The URL can be used to link to this page

2003-824 TOWN OF QUEENSBURY 742 Bay Road,Queembucy,DIY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERL .TjFj,rAkllTE OF OCCUPANCY Permit Number: P2003082 Date Issued: Tuesday,May 11,200 This is to.certify thatwork requested-to be done as shown by Permit Number. P20030824 has been completed. Tax Map Number: 523400-295-0 ra000z-oo7-aoa-aaao Location: 15 BONNER'Dr Owner: NANCY O'NEILL Applicant: NANCY M.O'NEILL This structure may be occupied as a: By Order of Town Board Garage-2 Cars Attached .TOWN OF QUEENSBURY Single Family Dwelling Director of Building&Code Enforcement TOWN OF QUEENSBIJRY 742 Bay Road;Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030814 Application Number: A20030824 Tax Map No: 523400-295-010-0002-007-000-0000 Permission is hereby granted to: NANCY M. O F,TI,T, For property located at: 15 BONNER Dr 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. Type of Construction Value Owner Address: NANCY O'NEILL Garage-Z-Cars Attached 25 BRICKOVEN RdSing QUEENSBURY, NY 12804-0000 Total Value ly Dwelling $120 00.0 . $120,000.00 Contractor of Builder's Name f Address Electrical Inspection Agency Plans&Specifications 2003-824 NANCY O'NEILL 1248 SQ FT REBUILD SINGLE.FANMIY DWELLING DUE TO FIRE. AS PER PLOT PLAN SPECIFICATIONS $217.36 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 22, 2004 (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 To o eens ' d sday, October 22, 2003 SIGNED BY for the Town of Queensbury. 0 Director of Building&Code Enforcement Buildi g 'r e�cmitfi pp►lication Town of Queensbury—Dept of Communtiy;3e�rlopaen,i'�4 Bay Road,Qteensbury,NY 761�826,��; A permit must be obtained before beginning, onstructsoni i?_ permit File No. No inspection will be made until applicant has reeeiV ` 1+ 4 > Fee Paid valid building permit. All applicants' spaces'o t}ti's s �I� ' ';F Rec.Fee Paid $ application must be completed and must I. ppar onthe 7+:,,iReviewed B application form. ?_ ;'s ; -�- `l3yi 1 's TNT it Applicant: �V+�'S �;1 ' Owner Address: --1 2 ✓- S ` 1 ' °A�ddre's�s G v 1 t Phone#(51�)� - �' '1: + , , fI'hone;#C' )��- 11_ , r Property Location: LotNumber: 7` /iiii:�ouse;'Nutnber � r ' FdY?f}r�,d Subdivision Name: Tax 1Vlap:Number: �QS JD -Z --1 1.1p.W Corte Yuc4W )If, New Building: residence t commercial r.`. Estrma 'ed Market Value of Construction:$ caC is� ~n3 Addition: residence/ commercial 4n.Q ildrtron 'what will use of new addition be? a Alteration: residence/ commercial; Cl No change to exterior size: residence/cosh:1 a Other work(describe Gsbu1�9 o�tS wl�a,v o. X t4 f ;,' Check Oecupancylnformation a`iFloor+ ' j;{ 2" F7 on Other floor Total Below sq fit;r " 3 f;, sq 0t, r sq.ft. Square Feet Single family dwelling Pa r` a Two family dwelling a Townhouse i•;;ii '#. ! �'`� a Multifamily dwelling #of units ; } : 1' 1 ,4 a Office ;` S P o Mercantile a Manufacturin '` ' 4. =tad. EENSBUR a 1 car detached garage ;I. I i" ;'' 41, " p CODE a 2 car detached garage + a 3 car detached garage 1 car attached garage ; , Pi I, ` �� `' 1 2 car attached garage a 3 car attached garage a Storage building- " 4 commercial a Storage building- ; 1 residential s a Other i 3 What is the proposed height gii the structure feet inches Will any second-hand or ungraded lumber be tised� >f so fpi {what?' Type of Heating System: electric/ oil / gas..iv 'gd pre d,hot�aai' baseboard/other: Number of EbypMam to be installed t Number of odstoVes to be installed C) List below the person(s)responsible for supery�sioii o Works regards to building codes: r Name ;,',. :: A4fidiress_L,' ' Phone Number BUR if UP Plumber Gq d t F 50� Mason t II r t Electrician t�vo 1` ': ' s '' 75 o C2 2 f1Ff Declaration: please sign below after you have ca e�uIy,read the statement; To the best of my knowledge the statements contained in thrs;applicatton,,itogether with the plans and specifications submitted,are a titre and complete statement of all pFcposed work'to be done cja the described premises and that all provisions of the Building Code,the Zoning Ordinance;aad all other laws-"pert ining to the proposed work shall be complied with,whether specified or noted,and that such work is,ituffi xzed�by the;owsser. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certifir`saie¢f Campltance�tietng issued,as requested by the Zoning Administrator or Director of Building and Codes,aii.fits Bunt Survey by a licensed surveyor;drawn to scale,showing actual , location of all w constructio „' (r c y { S , )a Sig naer's agetiti,architeo1- contractor i 55 Application for Pernut S�pt�c#DI{ {`Q"sal 8ystetn Town of Qiieensbury942"Bay�Roari ?uEeeisZitlijiF ,i}X2804 (5I8) 961-8256 1. OWNER INFORMATION: f Office Use Location of installation: Tax Map No�q 5.1 a/ 2 '7 File Permit No. ' co ` Fee Paid Owner's Name: , t l 1 E _...................................... .......................__................ . r} {•�,' Address: �5 '�Ot'ln�v` Y" { €` U e /S�Duj1' # 2. INSTALLER'S NAME J! PHONE NO. 3. RESIDENCE INFORMATION: .(circle year,,of dwel�u�g,iizdzcate#bedroorn(s) and multiply#of bedrooms with;-aplicable gallgns pefedr.oom to equal total daily flow) Year of House: 'No of Bedrooms` ;X Commutation': Total Daily Flow 1980 or older x 150 ga1/bdrm 1980- 1991c 1{30 al/bdii 1991,-present g s1/bFdrm, Garbage Grinder Installed yes Spa or Hot Tub Installed yes , { 4: PARCEL INFORMATION: (circle appheabl informatxo'n&i di ate measurements) � � t Tonoerabhv Soil Nature Ground Water Bed�o}ck oY'I Yi envious Material Domestic Water Supply Flat sand at what depth { i-iTtll —what depth municipal Rotting loam feet d , t t;[ r . eet well Steep slope clayw i t - { o } if well; water supply �Va slope other from any septic-system depth: f ,- absorption is ft. other Percolation Test: (To be completed by lice)nsed professk nal den: neer or architect) Rate: minute per inch #[{f r'} S. PROPOSED SYSTEM: For New Construction AllYndivic a1 sC.pe disposal systems must be designed by a licensed professional engineer or architect(unless instailec IP a Pla„ning.: oard,,appr'oved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grindef; Spa or Whirlppol Tub.., Septic Tank: gallon(min size I,t1b0'gal)' Tile Field: each trench ft ,To#al Sy terti Length ft. Seepage Pit(s): number of ` ' Y ,> szze ofecFch ' ft. by ft. Size Jof Stone to be used: # feet depth oi+thzc�kness , Bed.System Size: a3, { Alternative System: t length�Znd/or szze ti ' 6. HOLDING TANK SYSTEM: (if required) �� Number of tanks: 1 Size of each', {gaklon %TOTAL Capacity: gallons Nate: Alarm System and associaXe`d electrsalorkmust be inspected by a Town approved electrical inspection agenq7l. JI�Ji 7. SIGNATURE &INFORMATION.OR R$SPON4SIBL`E:I'ERSON(please read) For your protection,please kite that pu4itant`tp;Sct�gn 136p29 of the Code of the Town of Queensbury, any permit ofi r appj royal gr� n ed i iah�is based upon or is granted in reliance upon any material in srepre eiltaftion o{ failure to make a material fact or circumstance known by or on behal f c5f` { pphcaiit"T all be;void. I have read the regulations with respect loth'is„applicahorijartd,'agree:to abide by these and all requirements of the Town.of Queensbgzy,Sanit&y;S wage Dzsposal'Ordinance. t � • Date Signature of responsble.persons Residential Final Inspection Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ art: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspectors Initials: V �N NAME: PERMIT#: .03 LOCATION: DATE: TYPE OF STRUCTI F: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. 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 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safet lazjjjg Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I sq.ft.