Loading...
2005-723 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050723 Date Issued: Friday, January 05, 2007 This is to certify that work requested to be done as shown by Permit Number P20050723 has been completed. Tax Map Number 523400-226-019-0001-082-000-0000 Location: 226 LAKE Pky Owner. JASON MAYNARD Applicant JASON MAYNARD This structure may be occupied as a: Fireplace By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the -: )j 4 A- property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050723 Application Numbe . A20050723 Tax Map No: 523400-226-019-0001-082-000-0000 Permission is hereby granted to: JASON MAYNARD For property located at: 226 LAKE Pky in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot p o er information hereto filed and approved and in compliance with the NYS Uniform Building Code ensbury Zoning Ordinance. T e of truction Value Owner Address: JASON AYNA ATTN EBORA CARUSO ire ace 27 O KVIEW D S gle Family Dwelling $500,000.00 FT. WARD, 12828-0 Total value $500,000.00 Contractor or Builders Name/ ss Electrical Inspection Agency Plans &Specifications 2005-723 4743 SQ FT SINGLE FAMILY DWELLING $569.16 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, September 28,2007 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tov i of ensb da , September 28, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY (2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050723 Application Number: A20050723 Tax Map No: 523400-226-019-0001-082-000-0000 Permission is hereby granted to: JASON MAYNARD For property located at: 226 LAKE Pky 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. Tie of Construction Value Owner Address: JASON MAYNARD ATTN: DEBORAH CARUSO Fireplace Single Family Dwelling $500,000.00 27 OAKVIEW Dr FT. EDWARD,NY 12828-0000 Total value $500,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2005-723 4743 SQ FT SINGLE FAMILY DWELLING $569.16 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 28,2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of bury; Wednes ay September 28, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code nforc ent a ti I WINDOW SCHEDULE JabBlte/Address: 22-(O +CE A¢k�,J14 - QQf.f*,r�JaMZ Date: 4wnsr: .� T�vE �.�.._.. ... ,�..A ration No Winrow Wtndow window Unit or Rough Rough SQ.Fr. SQ.FT '=FT. Mear Clow Special Hardware Numter or Mant"turor ModeiJYyps Stock Openin Opening GlasWb EgresaiGfe Opening Opening or Instructlons Li on Nerne Numbe p Height bbie Vent or Width in Height Pin Celt Width tight Opening Inches In Inches Size - w©z- ctlz:3 `s'��{ 3'©"zz -l .o A 2:3 Ic� /pro 301(o v.1 05 c N�,f4MGYT LKWZ6 (a'-o''g' 5'-03/6" z44 Z- 'Z 3 S 5 i` Arly\ w 0+4 too �)X i v` -+1 11 9 N (0-9'� y7-s 5 2 9A Z 9, slo �� 7453/ dS u Attrt wt5 -0�/Z- S,-03"s IZ- 1 l 1.5 �) nS �o`' SS :z >1 � rm -s3/8 Z.0 01w16-3 to 44,1 L4 Z ly ,0 �i1 " 17. 6..G I g (i w ` 0 \009 tomrh � Yrtp� j� y'-0'/Z Gustc rn _.. -- -t�tc� �--lfxRa P vj t o Pxxc P4055 q81/z 5'-53/E3 N/A �� �i�T ��1� �''C?� Z (p'_�3f ``�• i �, ftr1tlz�yll m Exam& Entry A Andersen Narrolltte 3462 3' 2 6'S Ma 15.30 8.36 6.01 34 2415/35" Tempered Doubts► 113" 11M 6 Glaring Nunn 2( WINDOW SCHEDULE JobSite/Address: 22-Cv Q � Date: 8/�o/0s Omer: Applbatlan No. wkmw WE'dow WIFROW Unit:or ugh SQ.Fr. SQ.FT VQ.'FTT- Clear Clow Special Hardware t um*or Manufatmv Moddrrype Stock 4peton opsmv GW$S b Egres&Cle Opening Opening or Instructions Letts an Hams Numb* g Height US Vent or Width In Height Pirti Cait WkIth light Opening Inches In Inches . ND�ccz�K� C /.�,rr iS j'..p'JZ, 58• �2 . 1 15 3U���,a 55+` r�w�ceArn, uJ I?j Z Z 1 r/ �l CsF �z. C� �3 L'y''8 3+o`�z S .'Z, L4 .9 . Q s� W (5 U'iSv-MgwT ova Z4 q-9 y -0'/2 IH V3 5 �, ,S �Z �r� 4si/8 .. Vki ((0 6 -To m We To N i j e Ch /Z GAS S-7,e UPI iS a rIT CK14ts loop'/� '� 5' 3f8 2ya2 23.c� aIS '.� I��Y SS' IE?C$R PIO Entry A Anderson Narro ins 3062 312 616'J: 15.30 8.36 8.01 34 2415135" Tamp- Doubts 11311 '• lime C3lasing Nun ` 3 Permit No. u iFee Paid Building&Codes Office-Department of Community Development- own of Queensbury Recreation Fee 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director nsbury net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. , Applicant/Builder el� �� Owner: hc� Address: Address: ►` Home Phone: — ++Home Phone: CC Email Address: llPakmail Address: Cell Phone: �- Cell Phone: FAX Phone: &T=71 FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: 4 � Address: Phone Location of proposed construction: Lot No. Legal Address: 3S=-`i'�cu 1 T\ax Map Number: P�C�Aot— — �� Subdivision Name: Estimated Cost of Construction: Proposed construction is for: Residential Use _Commercial Use S�P 0 Name of Business: If proposed construction is an addition,what will use of new addition be? New Addition Alteration Proposed Construction 1st Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.it. Sq. Ft. Square feet Height Ft.