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98-494 7�' CERTIFICATE OF 'C �`C TPAN CY TOWN OF QUEENSSURY WARREN COUNTY, NEW YORK December 8 98 Date 19 98494 This is to certify that want requested to be done as shown by Permit No& i has been completed. SINGLE FAMILY DWELLING This structure may be occupied as a LOT 63 # 2 8 LEHLAND DRIVE Location MICHAELS GROUPr INC . Caner 'FAX MAP NO . 7 4 . - 2 - 6 3 By Order Town Board .�QVi�1 OF QUEEN ,��„ �Gi:ru4� Director of Bldg. & Cade Enforcement BUILDING PERMIT VALUE $ 147901OW N OF QUEENSBURY _ „0 J 4 / 4 TAX. MAP NO . 74 . - 2 - 63 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to Street, Road or Ave. OWNER of property located at in the Town at Oucensbury. To Construct or Oboe • other at the above location in accordance to application togetn Building and Zoning C7rd min arrnateon hereto filed and approved and in compliance with the Town of Oueensl�urY x. OWNERS Address is 1810 ROUTE 9 LAKE GEORGE , NY 12845 4. CONTRACTOR or BUI LOE R'S Name MICHAELS GROUPr INC . 3. CONTRACTOR or BUILOER'S Address JIM CHANDLERr PROJECT MGR 1810 ROUTE 9 LAKE GEORGEr NY 12845 4. ARCHITECT'S Marne NEW YORK HOARD "�T3t BOARD OF FIRE UNDERWRITERS [AS E of Construcsio" — #Please indicate by KI ,SINGLE FAMILY DWELLING # I YYood Frame # I Masonry # 1 SteelNS end gaeciflarl ns021kaSQ FT SINGLE FAMILY DWELLING WITH 2 —CAR ATTACHED GARAGE PER PLOT PLAN SPECIFICATION'Sposed Use INGLE FAMILY DWELLING 253 August 19 19 2000 $ PERMIT FEE PAID — THES PERMIT EXPIRES a {if a forger period is required an appticatlon for an r■tensMoa must be mssie to the 8+d1dlrg and 7onUg inwaetar of ttm town of pueensbury before the eepiretian d4I.1 19 August 19 1998 Dated at the Town of Queensbury this Day of Ill. rAVIIIIII, ' - mow for the Town of Oueensbury SIGNED BY age.Byi and 2anolnp trespal vulld ifig Pcvnttit Application 7U l wn of QN(.'[-'1J.5'IIJi' y - Uc fd, Dewclulvimuf, 742 llrly Rend, Queelubmi jr. NY 12&M f761-82561 r3IIIL " Irvt, tre GoVEr IrNFORCEAIENT lZe(plircllicllls prior to issuance + or lliis pernik : PEIWIT FILE NQ. I 53 LA tiil ultrst i)e oltlnirlcaf ing canlstrucliorr, Mat insltecliuns Zurilr# Board Action Iw#11mlrFEEPAI1. j , made mail nl,l,ficnid lins received �- F*'ID litill.l]iTJ0 I'TiltAil V. A!I r'rva I tlec i ECREA7ZON reig ti9" �el,txs corrtl,lcicd ntn#- Ilic siKranluic U 111"fining lArx nd Action IW#VIEWUD 13Y." nlrlrlicnnl roust nl,lrcnr on tiro 51'#i ! S +blivisirrlt / Other Building huirccrar liou Crtrrrr, Itecicntiosi I m Pnylucnt /'Llrlrlic:xnt: 11te 8I �clrcte ( � C-•�wtrlr , Tttc . C7wncr : Same /lticlla;ss: 18 f 0 Raute 7 , Lake femme , MV f 28Adciress: , 18�) _668 - � 3316 t'llorit Tax Mal) Number ------f Suhdivisicttr M:nilrc: � Sectiosi Block Lot NATURE OF PROPOSER 4#t RK0 ESTIMATED MARKET VALUE o x'tIE _- -,y"._ rrew M ,. 1d i fig : cvrrs�.'FZ�[IC".'.[' xQN : Gt'l� residellce / commercial Add .iL tort to I3ui -lding : r_ c: i-r-Iericc / cc>rtttner.'c iftl OCCUP"CY ItTFQIs�U1TIQlI ! h -I. t r. i ;tt . i-rtis t:c� Lsrt .i -tcli. rrcl : Primary Puild.irig - l. eaialenurs / cctiruitcrci al ?{ Siliglo r aui3,. ly Uwc: lllrig Itesi-cienc r. / Gotarrtierci�-tl TWO F"aniily Dwelling no cllrttiye to exterior [Ilzo Family Dwelling office OLlier Work ( describe below ) Mercantile B Manufacture'"s )• - Other GILOSS AREA or PROPOSED STRUCTURE : 1CJ�' �--� /i/ram It ,i►DDITION , what W111 use 1sL eq : t � ox new addition be ? 2nd .Floor . . . , " , . _ c`�. s ¢ Lt NIA ( ,lot unf , illsiled � cellar nor basen ACCESSORY BUILI7IHGl5 : Ch Detached Garage 1 , ca "1't7'1`l1i, L{7tJI2 AttEl� : .` Att:aclied Garage 1r 2 C8 • -0 SQ - Private Storage 8u11 I ng S , Zg OF NUw s ,rRUCTURL Commercial Storage Building #r OLlier 1 r3uercl.iL 3_u !i "t'l' lte : l'otc�t r[ Will ally second- hand or ungraded iJttltrt� cr.' of Stories : __ lumber` be used? If sa , ioiC what? ( habiLable apace only ) 7 I l[ e ].ght ( grade to ridge ) : G feet. TYPE OF , HEATING SYSTEM : pL Number of fireplace " and /oL-"-wfoocTst+�ve ( circle all wills Lee )to be installed 1 Electric / Oil. Gas Other Forced [lot Air / Person responsible for su ervieion v .f wo k ae regards to building Polo f'hr i'�' bdutlLt or Eric RiCe_r-- codes is t rtS_�taur� —,_ _.. tom' A - - r ess �' �}Vr 2945 519 - 668 - 3376 nulIder : 11l.e 1�i [ iltrzef.5 {;nau_I� . 1ltc . 18 0f2 e . 9 , i -elite Ue�f+ ce Plumber : rf-aua 1'�urrrUl3t, 1dA l'ulifz tivadR1280 518 - 798 - d3 9 Ma non : 1Jl ast r11e �3sr ar✓21i8 .