Loading...
98-587 L BUILDING PERMIT VALUE $ 164000TOWN OF QUEENSBURY No, 98587 TAX 'MAP NO . 125 . - 7 - 41 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to CHOP PA . MICHAEL OWNER of property located at 10 AMETHYST DR . Street. Road or Ave. To Construct or place a SINGLE FAMILY LING atthe Town of location in a plans and other information hereto filed and at the above location in accordance to application together with and ZoningOrdinance. approved and in compliance with the Town of Queensbury Building [3. NER'S Address is RK *798 - 6550 LOT *41 AMETHYST DRIVE EENSSURYr NY 12804 NTRACTOR or GUI LDERS Nan@ OPPAr MICHAEL NTRACTOR or GUILDiER'S Address 4, ARCFI{TECTS Name 5. ARCHITECT'S Address 6. TYPE of Construction — (Please indicate by x} SINGLE FAMILY DWELLING { i wood Frame 1 I Masonry t I Steel t l 7. PLANS and Spacnicatiorxt 2621 Q FT SINGLE FAMILY DWELLING WITH 2 -CAR ATTACHED GARAGE AS PER POT PLAN SPECIFICATIONS G. Proposed Use SINGLE FAMILY DWELLING 327 September 23 2000 S PERMIT FEE PAID — THIS PERMIT EXPIRES 1q tit a longer period Is MI an application for an 0xtension must be male to the 6u{idlot and zoning intpectar of the tour+ of oueensbury before the @apiration dateS.l September 1998 Day of 19 Dated at the Town of Queen ry this for the Town of Queensbury SIGNED BY Building end zoning inspacsor Building Permit Applicaction Town of Queen sbuly - Dept. of Ccu►nnunity Developwient, 742 Biriy R(md, Queembury, NY 12804 1761-8256/ BUILDING & CODEENFORCEMENT NOTERequirements prior to issuance - of this permit: PERMC FILE NO* `� v A permit must be obtained before Y. beginning construction. No inspections PERMIT" FEE PAID $ c� will be oracle until applicant has received 0 �inb' Board Action a VAI,D BUILDING PERMIT. All Area I Use ECCREA77ON TEE P D applicants" spaces on this application MUST be completed aad- the signature Q PZannbig Herd Action REVIEWED a of the applicant most appear art the SPR / Subdivision I Othcr BlrFfl+ng fnsrecrnr kepplication form. r, _ . y , Recreation Fee Payment Applicant: Michael V_ Owner: Michael Y. Address: 15 Michaels Drive ,Address: Lat 141 • methyst Drive r Phone # ( 518 _) _745_ - _ 7558 _ Phone # ( 516 _) R745 7558 T_ Property Location: Lot 041 + AnvrthYst Drive 125 7 I 41 Ameacstsire Tax Mal) NuntUcr _ ---� Sitbdivision Namc: b Seet'son Block 1 A)t NATURE OF PROPOSED WORK : ESTIMATED MARKET VALUE OF THE X New Building : CONSTRUCTION : $ 164 ,OOO xx residence / commercial Addition to 'Building : residence /" commercial OCCUPANCY INFORY3ATION : Alteration to Building : Primary Building -- residence / commercial x Single Family Dwelling- Residence / Commercial Two Family Dwelling no change to exterior size 92 Family Dwelling Office Other Work ( describe below ) Mercantile SEP 1998 Manufacturing Other GROSS AREA OF PROPOSED STRUCTURE : f ' bf ADDITION , what will use 1st Floor . . . . . . . . 1.605 s ft • U¢ ( of new addition be? : 2nd .Floor . . . . . . . 1 ,016 sq . ft . Other Floors„ sq . ft . ( not unfinished cellar or basement ) ACCESSORY BUiLACCESSORY Detached Garage 1 . TOTAL FLOOR AREA : 2r621 SQ • F'T • x Attached Garage k C27 ca Private Storage Bui SIZE OF NEW STRUCTURE : Commercial Storage Building Other 68 FEET X 34 FEET Foundation . Type : Cast � Pla.. ._ � will any second-hand or ungraded Number of Stories : lumber be used? if sot for what ? ( habitable space only ) �� Height ( grade to ridge ) : eet TYPE OFKEATING SYSTEM : Number of fireplaces and or stove ( circle all which lies ) to be installed : i Electric Oil/ Gas / Wood • orced Hat Air.)/ Baseboard J Other Person responsible for supervision of work as regards to building codes i s : Wch!3PA y O" 15 Mdchmis Drive my (Mm 3T3--2I1C)© Naitte Addresss Phone Builder : Michael V g220M 15 ntichaels Drive 518 7 Plumber : To be Detecvti ned 745-7565 Mason : Ras" MatMry 1177 Ridcte Road. fneenpbmy. NY E l e c t r i c i a n : Rayno Electric 41 Thomas St Glens Falls. NY L09LI 79.3-0724 DECZ ARA7Tt7N. Please sign belrnv after you have carefurll'y read the statement. To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that 1/we shall submit prior to a Certificate of Oceupancy'or Certificate of Compliance being issued, an AS BUILT PLOT PLAN by a licensed surveyor; :drawn o ale, showinpActual location of project on premises. Signature: ' (owner, o ner's agent, ect, contractor) Michael V_ Choppy►:. Application for SEPTIC DISPOS E PERMIT 010 Town of Queensbury Permit No. _ �3 Dept. of Community Development Building Sc Codes Office 742 Bay Road Fee Paid $ Queensbury, NY 12844 I..ocation of property for installation: Lot #41 . Amethyet Dive Property Owner's Name: Michael V. Choppra Property Owner's Mailing Address: 15 Michaels Drive, Q!