-150 sq. ft.vents Buildin No./Address visible from road Final Electrical . V, Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C 1 0(Cert. Of Occupancy) Okay to issue Permanent C 0(Cert. Of Occupancy) L:\SueHen-ingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 ked_ I Residential Final Inspection Office No. (518) 761-8256 Date Inspection reque ive Queensbury Building&Code Enforcement Arrive: an e am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: �i L P T z-c{ u3- LOCATION: 1E 13 p 0 0 Df-2\1\1 E E: I+ —C)LA TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location V, Fresh Air Intake V/ 3 inch Plumb Vent through roof Roof Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more 7- Exterior Finish Complete V Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30.ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnacefflot'Water Heater operating 71 - -Low water shut-off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing V Window in stairwells safety glazing V- Interior Smoke Dete tors: - Every I / Every Bed on: Outside every bedrooma: Inter Connected: 7/ Battery backu Bathroom*Fans,ifno window q�r_>j--FtT VjjT Carbon Monoxide detector Y= Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade V. Basement stairs closed rise>4 inches '/4 hour fire door/door closer AW Garage fireproofing Duct work Sealed properly Attic keeSS 30 in.x 24 in.x 30 in.(hQ In accessible area Crawl Spaces 18"x 24"access, I sq.ft.-150 sq. ft.vents Building No./Address visible from road V, Final Electrical . V Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert. Of Coaliance) Okay to issue Temporary C/0(Cert. Of Occilparicy) Oka to to issue Permanent C/0(Cert. Of Occu ancy) LASueHemir gway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 Queensbury Building & Code Enforcement Resi iAf/Final Inspeotion Office No.(518)761-8256 Arrive: _a p art: Date Inspection request rec ived: Inspector's Initials: �'eS af -V\; a! P NAME: P IT#: 0 LOCATION: ATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors VA L�D Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum 1/2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall VIA 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Interior,privacy/trim/doors f main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing V/ Interior Smoke Detectors:• Every level: - / Every Bedroom: VI/ Outside every bedroom area: Inter Connected: I / -Batter y backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/1/4hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I sq. ft.-150 sq. ft.vents Building No./Address visible from road (P Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/0 [Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res.Final Insi). form 2.dobLast urinted 2/12/04 Residential Final Inspection Office No. (518)761-8256 Date In _ ction re lest ceiv Queensbury Building&Code Enforcement Arrive: m e art' a 742 Bay Rd.,Queensbury,NY 1.2804 Inspector's Initials: NAME: C L_ P T#: LOCATION; (3�o�n�,e, y,' D T : TYPE OF STRUCTURE: / Comments Y . N N/A. f� Chimne Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof ?riz-_5 Z' Roof Complete Guard 30 in.or more stairs,decks,patios Guard at stairwell at 34 in,or more Guard at deck,porches 36 in.or more Exterior Finish Complete InteriorTExteriorRailings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in,with 10 ft. Handrail Termination at Newell Post or Wall _ 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30.ft. or within line of site - Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler -Relief Valve(s)installed Interior privacy/trim'/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Det ctors: Every level: 4 Every Bec/oom: Outside every bedroom ea: JJ Inter Connected: / .Batter backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulationp�} Floor truss,draft stop ing finished basement 1,000 sf i2)0)L, - Emer enc e `ess below grade Basement stairs closed rise>4 inches '/a hour tire.door!dacr,closer Garage fireproofingaS _C i�11J\C. � Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(fit)In accessible area C.O tJOC � Crawl Spaces 18"x 24"access, 1 s :ft.