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2007-276
TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development -Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070276 Application Number. A20070276 Tax Map No: 523400-308-006-0001-001-000-0000 Permission is herebygranted to: DAVID & GINETTE MINER For property located at: 596 LUZERNE 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. Owner Address: DAVID & GINETTE MINER 596 LUZERNE Rd QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Plans & Specifications 2007-276 sq ft single family dwelling with 1 fireplace Type of Construction Fireplace Single Family Dwelling Total Value Value $240,000.00 $240,000.00 Electrical Inspection Agency $295.20 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, June 07, 2008 (If a longerperiod 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 Que bu ~'I'b ~ d e 07, 2007 SIGNED BY r"~ for the Town of Queensbury. Director of Building & Code Enforcement 00 O >+ O ~ v N ~~ ~ ~ as w `~ w °' ~, a .~ U ~ ot~~~ ~O ~ ~ ~ ~ ~. ~ ~ ~~ ~ ~ N '~ N b ~ O r~ ~ ~ a ~ o~ U ~. ~ ~ .. ~., v) ~ ~ z Z 0 W ~ ~ ~ ~ ~ •• ~ +r ~ >, O ~ ~ '~ ~ ~ O ~ Ar ~ (T , ,a ~ ,~ O p4 C1; :~ ~ 4 ~ o ~ c ° ~ ~ z° ~ ~ g' ( 1 ~ 'C o ~ EW-~ ~ f~ v N a~ ~ o ~ F" O t~" ~ y ~. D O ~ o ~ u ~. y a O ^ ~ N ~ W o ~ ~ ~ ~~° cQ ~ ~ Q ~~ ~ ~ o A ,~ -~s ~ is ~ b M ~ ~ ~ y ~ o W O G +,,y~bD ~ ~ ~ ~ ~ ~ .~ ~.~ ~ ~ ~~~ ^, .., v, o U ~~ ~ ~' G, ~ ~ Q zj o ~ o Z ~ ~ o ~ ~; ~ .~ ~ w ~ o ~ a~ a F"'' ~ H Li. v~ y ~ ~ .~ a ~ a. /... - .... r . ..... . ... . . . ..... . ...... . .. . .... . OFFICE USE ONLY ------~ r...'........•.-•..., . -~- ~ , , , TAX MAP NO. ~~~~ ~ , w. PERMIT NO.~ ~ ' K A. - ~~L:J ; ~ r , ;FEES: PERMIT~~RECREATION ~ ~ ' ' ^~ ENGINEERING ~' ' ' (Ifappti~able) ; fOVvrv`~, ~~ , ..............................- , v~~ -~aURr PRINCIPAL STRLICT~ITRE: $~~~-~ arvr~-cu~~' APPLICATION FOR ZONING APPROVAL ~ BUILDING P ERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNFNG CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE IS CE OF A VALID PERMIT FOR CONSTRUC APPLICANT/BUILDER: 1 ~ 1 b OWNER: ~ 1 ADDRESS: ~.~Co Lti3Z(~-LI~ ~ (~ PHONE NOS. .3_~ i S4a _$'76(x, ADDRESS: _ ~p,,,,.~,~ PHONE NQS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: PHONE: ~ ~(~ LQCATION OF PROPERTY: SUBDIVISION NAME: CHECK ALL APPLY TO Y PRODECT SINGLE FAMII TWO-FAMILY MULTI-FAMILI (NO. of UNIT'S TOWNHOUSE BUSINESS OF RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3 OTHER PLEASE I NDICATE MEA SUREMENTS AS REQUIR ED BELOW: THAT Z 'OUR ~ O -_ ~ ~ ~ C'J ~ w ri ~ ~ ~ w ~ $ ~ LL~ O ~~ w ~ ¢ ~ a=v p C7 2 d ~ ~ ~v) ~cvc~ Q ~ O~i a= .Y la Oto ~~~ --- oz~ .~a` ~o ` _~ h `` P FILE IF COMMERCIAL OR INDUSTRIAL -NAM OF BUSINESS: ESTIMATED NSTRUCTION COST• ~ ~~o ~ - FUEL TYPI`:_ Nor (-~~ HEAT TYPE: W MANY FIREPI AC~(S);_AND / OR WOODSTOVES(S): ZONING CATEGORY: - ARE THERE WETiANDS CYN THIS SITE? _ .~ IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: *Please complete a separate Application for "Fuel Burning Appliances & Chimneys" available in our office B 3-LOL 11-05 Town of Queen bury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Ir r.