�3 "t'ry+ 'NY 12804 Installer's Name: Quma rLskx _' Suer Service Phone # ( .518) 792--3648 Number of bedrooms (if residential): 4 Total daily flow: 6W (residential - compute @ 150 gal.fbdrm.) Topography. x ffat, rolling, steep slope 9'0 of slope Soil Nature: x sand, loam, clay, other / depth: Ground water: at what depth? feet / Bedrock or Impervious Material: at what depth? feet Percolation test: x not required, required [ rate min. per inch ] Domestic water supply: x municipal, well, other If domestic water supply is a V E' LL, water supply from any septic absorption is feet. PROPOSED SYSTEM Septic tams.: 1500 gallon (minimum size: lW000 =al.) Tile field: each trench 60 feet ! Total system length: 360 feet Seepage pit(s): number of f size each: ft, by ft. Size of stone to be used: # / death or txickness feet HOLDING TANK SYSTEM* (if required) Number of tanks: Size of each: gallons Alarm system and associated electrical work to be inspected by a certified tified agency, For your protection, Please acts that pursuant to Section 136-29 of the Code of the Town of Que+ensbury, any permit or approval granted which is based upon or is granted in reLiaace upon any material roisruprasantation or failure to make a material fact or oisctmtstancA:e ]mown by or on behalf of an applic.aat, shall be void. I have read the regulations with respect to this application. and to abide by tbie" and all requ re*��s of the Town of Queensb rry Sanitary Sewage, Disposal ordinance. j Signature of responsible person: t' - Date: "r : r 4 ENERGY CODE COMPLIANCE APPLICATION TOWN OF +QUEENSBURY , WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods : PART 5 - Acceptable Practice Method - 1 & 2 Family Dwellings ( only ) PART 6 * - Thermal Rating - Component Trade Offs 1 & 2 Family Dwellings ; Multi-Family Dwellings ( 3 stories or less ) PART 4 * - Design by Component Performance Commercial Buildings -Hi Rise Residential * Requires submission of worksheets APPLICANT ' S NAME : PROPERTY LOCATION : PART 5 METHOD or COMPLIANCE BY ACCEPTABLE PRACTICE : 1 . Gross Floor Area - 2JV621 square feet 2 , Type of Heat - Electric Oil X Gas Other 3 . Is building mechanically cooled ? Yes s No 4 , Percentage of area of windows and doors Over 17 % x Under 17 % 5 , R-VALUES FOR. INSULATION {GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED : 30 as Roof R.R 19 b . Exterior walls c . Glazed areas R d , Exterior doors R e . Floors over unheated spaces R f , Edge of slab on grade ( heated building ) R g . Basement / cellar walls ( above grade ) R h , Basement / cellar walls ( below grade ) R I Heating/ cooling-ducts -piping in unheated space R 66 Service ( domestic ) hot water heating device Conforms to minimum efficiency per code x Yes No TEMPERATURE CONTROL MAXIMUM SETTING 1400 - WILL NOT BE EXCEEDED Applica Sig re jkAT� I,) er Phone Number n /,,,f J (rJ1.$) 7+95�7'SSws INSPECTOR ` S REMARKS : r j SUMMARY r TOTAL THERMAL A RATING totalif the _ • below • or • envelope portion of building is in complianceenergy Mr AREA UWALU E USED RATING A. TABLE THERMAL ! . . JOB 173• • $ ! • r - IPP VOW YM13 x iSubtot :�#� xr c ROOF/ ESEMBLY MIA 0 Ce ENTER x � a s -z- DATA #M C14 Floor At ,• Lk s Cobb IVA * • w ..r r i Above ■ I w « « RaVaJus C+c Slab Edge Insulation Ratingmop VAL Subtotal Thermal for SectionC► x it I r r P a* - .r TOWN OF QUEENSBURY 742 Bey Rd., Clueensbury , NY 12804 !!! APPLICATION FOR SOLID FUEL BURNING APPLIANCES AND CHIMNEYS j Date , 29 96 Permit No . APPLICATION IS HERESY MADE to the Building Dept. for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with 1 all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Please fill out additional farm if more than one appliance andlor chimney. Applicant r►• APPLIANCE (check appropriate boxes) Address Lot #491• ANnUayed: Dive Ek STOVE: c3 Wood ❑ Coal ❑ Pellet p Gas ❑ FIREPLACE INSERT ZIP �2w ❑ FIREPLACE, FACTORY-BUILT: -. ❑ Wood ❑ Gas Phone 7415�73ft_ ❑ FIREPLACE, MASONRY ; © Wood o Gas Owner l!lichrl ■. a+ +a FURNACE: ❑ Wood ❑ Gas ❑ Oil ft Address 15 15 *� IF NON-MASONRY APPLIANCE: Manufacturer: zip 12W4 Model: Phone (SM) 745-75W CHIMNEY (check appropriate boxes) * EXACT ADDRESS of proposed construction ❑ MASONRY: ❑ Block ❑ Brick ❑ Stone Lot #4�.r � XvIve FLUE: ❑ The ❑ Steel Size: inches fBUILDING NST 11 RUCTIO 11 N 11111 1 INS 11 TALLATION MUST I❑ FACTORY-BUILT: NFCCIRM TO NYS FIRE PREVENTION & Manufacturer: 3'� ModeLNurrlber:.� Cf]DE. CONSULT AVAILABLE ❑ Doubisted leWal ❑ Triple Wall WN OF QUEENSBURY HANDOUTSEGARDING REQUIRED INSPECTIONS. 13 Insulated to Chimney Liner Direct Venting Cashier's Department Town of Queensbury, Ne York Amount Collected Amount Refunded Dept: Fire Marshal Code Number Title A 1733389 ( 190 ) Public Safety A 233 2655 (230} Minor Sales Fe allected F`ro cm efunded to: Ad res : Dated: Town Clerk or Deput - While. Applicant Green: Pere Marshal Yellow: Bldg. Pink & Goldenrod: Cashier's Dept. vs URY 70"l, OF 00OFgNFORCEMENT laull�ul"G S CODE 142 Brit fIPRt) QUEENSBUF.Y NY 126t14 (51$) 761-8256 INSpt DEPART ! -------"- T.Rn+IVF" —'`�~ ngP4RT - ftES ID'EM'FXnU fXNAU "SPEC RE�{yEST RECE VEST : T U ri'I'E Ii35 F'EC NAME17 7 E Rt4I T Y {,UCh'1 l CAN\ �— f)Th'1'S OF.