&.in. if Single-Family Dwelling Two-Family Dwelling Townhouse Multifamily Dwelling l01 Number of Units: l� Office v Mercantile Manufacturing / Other: f/ Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, as, Wood, orced Hot Air, Baseboard, Other: ` Is a fireplace and/or woodstove being installed, please refer to a separate application. X Yes ^No >J Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after Issuance of your permit. DeClard2n: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the 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 Codes,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 I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. Date: "c�, "Q Applicant/Builder Signature: The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: LASue Hemingway\Building. ermit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Application for Permit—Septic Disposal System 7i)wn (?f Queensbia), 7d21.1ay1{uad Queen hiirv, NY 12804 (.518) 761-8256 Rk 1. OWNER INFORMATION: 226 Lake Parkway Office Use Location of installation: Assembly Point i File Pern►it No. 'C��iC�.�o� Tax Map No. 226/.19 1 / 82 Owner's Name: Jason Maynard Fcc Paid Address: 248 Sly Pond Road Fort Ann, NY 12827 ' 2. INSTALLER'S NAME : PHONE NO. S t-P t 2 r 0 3. RESIDENCE INFORMATION: (circleyear of dwelling, indicate 11 bedroom(5) and multiply (1 of" bedrooms with applicable gallons per bedroom to equal total daily flo► ) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present 5 x 110 gal/bdnu = 550 Garbage Grinder Installed yes_ / no X Spa or Whirlpool Installed yes / no _x 4. PARCEL INFORMATION: (circle applicable inforniatiota &indicate measurements) SEE PLANS Top�g1�P1►�SQiI Na urp ►_punc!Waloc Bedrock or Impervious Material _Domc; licWalcr Supply Mat scrlyd at whut clepth ut what depth 111111ricipal Rolling lbmn feat feet well Steep slope clay if well; water supply _%slope other front any septic-system depth: absorption is ft. other Percolation Test: ('1'o be completed by licensed lu•t fessional engineer or architect) _ Merle: _ nutnde per inch _ _ -- SEE PLANS 5. PROPOSED SYSTEM: ]For New Construction: All individual sewage disposal systems must be desigucd by a licensed professional engineer or architect(unless ins(allcd in a Planning Board approved subdivision). Add 250 gallons to the sire of the septic lank and leach ficld for cacti Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: 1500 gallon (grin. size 1,000 gal.) SEE PLANS Tile Field: each trench ft. Total System Length: Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: ff / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be iuspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection,please note that pursuant to Section 136-29 of dio 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 oil behalf of an applicant, shall be void. I have read the regulations with rospect to this application and agreo to abide by tl►ese and all requirements of the own f Queensbury Sanitary Sewage Disposal Ordinance. __ 9205 Signature f responsible person bate Permit Number (town use) Town of Queensbury Application for Stormwater Management Permit Under Chapter 147, Stormwater Management, LL 4-99 THIS APPLICATION IS FOR A Major Project Minor Project 1. OWNER 1INDIVIDUAL D PARTNERSHIP D ASSOCIATION D CORPORATION []MUNICIPALITY D AGENCY NAME 70e b\CLn0� PHONE _ - -p MAILING ADDRESS e CITY S E ZIP CODE 2. AGENT D SAME AS OWNER r CONTRACTOR D ATTORNEY D CONSULTANT J CONTACT PERSON NAME 6l � e� � PHONE 7 MAILING ADDRESS CITY STATE LZIP-CODE 3. CONTRACTOR /SAME AS AGENT NAME PHONE MAILING ADDRESS CITY STATE ZIP CODE 4. PROJECT LOCATION FACILITY NAME(if not residential) SECTIONaa6,(cd BLOCK , LOT STREETa � ZONING CLASSIFICATION PROPERTY IS PRESENTLY D VACANT D PARTIALLY DEVELOPED 1 DEVELOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? `No D Yes, name of subdivision -5. PROJECT DESCRIPTION PROJECT r 0Qe 'e-X n pr (-)CQs- P Q r-P PROJECT INVOLVES: I Earthwork/Landscaping 0 Tree Clearing House Construction or Addition J Driveway Construction D Garage Construction D Detached Structure Septic System D Modification of a Stormwater Device Q Other UCRAIG\TEMPLATESISTWATAPPStTOWN STORMWATER APPL.DOC 1112000 Page 1 of 3 L f PROPOSED USE 4 Rat.11at►tri;4t 4r?�ryc�}�I i..l���•i�i�nti�t _ _ 6 (Ycsr->sxrnd} 1].Assc iatioll pd'u�irc {��:�3rtrrxrriFit P1�t�FOSED+COMPLETION t1ATE 'r�'ROPO$�D l?T13►RT9i'i1a LATE � F DESCRIBE THE MA;;A;f,}M SLOPE OF THE PRflaPF-PTY IN THE rPR&MECT AREA: i #ti-SOI4, (t tsml) 15-10% (GtOdLjal shape) "+t-1cw (Modtyaie slope) 01.erzterthan 15% (Steep slope) IS ANY PORTION OF THIS ACTIV(TY I`OR WHICH A PERMIT IS t;0UQi-f NOW RFGt vi(-)R ComPLETtn? p Yes #.No (it yes,pleasa Qfcplir5) 6. CALCULATION$ & CONTROLS T 0-6 AL AREA OF PRGPI i�T'Y_A(0��3� AC&_ <i �17carve one) TOTAI.AREA OF LAND DISTURBANCE; it�`{do not rrtctudc er a of strartrweter cantrrts} TOTAL AREA OF NEWLY GReATED IMPERVIOUS SURFACE. ""��� Q�` � F t` TOTAL"JOLU04C Or-STORMWATER 10 o O :ON TF7�VED* ��"�{�,�- {gee irstr�4,otw j ' C r-�Y 5 Y f p Jr�. C A >t:S inn L tea- _ J `. t AS , 6 1rl SllZld C®NTROL PLAN BEEN I+REF+AR ED? 1 YPG, plan is attaChed.,,'No N no,please cont:401 your County U09 &Water Cons&vaWn bostrict?or agsistance: Warren County 623-3119 Chuing the procemng of this applic2tion wwi pemctinel :ray need.0 visl.INS sits for the ptrrpotAQf irr,pPd4vsy., rn.easudnq ands br phCtpgrapi*rrg site condkbm. I authorr o tower Potsonrsel to crancdUcf such a site Enspoct►ot?A.yes A rto I wish to ba contacted prior to any he insfvedw A yeS A nCA. +CATit . l hoeby arfkrit fat aia InftY wration on This ioritl and ail attachments submkl6id tw; h it truce to the besi of ivy knowledge and belief. As a cor►ditiort I*ft issuance of a permit,the applicant acwis full le0al raspansibility for all J=age.direct rand indirect, orwl1 2tever. Meth" e, W.d b,+oht'rnev&zafteed.srlskv cut of Ihm-pn:c &cf, hwein and a-s to indemnity and save harrt lour 1v tUwr r frurn suits, a&X"w. darnages and cos"m of name and desta'iption rtsulfing frxn i`fte 6aid projact. SIGN URS OF OWNER' DaT]E SIGNATURE OF AGPF T ^- DATE IC't L.UDE WITH THIS FORM; ' fie location s�Zp A PTC4 -rd A.TZ.