__�r� ►3� - .t° e. Ry - !s' iectrici. ati : J �f_etre 't f Prir �+ ic �Up #¢ � t 5 zeiir {.�ifV [ 731i& Sib - 31i - 4922 D CLrllt� VON.� 11cose slgfr below aflei` yvrr Irfsve carefrilly read floe sfuter ens. To the nest of my ktiuwledge the s€.-lientcnts cumained in this applicatioll, together with the plans •id specifications submittcd , are n true and comtticte stateruent of all proposed work to be done oil ciescr iitcct It+ cmiscs ztncl plat all I>rovisious or tiie 13ntildirtg Ccx1e, file ?oriing Ordinance and all laws Itcri xining to the prttlxnsed work shall be ct>rrtlti.icd with, whether specified or noted, and is work is authori ed by the owner. Fuither, it is understood that 1/we shall subrttit prior to a • of occllpancy'vr Ceitificate of Cotripliance being issued, all AS BUIi.T PLAT PLAN by .rr-vayor; drawn s , stsuwill lual location or project oil premises. ,.tin-C: . (owl; tier's agell% architect, contractor) TOWN OF QUEENSBURY Fee Paid BUILDING & CODES DEPARTMENT Permit # APPLICATION FOR : PORCHES- DECKS- et flOCKS & BOATHOUSES Est . Cost A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONS1`RUCTION . PLEASE- ANSWER ALL OF TliE FOLLOWING : The undersigned hereby applies for a Building Permit to do the following work which will be done in accordance with the description , plans and specifications submitted , and such special conditions as may be indicated on the permit . TWO SETS OF STRUCTURAL PLANS SHALL BE SU13MI3TED WITH THIS APPLICATION . Owner of Property : +y1A( fu o Phone # � D [[rr> ��P . O . Address - _ — Property Location lj)�_ 400) 4 eAAA& L� Tax Maur # Subdivision blame ( If applicable ) Lell " iF-S -' PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CHIDES : Name : � Q � Address g..A Phonefl BUILDING SPECIFICATIONS : REC FEE Type of work to be done : Porch ec Dock Bo Ause ( Circle one ) Size of Structure to be built ( square footage ) : Foundation Material : Width Thickness Depth of Footing , below grade : Size of Posts or Studs : x x Long Size of Floor Joists : x x Span Decking or Flooring Material How will Porch or Deck be fastened to building ? If Roof Will Be Installed , Answer Fallowing Questions : Size of ' Posts or Studs : x x Long Roof Rafters : x Spacing Span Roof Trusses ( pre-engineered spacing ) : Span Type of Roof : Sloped Flat Shed Other ( Circle one ) Material of Roof : ZONING INFORMATION : TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED , drawn reasonably to scale and attached hereto , showing clearly and distinctly all buildings , whether existing or proposed and indicate all set back dimensions from property lines . Show location of water supply and location and configuration of septic disposal area . Size of Property : ft . x ft . Existing building ( s ) : Size ft . x ft . Size ft . x ft . Use of Existing building ( s ) : Proposed structure , distance from property line : Front yard ft . Rear yard ft . Side yards ft , and ft . If on corner , setback from side street : ft _ DECLARATION To the best of my knowledge and belief 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 not , and that such work is authorized by the owner . DAT1 : SIGNATURE Owner , Owner ' s Agency , Architect , Contractor `REVIEWED BY CODE ENFORCEMENT OFFICER , DATE SIGNATURE PPIX"Ca Ion SEPTIC IC DI _POs.7 AL PERMIT l SCAMP LiL-'GT+tVIsD Location of property fur I1151.41li lttakl: rI-1zM1-10 Nvr.t131~ll ©wwner' s 1Vante. The i cftivaka GtLougs LLC l l Address: _ 181 G Ra{lrit----- Lab-e Cvnnga Ny 1 ,74 :15 instalIer' s Natlte: FA.Zec'tran Ex=vat. ng 1-1 -AA ]'AID Phone # : { } 518 - 639 - 4035 Number of bedrootus (if residential ) : 'Total cl:sily [law (residentiat - cans put a QV l $0 gal. per bedrrxsm `17olvogrnphy: = Hat �Q-t Ralling © Stccl� Sletlse °i, of slolic Soil Nature: F 'n Solid Teaarn Clay = Other /Dci,th: 30 tiaround Water; at what dcpth7 L'cet Bedrock or lmpervitsus Materiai : at what dept10 fact Percolation '1'cst: ] Not Required Requirad/hate r tit in. per iticl, outnektic Water Supply: © Municipal Q Well otlser lfdntcstic tivatcr sup;sly is a i :i .I .: water s n VJ ul,lxly frt},u any se;-)kic airsorption is loaf 11ftC71aCTSi:37 SYSI•--- �KJ / Septic tank- gel. (tnirt, tnut,t size: I,Oilt) gal. ) 1 'Iilc Meld: cacEt trench fact. / total system lenh gt feet. Seepage I'it(s) : nutnlicr of NIA J sire cac[a: ft: x ft. Size or storto to tic Used: # 2 6tone. J depth or thickness feet. 1101.131NG '3'ANK S'YS1-11M : (i r required) Number or tanks: NIA -Size Or aaclt: gal. Alarm systerrt ettrd associated electrical work to be inspected by a eertifred agency. For your protection, please mote that pursuant to Section 136-29 of the Code of Ilse ?'osrn of Q,eeensbury, any perrrtit or itpprovrrI ,granted which is based itporr or is granted in retfanee mole any tnaterial misrepresentatio)t or frilure to crake a material fact or circnrnstance ktra,vrr by or orr beltaIfofa11 arplicant, shaft lee s•oid. t have read the regulations "4111 re,stre:ct in this application and ergree to al, ide by these and all requirenrent.s of (he 7"osrr, of Urtr el" [tr • 5arritary ,5ewage Uislro.syl Ordinance. sitanatrrre o rretstron sib le rJersnr:�''�~ ,r l.3erte: &/ bed home -SC IV(ll j TOWN OF Q U.EE BURY 742 Bay Rd., Queensbury , NY 12804 APPLICATION FOR SOLID FUEL BURNING APPLIANCES ANDCHIMNEYS C, — Permit No. Date APPLICATION IS HEREBY 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 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 form if ,more than one appliance and{or chimney. Applicant APPLIANCE (check appropriate boxes) Address `C ! Ut t � ❑ STOVE: o Wood ❑ Goal ❑ Pellet fl Gas ❑ FIREPLACE INSERT FIREPLACE, _ Zip IfG ' J`` FACTORY-BUILT. WWoodGas p — ❑ FIREPLACE, MASO RR Phone � i �l � � © Wood ❑ Gas Owner � :!� O FURNACE; ❑ Wood ❑ Gas ❑ Oil } Address IF NON-MASONRY APPLIANCE Manufacturer: Zip Model : Phone CHIMNEY (check appropriate boxes) * EXACT ADDRESS of proposed construction MASONRY; ❑ Block ❑ Brick ❑ Stone - ��16: 01 (P l'd W lti ' FLUE: o Tile ❑ Steel Size: inches CONSTRUCTION 1 INSTALLATION MUSTFACTORY-BUILT: CONFORM TO NYS FIRE PREVENTIC3N & Manufacturer: NModer; BUILDING CODE. CONSULT AVAILABLE Listed By : TOWN OF QUEENSSURY HANDOUTS ❑ Double Wall oTriple Wall REGARDING REQUIRED INSPECTIONS. 0 Insulated o Chimney Liner Direct Venting Cashier's Department Town of Queensbury, New York Dept: Fire Marshal Amount Collected Amount Refunded Code Number Title A 173 3389 (190) Public Safety A 233 2655 (230 ) Minor Sales �,.. Fee Collected From or Refunded to: Address: Dated : - Town Clerk or Deputy: ef ' " t White: Applicant Green: Fire Marshal Yellow: Bldg. Dept. Pink & Goldenrod: Cashier's Dept. TOWN OF OUEENSBURY BUILDING & CODE ENFORCEMENT 742 13AY ROAD OUEENSBUR.Y NY 12804 ( 518 ) 745- 4447 AI'LR I Cif' FINAL INSPECTION REPORT - RESIvENTIAL . DATE INSP ^ CTION RE EST BBC IVED : NAME LOCATION DATE PERMIT '� f TYPE OF STRUCTURE 1 FOOTINGS FOUNDATION HACICFILL FRAMING _ ROUGH PLUMBING SEPTIC INSULATION FINAL ELECTRICAL WOOOSTOVE OR FIREPLACE N A 6 �- CHIMNEY HEIGH VENT It I T PLUMBING VENT ROOFING EXTERIOR F NISH 4 DECK. PORC STE S L RELIEF VALV S FU ACE WA R O E T N j INTERI T I P IVAC 00 S E' INISH L OR : � BAT K T HE WA IG T OTHER FLOORS 'SWEE AB E . OTIJER FLOORS ARPETED STAR CLEARANC RAI INGS SMOKE DE ECTO S BATEiR 4 FANS ! gLViLBI�1'C' FL7CTURES - . FC?UNDATSON SNSUL TION i CA AGE FIRE PROOFING DOOR CIASERS FINAL AL SITE, PLAN VARIANCE E A.L SUR�PLOT PLAN pK 'kO ISSUE C 6 OR C C MAP REFERENCE: LEHLAND PARK SUBDIVISION PHASE TWO DATED: MARCH 27, 1998 REVISED: MAY 1998 BY: VANDUSEN & STEVES LAND SURVEYORS N an D u s eh 8c Steves Land Surveyors, LLC LEHLAND DRIVE LIU fLEC 'MLO I ON'ATV W O � �o 6 4 �°° N O Z 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A MO.ATION OF SECTION 7M SMI -DMSOi ]. OF THE NM YOM STATE EDUCATION LAW.' 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED NTH AN ORRNUL OF THE LAD SURVEYORS �SHALL N)>�,oBEYALDTRE JOSEPH CERRFlCA710N5 NOCA11'D HEREON STOREY THAT TINS SURVEY WAS PREPARED N ACCORDANCE NTH THE EXTSTN0 CODE OF PRACTICE FOR LAID SURVEYORS ADOPTED SY THE NEW YORN STATE ASSTCIARON OF PROFESSIONAL LAND SURVEYOR£ SAID CERIFR.AMONS SAL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AID ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL S85'41'20"E 142.00' HOUSE 63 21,584 sq.ft. 0.50 acres 142.00' N85'41'20' W Map of a Survey made for P. & ELIZABETH A. McGINNIS 37 Chester Street Glens Falls, New York 12801 AGENCY AND `�' M 1N51HEREON.""RDN UMED HEREON.AND 1O THE ASSONEES OF THE LENONO NSRNRW.