-- STTJ"CTURE FRAMING -- I'YpE gACKF ILL __- -• FOUNDATION IKSULTTIDN FOOTIISGS __. SEwTOopTUV OR FIRBPLIICE ROUGIt --�"" P Us}MBIN'G SE EUFC'S'S�iCriL Y�� K--- FIKP.I. VENTLk3F' 1 S E I Gx S I L3 ----' '�-' VE14T__�__------"`�� ____-_-- —_----- p L, U NSPi 1 K�'G ----' ----- FLDUF IKG EX'1'GftIO3I FINISx ,_�___---- PORCtt STEPS S7ECKI �! VALVES L?.ELIEF 6P Vl kiDT DOORS 1NTEOFRLM PR VA'C FINIS" GUY ----- - &ATii 1CITCISEN ValRT FTu4DRS SV7 RB E-----' ,r- OTHER .. FLOORS ftPETE3] PTxEft ~�^ P3G5--�-----�.-- S'VA I R C� T Elk C ----- ---�� 43A'£lSROOM A ��- -----'- G ftE5 p 1.,UMBI FI T ID FOUODAT ON N5 A di G RAGE FIR PR F Oft C SERS �----- __�—. -----� FIt4 E ACT �"— Ap VAR ,ANCE SI pIAK FINRL SURVEY F CIO OR O TO ISSUE I �� i� 43 � C7,7 f j L•1 S (� 1�•:':' b4'�IY Y_ c.*`�".mac.,.. ``.•. o \�\ � GFt L. ,•if '�. 1, 00 it \ 39 FRDP(?SED TWO 5roRY WOOD M4 ME DWI:LLIMCv C:HC )rP,A LCr*41 AMr.TH`rS MIVE, QUEEF-JSBU2.Y, MeN Y02k- -._ _ __ Ncr TO S LE (CONCEPT)_ 071201.96' RESIDENTL&L FINS- INSPECTION REPORT Date inspection request received office No. (S18) �61..g25G ,..-- Building & Code Enforcement Depart a Dept of Community Development Arrive: DepartInspector's Initial Town of Queens"ry Bay Road Qu IS eensbury, New York 1280d pF.RP�I' # NAME DATE LOCATION - Tyi'E. OF 51aU{CTURE COMMENTS N/A YES NO Chimney Heightf'13" Vent/13'rect Vent Location Fresh Air intake plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Extenor Railings 30" to 36" ls, balconies, landing S in. more Exterior Handrai interior Handrails stairs th sides 3 more secs Grade 2% away from fo dation S" clearance to sill plate Gas Valve shut-off exposedlreg or IS" above grade _ Gas Furnace shut-off within 30 f t or within line of site „_... Oil Furnace shut-off at entrance o furnace area Furnace/Hot Water Heater o ling Relief Valve(s) installed Ileadrex7m, 6 0 . 6 in. on l3asernent stairs, 6 ft. 4 irr Handrail exterior stairs th sides more titan 3 risers interior privacy/trunldoorslmain entrance 36" Floor Finish BathroomlKitchen +Watertight IS in, or more Interior handrails Balconies/I.anding Railing across window in stairwells Smoke T)etectoM every level every bedroom outside every bedroom inter connected Bathroom fans- plumbing fixtures Foundation insulation 3/4 hour fire door/door closer 0arage fueProoftng Garage penetrations sealed Furnace in separate room protected (irn garage) Light ventilation per room Safety glaring 18 or less from floor Final Electrical Site Plan/Variance required Final Survey Plat Plan As Built Septic System layout required May to issue CIC: (Certif. of complianu.=) Okay to issue temp. C/() (C=ertrf of Occupancy) yV)kav to issue perruarien't C/O (Certif_ of Occupancy) GENERAL lN,S'PEcTiON REPORT ( 518 ) 761 --- 8256 Town of QQueensbury Dept. of Community Development Elate inspection request received: Building & Code Enforcement 742 Bay 'Road Queensbury, NY 12804 Arrive —� am/ptn Depart inspector's Initi PERMIT # NAME: _—A DATE : LOCATION: TYPE OF STRUCTURE: RECHECK _ N/A YES NO ComMENTS Footi ngs/Picrs. Monolithic Pour Form _ Reinforcement in Place The contractor is responsible for providing protection from frxc+ing For 49 hours following the place cat of the concrete. Materials for this purpose on site Foundation/Wallpour-__ Reinforcement in Place _— Foundation/Dampproof i ng�� Back fi Il Approval _�� plumbing Undcr Slab — plumbing Vent/Vcnis in Place Rough Plumbing Heating; Rough-In Insulation Foundation Walls interior R- Foundation Walls Exterior R- Fioors R` Walls R- — — Ceiling R- Duct work or piping in unheated spaces R- _ Proper Vent_ Attic Vent Framing FAVMQNNM CtE_ Jack StudiAlcadcrs_._ _ Bracing/Bridging.__,._Joist Hangers _ , _ Jack Posts/Main Beam___ - ` Air Infiltration Barrier,_ 0�6c) ' ] Fire Separation 1 , 2, 3, hour— penetration Penetration Sealed. ,1, �„ a ��� �(?� t�� 1 ►`y�� jQPC Fire Wall 2- 3, 4 hour .� Fireslopping August 27, 1999 John O'Brien Building and Code Enforcement Town of Queensbury 742 Bay Road Queensbury, N.Y. 12904-5902 Re; permit it 98-587 Lot # 41 Ambershire Dear Bohn: shop drawings of the 3 ply attic trusses installed please find enclosed two (2} stampedkrww pthese trusses were laminated together to create over the garage at 10 Amethyst Drive. As y an 8'_ W7 wide dormer. Also enclosed is a check for $40.00 for the additional. fee. at 2 0 on The truss manufacturer explained thant each individual r l threetruss installed attic trusslocated center is designed to carry i '- 0" of the loading 1 _ (}°° away from the center of the adjacent attic ss (installed5 iat e direction othe p Bening rt loads of 1 '— 0" in the direction ofthe adjoining 1'- w for the first truss, plus 2'— 0" for each created to form the dormer. This is utamd by eans ddingthe the two (3 ply) attic trusses could be spaced to truss laminated