-150 s .ft.vents ZBuilding No./Address'visible from road Final Electrical Site Plan /Variance required4 � � '�� r�E� Final SurveyPlot Plan - As Built Septic System/Sewer Dept,--Ins ection Sticker Flood Plain Certification,if re uired Okay to issue C/C(Cert.Of Compliance) Okay to issue Temporary C/0(Cert.Of Occupancy)'- Okay to.issue Permanent C 1 O(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request receiyed Queensbury Building&Code Enforcement Arrive: a m JAD&n,/ 742 Bay Road,Queensbury,NY 12804 Inspector's Thit' NAME: 1jAjV C- PERMIT#: LOCATION: in=V INSPECT ON: TYPE OF STRUCTURE: ff:C Y N N/A PVC.. R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent 1 Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One&Two Family "Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If reguired unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L:\SucHemingway\Building.Codes.Inspection,FORMS\Rough Plumbing Insulation Report.doe January 28,2003 Rough Plumbing /Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: C �30 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:- -- NAME: J " PERMIT#: '- LOCATION: INSPECT ON: y TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping C per Commercial Co er, CPVC,Pex One&Two Family 10 Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent1A fl, `'�� Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:1SueHemingway\I3uilding.Codes.Inspectlon.FORMS\Rough Plumbing Insulation.Report.doc January 28,2003 Framing /Firestopping Inspection Report / Office No. 518 761-8256 Date Inspection reque eceive : Queensbury Building&Code Enforcement Arrive: 0�?ti p t: Qpm 742 Bay Road, Queensbury,~NY 12804 Inspector's I r NAME: PERMIT#: LOCATION: INSPECT ON: IS -.-7YPE-OF STRUCTURE. Y N N/A COMMENTS -framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom.6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft, 8 in. Notches/Holes/Bearing Walls Metal Strapping far Notches Top Plate 1 1z(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 snow 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 %2 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 L:\Suel"Iemingway\Building.Codes,Inapection,FORMS\Framing Firestopping Inspection Report.doe January 28,2003 Feb AS 04 04:26p p, 2 TJBeatn(i1vp6SOSertetNbu 34t3S Ja1.1#2 n �i� T1�d/PT }(TM)•. 0 @ 11- }j r use:4 2119a0n44:o5:41 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Pagel Exisine version t.10.3 FOR THE APPLICATION AND LOADS LISTED .2 b 2s A Product Diagram is Conceptual. LOADS Analysis is fora.foist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration.12-0 Dead SUPPORTS: Input. floating VerScal Reactions Ohs) Detail Other Width Length LivelDeadlUplillI otal 1 Stud well $.SO' S.SV 6931 208 1 0/901 A1:Biod ing 4 Ply lW TJI*A2ro(TMW0 2 Sludwa0 $.Sir S.SG" 693 1 208 1 0/901 Alt Blocking 1 Ply 18 YJitpPm(TM),550 CAU IOW.Required bearing longth(s)wmeW the minimum shown in the TJ Builder's guide for single family residential applications. Limits+End supports. 3 W.fntennediate supports.31/r wdh web stiffeners and 5114"without web stiffeners. -See TJ SPECIFIERS 113LULDFRS GUIDE for detati(s):Al:Bioddng A rr A"berm,L. t f� ��,A LOCATION ANALYSIS: M pr 1C User Location 'X'(Hark-)Ditnersion Comment 1 13 S' CL V4'deep x 4'long nctcJk DESIGN CONTROLS: estE,e C>'erer Mwtimum Design Control Control Location Shear obs) an -870 2330 Passed(37%) RL end Span 1 under Floor loading Ir VerticalReaction Ms) 875 875 1885 Passed(46%) 8earin9l tmderFloorloading t Moment(Ft-Lbs) 5528 5526 lima Passed(4 %) M113 Span 1 under Floor loading 1 Live Load Dell(in) 0411 0.631 Passed(U737) MID Span 1 underFkrorloading cbrazteai = L�S� Yotaf toad t7eB(in) 0.535 1.263 Passed(LIb'67) MID Span i under Floor loading . YJPro 34 30 Passed Span 1 4Wlectim Critankx S'TANDARD(LL:U48QTL:L1240). �I 1�j cb -Allowable momentwas hicreasedfor repetitive member usage. analysis is based on composite action with single layer of 191.32"Panels(2(r Span Rating)GLUED&NAILED woad deckimg. (Lu)•.