January 7, 2008; Revised 6/26/08 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, Ivy 12804 Date received: ``~' ,- NAME: LOCATION: PERMIT #: Final Survey plot Plan The attached final survey has been received by the Dept. of ~O Community Development. Upon review the survey has been ~~~ Craig rown, Zoning Administrator Notes: L:1SueHemingway~Building.Codes.Inspection.FORMS~Final Survey Zoning Administrator.doc o~ 2=ic~ Permit Number ~1~~- REScheck Com hence Certificate l~ ~ Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\Fredette.rck PROJECT TITLE: Fredette Residence COUNTY: Warren STATE: New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0.16 DATE: 05/05/07 DATE OF PLANS: May 1, 2007 PROJECT DESCRIPTION: Single family residence DESIGNER/CONTRACTOR: Paradox Design Architects PO Box 255 Honeoye Falls, NY 14472 518-583-0027 COMPLIANCE: Passes Maximum UA = 755 Your Home UA = 620 17.9% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: Solid Basement Wall 1: Solid Concrete or Masonry Wall height: 8.5' Depth below grade: 7.5' Insulation depth: 8.5' Basement Wall 2: Solid Concrete or Masonry Gross Glazing Area or Cavity Cont. or Door ,8-1~lldg SZ:F;~s~sr ~ZA 2169 38.0 0.0 65 591 30.0 0.0 20 3892 21.0 0.0 184 489 0.390 191 148 0.400 59 21 0.410 9 714 13.0 0.0 41 546 13.0 0.0 32 Wall height: 7.0' Depth below grade: 6.5' Insulation depth: 7.0' Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 576 30.0 0.0 19 Furnace 1: Forced Hot Air, 92 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that. to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer~J~~~G',o ~~--~~ ~ (Q~ /~'~}(. ~~ Date v REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.6 Release 1 DATE: 05/05/07 PROJECT TITLE: Fredette Residence Bldg. Dept. Use ~ Ceilings: ~ 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation ~ Comments: ~ 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation ~ Comments: Above-Grade Walls: ~ 1. Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation ~ Comments: I ~ Basement Walls: ~ 1. Basement Wall 1: Solid Concrete or Masonry, 8.5' ht/7.5' bg/8.5' insul, ~ R-13.0 cavity insulation ~ Comments: ~ 2. Basement Wa112: Solid Concrete or Masonry, 7.0' ht/6.5' bg/7.0' insul, ~ R-13.0 cavity insulation Comments: I 4 Windows: L Window l: Wood Frame:Double Pane with Low-E, U-factor: 0.390 ~ For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ]Yes [ ] No ~ Comments: ~ Doors: ~ 1. Door 1: Glass, U-factor: 0.400 ~ Comments: ~ 2. Door 2: Solid, U-factor: 0.410 ~ Comments: ~ Floors: ~ 1. Floor 1: All-Wood JoistlTruss:Over Unconditioned Space, R-30.0 cavity insulation ~ Comments: ~ Heating and Cooling Equipment: [ ] ~ 1. Furnace 1: Forced Hot Air, 92 AFUE or higher ~ Make and Model Number [ ] ~ 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher ~ Make and Model Number . i ~ Air Leakage: [ ] ~ Joints, penetrations, and all other such openings in the building envelope that aze sources of air ~ leakage must be sealed. [ ] ~ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly ~ with a 0.5" clearance from .combustible materials. If non-IC rated, the fixture must be installed with a ~ 3" clearance from insulation. I ~ Vapor Retarder: [ ] ( Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. ~ Materials Identification: [ ] ~ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] ~ Materials and equipment must be identified so that compliance can be determined. [ ] ~ Manufacturer manuals for all installed heating and cooling equipment and service water heating ~ equipment must be provided. [ ] ~ Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on ~ the building plans or specifications. I ~ Duct Insulation: [ ] ~ Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] ~ Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] ( Supply ducts in unconditioned spaces must be insulated to R-11. [ ] ( Return ducts in unconditioned spaces (except basements) must be insulated to R- [ ] ~ Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. ~ Insulation is not required on return ducts in basements. ~ Duct Construction: [ ] ~ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), ~ mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. ~ Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] ~ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. ~ Electric Systems: [ ] ~ Separate electric meters aze required for each dwelling unit. I ~ Fireplaces: [ ] ~ Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] ~ Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction ~ provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code , as applicable. ~ Service Water Heating: [ ] ( Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the ~ water heater has an integral heat trap or is part of a circulating system. [ ] ~ Insulate circulating hot water pipes to the levels in Table 1. ~ Circulating Hot Water Systems: [ ) ~ Insulate circulating hot water pipes to the levels in Table 1. I ~ Swimming Pools: [ ] ~ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I ~ Heating and Cooling Piping Insulation: [ ] ~ I-NAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. insulation Thickness in inche by P• a ', Heated Water Non-Ciroulat'nS R mn„tc 'r ,la 'n~ M ins and R mc,utc Temperature (Fl U to 0 1„ ~1 0 1 1.5" to 2.0" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. ins,~lation Thickness in Inche by Pip '~ c pi1?~g ~. s ~ Ti:p~ $~ge f Fl 2" Runouts I" and Less 1.25" to 2" " Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only)