there after. This create an opening 10'-0" wide. The dormer opening at 10 Amethyst Drive is 81— 0" wide. The in-fill framing constructed between the two 3 ply attic trusses, at both the floor and with joist hangers fastened to the 3 ply attic trusses roof openings, is 2 x $'s installed at I C, on center . A gpru�pine-Fir no. 2 grade 2 x 9 installed 16 on center cmaxi)um a live load of SOlblsf and dead load of IOlbfsf can span a distance of 11 '— 5", (see attached If there is any additional information you require, I can be reached during the day at 373- 2000 ext. 319. Sincerely, Michael v. Choppa ** TO 3Ead -H101 ** AUCdfIG 1^.riOI7A +ATTIC ��4b 1'�Q>''�' f4 4Ui?r 1 BwliaiRlO '�. Ky � 0.32 ! Rep 1 M�yypn�, nQ,Typ Ayy 1a'a t Y -0L1(j8 S-0-6 9.4-4 I 12.E-4LC � 1eea-4 �} 20.3.E �23-7-1:j 27.11.9 4-1(}8 S-0-g 4.3-12 3.4-d "-a 'r-0,6 3-E-6 4-3-12 5*0,5 (m" �'1DN; DO NOT ERECT BACKWARDS zxa f � ff:00liF " 7M7 I I 6 i 1T �E 3x6. 2a4 i k i 12 10 1 �1 13Id Sag.- 14 1S 14 S<8.` am 4 E= OX1O MI;% 4-3-12 14.34 4-3-12 5-0-a ak.la 13 1z t 1 0 4a LOAmmis Cori UPACI" 010-C C9l OWL (in; Casa) wasm P'LAT6'S 4R1P TOLL W.0 Plats IRCTspsp 1.16 TO: &..So VaR(LL) -0.41 14-16 aAft ?i2O 1970144 Tcc1L 10.0 Lurntrer lnaraaaa 1,T5 'K O.E1 Vpr1(TL) -0.67 1410 > = I MTN 196116E SC" 0.6 k Roo OWA6 iACr NO W6 0.66 M ardor ) 0.06 12 rla 6=L 10.0_ Code eocx am l (Mabkf j let LG LL Aw Ild*n +. 360 { Welghm 416 lb TOP Csmomo 2 k 4 SIP $4 100 C}lppp 6tiaathad ar 6.0-0 4n wrilcr Purin apaWlq. 4110TC"OR0 2 x 4 Sy►SS &Tf CHCRO Rigid Ceiling airwAly appil2d ar IC A on cemor tlacing, VVESS 2 X 4 SPF SAW -BNea,-n" 6E 2 X 4 Gyp Ne.3 RFLAC1f1ONS OWUO) PW7400-", 19+92E10"6-E. 12mrJAWW.146 Main Herz 2woilW0(aaed two 23 Aum Uplal 2w-W(Med 4a" Al 16m.626(byd ccoe 3). e44L-423(tuad ca6a 4) NOW Qrw 11F-3i7i2(apl4 tau n mm7aawwad caws 1) FORCX3 (1b)- Prat load Caw@ CT%Jy TO►CMORD 1-2=136, 2w3a 10670, 3.4 947T. 4.Sa,8007, I IF= M3. 11.796667, 7.aw- 10, S.y-?215. 11p..gE07� 10-11>•_50iel, 11-tg-i19C15, ",Sisa.136 POTCHOAD 3.16"82311, 10y16-7334, 141'x7334, 1204=96E6 Wards 6-11> 7514. &17'a 7374, $.16=1E93. 9�1M34$S, 3-1"A11 T7, 1i-14r VS3, MOVIts 1) 3•PM vua to be aminrcgd WgwthW WM 10d COlnmbn(.1AVWj M10 u RMlevw Teo cnan32 cannoaad With 3 rowCm)d 0--0 an ccnw. BMW" as ad aar4naCbw WM 2 r&*(*) at 0-"CA ""ftF- W4 eoMaa.a4d tM romw.x 2%4. 1 fbwr(a) as m." CA a "W' 25 This shwa has&"A 9bec)" 109 unbalano"Iediln9 Cphpaama. S) T740 boas rKm tarn apegn+ak fer Die wins Female genera4d by E0 41041 wNyaNa5 as 30#ab w Urea"+! W04!1. acing SO PCr 00 aNdra dead kpaa and 560 pat 0011lom *rWd land kead, Ift WA&^ n hyrxlOehe aCaa data, an an ada+Pahay Lilpdy E. Wnditfs I orwh3ded budd#j, 41 dumnalana 47 R by 24 It wan COMA We C AGCE 7,42 par ISWWAt491911 N 4h6 werl4aua Of C64 seven WMK toy arc aaeNeaed 1a NMtd. Ir,orCA AF aWor,that arc not ar{w40a hY W Ad, Thw Lrm4K GCA,1n4raama Is 1,33, and trip peaft grip kioaave 4 1.33 4) Akk pli4Ma aft M=l Platrs UAW"4lber~idkaald.. 5) eosin dea6 load (10.0 Par)an rM 1 be". 6-6, ", ah17, 6.17 0) 00 1PUN Chord l..d Wad(40-0 wry caw 11440bna1 epeahl Chord dad lead (10.3 cat) aapltaa only 1A resin. 1a 16 7) I+rdalaa Mft:# Rkeak connnCCdn (try *inns)at trues 1a boarsp plater GISPap4 or w3ltkm dkng aw lb uoldt wr joint 2, 626 lb upirt At,wm -6 wo 622 fb 0pki11 ar JoW 12. E) ?h4 wad n03 Dan "Signed VAIN 44E11Tpt 1-IW3 efaer4, or MAP& irk LOAD GLSRtSj Sand afd August 24,1999 WAMMWO- r*rff6f efir.yee r4aNaawdp r: and AZAD N*TXW ON it Afk16 asFYt1 awe frMWV*p 41=We mn 0 O"Oft 49M tee a.a WW Nas h Witaak C*fWwclaMi ThY a �caaalan basal OW upon Oauneraw dhawr► am 1/ 1m an brd ataan awdPAUPUIuk buadpWianl 20 ens i oc"a and bswPa+.6 V"kbd#tr, AppeaablNy G wadg.e paeaa,aMMa Ona DraPar nadlpNeedrlMn 0t mWnFNanadH k rpiparNapllry M a+ i4 dpeFJl7ar - rtaa doss dwlt7wipl. 9laoln9 MMTWR It 104 I0}afpl al*$lfl ed a 41111w was wall nuprobame MW.. andlUpnal i npcimft boat" ad if 0abwy CIPWAr p ccoww ndgdn ! Na fM erpOndbllf a lola y 1ha a1rr.CW, Aaal} es pprman.nf braOawQ a d4 lrww aw4r aRuaaWa It Nag ras00rdablpy of tiro bua4wq dwa16riar. Pat ami"Was Outdonoa raw00e01inV $0DA00 1pn. 46Fapy aanrrs L aiaaepei. dalwary. aMSCt"A salad iomortam rvdatul 0"Ves Galway "ammuaak arts," sydicbv 1p4106se4mom and 00441 ,�Aa�I ■,, Mae+dWwp W,da� *n 4aWno"110p *00""M~Odoml ovadlabMIt" Tsars PlOad wimevla.662 Wonoma Dike. Iraaampm% wr16371 p. mahl To/To q d 3nna-n3a 01 0VW GZ9 022 NMOIS9N FO 7A31I W }JJ ^SEC : tbT 66 N 9e gryd k* i0 " �J�ld 1d101 ** I a R1v ave'-�aa ,yuarAMC uw iw lritr ----rr+o wig i4 �AtIGagO crlovra ._- E„ 3. � ,rrr,.aarF 6a6aaa0 Wars 3u . 3Ctwnasr4dY. 4y C. ;- 2 7 �rTt _ 9"C1 6 ___r fl-4ai I t%-0+t6 rA•6A 20-3-8 { 2.3-7-T,2 1 27.11-$ i M3-U 3"j.1 -0 0.1" 6-3-6 +FS12 ]-MS .3.9-d ?r0.0 3i-4 4-3-12 Soo-E G+10u9 _... _ 'ION: DO NOT ERECT BACKWARDS4 7 f r = 8,00 rTT US W eMT 11 e _ 9 r US r7 �` 3u6� 7,r4 l I 3k$ 4 10 { + rf f ,n i � 12 1 13 �T xae� 19 1a 14 61ea= 6x14 M18= F"--= " 23-F•12 27.11.8 3-0.8 •i-3-S$ 143.E 4-3-12 lrwa 13 •1 f2: 32 ! 