• Town of Queensbury, Warren County, New York (518) 792-8474 New York Lie. No. 50135 62 NO. I DATE Iq 9 9 C AIM I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO: Joseph P. & Elizabeth A. McGinnis Home Fundin.g,,, Finders, Inc., its successors and/or a"100 ,° Chicago. tip ^nite,Company CERTIFIED BYr/` S/ ,LLS NYS 50135 DATED: December 7 DESCRIPTION atel ULt LM±5LK cale 1'=30' S-1 SHWrIOF: I McGINNIS DWG. NO. 89423-63 74-2-G3 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 BUREAU OF ELECTRICITY f 111 WASHINGTON AVE. SU BANY, NY 12210 DE;CVIBER .low 1 *`+t3 ,Date .on„f�e4q=I THIS CERTIFIES THAT only the electrical equipment as described below and introduced by lieant na ed an the above application number is in the premises of 71FfE; I" ICILI FMS :RQUY, v18 L.E7HLANI7 DR . lr(.)T 6 :'r , OUEE,NSBUIZV , tly xAI in the fallowing loco DHn.��� ',A arc?7L3 e7?Qo Yst Ft- En and Fl, section Block Lat was examined an and found to be in compliance with the National Electrical Code. RECEVrACLES SWITCHES W.FIXTURES RANGES COOKING, DECKS FIXTURE COOKING, OVENS DISH WASHERS EXHAU57 FANS FIX INCANOESCEN FLUORESCENT OTHER AMT. K.W. AMT. K-W. AMT. K. AMT. OUTLETS F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEELERS SPECIAL RECTT. TIME CLOCKS BELL UNIT HEATERS M SYSTEMS ET pIMMERS AMT K W OIL H.P- GAS H.P. AMF. NO. A. W. G. AMT- AMP. AMT. AMPS. TRANS. AMT, H.P. NO. OF FEET AMT. WATTS .t r i 2 .I4 SERVICE DISCONNECT NO. OF S E R V k C E EnOVER A. W. G. A. W. G. AMT. AMP. TYPE EALIP- I @ 2W 1 @ SW 3 @ dW 3 @ 4W NO. OF CC CONS. A. . G. NO. OF HI•LE6 NO. OF NEUTRALS OF NEUTRAL PER @ OF CC. GONrh. OF Hl-LE'G s 15t?+ f_B 1 X 1 OTHER APPARATUS: P0,5T LIGHT-- " G .lr. C . if . -n`cX. T F'iRE SE2 �L.rFiL.fE3C7FsL E..'.1_.1xiE.':f i)rILLrIAI-I D . IIC"FAR7'440N 4�dA2:I.RU�, y t• GENERAL MANAGER cr Per This certificate must not be altered In any manner; return to the office Of the Board if incorrect. Inspectors may be Identified by their credentials. NOT BE ALTERED 1N ANY MANNER. Copy FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST RES@ENTIAL FINAL INSPECTION REPORT Office No. (518) 761-8256 Date inspection request nx4 ived: � .Building & Code Enforcement r , ti Dept of Community Development Arriv pa Town r Town of Queensbury inspector's Ini 742 Bay Rood Queensbury, New York 12804 NAME PERMIT # LOCATION DATE TYPE OF STRUCTURE NIA YES NO CONRVIENTS Chimney HeightPM" Vent/Direct Vent Location. Fresh Air Intake Plumb 'Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30" to 36" Exterior Handrails, balconies, landing 18 im or more Interior Handrail stairs both sid se 3 or more risers Grade 2% away orn foundation 8" clearance to si 1 plate Gas Valve shut-o exposed/re bove grade Gas Furnace shut-o feet or wi line of site Oil Furnace shut-o en ce to ftunac FumaceJHot Heater Re ' ve(s) installed Headrown, 6 ft. 6 in- on stairs Basement stairs., 6 ft_ 4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish BathroomA<Achen watertight Interior Handrails Balconies/Landing 18 in. or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected (in garage) Light ventilation per room Safety ,glazing 18" or less from floor Final Electrical Site Plan[Variance required. Final Survey Plot Plan As Built Septic System layout required Okav to issue CIC (Certif. of Compliance) Okav to issue temp. C/O (Certif. of Occupancy} Okay to issue permanent C/O (Certif of Occupancy) FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURYI NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT ERMIT #` 7 — ffq REQUEST RECEIVED _ � eci -}— — NAME LOCATION ( ' - SCHEDULE INSPECTION ON _ --- - AM PM ANYTIME APPROVED NIA YES NO EXITS — AIsLE WIDTHS -- EXIT SIGNS ---- - EMERGENCY LIGHTING - _-..-- •--- -- -- FIRE EXTIN UISHERS -- -- -- -- • - . _ - - -� FIRE ALARM STEM - FIRE SPRINKLER STEM - FIRE SUPPRESSION SY — HOOD INSTALLATION INTERIOR FINI ES -STORAGE: -.-.- LEARANCE TO SPRINKLERS — CLEARANCE TO HEATING UNITS - -- - - REQUIRED SIGNAGE - --- .- ------- — - CHIMNEY -- - ---- - - - --� -WOOD-STOVE ___ --- --- - - — -- }FIREPLACE - MASONRY - -- FIREPLACE - FACTORY BUILT , ' -- — OK TO THIS DATE REMARKS: /� ` kl 112 AINS GENERAL INSPEG'TIC11V REPORT Town of Queensbury Dept of Community Development Date inspection request received: Building. & Code Enforcement 742 Bay Road am/pm Queensbury, NY 12804 Arrive �fG am/pm Depart Inspector's Initials NAME: /// PERMIT � DATE LOCATION. TYPE OF STRUCTURE: RECHECK N/A YES NO C©N RAENTS 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/Wallpour Reinforcement in Place Foundation/Damppr fin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P e Rough Plumbing Heating Rough-In insulation_ Foundai ion Walls Interior R- Foundai ion Walks Exterior R- Floors R- /1 Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headcrs Bracing/Bridging Joist Hangers lack posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2. 