�compression edges(top and bottom)must be braced at T 8"afc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve morriberstob ADDITIONAL NOTES: ' 4KOI(RTANTf The analysis preser>>ed is moput from software deveJoped by Tins Joist(TJ). Acawabie product values shoum are inaccoritence,wi6 proem TJ maferials and a ode acoep(ed design values TJ Englrleemrg has verified Ilse analysis.The input toads and dimensions ttave been provided by others 04, !"r� —Ira(i:t Lri r+rt land must be veriffed and approved f"the SperSC appicatian by the design professional for the project THiS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY, PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Atonable Stress Design methodologywas used for Building Code iSC anaWM me TJ Distribution product listed above. l PROJECT INFORMATION: OPERATOR INFORMATION: 7r OT40 Residence t2yan Nedwidte 15 Bonner Drive TrrsJoist.A Weyerhaeuser Business, Queensbury.NY 12804 360 Route 101 Suite#1 1 Bedford,NH =10 " Phone:603472-6730 ( ry Copyright 10 2093 by Taus Joist, a tieyerhaeuser Business i TJYO and TJ-Se=O axe xegist�t=mkwx)k.R of Tras Joist. e-r JOtst.PLO`and T7-$r0"are trademazks of Taus Joist- D:\Documents and 9ett3ngz5,NedaricR\"y AocnmesstslCt>.stomexs\duxLs Lu beX\35 Bomer Drive.Joist 2.sw Feb `10 04 04: 27p p. 3,. f. TJ am(rM)6.iaseda��l///H�i,m�er�ao3oola�tia 16"TJIOIPro(TM)Z50 @ 16"ok Pagel Engine Version* THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Pagel Engine Vers'son:1J03 - - FOR THE APPLICATION AND LOADS LISTED t � 26. Product Diagram is Coriceptuat.. LOADS:, Analysis is for a.Joist Member Primary,Load Group-Residential-Living Areas(psl):40.0 Live at 10n:%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(ribs)" Detail Other Width Length '11ve/DeadfUprdtirrotat 1 Stud wall 5.50" &50" 693/208 1 0/901 Ai Blocking 'I Ply 16'TJIWPrb(TMyW6 2 Stud wan 5,50" 5,50" 693/2081:0'1901 A1:Blocking i Ply 16"Timpno(TMp550 -CAUTION:Required bearing length(s)exceed lheminimum shown In the TJ Builder's guide for single fancily residential application's: ' Limits:End supports, 3Y1T.Intermediate supports.31/2' with web stiffeners and 64/4'without web stiffeners. See TJ SPECIFIER'S/BUILDERS GUIDE for detan(#Al:Blocking oTGH LOCATION ANALYSIS: - UseerLocation X"(Hartz)Oirnension Comment 1 ZV 4" CL 1/4"deep x l;.lrZlang notch � � 2 22 a CL 1"deep x 2-1/2"ling notch ' 3 18,10, CL 1/4,deep x 1-112"long notch 4 18'8' CL31&deep by2long notch n l��fa'-� L'tgs£, •�FStGt� C.orrf��Lrj n�aTci l DESIGN CONTROLS Maximum Design Control Control,- Location Shear(lbs) -875 -870 2330 Passed(37%), RL end Span 1 under Floor loading btu= S 5 2 - Vertical Reaction(Ibs) 875 875 1885 Passed(46%u) Bearing 2 under Floor loading.,, . ,g Moment(PI-Uis) 5526 5526 11508 Passed(480/6) MID Span I under Floor loading (p rj C t7 Live Load Den(in) 0.411 D.631 Passed(L/737) MID Span 1,under Floor loading c er tT¢ei Total Lead Dan(in) 0,535 1.263 Passed'(L/567) -MID Span 1 under Floor loading . TJPM 34 30 passed Span 1 -Deflection Criteria:STANDARO(LL:U480.TL:U240):- i�l e t\E��'1 '✓�1»b -Allowable momentwas increased for repefinve member usage. - -Deflection analysis-is based on composite action with single layer of 19/32'Panels(20`Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):AD compression edges(top and bottom)must be braced at 9'U o)c unless detailed`otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(VJ Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others(M. 1AA64ell-. _as rLTIS L.L, must be verified and approved for the specific application by the design professional for the project, THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! -PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, -Allowable