4:6 rT 4CUNCOM (Pei) f aaACIM0 5-417 CSI 0flrL (ln) Om) voen PLAT" ORtP Tc"L 60.0 pm"momimsp 1.16 TO 0.6p Wrn.0 -0.67 141E '+46a KUD ac"TcmL f0.0 CLa WmlcerlNmMae 1.16 8C 0.41 V*dKrL) -0.67 141E a323 mtfa 1270144 1r611r8 BCDL /Ab PAP almolllcr No ' We 0." manxrU 6.06 12 nq da L CO OCC.JHAN619'3 {fi1�aw} rat LG LL MN vtla6 - 390 Weigh= Ste Ib LDMiSR bPACM0 TOPOQT C KOfR0 2 Xi SAP SS 700 Ct%XW Sb6ethed Or 6-0-0 on 6W11er paelrlp. Vve CrIORD 2 X r S F a: PUf1n s YNCLRS 2 x 4 SpF 5we 'Elatapo' BCrf cHCRo R61°�g dk+dgY aPlakd w a0-iLG an etrR4M'brtCMrg, " 2 X 4 6YP N6-3 RGACTraN8 (mama) ZaR.aTel/ 44v 7d".23.Arp.6..r, 12•TaeBA-68 Mau Hm 2w-d20(wa4 rarw 21 MAX VDIdt-ft w LMrad Ciao 4). 1K-6Z6(luatl aria s). 14m-f and came c) near Gres MwM42(10413 cast 91 12-754p(16ae cmee 1) FORC" 065-FM Load cola Or" YCI"G'rOaVQ 1.2+136. gas-10G70, 3.N-s477. 4.sa-dc07, S.atT1173, 6-7a-667, 7-Y-StQ. i9�T773, 1.+0..650f, i0.1 Im-r0161. 11-1g-7 tm. 12-13+126 SOT CHORE 2.+fr6236, r6-r6-T3ma. 1416=7334, 12.14w9GU viez5 &I7s-7r14. avl*( -7374, 5,16=1603, 414 w3836, 3^16--111 T, f 1-1 4=-2T61, 7_17rmGg1 Nor" 1) 2-"Vu"to bo eohAwrw6 wgRhar wan 10d Comm male 4e fwwww Td Chams"r w6asl wior aOM6ced ae aallw a'. 2 X 4. 1 raw1�at 0-S-0 on cwer6ii_1 M) P 3 row(•).e 040 an centre. 6rnam 6havxa cann6eerw math 2 row(a] a1( sc an urre6r. +M.aa 2) ThmPun has awan aheckod 1bs wd m6Wwad laadN6 candrlaea. a)7%w tnm nee bean W6rgn6d for slla W W 106" georeeMM by W Men Y4nda at 3D R sboye #r and war), uaNQ %.a Pir tap Ctldnd deed load end S.0 per. 00mm antra dead tots, 160 m4 hem hlarrlcarra ac"a nw, en an OWPpirlrry rategwy IL aandabn I encUmad Zmd# r, Of dMOnSWM 47 rt 6V 24 it WMM w4wm ra C AOCE 7113 per 6OC- AN3W rr Crud V6rd=w of epn Wafa eldat wo" we eWdsed to WIVAC d pw` b"ariart 'viery one not e1 F "a To wine. Thw Wma4r DM Increarl;s 1.33, and the Meta grip tnai*muse to 1.S3 4) Mt P6siws Las "m OWNS Mid"elftery ies k"Na ed. 6) "MIS 4900 read ODAP P"on m*Mbdr(s). ". 6+04 61 T. 617' 6) &OMM ob"We reed (40.0 Pery Wbd eddlSbna4 b*g*i cAwd dose wad (10.0 poi) akpptl66 oMy to roobr. 141G 7) PrIMOM meehanloal O noquon (by 4vmft) 4f vum to aa4M6 price Gspebr0 or Wshaq CMB 677 Ib VPkh at 3*kd 3. See w uPIY1W JOMM '.6 and 0,23 Ib r4fi t at 104d 12. 8)Thr lraee het boleti dealgntd wish AN8VTP1 11.1996 cntent, to CAsMs) Shanderd �Q•ess+�'t� August 24,1999 A urairne13 O- Worift drrdpe pammwftrw and jWAD llkyras ON - AM"VS* = f9D&aaWOM umIL P*14mv �+ COn vd6r1 ear d0 WYy wan MI(erk OdaMyeTa e• wA drel9n ! borari anN tlrn04t por4anaean rhlewr4 anQ 1 1b+ ae1 MOMpwiM bumOW y QMQMP9neAI 10 'pa PrMCward anrr *g a l Varl'0 led w f4w K Pa 6 +ta'dgn wY+elreeNw ortO Dralplrr arwa6lae+rRwra Pf alwrrrpeagAl i teMpae Mbtab)-44 bubang atea4p w - nW r+6,rt lt4nlg/Nr. rr0wY10 6atlnlVR 6 70a 1w1'rtda 4bppren of tW4MJr4r4l wep ma/11R1Ms wr1M- Adlmorw1b hpmvpor lmao ap to Mlaura 1tab1Yly oudnp c8lrwrVwttan Ir bra retPOn*ftd1y 04 fhb Ul4 MW. A00RwA0t 4aetrfts tV r boaGYna of oM1a aVWMV seruwr ese Y hla PO4CM Shy d4 del broad" M. Roo Oaolarot grLlprlpa ra rmOMIRG 10G6007at1n q MIY m*k%eaFlhq, 4t4MeDa. Oaelrbry. 64wG1aOn one wtaaYwB, w4Maa16 GM446 Gamy "WHId6M. 0a6•ae rn8Gtry "Mamlo olum and RIL"!1 ���K �ttorro•r10 1rrp61n! mate arw6kV9 1laaetnatan4tdM4a1 wVebeble hem trur Phra a+Nautr au D•Ortealo orkes. agapamm n1 m 63714. TOf TO 0 d 3nn8I`139 01 9t708 6Z9 022 "10-Ls0NnoO . ik31 I W >Jd 8Z : 7 T 66 r SZ and 4 4•ry �sn Le, r MAXIMUM FLOOR JOIST SPANS MAXIMUM FLUOR JOIST (cant.) Spruce-Plea-Fir: Includes Black spume, Engel- + Spruce-Pine-Fir: (cunt.) menn Spruce, 'Red spruce, White Spruce, Joist Lumbar Grade Lodgepole pine, Jack pine, Alpine fir & Balsam Nominal Snaang, i Select fie. See Notes at and. Lumbar Canter to E i Stnictural No. No. 2 Size Center Joist Lumber Grade (Inches) (inches} Maximum Span (tees - inches} Nominal Spacing, Select Lumber Cemart0 Structural No. 1 N0. 2 Max Uve load=50 IbVte, Max Dead Load.f0 IbVte Size Center 2 x 6 12 09 - 09 09 - 06 09 - 06 (Inches, (inches) Maximum Span (fast - inches) 16 08 - 10 08 - 06 08 - 08 24 07 - 09 -Max Live IaadO IMIFt', Max Dead Lorad=10 ibtlte 2 x 8 12 12 - 10 12 - 07 12 - 07 2 x 6 12 11 - 07 11 - 03 11 - 03 16 11 - 08 11 - 05 11 - 05 16 10 - 06 10 - 03 10 - 03 24 10 - 02 - 24 09 - 02 08 - 11 08 - 11 2x10 12 16 - 05 16 - 00 16 - 00 2 x 8 12 15 - 03 14 - 11 14 - 11 16 14 - 11 - 16 13 - 10 13 - 06 13 - 06 24 13 - 00 Id kk 24 12 - 01 - S '. 2x10 12 19 - 05 19 - 00 19 - 00 2x12 12 19 - 11 Oi i6 17 - 08 - - 16 18 ' 24 15 - 05 24 15 10 2 x 12 12 23 - 07 - - Max Live load=60 Ibb a Max Dead Load=10 IbVW i6 21 - 06 - 2 x 6 12 09 - 02 08 - 11 08 - 11 24 18 - 09 16 08 - 04 08 - 02 08 - 02 24 07 - 03 - Max Live load=4o IbfM2. Max Dead Load=10 IbtW 2 x 8 12 12 - 01 11 - 10 1 1 - 10 2 x 6 16 11 - 0 - 16 09 - 06 09 - 04 09 - 04 - 24 09 - 07 24 08 - 04 - - 2x10 12 15 - 05 - — 2x8 12 13 - 10 13 - 06 13 - 06 16 14 - 00 - 16 12 - 07 12 - 03 12 - 03 24 12 - 03 - 24 11 - 00 - - 2 x 12 12 18 - 09 - - 2x10 12 17 - 06 17 - 03 17 - 03 16 17 - 00 - 16 16 . 