3. hour Penetration Sealed Fire Wall 2, 3 . 4 hour Firestopping 11 " GENERAL INSPECTION REPORT Town of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcement 742 .Bay Road Queensbury, NV 12804 Arrive am/pm Depart am/pm / ,�' Inspector's Initials r - s- NAME: _ •'��', U`#' PERMIT # - ` T LC CATION: DATE : TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS FootingsfNcrs Monolithic Pour Form Reinforcement in Place The contractor is responsible for / providing protection from freezing 3 c d ec for 48 hours following the placement of the concrete. Materials for this purpose on site FoundationfWallpour � ���/ ' , �,, R �, ,F� �'•:�!`S Reinforcement in Place Foundation/Dampproo n Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place •+ Rough Plumbing Heating Rough-In Insulation_ Foundai ion Walls Inte or R- , Foundaiion Walls E or R- Floors R- Walls R- Ceiling R- Duct work or piping, in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging ng Joist Hangers Jack Posts/Main Seam Air Infiltration Barrier Fire Separation 1 . 2, 3, !sour Penetration Sealed Fire Wall 2, 3, 4 hour F i restopping -;_ . j FrovM CouglSS oodtmy 877-OSRB Ext. I5 282 Ushers Road Clifton Park, N.Y. 12065 (518) 877. 0586 Fax: (518) 7-4679 To: P�ag�Rs: Re: ❑ Urgent 0019or Reviow ❑ si+ Conunont LO plwkse Roply O Pla"O PAWYCie e Corner its: Lot me know if you have any questions or need Sdd WOAl f info. '.bib ► �^- � �,,,.k,,�.�!�.�1a��� �, ` ` How 70 USE THESE TABLES I Determine the live load deflection criteria (MINIMU RITERIA PER CODE- the 3. Select the ohe column untac igyov prefer, 4- Scan down e the span of your Application LJ360 or IMPROVED PERFORMIANCE SYSTEM - L14 and locate the 5. Scan eft nhe row to locate the TJtei joist sorjb ar d depth whrGlx ttatisf % o yur appropriate Gable.Identify the loading condition (40 PSF LIVE LOAD 1113 F DEAD LOAD or condition. 40 PSF LIVE LOAD 120 PSF HEAD LOAD) and mavc tO a appropriate stCtion of the table. QV£D PERFORMANCE SYSTEM M1N1MUM CRITERIA PER CODE Ll4s VE LOAD DEFLECTION L1360 LIVE UDAD DEFLECTION DEPTH TrIs/Pro"' 12" 0-t, 16' O.C. 19.2 O.C. 24" ox. DEPTH I�fPro"' 12' o.c. #i' a.c- 2" a.c. 24" o a 150 161-11 150 1S,_5., 17 14 -11 0 9Ve" 250 11'-g' 161-1 " 5t 77M 250 19'-6- 17,_ 14„ 1d•_ 10• 15 -S' S 9� 17'-4" 15 -0- 20'-4' 1 &' 10' e t 150 20'-1 " 180.41 " i ISO 22'_3' 15'-q' Ct4t 2.50 21'-D' 19'-z ' _3" 0. O„ 1S'_g.. a1 srl � 7 t7' tit " 230 23' _;" 2 z, I1Aw 350 22'-S" 20'-5' 19'-3" 11�jfs" 350 24'-10' 22'"81 f '-4" 9' -11 "• In F 1 '-ip" 22'-is" a t 550 25'-d" 23'»2' 2 40 %c 350 2'i'-2- 25'-8" I 4,_2. 21 '_9. 20' _6'ry 18 _ 1r i2; 2, t8., I1 ",21 230 23'-14" 250 26'-5' 24 -1 23'-2' 21'-10" 20' _4...d1 2ff -2 ' 25' 8' 1 _4 •i2r p #I" 350 2S'-6' qs 14' 350 2g•_1 t • 26'_3" 24,_9' 23' -G 29"-1 ' Q 25'-6'" F 260 i21 18'-t t `i1' 5 (z1 s'� 250 2d"-5" 2a•-1 ' 22'-9' 250 29'-3" 26`-8"r t8' - 11 ' 25'-S" 24' -2_rrf • 21 •-4'%2: _, 21 ._i1 a, 1b" 350 2g'-2" 16' 35O 31 '_2.. 28'-5"i 6 (,1 26 -4. r;r73 g 550 32 _0' 2gr_r . 21' S• 550 35''5" 32'-3 4" 150 1.6'-ll ' # 5'-5" 44• -7, 42 _a• 1 150 15'-8" 0 91A2" 250 Id` 1 " W-2" 13 5' ld'_6" � � #SO 24'-# ' #8'-4" r5'-8" 12' _6.. ^' # 50 IS'-g ' t2•_6., {:1 d 250 21 '-t4' 19'-2" t$'_1 «rr} 15" _q •,x' 22'-3• Q • 1 ! 19'-T '�2' t5'^9" t fa? 250 23.-34 IL 11 /a" 350 22'-5" 20'-5' 19'-3 ' IL 350 24'-1 t 550 25'-6 23''2" z1 "'10' 20 _3_' '1 t1't 550 27' I" 3'-11 ' 22'-3'{')1a} �'+ 250 rrl z3 15 .9,. 1T y ri 23'-14" 2r "-9" 19 4 250 23•.2"fx} 19'-9""' is -9' O (xl 1'-iq'frl 17,_9. .. 25'-6' 23'-2` 2 14" 350 2 2" 25 -1 (21 22' •2" 'ti 17 '.4"rn 14" 550 " 550 31"-7" 28'_9' 7"_1 'Is1lzf 22 ,_5. ",Irzi 550 21"-11 • 26'-3 24'-9' 22'-5 - 250 26'-5' 23 _8 �d1 I9"-9'i21 15'-9 '"} 250 29'.116(=l 23.-S• W 19 _9•�2; 15,_q" W � � 16" 3S0 31 '-2'(0 2d'-8"itr 22'-2'+" 57'-9"tt! ,"'J, #d" 350 26`-2' 25'-S" 22 1 fs}(!