~rrr rrrrr-_--rrrrr ' j OFFICE USE ONLY-'- ---...- ---- r,,, X MAP NO. -~ PERMIT N0. " PERMIT FEE ~ ~~~~~~~~ ,~ ~ APPROVALS: ZONING ~ ~ ~ ~,~.}, 4 , R~~,l~ TOWN CLERK ~' ..-r_r---.-_..-.._-_-- APPLICATIONFOR SEP '_---~~~~ ______-....-......r...___~ ;.T ~ulttnlv~~t~Ve~pE- TIC DISPOSAL SYSTEM PEIZMITI PERM A PERMIT M ST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISS CE OF A VALID OWNER: ~ ~ N ~, INSTALLER: I P-~.. ~ .~ ~ ~S ADDRESS: ~fn ~y~,~ i\ f ADDRESS 1~7_G bA IP_ Pn PHONE NOS. 7~I 3 LOCATION OF INSTALLATION: YEAR BUILT -1980 or older ,1981 present 1992 PHONE X """"""'° .............................~~ RESIDENCE INFORMATION: COMPUTATIONS z TOTAL DAILY FLOW i ,X•• ..~.1b0.gallon~per~bedroom... : ......................................_.............................~ GARBAGE QRINDE~1 / X... .....1 ~ .allon ........................ ..~...._ ...~............................................-........................l INSTALLED? _-.~~ 9 per bedroom X 110 gallon per bedroom i : PARCEL INFORMATION: SPA OR HOT TUB INSTALLED? ._,~ / TOPOGRAPHY: FLAT ROLLING~STEEP SLOPE %SLOPE / SOIL NATURE; SAND LOAM CLAY OTHER / GF~OUNDWATER: AT WHAT DEPTH? I ~ - WHAT DEPTH? _ ? BEDROCK/IMPERVIOU MAT Rloi • AT / DOMESTIC WATERS PLY: MUNICIPAL V WELL (IF WELL: WATER SUPPLY FROM NY SEPT ~ -SYSTEM ABSORPTION IS ~~ FT ~ / PERCOt.ATION TEST: RATE IS ~'"' 3 I ~~ 5 COMPLETED BY A LICENSED PROFESSIONAL ENGINEEIR OR ARCHITE H (TEST TQ BE CT) 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: ~O GALLON (MIN. SIZE IS 1,000 GAL.) TIL FI D: EACH TREJVCH ,~,_FT, / TOTAL SYSTEM LENGTH: _~-, SEEPAGE PIT(S): HOW MANY? / SIZE OF EACH ~ FT. X /~ FY, / SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS F7; / BED SYSTEM SIZE: X / ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE °~ / HOLDING TANK SYSTEM: (if required) O. OF.TANKS: ~ /SIZE OF EACH LI / GALLONS. ?OTAL CAPACITY.• GAL. { •14.1.1•{•V1.14.VIN.14•y1.1.14444444.1N•1•VI.1.1•i.Vl•I.14.I•IN.I.VI•I.V1.1•{•1•V{4.144.14.14.14.1.1.1.1.1.1.1.{.1.1.1.{.14.1•{N4•{.1.1•{•{.1444.V{.144y.V1.1.14•i~1.1.{.{.{.V{•144444.1.1.{.1.{v.1.1.{•VI.1•t.{.{4y.1.{4.1•{•{4•{.{.{4y.1•I•{.{.1 NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOW t! APPROVED ELECTRICAL INSPECTION AGENCY PLEASE REVIEW LIST PROVIDED. N I .I.{.,.1.1.1.1.1.1.14.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.{•1•{.1.{.,.1.1.,.,.14.,.{.I.1.1•1.1.V1•i• 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; 1 have read the regulations with respect to this application and agree t ide by these and all requirements of the Town of Qu sbu ry Sewage Disposal Ordinance. / a ~~/Ir ~ Signature of Person Responsible a e QUESTIONS ? CALL 781-8258 OR EMAtL codes~aueensburv nat VISIT OUR WEBSITE FOR MORE INFORMATION WWW.QLIAAn~bUl'V hey ~~ Town of Queensbury • Community Development Office ~ 742 Bay Road, Queensbury, IVY 12804 o~-z~ Marilyn Ryba, Executive Director • David Hatin, Director of Building & Codes Craig Brown, Zoning Administrator • Michael J. Palmer, Fire Marshal ~ ~ Y ~ / ~ APPLICATION FOR FUEL BII.RNING APPLIANCE ~ CHIMNEYS Application is hereby made to the Building 8, Codes Office for the issuance of a Building 8, Use Permit pursuant to the New York State fire Prevention 8, Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to pertorm required inspections. OWNER: ADDRESS: Community Development Office .Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 INSTALLER/BUILDER: - ~'-" """' ADDRESS: PHONE NOS. PHONE NOS. LOCATION OF PROPERTY: SUBDIVISION NAME: --~ LOCATION OF PROPOSED CONSTRUCTION AND/OR INST N: /L. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE~~_ /l.1iw .G /)~~ -- - 1~ ~i '~' ~+~ ~~aQ~ c~L '~ ~ ~~;~ STOVE ';. .,.. ~ _. _ FIREPLACE INSERT FIREPLACE, FACTORY BUILT* FIREPLACE, MASONRY FURNACE (GARAGE ONLY] *IF FACTORY BUILT, PLEASE PROVIDE: MANUFACTURER NAME: _~~/~ MODEL NO.~~ LISTED BY: NUMBER: < QUESTIONS ? !~° ~~ . ~ "~" ~ CALL 761-8205 or 761.8206 ~` fi ' , -. _ OR EMAIL: MASONRY** CHECK oNe / ~ firemarshalfa~aueensburv net t ,~ .. FLUE CHECK ONE / `• LIr i~15L! CHIMNEY MATERIAL CHECK ONE / VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensburv net Qf'F Vhf **IF NON-MASONRY, PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION b BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. TOWN OF QLIEENSBI.~RY 742 Bad Road, Queensburi/, NY. 12804-5902 David Miner 596 Luzerne Road Queensbury, NY 12804 Re: 596 Luzerne Road Building Permit: 2007-276 Tax Map Parcel: 30.6-1-1 Dear Mr. Miner: 1 am writing to you to document our conversations regarding the above referenced building permit application. As discussed, an Area Variance and Subdivision approval may be required for your project as your proposed home constitutes a second home on the same parcel. Either an Area Variance, for two homes on one parcel or a Subdivision approval; to create a separate parcel for your proposed home will be required. As such, your building permit materials cannot be further processed until this matter has been resolved. Should you have any further questions or comments regarding this matter, please do not hesitate to contact me. Sincerel Craig Brown Zoning Administrator CB/sh L:\Craig Brown\2007 tetterslBP 2007-276 Miner 5 30 OT.doc °Hante of Natural Beauty.... A Good Place to Live" May 30, 2007 • ~• ~.r ~.~ -.. .-l.--- • --• - _ / OFFICE U: • - - - ' SE ONLY ".----••---.__. TAX MAP HO. .. - ~ PERMIT NO: --~~~ FEES: PERMIT ~ 3~ ~~ ~ - - . ---_~_____ RECREAT'IQ -----~_.,,,_ENGINEERING ........................... ~I~-~~.......~ P-R.~TC~TP --..... .. - AL S_T~LIC';;~; APPLICATION FOR ZONING APPR . A PIT ~IUST~sE OsTA1N~©BEFORE B~ OVAL & BUILDING PERMIT REVIEW BEF©RE 1 . NNM1G CONSTRUCTION,,gPPLICATION IS SUB,LECT TO CE OF A VALID PE ` RMIT FOR COI+ISTRU APPLICANT/BUILDER: L 11 ~ OUW~lER: t AQDRESS: 2 N AE~B: PHONE NHS. ~ . -3 - 1 ~4a SjG ~c PH ONt,~ NOS. CONTACT PERSON FOR BUILDING 8~ CODES COMPLIANCE: e (( PHONE: ~ ~(~ LOCATION OF PROPERTY: X44. 