Stress Design methodology was used far Building Code IBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION t7 DINO Residence �► Q�'f�, '� _ I Ryan Nedwicke 15 Bonner Drive - i TtusJoist,A Weyerhaeuser Business �- Queensbury,NY 12804 36b Route 101 Suite#1 Bedford,NH 03110 Phone.,603-472.6730 Z Copyright m 2001 by'Frith Joist, a Aeyeihaeoser 9usittess t`p 06066ti TJIm and Ti'Beam aze registered trademarks of Tress Joist. /C• ti - e-I Joiat",Pro&'and TJ-Pros are trademarks of Trus Joist. - - RQFES SIOtyP _ Da\Documents and SettingsWedvicR\my Documents\customerslurtis Lumber\15 Bonner Drive Joist COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INCe Main Office 176 Doe Run Rood - Manhcim, PA 17545 MUNICIPAL CERTIFICATE .1 ELECTRICAL APPROVAL k rA No. �1/ 1, •JI'} 81 102 u" Card No+P1�rmit !R!#11111f•fllN+faf••fr•ff•ff•1•••f•r�+�„+r 1A� M J2*, ®r/ rf - .+1 � +!1i!!1!•lltflllrtell+r++fulrrrlr 1r1r1+•U!1!!/•!lHllr rilettoflee+#r+rrr+++r++++I+1+fN1+.1f+1++fr+i/rf+rlr+ff++rr4llritlrlNrrr!ifelrrtfr+tlrf+l/hoof!,,#, M �N LocationelrNitll#ltllltrltttetelel11ti1ttllullllilllllltilrltrrtlilrlrlli111•lelirftrr111t/ItHlll Ito lrtlrtelrel•feltevelll% j� IitInstallation Consisting of /tittll111!!t /erru1111N1e!!tl �� --f • g# o. t I 11 rfr rlf� rl1 1l111!+ tit! ♦ q•t rel !! 11 ! t Ito#t11tt too too imI too lrltlfft111 ttl/ttftoolof m1lte11rtl life Ito tom 1f1ItoIp1•ririi/feefeelletOtelltit111ttMet161111ttlitt••rlelrelelell••i!el•1!N•titt/ltttt••el•el1H InstalledByjmom/mfoo1m fliiff/t�ls••/••Igll iliillfltl•1/1irllt•Y1I+ttNit/lNHift7••1/II.11I•f••lrll•t tt�I ! Not �tll�iltletlt+eee+eeea/111lriel/!!lliitlllNH The conditions following governed the issuance of this certificate, and any certificate previously issued i cancelled: - This certificate only covers the electrical equipment and installation conditions as of date. Upon th introduction of additional equipment or alterations, application shall be promptly made for inspection, Inspectors of this Company shall have the privilege of mAkigions at any time, and if i1 rules are violated, the Company shall have the right t re a t +Hltl Hillif,,,,,, NSPECTOR f1 i+H t1Hitl11lil1tllH elNi1#111lNiillltillllt H+' Member NAPI,IASI -z_ \ - q ftyy-\ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request recgkved: V Inspection request recei d e Queensbury Building&Code Enforcement Arrive: .1 or's It 742 Bay Road, Queensbury,NY 12804 Inspector's itials: NAME: NO N PERMIT #: 1 P03—& v LOCATION: -0t4a:v-E- INSPECT ON: 29 73— TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. b-r-4q-4 Plumbing Vent/Vents in Place ough Plumbing/Nail Plates I % inch min.Drain Size Washing Machine Drain 2 inch min. vz� Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply 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 properly/No duct tape COMMENTS: L.\SueHemingway\Building.Codes.hispection.FORMS\Rough Plumbing Insulation Repoil.doc November l7,2003 Rough Plumbing / Insulation Inspection Report Office No. (51'8)761-8256 Date Inspection request re 'ived- , J Queensbury Building&Code Enforcement Arrive: m 742 Bay Road, Queensbury,NY 12804 Inspector's Initi < ✓ -T NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCfURE: Y N N/A PVC: R-1,R 2,R-3,R4 Drain/Vents. Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet 1 change of direction Water Supply Piping Coo er Commercial o er,CPVC,Pex One and Two-Family- sulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Su l for Furnace Duct work sealed properly/No duct tape COMMENTS: L-\SueHemingway\Building.Codes.6peotion.FORMS\Rough Plumbing Insulation Report.doc November]7,2003 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request receivy4 Queensbury Building&Code Enforcement Arrive: 742 Bay Road, Queensbury,NY 1.2804 Inspector's In tie_,_, 7WI P NAME: PERMIT#: -10 LOCATION: I g6-C-)-y- 0, INSPECT ON: TYPE OF STRUCTIJRR:' Y N N/A