-On vir X 1' sc a papor.. than 11)(17). . A Namr ;attid 16 mt Mamieq ad�sr�"s��•:,f'��y:rr�auv its�tka� �ia:�a�rert�r © Storritwa�er I:�riatrotsf��p��t�fsrr im:��r�{.�� � A Environmewrtal Assesamentt.FCwrn (f.oL InAi6r project: Qn kI gm:h rru r^ inj-h irr., aarw+3r)v cif thAr JA011trXN frf%73n Wji feKUh ift an IffCL7.rlrlyS/r:1?.notkt#and doiaY trr j2nx s4infj your ` The project is appro shown on the attached approved plans and subject to the conditions listed on • the attached Sched e " Approved by on `� , i Permit Expires v C X Zo g Administrator Clate CONDITIONS OF APPROVAL -Application ATTACHMENT A SEP 2 8 2005 to Stormwater Management Permit Application Zoning Administrator Permits or approvals required from other agencies Agency Permit or Approval Date Applied Date Issued Adjoining Property Owners List all parcels within 500 feet Tax Parcel Number Name Mailing Address L:\CRAIG\TEMPLATEaSTWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 3 of 3 Area Variance Site Development Data Area /Type Existing sq. ft. Proposed Addition Total sq. ft. sq. ft. A. Building Footprint B. Detached Garage C) 61C, 0 C. Accessory Structure(s) -71 1. D. Paved, gravel or other hard surfaced areas .- O -7 "' S 121 ZZ E. Porches/ Decks ` � /4 I ' F. Other i-c)P Obi Total Non-Permeable Sum A through F 0�� (�> j Parcel Area Percent Non-Permeable (Total Non- Permeable/Parcel Area) Setback Requirements Required Existing Proposed Front (1) Front (2) Shoreline ' s 3C ' e + Side Yard (1) tr.�. + � i t 40 Side Yard (2) C) Rear Yard (1) _3C) i 1 _ 0 r a i Rear Yard (2) Buffer/Travel Corridor Height Permeability O/ 1 G 1 Sign Setback No. of Parking Spaces Area Variance Last Revised: 04.06.2005 �L CREATIVE CONSTRUCTION CO., INC. 2P SLY POND ROAD - FORT ANN,NEW YORK 12827 (518) 792-4213 I f 4) a 6 � .�� I Fine Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chlmneyo 5 applicable to solid fuel & vented gas appliances Date -- (© , 20 Permit No. 4 2 =rpu Application is hereby made to the Building&Codes Of,fice 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. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: P'L li stove: wood coal pellet gas Fireplace insert Address: BRA P-A Fireplace, factory-built: wood gas -7 Fireplace, masonry: woo gas Furnace: wood gas oil Phone: i f.��^`Z�'�t'-�o��� If non-masonary applicance, please provide Owner: �Th on r (LM Manufacturer Name: Address: Model Number: -1 Chimney Information Phone: 0 �L $ �—O l j '� (circle a ropriate words) Masonry to brick stone i Flue ti e steel size: 'i�X1% inches Exact Address: ry /� t�X t j of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: _ Construction IInstallation must con orm to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner 4CA9MZatiear-'Ar"03 Fire Marshal Code# S Collected S Refunded Received fronr(refunded to):C� ��� A address:_173 3389 (190) Public Safety _ _ A 233 2655 (230) inor Sales ey E: _ o _ L DAT White(Applicant) ! Green(Fire Marshal) ! Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dept.) fir TOWN OFOUEENSBURY . HIGHWAY � gh*WSuP Mtenda -� � � �9�Y�P�tendent DEPARTMENTNome(518)79&5127 742 Bay Road - Queensbury,NY 12804 Mickad E Travis Office Phone: (518) 764-8244 S E t% f j �PutY WMW Superintendent (518)T98-0413 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: APPLICANT NAME: TELEPHONE NO.: ADDRESS TO BE INSPECTED: � �2 hQ KP &E6M RETURN ADDRESS: r driveway(s)to WraU21he Applicant must show exact location and width of drivewa s to highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP l: ( )Preliminary Approval NEED: ( )Slight swale ( )Level with the road ( )Deep swale Size pipe to be used(if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( }Final Approval O Rejected DATE: Richard A. Missita,Highway Superintendent Check Residential Plan Review: One& Two Family Dwellings N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: i Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor " Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Required Ice and now shield 24"Inside Exterior Wall/24"Inside Knee Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise ,l Winder Run and Rise / Spiral Not Allowed From 2d Story Smoke Detectors Battery Backup and Proper.Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides ! Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation 1r Garage Floor Sloped - Attic Access /, /0 1)1�1 Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Dart: am/pm Date Inspection request received: _ Inspector s I.itials: NAME: /1/ PERMIT#: LOCATION: A' DATE: 1 D TYPE OF STRUCTURE: Comments Yes No NIA Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: �� l Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .1-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed pro erl. Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc _ -�....vww� V1f VJf V f ,u�.YJ.Cf r•.,FNGfl Mahone P.O.5OX767 Notify-Plus Inc. PHor :5� 793.7188 Fnx:518R93 06QR GLENS FALLS,NY i2aoi www mahw*ywwy-phm.com RECEIVED ,January 3,2007 TOWN Ur WLJCtNbbURY BUILDING AND CODE ] Mr_ Jason Maynard 226 Lake Parkway Queensbury, NY To whom it may concern; This letter will confirm we have completed final testing of the fire alarm and carbon monoxide device(s) as installed. At the time of this inspection all devices were in operating condition_ Should you have any question, please do not hositate to contact our office, Sincerely, Edward J. B r lnataliation Supervisor Ed WHT0:2-0 2-00Z b0 'Uef ETztb EU- 8TS: 'ON XUd ONI OD 1SN00 3nUO3aD: WONA Queensbury Building & Code Enforcement - Residential Final Inspection C Office"No. (518)761-8256 # v ( Arrive: 4f am/p am/pm Date Inspection request received: ` / C Inspector's Initials: \J�: NAME: I 1 - 7 / c� LOCATION: = PERMIT M DATE: C. / TYPE OF STRUCTURE: It - Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade d at stairwell at 34 inches or more ward at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall ol4evifize1v r Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance'36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing tenor Smoke Detectors: oe Every level: Every Bedroom: Outside every bedroom area: � �� � rater Connected: Batte backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches t in accessibl area Crawl S`aces 18 inch x 24 inch access, I s .a.-150 s .ft. vents Bathroom Fans,if no window Plumbinj fixtures Foundation insulation Floor truss draft stopping finished basnent 1,000 s .ft. Emergency a ess below grade Gas Furnace shut-off within 30 feet Qr within line of site Oil Furnaceshut-off at entrance to furnace area Fumace/Hot Water Heater o eratit Low water shut-off.boiler Relief Valve(s)installe+d t.Hem Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%s"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/e hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure _ Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker N ov'`►'�- Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent GAY L:\Building&Codes FormslBuilding&Codes\Inspection Forms\Residential Final Inspection Form revised 1 5. oc I-P, ( ( G Queensbury Building & Code Enforcement - Residential Final Inspections d� Office'No.(518)761-8256 Arrive: am/ql .eDart. am/pm Date Inspection request received: C' C Inspector's Initials: NAME: �� ' � PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes No N/A VO Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake � 2 3 inch Plumbing Vent through roof minimum 6 inches Ala Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade and at stairwell at 34 inches or more ward at deck,2orches 36 inches or more Handrail Termination at Newell Post or Wall aN r Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing terior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: nter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker /fir✓ ��` Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent I IL �/� !A 175 4 5. o Mc L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_10 c Fina drvey Inspection Dept. of Community Development Town of Queensbuz 742 Bay Road Queensbury,NY 12804 5 Date received: NAME: LOCATION: AA& PERMIT#: �J - Z_� Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review e surve has en: Crai Br Zoning Administrator - Notes: s, L:4SucHen ingwaylBuild ng.Codes.hupection.FORMS\Final Survey Zoning Adrainistrator.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/ art: am/ m Date Inspection request received: Inspector's Initials: , p NAME: o (AA��v PERMIT#: LOCATION: DATE: lit Z25 loco TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from roadl Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more _ Handrail Termination at Newell Post or Wall �� Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 717 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: / / ` �v` Outside every bedroom area: V � ` Inter Connected: Battery backup: 2�" Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating �/ Low water shut-off boiler f�r l� Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Ins ection Sticker / } Site Plan /Variance required 41C-,,.�11 Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc � p COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N 2 94171 Cut-in Card No..................................... Owner.............. �? ...........................I.......................................................................... 0 � v Z**... Location. ........ .......... Install tion Consisting of..7 .5...... ......... 