1 ~ a•-~ r ,.. _ ~ . SUB,DIYISION NAME: PLEASE INDICATE MEASUREMENTS,~g REQUIRED BELOW: CHECK ALL THAT O PRO.IEC ~ YOUR OZ ~ f= 4 ~ ~ L,L LL ~ - J 0 N(q O~i ~O~ a=aif2 SINGLE FAMILY !a c~ ~~~- ---- ~~ ~~ (ems ` TWO-FAMIN,Y (~ MULTL-FAMILY. f~ TOWNHOUSE n BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,~,3) ~~ ~ ~„l ; ~?,~ ; ~.,~~ r ~ ~ tot4~~ ~.,.~..~. ~-~~~~~~ OTHER G_ Foundation Inspection Report Office No. (518) 761-8256 Date In,~pecti~q request received: Queensbury Building & Code Enforcement Arrive: ?~~~~-pp~y am/p epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: - r~.e ~ PERMIT #: ~ ' Q LOCATION: INSPECT ON: TYPE OF STRU Co Y N N/A Footings P' Slab Reinforceme Place tractor 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. L:\Building & Codes Forms\8uilding & Codes\Inspection Forms\Foundation Inspecctioon Report.doc Last printed 12/20/2005 9:24:00 AM Page I o~ 1 Dav® Hatin To: Dave Miner Subject: RE: building permit application[Spam score: 8%j According to a note on the file you are putting two houses on one lot and that would require a variance or subdivision. You need to contact Craig Brown Zoning Administrator at 761-8218 Dave Hatin From: Dave Miner [maitto:minerd596(~gmail.com] Seat: Tuesday, May 22, 2007 9:20 AM To: Dave Hahn Subject: building permit application[Spam score: 8°k] Good morning Mr. Hatin, I dropped off a building permit application for review on 5/12. Just wondering if any progress has been made. Thanks. Dave Miner 596 Luzerne Rd Queensbury, NY 12804 518-793-3991 5/22/2007 KRISTINE L. WHEELER, P.E. Mr. David Hahn, Director Building and Codes Department Town of Queensbury 742 Bay Rd. Queensbury, NY 12804 Dear Mr. Hahn: ~~~~y@. uw . June 2, 2007 Thank you for pour review of the residential building permit application package for David R Miner, at 596 Luzerne Rd. This letter is to confirm that plans submitted with the residential building permit application package meet or exceed the requirements of the current edition of the Residential Code of New York State (RCNYS) and meet or exceed the following structural design requirements: • 90 mph, Exposure B wind loads, in accordance with the "Wood Frame Construction Manual 90 MPH Exposure B Guide", published by the American Forest and Paper Association and the American Wood Council, in cooperation with the International Code Council. • 70 psf ground snow loads, in accordance with the Tables in RCNYS R802.5.1. • 40 psf floor live loads and 10 psf dead loads for all living areas using select structural (SS) spruce-pine-fir for design calculations. Please note that the 18'-1" joists over the garage area will be increased form 2"x10" at 12" o.c., as shown on the plans to 2" x 12" at 12" o.c., thus decreasing the deflection to L/480. If you have any additional questions or concerns, please do not hesitate to contact Mr. Miner at 793- 3991 or myself at 877-8653. Sincerely, ,.~''~ _- Cc: David R Miner 7~i3-3 / ~-- Kristine L. Wheeler, P.E. 7 KEYSTONE COMMONS BALLSTON LAKE, NEw YORK 12019 PHONE: (518) 877-8653 E-MAIL: KRISLw(~GMAIL.COM ~~ ~ ~~ , jTE? C£IL/N~~ U P 70 ~ ~ p' sT e ~: v" ~: DOi1K ~~~~~_?w ~ t f 111 ' `_ ~ ~ 7. 