} + , 1 " 2V.S. 22,_s,r,r.z. 550 35'-0' 3# `-la"i1 8'-1 "1rltzrr 22` 5 ,r3{:� not 3r-0• z9 - a Long term deflection under dead load which include+ t elect or creep, common to all wand member, has not been considered for any of the stare applies Of C 'Shaded spans nefiect initial dead load deflection exceeding 0 33 ich may be unaeceptatalel for add;tianal information, refer to auf T1-&elm or T'J-Xpert- software or contact yn,•r Trus joist MacMiftn rtprasentative (1 ) Web st&ieners arc required in hangeft when the TJ14 +Pr 550 joist span ,s greater than th.e .pan& shown in the f2ol�F nDg�taabbls LOAD 40 PSF LIVE Iaeol 1, 12 PSF b i0At7 40 PSF LIVE LTI IPta'" 12' o.e. 16" o,i. M2" t 24' a.e. 12 o.c. 16" O.C.0.c. o.c 24" 0.c. Ila NotRequircd Not Required 28 22 -11 " NatRequ;red 29'-f0" 24`-10" 19' uired at intermediate terediate suPFarb Of 'nwauc span joist in condttloM where the intermediate bearing width is less than (2] Web stiffeners are fin q Sera` and the span on either side of the intermediate b ng ;s gntaLer than the spans shown in the following title: 0►a�.se41� • .? F t9 2' A2D4 a, >ct.a. 124 o0.cP,S F LIVE LCwM.D.. 2G P3F DEAD LO SO 24" 0-e. Web Stiffener Not Required Web Stiffener Not Rt4 d 1b -y Not red 24'-3 " 20 1b'-1 " 26"-11 " " 20'-2" . 15'-4" I " 30`-9 " 23 -I ' 1q'_2• Not Required 27'-8' 23 '- E'-5 Not Required W 26'-I1 • 21"-6"' Not Re weed 25'`8 12 PSF Dead Load at Tlird'1 pro` 550 inlets ""22 p Dead Lead at TPS?Pro' 554 1015b. GENERAL NOTES WER STIFFENER RF0UrREP, FLATS Tables are blared on: ■ Required if the sides of the hangef do not laterafty support the TJ4s joist top flante or w Assumed composite action with a single layer of ap Ate span- gerfootnates on pages 20 and 21 . rated give-nailed wood sheatt%jng for deflection o Vsf+a^s sh};I a End 8earin s. TJI1'1Pron'" 150, 250 of 350 jo;stc - mat requircd- reduced 5 r when ahcathing panels are naitcd on ft TJltl6JPro"` 550 joists - may, be required in hangers {sac foatnOte f atx+"•e1. e i„lniformly loaded joist. as Intermediate Bearings: Not required at intermediate be?fin; %Owfe joists are AsIncrease for repetitive member use has been includ continuously spanned and the intermediate blaring is at least be wide. or e Spans shown are clear distance between supports. intermediate supports less than 5sfa" wide, ss"eb stiffener may be required e Most nestricti\"e of simple or multiple span. (see footnote 2 above). 4 for loading conditions not shown, refer to PLF tabs an page 11 , ------- I Joist Materials ------- TT�1� 17 7 8" TJI 155P of tkL.l (JTpL,L'16Ly Lmgl�„ oc T1A / / 9. 2 '6" T2 T3 2. 21'6" 2 19'6" _ T4 1, 16'6" T5 1. 15 00Eory 1 o SHADED AREA DENOTES 2M JQ - R TRUSSES O 24-O.C. T6 1. 1 V 6" a- cp T7 1-71 fW 1/1e T8 I 5' 6" ,...r 2. 3'6" � ......,. ..;z.B.HOR s �E. �N OTE T9 3 g'0" _ ,......-�-,-..::,:...:;;.if{';i'"'.";?fi .•'.' N TET106 76' 0"'i°iT71 9. 17'OE�BJN CDNj T72 6, 1$'0" ra'{tti{v.:ri. A4 ' i ----- ----. (4r Mz > A¢ z.-2.10 HDa LVL, PSL and LSL Materials - 1 TI ,rII 2 " ;.;i2;:;``: �:-I �_�_-� =� Type 3.raducl -Quantity_ Lengttl_- Mto.�-B.cg.__ H H _ �� k�7�y ', /I ` Mi 1 3 4 x14" 2.0 ES Vicrollom LVL 2. 12'0" 3.50" UPSET GIRDEk "- iO-0 M2 1 3 4 11 7/8"2.0 ES Microliom LVL 2. 12'0" 3,50" r II I I I 1 1 1 1 I 11 1 0l 1 1 1 1 1 1 1 1 y M3 2. TO' 6" 300" I I I I I I I I I IV i I I I I I I I I I I (� I I I rvl I I I I I I I I I I. I 161 i N M4 1 3�4 9 7/2"'2.0 ES Microliom LVL 2. 6 0" 2.00" _I`7 Il��ll---fii�jj MS 2 5'0" 7.50" T7 M6 1 3 4 x11 7/8"2.0 ES Microllom LVL 2. 16'6" 3,50" i y '�, M7 1 3 4 x16"2.0 ES Mdcrollam LVL 2. 10'6" 3.50" II m I 1 1 1 1 1 1 I- I I I I II I I I 1 1 I I I I T1 I I I I / I I I I I ------- Accessories and Other Materials ----- I 11 7/8"" M�dOL.r T'zb Stiffeners T-Q OD-L I �• J( I I - I ( "I - 16 I I I I ( I I 11 7/8"TJI/15SP Backer Blocks 8. 8"pcs. T I 11 7/8"TJI/15SP Rim 43. lin. ft. I I I 1 1 1 1 1 � ------- Connector Table 71 � IM31 2{l0�tb 1 -2.4 POST ID@ Jdadel-Bulahu_ SkeW_SiP-Itl°no L::22 ____DescciDtiorl---- H7 W 211 1D SNGL 11 7/8'TJI/15SP joist ON LSL.LVL or PSL ''�Ai 1 1 I I I 1117A a.3a T IH2 U 210 6 SNGL 11 7/B-TJI/ISSP joist ON I-Joist (1)11B112P 78 Hz I I 1. 1761 I i ''16 iI B}- n (1) Web stiffeners required. N T82 t' - ._. Mh_._._ III III IJ u-) _fn I I 1' I�I I I I If 2 yy 'Jt' wrn" I I I I 1 I I 1 111 d5 �,y: q1 umnu ml out ImN eed dmoi 2'cantilever header &3 hangers cANFIEVER Tire O p¢ ? I I I A 121 1 I DPL 4 BDRM.CONO. N712 (backer blocks not required) C 9 N E RAFTER 0.R AAND DENOTES 2+ psi Ipc AT �•�` RAFTERS AND CJs O 24'O.C.��_ z-z.To HTa~ T7 0, O TJI blocking panels IPLANT IEOR PDDGE 0 4 BDRM COND. -� 6 9 /I.6 SVB FA5GA �- bSeoln eeg�mnq "V- _./ 2-2.8 DROPPED BEAM-./ N p.I mx,u1 �1 Double TJI blocking panels SECOND FLOOR FR,AWNG PLANM4 _ -0-- Rim Joist '+< tlkeles mwe Ines 3-bearM ; U Z GENERAL NOTES �:d1>M¢RD.w E q q4 z r " Q� ea, w a I.MICRO-LNA BEAIAs AND TJis TO OE INSTALLED PER TRUSS JGST TORPORARON indicates mm�,/q:dn H B aal(tn panels where ShOWn A� 'G$S NFL' RESIDENTIAL PRODUCTS REFERENCE GUIDE > .ae.um the eea.hq wn O &3/4'�CDX closure 2.AL 2X,HE ERS AT BEAPoN WALLSATER/() TH�5-0 ALL BE SUPP TED Y 2 2x4 2 N6 STUDS AT EACH END(U.N,O.. 40 PSF Li (1007 Stress) 3.