'A... ................. ................... ..................................................... ...................................................................................................................I..................................... InstalledBy........... ..............................................Lie.No..............................-................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated,the Company shall have the right to e ze t)rirs"crtificate. Date...ZA.n/l 16.............. INSPECTOR ....1 ............................................... Member N F.P.A i A.E.i. r -K / / I t t Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: D Queensbury Building&Code Enforcement Arrive: am/pm Depart: F am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ^. O� -723 NAME: J' 44 PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil T Sa Loam Cla Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: �W11^^�� Absorption Field: Total lencithft. Length of each trench ft. Depth of trenches ft. Size of Stone Seeoge Pits: Number Size: x Stone Size: Piping ize Type Buiidi to tank Tank to Distribution Box A ' Distribution Box eld Pit t` S�ts- Opening Sealed: N Pa ial End Ca Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as oer Plot Plan Y N Engineer Repqrt and As-Built Y N Location of System on Property: <Ft T\� "-6CPj(f— Front Rear Left Side Right Side 4�t5 ;;Approved nt iddie Rear Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.(-2,5-- Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N2 94209 Cut-in Card No.............................. .S o.................................... Owner.............Te........R.?f WA.................................... ...... ................................... Location.... .. ... P- ....................... . ........... ............. Installation Consisting of 58w" ...... S . 1U;P-4'zS ..... ..................... ....................................................................................... ............................................A.... ...................I......I......I................................................................... ................................................................................................................................................................................. InstalledBy..... ..................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin/IMP'aftions at any time, and if its rules are violated,the Company shall have the right Date.....0:7 �Z"06 .. INSPECTOR.......zory ............................... .... . ........................................................................ Member N.F.P.A..I.A.F.I. Framing/Firestopping Inspec ion Report Office No. (518) 761-8256 Date In ec quest received: Queensbury Building&Code Enforcement Arrive: / am/ part am/pm 1 .� 742 Bay Road, Queensbury,NY 12804 Inspe or's nitials: NAME: f PERMIT#: LOCATION: INSPECT ON: 2 TYPE OF STRUCTURE: Framing Y N N/A COMMENTS 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 '/a(w) 16 gauge(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 ire wall 2, 3,4 hour Firestopping Penetration se 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date In r est received: Queensbury Building&Code Enforcement Arrive am/p j� p rt: am/pm 742 Bay Road,Queensbury,NY 12804 Inspect 's I itials:x_- NAME: I� 0 Z PERMIT#: LOCATION: CAV-6, Otgl< W i INSPECT ON: !� TYPE OF STRUCTURE: Framing Y N COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h w) 16 gauge 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 ire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade ,P , ,4 . UV Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimnev/Fireptace Inspection Report 2i-1��� ' 3 (Z Permit# Schedule Inspection � pm anytime Rough In Final Name ,�A d—a� Address I? Z16- `i^ i Inspector L41 Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout o —noncombustible cover FIIZEBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks-114"max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sidestfront LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above Vp opening SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including finer Firebrick fining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,V for exterior Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot project more than 118"for each inch distance from F/P opening J Framing/ Firestopping Inspection Report / Office No. (518) 761-8256 Date Ins dtilo r quest received: L Queensbury Building&Code Enforcement Arrive: m/p a art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspecto s nitials: NAME: ` / �-� PERMIT#: LOCATION: ;-U INSPECT ON: (> TYPE OF STRUCTURE: fYN NIA Framing COMMENTS Attic Access 22"x 30"minimum iL 6 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 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour / A C i"*apping 'Penetration sealed 1 94.