5 EC7tQ~- T~tZU. STAtR TO $ASEMEtilT .,, I- DOOR 7 ~0., sT ~ ~ y r I I 1 T~-p .. Ct~C~. hT I~,+R IST• FLOOR 2Xt0 yLOPev ' ..--- C E/ L r w1. G .~ ~ 1 ., /~i ~ Qy~ w ALL. • rye ~ •~ooc H/tiN Pt~AtL ~~ Rf?~R1~ .~ N p~ASf.M ENT r-LOCK ~) TitEA f%z'~ W oop, -1/'-ND~t AILS ~,- --- ..__._._,_ o ~ 00 •~~N '~ LJR.N91 N6 V 6 Tom of comic. ..' 4AR.~.GE SrEP f, ~ ~ x ! i~v Houg~a gTRrrtGBla;$ ~ ? Oj f~ fff oo 3J4'x~4 codE! Moto j ---~/.F.t R ~ s s RS ~ ~'.O ~G~TKEADJr '~ ~ ~J f ~ j di ~~ : u t 1 ! ~~ a a `_~~ 3~-3~~ tST. ~ ~ ECTIpJJ TNRU. STAIR TO BASEMEN ~j C A L E ~T-IZ M - 1 r• Q ° ~~------. _. _~ -------._ _. -, KRISTINE L Mr. David Hatin, Director Building and Codes Department Town of Queensbury 742 Bay Rd. Queensbury, NY 12804 Dear Mr. Hatin: WHEELER, P.E. RE~~~~./E June 2, 2007 ~ ~' , TOVVN ~~ ~.,,~ ~.~ vURY BUILDING AND CODE Thank you for your review of the residential building permit application package for David R Miner, at 596 Luzerne Rd. This letter is to confirm that plans submitted with the residential building permit application package meet or exceed the requirements of the current edition of the Residential Code of New York State (RCNYS) and meet or exceed the following structural design requirements: • 90 mph, Exposure B wind loads, in accordance with the "Wood Frame Construction Manua190 MPH Exposure B Guide", published by the American Forest and Paper Association and the American Wood Counal, in cooperation with the International Code Council. • 70 psf ground snow loads, in accordance with the Tables in RCNYS R802.5.1. • 40 psf floor live loads and 10 psf dead loads for all living areas using select structural (SS) spruce-pine-fir for design calculations. Please note that the 18'-1" joists over the garage area will be increased form 2"x10" at 12" o.c., as shown on the plans to 2" x 12" at 12" o.c., thus decreasing the deflection to L/480. If you have any additional questions or concerns, please do not hesitate to contact Mr. Miner at 793- 3991 or myself at 877-8653. Sincerely, r.,.~_-- Cc: David R Miner 7~3-3 / ___. ~.:~- . ~ ~~~~ Kristine L. Wheeler, P.E. 7 KEYSTONE COMMONS BALLSTON LAKE, NEW YORK 12019 PHONE: (518) 877-8653 E-MAIL: KRISLW®GMAIL.COM 3Nn ua3doad T, ~z ~~\ t ~~~~ ~~ 1 1 1 1 1 1 1 1 1 1 1 JlHM3Ala(] 1 1 1 1 ~~ i ~ L 1 ~O 1 1 1 1 1 1 ~ 'NIW i 0 .oL x 1 t _ ~ 'NIW d Q ~ `O L W i w~ 1 to ~ p ~ 1 m J 1 ~ _w ~ 1 ~ LL W 1 ~ Z a 1 a ~O 0 ~'o _ VM3/~12i0 /? ~li ~ z ~~j~ ,r10~~, ~ _ 'NIW~j'-j .OL ~1L JI U ~ H ~ ~Q O ~ o o 'NIW .OZ• p 0 3NIl .U.a3dOad 1~ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 i 1 1 1 1 1 1 1 1 1 1 1 ~--~ 1 L c _~ ~ M ~ _ ~-- H ~ QZ X W ~ c W ' Q ~ -W ~ ~ Q. Z t~ 3a C O co ~ ~ O ca a3i ~ to o Qy .c o ~° U 3 ~' I-° ~ 0 ~ E L C ~ O M .r r L W N ;X ~ ~ ~ ~ ca m m >J. a. Q i Foundation Inspection Report Office No. (518) 761-8256 Date Ins tion r~}e uest received: :z~'Q~ Queensbury Building 8c Code Enforcement Arrive am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ~~~ NAME: `~ ~ ~~ ~ ~ ~ N ~'2 PERMIT #: _ Q ~ - ~ ~ LOCATION: - ~{ 7 