® H 1FHR[AMI9NpG IAqq[[FFMBERS 6'(7.EAR i 12 PSF Dead Design assumes glued and nailed deck TORE AN1 SHOWERS UIMEN95ay501RNOICnT�O TDB, - 52 PSF Total Loatl L/480 Maximum Joist LL Deflection ARE FROM CENTER LINE OF DRAIN 4.ALL FRAMING MATERIAL SHALL BE . 12 SPRUCE-PINE-FIR OR BETTER 5.FIR WAFERwWD RULED&SSNCREWEED H652 COOPER II 6.PARTITION UNDER PAR LEE 16.O.C.0 NON-BEARING WALLS. i6 O.C.0 BEARING WALLS. SCALE:I/8=1O REVISION DATE 6.�INDICATES SEARING PARTITIONS ---'---- -- /��Q] p 9. OF FN STUD ggLOGINCC TO UN JR$DE DRAWN er:D.GoorREv I-�t7.o0 OF FLOOR SHEAMING Fq2 TRANSFER OF POINT LOADS. 10.ALL EXT.NON-BRNG.HORS,SHALL BE 2-20 ON FLAT U.N.O. PATE:305EPTEMBER•1"7 SHEET NO. TOWN OF QUEENSBURY FIRE MARSHAL QUEENSBURY, NY 12804 (518) 76 1 -820S I i' FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED NAME or LOCATION i DATE PERMIT # r APPROVED EXITS N/A YES NO AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING r FIRE EXTINGUISHERS AUTO. EXTINGUfSHING TEM HOOD INSTALLATI AUTO. SPRINKLE STEM ALARM SYSTE fNTE FINISHES STORAGE. CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS I REQUIRED SIGNAGE f i 1 CHIMNEY 1 WOODSTOVE FIREPLACE - MASONRY FIREPLACE - FACTORY BUILT i REMARKS: K TO THIS DATE i lr-6414544 fON a, lNspsup.pLJB fNSPE T R GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: _ Building & Code Enforcement 742 Bay Road Arrive A 3U am/pm Depart am/pm Queensbury, NY 12804 Juspectoes Inirttiials _ PERMIT # 0 LOCATION: DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COM[r* TENTS Footings/Ylers I Monolithic Pour Form �- Reinforcement in Place, The contractor is responsible for providing protection from freezing c� /' �/ �, say;sue- ,F for 48 hours following the placement — of the conc te. `7 ^"� ;i l,, AAAe, el-f Materials fckr t purpose on si Foundation/Wall 0 Reinforcement in PI // I J Foundation/Da roofing _ "� C !7c 0001741 � `' 7 BacicFill oval )10 � , .17 Plumbing finder Slab. �r /{i�» Plumbing Vent/Vents in Place l.• ee - Rough Plumbing Heating Rough-In Insulation_ Foundation Walls Interior R- Foundai ion Wails Exterior R- Floors R- Walls R- Ceiiing R- Duct work or piping in unheated spaces R- p^roper 'Vent, Attic Vent. Framing, Jack Studs/Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2. 3. 4 hour Firestopping GENERAL INSEECTIt7N REPORT Town of Queensbury Dept. of Community Development Date inspection request reeeive& Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive am/pxn Depart am/pm Inspector's Initials NAME: r u�/I PERMIT # LOCATION: � ��(? BATE : d TYPE OF STRUCTURE: 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/Wallpour Reinforcement in Place Foundation/Dampproofing. Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place _ Rough Plumbin Heating Rough-In Insulation_ Foundation Walls Interior R- Foundat ion Wails Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers, Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1 , 2, 3. hour Penetration Sealed _ Fire Wall 2. 3. 4 hour Firestopping GENERAL INSPECTIQN REPDRT Town of Queensberry Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay }toad � anVpm Queeusbury, NV 12804 Arrive ;'L� arwpm Depart Al / 1risypyectto'r''s Initials 4_ NAME. ' ' '4ea / ff L RIYLLI 7f LOCATION: _ :� c c., ,.� DATE : /�' TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS FootingsfPiers � ,y'J ///� Monolithic Pour Form , " c�fo! �i 5 4r Reinforcement in Place The eontrsctor is responsible forC, fTW r* � `T providing protection from freezing un�.r4e for 48 hours following the placement L1nGCJ of the concrete. g r��,vv I 4�s Materials for this purpose on site XC o2x 7 Foundation/Wallpour. n� &71 M ,,jr,o�y ,j " �� +�"� +�"`• Reinforcement in Pl _ - I dot Foundation/Darnpproofil ._, -- c!x C" Backfill Approval - ,r,� / Plumbing Under Slap / /,7 a /r�' / j"� i�Je•r ^ Plumbing VentfVents in PI' - { I1 Rough Plumbing � Y'' .,./uc_k v�+ Heating Rough4n Insulation_ _ ` [ ��{ c r �sru .rr [ E �.. c,.•+s Foundai ion Walls Interior R- Foundai ion Walls Exterior R- ,, L Floors R- W'alls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1. 2. 