�-c C 16 inch insulation in cavity min. Garage Fire Separation House side `/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall I Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade F r rm:WRT I 3-OJEEI ,BI.RY 51317928603 04r/19i 2006 13:25 #220 R.003/004 REPAIR PROBLEM.This repair Is applicable to dravdng number:T05110601,133. For At lumber,plates,eto.,not shown refer to the above truss, Repair is based on Information received from trvss fabricator, a Truss must be In criglnel,undeflecled pos1lon priorto carrying out Me repair. i Provide temporary support prior to carrying out the repair. re REPAIR P"LEM: Need to cut bottom chord member where shown("}. Negri to add 2 intob aot bearings Where shown (+,+) k. 2.5 x3' BLMOD 3 O -• s"e.l'sq;41191"06it ' .. x +~ 2- 9 7. j a!i<,.` n M 0 ens, M I a 2.3'3c3'r PT.X47 = r,3as irry NOR R'lo"I R, 20 R,1612 vo krti Vi Ills a REPAIR SOLUTION: Apply all nabs so as to avoid damaging of lumber and looeing of plates at jointer Use a carbide tipped blade to cut the bottom Chord member shown dashed. Install W SP-42(+)member using%"CDX plywood or struoturally equivalent material tc the each face shavnm using 8d common nails at 2"on center,ataggered into all covered members except 2x8 member,Use 2 rows of 8d common.nails 2"on center each raw and staggered nailing pattern for 2x8 Installed member. Installed member must have complete wood to wood contact with original members. Attach'A"COX ptywxd or structurally equivalent material to each face shown using 8d common nails at 2"on 4onter,staggered into all covered members at Joints-X and C. _ __ ecaM:o.zar n s U JI4xTl"�5T DIAtO-MAYtrAItD C J1:VV a #obbins EnedlMpvk;Lng, Sne /Onlind P� Oaa lOiLk �~ Q. Mype span p1 a1 Lett off naht CA `�` SiroDra%wng ----17657._ R3..FJCCR 1 -- 17 DUAL 330100 _ °._......._ 0_..-.__.. _..._.._.o_.. E_.706041932...—. F H)Ni e4o—ma,k.A1^. 91 no"VM*A 0.1.6118N.4 anMnn VK"y.AMPAM P:607 AM N..1 C k St. io If," 1'1'3 Rough Plumbing / Insulation Inspection Repo p Office No. (518) 761-8256 Date Inspection request received: � � Queensbury Building & Code Enforcement Arrive: am/p epart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �`l11 y ''� v4w PERMIT #: S''7� > LOCATION: '- 1, V ior-,I- lf, A kJ INSPECT ON: --I Ictfe TYPE OF STRUCTURE: Y N N/A R Nail Plates Ptthbihg Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / chan a of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head All 50 P.S.I for 15 minutes �r` Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 i Rough Plumbing / Insulation Inspection Report f Office No. (518) 761-8256 Date Inspection re uest received: Queensbury Building&Code Enforcement Arrive: - p e rt: a m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: INSPECT ON: J TYPE OF STRUCTURE: Y N -N/A PVC: R-1, R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plu in Vent/Vents in Place n /Nail Plates ,�l L 1 % inch min. Drain Size WashingMachine Drain 2 inch min. Reav,Wit'Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction WaW,Nj Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed property/No duct tape COMMENTS: V(5 G U LASueHemingway\Building.Codes.Inspection.EORWRough Plumbing Insulation Report.doc November 17,2003 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 ' u�� / 761-8205/761-8206 ' fax 7454437 I y Masonry Chimney/Fireplace Inspection Resort Permit# ` Schedule Inspection -!- > pm anytime Rough In Final NameC n i 44%)�10-,-,Iy t _- Address �4 i_VK f ```'y Inspector 4 Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness L Extends minimum 6"beyond f/p on all sides Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back I side walls Joints between firebricks—11/4"max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/T$ROAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above f1 o enin SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar , Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,V for exterior C l�— Termination height minimum 3 feet above highest point of roof where it passes through,2 feet aboveV1 � any combustible construction within 10 feet Chimney cup installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:NF/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL J TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot -project more than U8"for each inch distance from F/P opening 'r Framing/ Firestopping Inspection Report Office No. (518)761-8256 Date Inspection equest received: Queensbury Building&Code Enforcement Arrive:�D ` m/pm ��p/art: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers /00 S%5 O AJ t,L� Bracing/Bridging Joist hangers / Jack Posts/Main Beams Z ��yU /N4 Exterior sheeting nailed properly 12"O.C. fry 6Lq z Headroom 6 ft. 8 in. A:/ Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade FEE-13-2006 12:1O FROM:L. H. R IT_AND,JR.PE 399-0327 TO:7924213 P.2 L.H. Rutland, JR. P.E. 27 Main Street Ballston Lake, NY 12019 TELE. (519)399-6560 FAX (518)399-0327 Town of Queensbury Building & Codes Dept. 2/1312a06 742BayRo4 Qu=sbray,NY IM OR I0 ZOO' Re~Mayled Resicleoe try Cma iw Cc uetion To Whornitmayam=tr, Upon mquestefticb ilder,we have eommedihzpwosed Mia=rertofic spec&d "fx6lbgs 1TobewragXdw/F€ Tmf'cnflr ft and s dfi-mw118:-I9' ' (min)CadarIxg. We fmdtie eadarl)stobe&udur*mffiaa tas Thep adlo�saetobefasxied swm*,to the&umn so as io a6d any possible try Logs also to be suffice*"dried/Ste' to any powntd sip nkaW ar gasping caused b;7&m)kaW Sink)vu mquire aayfiirdw mkmmwi4 ple=fe �wto