E? INSPECT ON: G, r~_5 - D TYPE OF STRUCTURE: Y N N/A ootings ~~ ~2b Piers Monolithic Slab Reinforcement in Place ~ ~ The contractor is responsible or 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 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. Comments 8 k to M-( L:\Building & Codes Forms\Building 8c Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -/f ~.. Foundation Inspection Report Office No. (518) 761-8256 Date Ins eq Queensbury Building & Code Enforcement Arrive; pechon r uest received: ~ ~ Q 742 Bay Rd., Queensbury, NY 12804 ~ am/p ~~' pm Inspector s Initials: ~ ~ NAME: ~ PERMIT #: C> - 7~p LOCATION; C INSPECT ON: TYPE OF STRUCTURE: Comore b Footings Y N N/A 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 Backfill Approval Plumbing Under Slab PVC /Cast /Copper Foundation Insulation Interior /Exterior R- Rough Grade 6 inch drop within 10 ft. G~-{t~' Z4~ c~ -~--~ ~ z ~-- ~~~Z~^ i_:\Building & Codes Forms\Building & Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM l% Foundation Inspection Report Office No. (518) 761-8256 Date Ins Queensbury Building & Code Enforcement Arrive: 742 Bay Rd., Queensbury, NY 12804 Inspector's NAME: /~ ~ ~ ~ LOCATION: J _~_ TYPE OF STRUC Z t rJS~~ ac R15 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 ting Dowels or Keyway in place oundation Dampproofmg un 'on Waterproo g Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 as under slab ackfill Approval Plum ing Under Slab PVC /Cast /Copper Foundation Insulation Interior /Exterior R- Rough Grade 6 inch drop within 10 ft. l~ ~~~ ` ON: Commenta~ ~AAr~~`~~'~ ~ ~ ~'~g~` ~~ ~~ L:~Building & Codes Forms\Building & Codesunspectlon Forms~Foundation Inspection iteport.doc Last printed 12/20/2005 9:24:00 AM r Foundation Inspection Report Office No. (518) 761-8256 Date Ins req Queensbury Building & Code Enforcement P~On uest received: ~~~. 742 Ba Rd., Arrive: ~P DepartG` ' J `''wpm y Queensbury, NY 12804 Inspector's Initials:~~ NAME: ' LOCATION: PERMIT #: TYPE OF STRUC INSPECT ON: _ Co- °t-°~e. nb Footings Y N N/A Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement te. eri s for is se on site. Foundatio allpour Reinforcement`in Place Footing Dowels or Keyway in place Foundation Darnpproofmg Foundation Waterproofing Footing Drain. Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above foo ' 6 or wet areas under s Bac i pprov Plumbing Under Slab PVC /Cast /Copper Foundation Insulation Interior /Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buflding & 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 Queensbury Building & Code Enforcement Arrive: 742 Bay Rd., Queensbury, NY 12804 Inspect NAME: ~r~1~ C /~ ~ S"' LOCATION: ~ /, ~~, TYPE OF STRUCTURE: 7~~5~~7 #: a~ ~7 ~ ON: _ 7 Comment Footin Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from fieezing 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 Backfill Approval Plumbing Under Slab PVC /Cast /Copper Foundation Insulation Interior /Exterior R- Raugh Grade 6 inch drop within 10 ft. L:\Building & Codes Forms\Building & Codes\InspeCtlon Fotms~Foundadon Inspection Report.cloc Last prhrted 12/20/2005 9:24:00 AM ~-~ln~ Foundation Inspection Report Office No. (518) 761-8256 Date Ins request received: ~ ?i V~ Queensbury Building & Code Enforcement Arrive: ~ am/p`~l ,,,~ n ~ Depart: pm 742 Bay Rd., Queensbury, NY 12804 Inspect 's Initials: ~~X/ NAME: ~ r /~ ~l PERMIT #: ~ 7 ~~ LOCATION: ~ L~--Z.