3, hour Penetration Sealed Fire wall 2, 3, 4 hour Firestopping GENERAL 7NSPECTI N REPORT Town of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive *2 '60 am/pm Depart amipm inspector's Initials NAME: ___,__��L� x PERMIT # Lf.1CATIQN: _ L CIC,r r� DATE : TYPE OF STRUCTURE: RECHECK NIA YES NO C NVVIENTS 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 pu se on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfiill Approval Plumbing Under Slab Plumbing Vent/Vents in qnqp Rough Plumbing Heating Rough-In Insulation_ Foundation Walls Interior R- Foundai ion Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam s Air Infiltration Barrier Fire Separation 1, 2. 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL LM EK I N REPORT Town of Queensbury Dept. of Community Development Date inspection request received: 4Y Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 ,dl mve,/L 3 - - am/pm Depart gyp` ,,+! Inspector's Initials i NAME: +t-T an' r= PERMIT # e - LOCATION. , ' DATE TYPE OF STRUCTURE: RECHECK NIA 'YES NO C0A4MENTS FootingslPiers Monolithic Four Form . /ter Reinforcement in Place ,�ti, ��° �,� j( iJs The contractor is responsible for providing protection from for 48 hours following the meat of the concrete. Materials for this on site FoundaxionfW"all Reinfifil x ace F+arandatio pproofing. Backfill al Plumbing Under Slab, Plumbing VentlVents in Play ef�ugh Plumbinguw �• Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or Piping in unheated spaces R- r Vent, Attic Vent n Jack Studs/Headers, Bracing/Bridging Joist Hangers .Tacit Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping I TOWN OF DE ENSBURY FORCE BUILDING i CAE ENFORCEMENT 742 Bay Road Queensbury NY IM04 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION I y Name Location ©ate � r Permit # � SOIL TYPE: Sand L am-Clay- Results of Percol tion Test- ( if applicable ) Ra e-Minute/ I ch TYPE OF SYSTEM; ABSORPTION FIELD: tal Len t ZZ f Length of each tren h Depth of trenches Size of stone � ► SEEPAGE PITS : um er Size - ft . x ft * Stone size PIPING . Si a ype Bldg . to Tank Tank to 'Dist . Box � _ r7 'Dist . Sox to Field/Pit �+ � I Openings Sealed ? s Na Partial LOCATION/SEPARATION Foundation to Tank feet Foundation to Absorpti [> feet Separation o' Pits feet anfor"is as per Plot an es No LOCATIONI OF SYSTEM ON PROPER ( circle Front - ear Left ide - Rig t Side Middle Midd e Rear COMMENTS : SYSTEM USE APPROVED : YE NO Arrived : Departed : ' Building Insprector S85 S85 ' 20 E 732000 142 (] (j V Qom" F BU ING ---�--- # ICAAUG 1998 .� r a _ za- .-- LO acres € , -2 Z4 LLJ C7 t 00 ., dtt I sew evfaence or, C+ 132 . 00 al. lbtects such as houses, weds, trees, fences, eTc„' � showy on this daft 1: tht.dt= m aa Wa A " 136 (57 �{ SEP 1998 f 7 � 21 , 178 s . ft . `° 13 68 0049 acres � � Sq - ft . � L t 49 ' acres GENERAL IN,SPECTI©lw REPORT o of ry {� Depn t. of Community Development Date inspection west received: Building & Code Enforcement 742 Bay Road ' Queensbury, NY 12804 Arrive am/pm Depar 7 am/pm �1 ,r Inspector's Initiiaalrs�y NAME: ,�Glit°4'1/S PERMIT' # �! O" LOCATION: .3 DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS FootingslPiers I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from mg for 4$ hours fallowing the ace' of the concrete. Materials for this purpose on s Foundation/Wallpour Reinforcement in Place Foundation/Dampproob.n. (,,4�ckfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceding R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin .Pack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam. Air Infiltration Barrier Fire Separation 1 , 2, 3. hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL INNPEC'TION REPORT Town of Queensbury Dept. of Community Development Dane inspection request received: Building ,& Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive Depart "~ ]Inspector In NAME: PERMIT ## { LOCATION: DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS tixegs/Piers Monolithic Pour Form Reinforcement in Place I V CA3T The contractor is responsible f providing protection from g � 'C 1 ► i re C�1� �'1� . for 48 hours fallowing placement t _ -t of the can Materials for thr on site Faundat[on/Wallpo Reinforcement in ace Foundation/D roofing Backf Il Plumbing Un r Slab Plumbing V UVents in Place Rough Plumbin Heating Rough4n Insulation Foundation Wails Interior R., Foundation Walls Exterior R- Floors R- Walls R- Ceiling R_ Duct work or piping in unheated spaces R- Proper Vent, Attie Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour. Firestopping