elm. .q,e. pup ZO Z I 3)063 ia� �� Stamp K From:CURTIS-CLIEENSBIRY 5187928603 02/02/2006 13:50 #298 P-001/001 TESTING IWORMATION -te, Aluminum Windows �V 1 y RQDUD-7Sj.N0. g„x s,e x 2"._._._ 4'x 6"x 3".._ 3..x 8N x 2" V,x 8„x 3` Weight of Hy-Late Blocks"____ - 4.1 0-fsq,ft. ._ 4.4 ib./sq.ftT 31 lb./sq.ft. 3A Ib./sq_ft. `Walghts based on 50'x 50'windows,.equate fonrage,vetpht is typlcOy less for larper_w1ndows. e4 UV Stability 01scolorin Fed Test Sid.406 No effect No Effect No Effect No Effect _ ASTM D1436[3 years of Arizona exposure] `Negiigfble Effect _Negligible Effect Negliglhle Effect NagligiWe Effect Safety Qtazig _ ANSI Z97.1-1954 }_--_�---'_ aPassed —_.... ... Passed Passet—i Passed Hy-Lite windows are quelif!ed to be used in most applications whars tempered.glass Is required. Performance Class: ; AAMA/NWWDA 101 I.S.2-97 _ SEE CHARTS BELOW Performance Class: ....`.._ —_.__.... ,._ ---- y.._. AAMA 1701.2.85 HUD 3280.305 Wind Zones li,&III(48&58 psf) Passed Passed Y - Passed __ Passed — Thermal Performance Results: NFRC U-Value Residential(AA) - 0.56 ry.--- 0.5i —� 0.54 0.51_ U-Value Nonresidential(BB) 0.54 0.50 0.54 — 0.50 _ — Complete test reports are on file with Hy-Lite and are available upon request.AAMA and NFRO ratings i are pending for Diamond Bloch Windows. Performance Glass: AAMAMMA 101/1.S.2-97 Each rating applies to windows of the indicated size and smaller. Block Size: 6"x 6"x 311 Block Size: Vx 61ex 211 811X ON 311 Q p11X 81[x 211 98"x 98" a+ i7 F-C30 3111x87' 31'x87" F-C80 F-Cao 74"x 74' .._.. 79'x 79" -- F-HC40 F-C36 50"x 50" 50"x 50' F-HC80 F-Ce5 I TNa inforrnellon sontxinca Is Curreni et tho tkne of prVntin ,CAer lea 1Q�roductla)may h�xt been made ain.a pllbacfltkn.Please consult yarr Babe t�l¢SC e t base __ ..._ J/....... .. r Town of Queensbury Fire Marshal .' 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 ` fax 745-W7 Masonry Chimney/Fireplace Inspection Report f�„1/o Permit#� Schedule Inspection pm anytime Rough In =`` Final / Name(.% '__`s/ p5 G� Address 'Z2'� 4-'k Inspector, Yes No N/A Comments FOOTING `n Concrete or solid masonry 1 4� Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line / Cleanout opening—noncombustible cover / FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks—VV max Refractory mortar used on firebrick X Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end Damper installed,minimum 8"above V-p opening SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,1"for exterior Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside / Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:N F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of FfP opening cannot _project more than 1/8"for each inch distance from i( F/P opening Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Ins gtio^�request received: Queensbury Building&Code Enforcement Arrive: , / am/p 'Part: am/pm 742 Bay Road,Queensbury,NY 12804 Inspect 'r's Initials. NAME: 0,4t,t3 Nt-D PERMIT#: LOCATION: , INSPECT ON: .fi c Cl C TYPE OF STRUCTURE: . hn N NIA COMMENTS ring Attic Access 22"x 30"minimum Jack Studs I 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. �J� U f�C✓ Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center m wall �J,fr Ae� p Fire separation 1 2 3 hour /(/ Fir wall 2, 3,4 hour 11ft=tDPping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No.(518) 761-8256 Date Inspection request received: _ Queersbury Building&Code Enforcement Arrive: am/ �� / Depart:t PL 'm/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME:- Y PERMIT#: O LOCA'IIUN: INSPECT ON: TYPE,OF STRUCTURE: Comments �;�otings � Piers Monolithic Slab _ �� I 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 Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: _ 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfrll Approval Plumbing Under Slab PVC/Cast/Coppers Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHcmingway"BLiilding.Codes.Inspection.FORMS\I'oundation Inspection Repoit.doc January 28.2003 Foundation Inspection Report PM PR) >5. Office No. (518) 761-8256 Date Inspection request received: 2 / 0S Queensbury Building&Code Enforcement Arrive: an-1/pm ;r' ? Depart: arn/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: F -- NAME: _ 'Y� f�It2-' PERMIT#: _ 7 1-3 LOCA'TIUN: E\TSPECTON: (� _ TYPE OF STRUCTURE: T Comments ()otings ---------- — -- -- 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 purpose on site. _ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofzng/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12,inch width inches above footing 6 mil poly 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:\SueHemingwayCBuilding.Codes.InspectionTORMS\I'oundation Inspection Report.doc January 28.2003 Z- l Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ st rec ived: Queensbury Building&Code Enforcement Arrive: anVp Depart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials _ NAME: _ Me 40 PERMIT#: LOCATION: _ ]-a,u.zG ,�rz 1L �y _ INSPECT ON: , 0 Z _S— TYPE OF STRUCTURE: Comments Y N N/A Footings Piers iy 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 purpose on site. _ Foundation/Wallpour einforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: _ *L ch width hes above footing poly for wet areas under slab Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHeiningway\Building.Codes.Inspection.I ORMSU'oundation Inspection Report.doc January 28..2003 Foundation Inspection Report �1 Office No. (518) 761-8256 Date Inspection request e eived: �"— Queensbury Building&Code Enforcement Arrive: anvp pa pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �_ � (vN Cam-, PERM _ LOCATION: INSPECT ON: TYPE OF STRUCTURE Comments ---------.._� Y N N/A Footings ---^---�_ — Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing / for 48 hours following the placement oft e concrete. terials for this purpose on site. _ undation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing 1 Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfrll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHcmingway\Building.Codes.InspectionTORMSToundation Inspection Report.doe January 28,2003 t Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: anvVpmI Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: V-\1 -� � PERMIT#: _ 5 74 LOCATION: ZZ,? L INSPECT ON: _M TYPE OF STRUCTURE: Comments Footings --� 41q1e6j1*, Piers ----- f Z —,+- 4 ec- 6A f/tRO-00 Monolithic Slab _ rv0-t A-) k 4_6 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 Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: _ 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copperr Foundation Insulation vInterior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SucHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 FRUr!:L. H. RUTLHND,JP.PE 399-0327 70:7924217- -.2 _s r L. H. RUTLAND, JR. P.E. 27 MAIN STREET BALLSTON LAKE, NY 12019 TELE.(518)399-6560 FAX (518)399.0327 September 30, 2005 Building Department Town of Queensbury RE: Maynard Residence 226 Lake Fkwy Queensbury,NY Dear Sirs: Conflicting notes concerning the footing reinforcement were observed on the approved plans. The notes indicated both 244 bars and 245 bars to be continuous in the footings. The 244 bars are acceptable and structurally adequate. Sincerely, - 0 L h1a E Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: an-Li I pm Depa am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: C.-) PERMIT #: cl LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments y N N/A o—ot—ings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing 1 for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation-5a—mpproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas tinder slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\S ucH erningwa y\,Bu i Id in g.Codes.Inspection.FORM S\F oundati on Inspection Report.doe January 28,2003 STRAW BALE D I KE rvl�i - G FLOW - I �`:F r/�= 4"Vertical Face IJ Ll BEDDING and ANCHORING DETAIL Drainage Area No More Than 1/4 Acre per 100 Feet of Straw for Slopes Less Than 25% Angle First Stake Toward Previously Laid Bale ii// _•• 1— �-� .• try���c,", FLOW Bound Bales Placed on Contour 1i- � ,.• %--ili? •(, 4�.-�= fits.>� Re-Bars,Steel Pickets or 2"x2"Stakes .` 11/2'to Tin Ground—Drive Stakes Flush with Top of Bales t Zi t t r r t . yr} . a C r; h r, 1 w .tom °. - �~+ •�``"F!� a.3". � „'2-•`. ?� ->. � c �•( § i �t +�;° {y: ��F-* a ` s, j' ,�x- •sue - ^�A e a➢ r .. } k ♦t � 7r Al olf 9�� ✓YV F1 ! � f ✓� Vie::� '" •..r ,�� ,' , ' g •i� �.. r4)fY N. —woRor PO Pro ww wx Ilk ',a`"•-! ~ <+-� a` ,� � R r Sr .c���� '� .� L(R�rat�''. r .J[J K x. fir,: '� ' - -.,- f �• f.''` TV�!1* -45 o r, i3 MAP REFERENCE: MAP OF A TOPOGRAPHIC SURVEY MADE FOR JOHN HODGKINS DATEDl AUGUST 30. 1999 BYa VAN DUSEN ♦ STEVE5 LANDS N/F OF SEBOLD LANDS N/F OF x S74-58-24"E S74058'24"E F MALONEY 15't 149.68' as.50' 99.99' ro an -? DOCK N N aGENMATOR 1-6 BOATHOUSE _ Y a W/ UFFER DECK GATWAIK cfl 2 SAME IW OOD o GARAGE r Z AREA WEST DOCK OF ROAD \ 17, 123 sq. ft. 1- 0.39 acres N 2 STORY �+ c') o WOOD FRAME ti o i I t o ;' w 82 o hOU5E o o o U LANDS N/F OF 0 Z Z o AREA EAST DUBLIN N N OF ROAD i L�+ E z w o o a �, 9,830 sq.ft. o ! 0 0.23 acres .� Z 10 �► ri 130IR033 \\ 52 ^ - N FIRE- I \ PIACE 1I SI1ED 13.5't 63.29 16.50' 99.86' t N75°16'21"W N75016'21"W m m m 0 U� in O N N LEGEND: FILE COPY O CIZF = GAFFED IRON ROD FOUND LANDS N/F OF O rF ' IRON PIPE FOUND WHITEGIVER UTILITY POLE ° = FENCE LINE � C' ?006 EDGE OF WOODS — TREE r S �.tAND-- atei OCTOBER 15, 2004 DuALTERAWN OR AWrOM TOA Scale 1'=20' a� & e� hW A�LAND SU NAL IS A Map of a Survey made for 1"YM STA7[M=T=LAW.' S t e v e s *OIM ON 1Nd1 7K 01tl IM OF SU AAKEY S- 1 ON AM awa m m aE LAMo � 4 10/18/06 A5BUILT LOCATION ffx snAu ee ooMsoewm ro eE vum>,Mx cotes• ,=.V� VMSMNS PRWA,ED M�' DANCEIMMY%,NT Jason E. Maynard a r d ms su�v wAs F16PANED w ACOONDANCF wm of Land S u r v e y o r s SO Ao 3 9/2/05 SHORE SETBACK LINE BY liE NEW PORK SfAIE A990GAllOi ff PRffE�IONAL roMTHE r y r xMAIMS'M PW#A H&L RUN a NO 2 8/29/05 ADD SETBACK DI'1EN51ON5 ON we REH&F ro>M,rnE oONAMY.Q0V0*SWffAL SHEET 1 OF 1 169 Haviland Road Queensbury, New York 12804 "° Town of Queensbury, Warren County, New York 1 3/21/05 ADD TOPOGRAFttIG INFO. MAYNARD (518) 792-6474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 04031 6.19-1-7 2/8-1-1 +22 C1162