~e~. ~'-u.r4,1~ INSPECT ON: TYPE OF STRUCTURE: Comments Y NA ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for roviding protection from freezing for 48 hours following the placement of the concrete. Materials for this n site. undation / Wallpo 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\Tnspec~ion Forms\Faundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: ~~ ~ am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: / Y! ~` rn,~. r ~, ~ PERMIT #: ~ ~ { ~~ . LOCATION: 5 7/~ l ~ ~~.v/i,-.P -~',-" INSPECT ON: TYPE OF STRUCTURE: Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement Crete. Materials r this se on site. Foundation / allpour entin 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 $. Gt vie w S ~~ ~c.~ ~~a~.2 A~ `~` ~~~ _ N'~ ` L:\Building & Codes Forms\Building ~ Codes\Tnspec~ion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ~~' S Framing / Firestopping Inspection Report , Office No. (518) 761-8256 Date Ins ~Ct~ equest received: Queensbury Building & Code Enforcement Arrive: F am/~m ep rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto 's Initials. '~~ NAME: PERMIT #: ~~• LOCATION: ° ~ ~ INSPECT ON: TYPE OF STRUC 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 An or olts 6 or less on center Ice and water shi d 24 inches from wall e se a ~ n 1, 2, 3 hour Fire wa112, 3, 4 hour Firestopping Penetration sealed I 16 inch insulation in cavi min. Garage Fire Separation House side t/z inch or 5/8 inch Type X Garage side 5/8 inch Type X ~ Ceilin wall ~ Windows Habitable Space /Bedrooms 24 in. (H) I 20 in. (W) 5.7 sf above /below grade ~ 5.0 sf ade ~ COMMENTS Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspecti request received: _ Queensbury Building & Code Enforcement Arrive:_~ , ~ am/ Depart: 742 Bay Road, Queensbury, NY 12804 Inspector s Initials. ~~~(~.- ~. NAME: /k ~ PERMIT #: LOCATION: INSPECT ON: Z am/pm v ~ ~~ 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 chor olts 6 r less on center Ice and water shiel 24 inches from wall ion 1, 2, 3 hour Fire wa112, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavi 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 l~~"-l G~TC~ W~5~7/~~ Framing /Firestopping Inspection R port Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ~_ NAME: ~ 1 ~~ LOCATION: 1 n ~, r f TYPE OF STRUCTURE: Y N N/A Framing cess'l2" 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 cavi 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 am/pm PERMIT #: ~'~ INSPECT ON: ~~~~ COMMENTS `~''" i t _ ~~ ~~6~ ~V '"' ¢ ~~~`~ ee - ~~ ~~~ F2~`f ~'i~ a~ ~~ ~~~ ~~ ~c/~ /`~ ~Q.~r ~~ ~~~~ ~f ~~ ,~ p~~ ate. ~Cc2sr ho~ ~rSS H?dOf~Tlca/k.- ~~ ~c ~¢n r~h ~ ~~ ~~