COMMENTS 1L,/Ifiaming Jack Studs/Heaaers 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 I Bearing Walls Metal Strapping for Notches Top Plate 1 V2(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 snow 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 Y2inch 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 L:\Suellemingway\Building,Codes.Inspection,FORMS\Framing Firestopping Inspection Report.doe January 28,2003 Framing/ Firestopping Inspection Report 14n 1, Office No. (518).761-8256 r Date Inspection request received: �'' c� ` Queensbury Building&Code Enforcement Arrive: am/ part: �m 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: l N�'` PERMIT#: - 01 LOCATION: INSPECT ON: — 3 TYPE OF STRUC Framing Y N NIA COAMME TS " Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. 1 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 lts 6 ft.or less on center e and snow 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%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 LASueHemingwaylBuilding.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doe January 28,2003 Framing/ Firestopping Inspection Report 0 Office No..(518)761-825 6 Date Inspection®reques eceived: Queensbury Building&Code Enforcement Arrive: a pm Dep��I- a p S. 742 Bay Road, Queens�ury,NY 1.2804 Inspector's Initi S: NAME: PERMIT#: 3,3- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N . N1A COMMEN Framing T Jack Studs Headers Bracing Bridging CO E/N 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 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anc or Bolts 6 ft. or less on center 4ce and snow 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 V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin&all Windows Habitable Space/Bedrooms 24 in. (H) 26 in.(W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\FTamingFirestopping Inspection Report.doc January 28,2003 03 Per4By REScheck Compliance Certificate c , 1995 MEC REScheckSoftware Version 3.5 Release 1c Data filename:C:\Program Files\Check\REScheck\Oneal Residence.rck TITLE:Energy Audit a- CITY:Glens Falls STATE:New York HDD:7635 CONSTRUCTION TYPE: Single Family Sg 0 200� DATE:09/27/03 0LlE I �Bq��Y DATE OF PLANS:9/27/03 -TO\JVN 0jMG Pj'10 1 'ODE PR07ECT INFORMATION: Oneal Residence-Restoration 15 Bonner Drive-Queensbury NY COMPANY INFORMATION: Quest Builders COMPLIANCE:Passes Maximum UA=286 Your Home UA=281 1.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1222 38.0 0.0 37 Ceiling,2:Cathedral Ceiling(no attic) 280 30.0 0.0 9 Skylight 1: Metal Frame with Thermal Break:Double Pane with Low-E 24 0.470 11 Wall 1:Wood Frame, 16"o.c, 400 21.0 0.0,.- -- 17 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E 79 0.330 26 Door 1:Solid '� 20 0.140 3 Wall 2:Wood Frame, 16"o.c. 224 21.0 0.0 10 Window 2: Metal Frame.with Tbermai_B-r ryDouble Pane wi^ty,Low E Wall 3:Wood Frame, 16"o.c. _ 113 137 OA _ _$ Window 3: Metal Frame with Thermal Break:Double Pane with Low-E 15 0.330 5 Wall 4:Wood Frame, 16"o.c. 183 13.0 - 0.0 8 Window 4: Metal Frame with Thermal Break:Double Pane with Low-E 82 0.330 27 Wall 5: Wood Frame, 16"o.c. 113 13.0 0.0 6 Door 2:Glass 40 0.230 9 k Wall 6:Wood Frame, 16"o.c. 230 21.0 0.0 11 Window 5: Metal Frame with Thermal Break:Double Pane with Low-E 31 0.330 10 Wall 7:Wood Frame, 16"o.c. 208 21.0 0.0 11 Window 6: Metal Frame with Thermal Break:Double Pane with Low-E 11 0.330 4 Basement Wall 1:Solid Concrete or Masonry 1216 13.0 11.0 43 Wall height: 8.0' Depth below grade:7.0' Insulation depth:8.0' Floor 1:All-Wood Joist/Truss:Over Outside Air 284 19.0 0.0 13 Furnace 1:Forced Hot Air,78 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.. The proposed building has been designed to meet the 1995 MEC requirements in RES checkVersion 3.5 Re the RES checkInspection Checklig. �aselc formerly MECchec.§and to comply with the mandatory requirements listed in Builder/Designer Date A