00 24 - 44 24 14 - 00 - Dead Load= weVht of structure + fixed loads 2 x 12 12 21 - 06 - Live Load= movable loads such as furniture, 16 19 - 06 - wind, snow, etc. 24 17 - 00 58 Cnrp�entry & Construction C�pen7 & Construction 59 j 4 t GENERAL INSPECTION REPCJ�RT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Que ensbu ry, NV 12804 Arrive'��. Coy w .pm Depa " In inspector's Initials NAME: �,'�„L PEPA41T # LOCATION: _ DATE TYPE OF STRUCTURF, Z C63 RECHECK _..-- -, NIA YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Plaf The contractor is r for providing protectioezing for 48 hours followvacement of the eonercic, Materials for thissite _ Found:uionlWal lPourReinforcement in PlaFoundation/DampproBackfiII Approval - Plumbing Under Slab __ , _Plumbing Vent/Vents Rough Plumbing Heating Rough-In Insulation Foundation Walls Inlcrior R- Foundation Walls Exterior R- Floors R- y Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent. Attic Vent _ Framing..---V,rv--" 4.��— -�! R►��1k'�E �1-P11 �C ' - dt Jack Sluds/Hcaders Bracing/Bridging. _ _, Joist Hangers ___W_ 74 Jack Posts/Main Beam _ Air Infiltration Barrier _ Fire Separation 1 , 21 31 hour Penetration Scaled , __,__ Fire Wall 2. 3, 4 hour Firestopping_ 'FIRE- MpRSNAL RY ToNNN +OE GIUEEPISB 2804 dUEENSBURY ' PIY �518) 761-82U5 EPORT FIRE MARS"AL INSPECTION R REGIUEST RECEIVED �- 1 v ; PERMIT # = � LOCATIOl3 ItdSPECTl04�IO►`'l ----- M SCHEC3UiE --- ��-- APPROVE NO AIIA YES E)CITS - — _-- p,ISLEWlDTNS _ -----____- --- - EAU SO4S — N - - EMERGENCY LIGFiTING FIRE E�TING1.fISNE.RS -- FIRE ALARM SYSTEM - FIRE SPRINKLER S'f STEM FIRE SUPPRESSION SYSTEM "401D 1135'TALLATIQN ---.- mTERIaR FINIS"Es STORAGE: �-- CLFJARAN'CETO SPRII°1KLERS --- CLFARp'NCET41HEATING LyN1TS REOU1RED SIGNAGE rhOOD STOVE -- FACTOR __-_- UaC OMASONR FIREP _ TE OK TO -TNIS DA �] FINAL_- RENW SKR s ;l SPEC-TOR i r i- I (',ENERAL 1AW ECT N REMET ( 518 ) 761 - 8256 Town of Queensbury !} Dept. of Community development ate inspection request received: Building & Code Enforcement 742 Say Road Queensbury, NY 12804 Arrive ant/Pm Depart m inspector's Initials NAME: _ i PERMIT # LOCATIC3N: DATE : TYPE OF STRUCTURE: RECHECK. N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form —� Reinforcement in Place The contractor is for providing prot ion from free . g for 48 hours fol owing the place ent of the cancrele. Materials for this urposc on site Foundation/Wall ur__ - Reinforcemcnt in acc _ - FoundalionlDarnp oofing_ Back fill Approval Plumbing [Under 51 b_ ___-- �. _. Plumbing Vent/ c is in Place SL C* � \ekough Plu c ��' b U �C� . t � `ttyrst Heatin ough-In �... I ation_ Foundation Wall Interior R- , 1? Foundation 'Walls xicrior R- Floors R- Walis R- Cei ling R- Duct work or pipi g in unheated space R- oper Vcnl, Attic VC Fra ,—_ -- -._— . -- — —. 7 ng ck Studs/Headers �3raci nt;l8ridgi ng�-rk-�I2_�+c1 pWk �ist Hangers -__� k Posts/Main Beam—.- Air Infiltration Barrier f /Q(1 Ct 145e:7 r5w6;7 Fire Separation 1 , 21 31 hour Penetration Sealed._-_- r&6rc% F KAMA wr, Fire Wall 2, 3, 4 hour__ .- Flrestopping_ Cr'E n rERAL INSPEC�7(7N _ R'Epo AT ( 518 ) 76 ]. - 8256 Town of Queensbury Date inspection request received: �— Dept. of Co+nmunity Development Building &. Code Enforcement 742 Bay Road Arrive tit - impart Queensbury, NY 12804 Inspector's Ini#' ,(\ i PERMIT # NAME: '1 � DATE LOCK T TI[lly: y PE OF STR C"I`[-TRE: RECHECK NIA YES NO CO N Nv1ENTS Footings/Ners Monolithic four Form _ Reinforcement in Place The contractor responsibi for providing Prot ion from f -Ing for 48 hours foilo ing the laccrnent of the concrete. Materials for this pu se o Foundation/Wallpour- _ Rcinforcemcnt in Place - F oundationlDampproolln - Backllll Approval Plumbing Under Slab-_-_ --- Plulnbing VentlVcnts i Placc� Rough Plumbin +y i 1 g Rough-in sulation Foundation Walls ntenor Foundation Walls EXterior R- Floors R- — Walls R- - Ceiling R"- Duct work or piping in unheated spaces Proper Vent. Attic Vcnt ____"- - _ � ► ' A f ticC>'.3uF}� C� w� "��' �' Framing__ __-- Jack Studslticadcrs_---.�- ✓ k - p:y 4 E►�[aa Tf�Ta Bracing/13ridgi ng�---� .-- Joist Hangcrs. � Jack PosWMain Be-am.,-- Air Infiltration Barrier_--.- Fire Scparati" 1 , 2, 3. hour Penetration Fire Wail 2. 3. 4 hour -- Firestopping �- FIRE MARSHAL. Ile& Tr]Whl Ufty OF QUEE.NSB2604 cUEENSIBURY NY (518) 761-820 FIRE MARSHAL 1NS9EC-TION REPORT 65 PERMIT # ..— 7' REQUEST RECEIVED — NAME — LOCATION SCHEDULE YNSPECTION ON _ ----� AM PM ANYTIME APPROVED NIA YES ) NO EXITS --- - - - -_~ - - — ptSLE1NIC)T1rlS F -f SIGNS -- -^ - - - — - — EMERGENCY LIGHTING --------- - - — 4 -- -- - - - FiRE E)jMGU4SVAERS --- - - - _ EM FIRE ALARM SYSTYSTEM FIRE SPRINKLER FIRE StyPPRESSION SYSTEM HOC)D lNS INTERIOR FINISHES -. STORAGE: --- CLEAR SCE T© SPRINKLERS CLEARANCE TO }IEATING UNITS - - REMARED SIGNAGF FiRFPIA'CE - MASONRY —— - - Fp,CTRY O FIREPLAC 4t JAI) -=G�K TO Tests PATE REMARKS. 5 2 I LI GENERAL M PE+C"TION' RE RT Town of Queensbury Dept. of Community Development Date inspection request received: — Building & Code Enforcement Qu Bay Reaury, Arrive �` � Dep+u't Que+ensbary, NY I2804 p {oes 'Initials NAME: C, PERMIT # ! LOCATION: r- ` DATE : , TYPE OF STRUCTURE: ' RECHECK N/A YES O CON04ENTS Fo lMonolithic Pour Form Reinforcement in Place The contactor is responsible forj providing protection from firv=mg for 48 !Hours following the placement of the concrete. Materials for this purpose on site FoundationlWallpour Reinforcement in Place Foundation/Uampproofin Backfsll Approval Plumbing Under Slab Plumbing Vent[Vents in Place 'E' r �z 7 1r t. z �� .Rough Plumbin Heating Rough4n -- Insulation w Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- proper Vent, Attic Vent *Framin Jack Studs/ s �\,\"xjV L7 � SracinglBridgin idgin joist Hangers ► Jack PostsfMain in Air Infiltration Barrier '►�� ^� � Fire Separation 1, 21 3, hour NV Penetration Seated �. Fire Wall 2. 3, 4 hour Firestopping r5� +GENERAL INSPECTION RE�Rr Town of Qu,eeusbury Date inspection Mqu'� reacer" rl_ Dept, of Community Development Building & Code Enforcement --- Dept 742 Bay Read Arriv+a�� is QueensburI NY 12804 Inspe+� lnw pERwr # _ NAME: DATE L4 LOC L:TlOrI1 TYPE OF STRUC'CL -RE4 RECHECK NSA YES COMMENTS QI FootinVII Monolithic Four Form Reinforcement in place responsible for Thecomrr-actor is respo cling protection from freezing prove for 48 hours following the placement of the concrete- on site Materials for this purpose Foundation/Wallpour Reinforcement in Place FoundatiouMamPprooff n Backfill Approval plumbing Under Slab Plumbing VentfVents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- F'oundation Walls ExteriR R- Floors R- W'alls R- Ceiling 17trct work or piping in - unheated spaces R Q 'ibC NlFi � 1 proper Vent, Attic Vent Framing Jack Stt1ds11rie --- ---� Bracingf Bridgtn Joist Hangers lack PostslMain Beam VIE Air Infiltration Barrier Fire Separafion 11 2, 3, hour penetration sealedou�__._._-- -- Fire Wall 2. 31 Firestoppin w Y oN� Lo O W 3 rn � z � E z a w 3 4,3 Z N N i ^�Y L� 00 w = oaf f 41 ,r~'�-`'•... a`° a',s�.a .T, LLI CJ En IL y p O � E Cl v co to ro w ro o 1-4 w Cq o@ W �� 1t� _� �� N r. o �\ u# oa ❑ u a0o N �oo � � • z a .i a, as to � N C 4 4 Qao \ N tm N 0 U O M ro ?+ t 11 a- (a•.•� C a 4 a id z G ro u c > 4 a 4 s��0 �Q 0 c• •�+3a4Ea ° d� W4Q No Q Zco Q�0 \ 4 0.:: N a.0+� W o m 0°� V�ti °t) ro E-ro 4a c wz z24^z°r > G ro a-) 3 faV �1 zw N ���p '. w•+ (au o .1 ro a ro A N ro ti 4 rW 5 4 N Z W q 4' OP�`K a W•�C) to Y 4 a m0E-p W •; g( ✓'• ro N a E ro-E a C7) 0 N g o z U • ,,,c I `.•• >,ro ro U O IC +) C� .4 J �i d qz w • ..+ `-�/ �� A a C 4 ro a a ro 4za4Wy ••�.Jf,�3d4NV tai (A O w yA of 41 O a V y ¢w4 Z�0 • '�/). oln�-,•' .0 E ti7 N•o v a a Q o C c ro ❑ C 2fn0JQU TOWN OF QUEEKSBURY BUILDING A CODE EKFORCEMENT 742 Bay Road Queensbury NY IM4 {518) 76, SEPTIC DISPOSAL SYSTEM INSPECTION Location permit Date _:�ft SOIL TYPE : Sand- Loam- Clay_ 'Results of Percolation . netllnch.__�� ( if applicable} Rat t TYPE OF SYSTEM: otal ' Length ABSORPTI FIELD : Length of ch tre ch --� Depth of tr ches Sire of stone r- SEEPAGE PITS -- f x f t . size Stone size Size Type PIPING: _��--- B, d g , to Tank -------_ __—�-- Ta0 to Dist . Bo Dist . BOX to Fie dlpi _ parti'a7 t}peni ngs Seal e( Yes. LOCATION/SEPARAT feet Foundation to Tank ---- feet Foundation to Absorption �_--- feet Separation of Pits — Yes No Conforns as per plot Plan LOCATION OF SYSTEM ON PROPERTY : ( circle one) _ Left Side - Right Side Front - Rear 1Midd} e Front - Middle Rear SYSTEM USE APPROVE • YES No 40 Arrived ." Depart ui ding nsp o GEIVERrL. LN PE+CTIt71V REPI3RT Town of Queenshury Date inspection request receive Dept, of Community Development d= Building & Code Enforcement 742 Bay Read Arrive arnfpnx Qr Dep$ • ueensbury, NY 128114 Inspector's Initial LOCATION: t-���C � i'ERMTF �ht NAME: HATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS FoatingSJPiers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from f"=irng for 48 hours following the Placement ir,4 of the concrete. Materials for this purpose on site - FoundationlWallpour Reinforcement in Places - -� Foundation/Dampproofin f� ,� S C!I IIII3 Back6ll Approval Plumbing Urfasr.Slab Plumbing Ven n Rough Plumbin Beating n°ugh-Ifl — Foundation Walls Interi R- Foundation Walls E r R- �- Floors �"�—` c, '� ►h`T- ►. ' ` � 3 1 1 Walls Ceiling Duct work or piping, in unheated spaces R- oper Vent, Attic Vent No i'raming, Jack Studs/Headers ` BracinglBridgin1t`� i�' Joist Hangers Jack posts/Main Beam. Air Inft1tration Barrier Fire Separation I„ 2, 3. hour Penetration Sealed Fire Wail 2, 37 4 hour Firestopping Ep�SgURY g�yILtow CODE p�EORCEl4EN 7a2 Bay Hoad Y 12,80 � A queensOury (518) ?fal_8`?56 SEPTIC 'DISPOSAL SYSTEM INSPECTION Name Location � A Permit # Date an d;,,. S �.� SO-itT -Vest- f Percol at'i on tef Inch�_� Results o Rate-M + nu ( i f appl i caht e� TYPE Of SYSTEM= *� Len t AgSORPT10% EIELD : Tot Length of each t ench Depth of trenche Size of stone ►nber` ft . SEEP AG PITS f , x ..__----- -- yPe Size Size Size �- Stane ►+ PIPING to 8idg , Bo ►� Yank to Dist . dlPit arti gist . 8u. s �o ( i st w. ngS Sealed'' e f eet LOCATIONlSEPARA i._ - - f eet Foundation o V sorption - fe,et---, F ound ati nn is �" Yes Sep if on of Plot PI an RTY = Goof orms s e ON PROPS Con PTION _ Right Si de ( circle one) _ Left Side Front _ Rear _ P4iddl e Rear middle 'Front C,�ETITS YES SY5 _E APPR01[EDArriv DePa ed EEKSauRY BUILDING & CODE pf-O'PCEW:T "\ 742 gay Road Queensbury KY I— (51'3) "I61-8?56 CH SEPTIC DISPOSAL SYSTE" IgSPECTI flame �_-Y - C• Locati on l - P e ran it #�__----- Date11 SOIL TY Sand- am-Cl----- ay- � Percolation Test~ Results of Minute/ lnc�""_-------- ( if apPlicable ) Pte- TYPE OF SYSTIELD : Total Length Length Of ere h trench Leng t __--oepthof Sizeofst ft . SEEPAGE PIS i z ey� e Stone sizSizePIPING: __ _ __��{ d9 . toTank to D __- --it No pa-rti alYes Openings ATIO4lS : feet SEPAR LMATIO / Tank -- feet Foundation to Pbsorptio'' ----'�`- feet Foundation pits --Yes No separation °f per Plot Pl an conf orms as SYSTFx1 00 PROPERTY : LOCATTOl4 e) Right Side ( ci rcl a Rear _ Left Side Front Front - C L . ddle Rear Middle OWEXTS APP � ,t,, Y" C Arrived** t Depart in r p ctor i ju w:-) ' 1Ji{ V TOWIJ OF QUEEKSBURY BUILDIWG & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761 -9256 SEPTIC DISPOSAL SYSTEM INSPECTION N ame Location Date f -= Permit # � SOIL TYPE.: Sand- Lorin- Clay_ Results of Percolation ( i f applicable) Rate TYPE OF SYSTEM: ABSORPTION FIELD : Total Length Length of each trench Depth of trenches Size of stone num er- SEEPAGE PITS : f t x f t . Size Stone Siz Size ype PIPING : Bldg . to Tank -- -_Tank to to Dist . ox �--- Di st . Bc:x to F e1 d/P ' No Pa-t al Openings SeaYe l dYIYe s OMS : LOCATIOlf{SEPA feet Foundation t tank tion -^- feet Foundation t Absorption ---` feet Separation of Pits plot Plan Yes No Conforms as per PROPERTY : LOCATION OF SYSTEM ON ( circle Rear - Left Side - Right Side Front _ Middle Rear Middle Front co1*EENTS ►� �a �1 l = 7- � Mom . _ 5Y5TEM USE APPROVED . YES Arrived: ` -�' % Departed . - ,{ Ins cto , 4 a r TOMS! OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury MY 12804 (518) 761 -8256 SEPTIC DISPOSAL SYSTEMS INSPECTION Name Location Date - it� Permit -- SOIL TY -E : Sa�oam- Clay- . Results of Percolation Test- ( if applica le ) Rate- Minute/ Inch TYPE OF Sy EM: ABSORPTIONYED 1 Length Length ofh Depth of t Size of st SEEPAGE PIr Size - ft . Stone size PIPING : Size TypeBldg . to TTank to DiDist . Sox it Openings Se;sled ? Yes No Partial LOCATION/SEPARATIONS : Foundation to Tank XCfeet Foundation to Absorption -C feet Separation of Pits _ feet-- Conforms as per Plot Plan Yes ( ELD LOCATION OF SYSTEM ON PROPERTY : ( circle one ) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS "zxvA jtJC� t� e R�� pia SYSTEM USE APPROVED : YES NO Arrived : � Departed= , BulldWg Insp)6Ctolo­ S GENERAL IN� 'TYONREPORT Town of Queensbury Dept. of Community .Development Date inspection request received: Building & Code Enforcement 742 Bay Read Queensbury, NY 12804 Arrive am/pm Depart V= Inspector's Initials �-J a � NAME: PER 41 T # ck LOCATION: DATE : j ;L j CS -may ll TYPE OF STR RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wahpour. Reinforcement in ace I lot Foundation/Dam �G Il Approval F> Al-V F71 .- Plumbing Under Slab Plumbing Venv Vents in Rough Plumbin Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- ATOP 46U A L -t-05 61Z Floors R- Walls R- Ceiling, R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridgin Joist Hangers Jack PostslMain Beare Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin Town of Queensbury ~ Dept. of Community Development Date inwon Building & Code Enforcement �: 742 Hay Road Queensbury, NY 12804 Arrive anUpin Depart T � Fm ^� Inspector's L0itws NAME: �f3d�C�� (649J.,,� Gwax„+¢ 3 LC)CATION: J PERMIT # TYPE OF STRUCTURE: DATE RECHECK ufiooting&Tiers NIA NO COMMENTS Monolithic Four Form ! Reinforcement in Place T'he contractor is responsi ~e for Providing Protection fro S for 48 hours f Ilowing Of the con lVMatcr is f0 Foundation/Wallpour Reinforcement in Foundation/Dam n Ba Mk j Approval Plumbing Under S Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior 1R,_ Foundation Walls Exterior R- Floors R_ Walls R- Ceiling R.- Duct work or Piping in unheated spaces. R- Proper Vent, Attic Vent Framin Jack Studs,/Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Harrier Fire Separation 1, 21 3. hour Penetration Sealed Fire Wall 2, 31 4 hour Firestoppi.n