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2003-753 TOWNOFQUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 . Community Development-Building&Codes (518)761.8256 C ERTI F ICATE OF OCCUPANCY Permit Number: P20030753 Date,Issued: Wednesday,November 19,2003 This is to,certify that work requested to be done as shown by Permit Number P20030753 has'been completed. Tax Map Number: 523400-302-014-0003.007-000.0000 Location: 21 LINDEN Ave Owner: DANIEL&CHARLENE KANE Applicant: DANIEL&CHARLENE KANE This structure may be occupied as a: By Order of Town Board Residential Addition TOWN OF QUEENSBURY Director of Building&Code Enfotcement TOWN-OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development=Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030753 Application Number: A20030753 Tax Map No: 523400-302-014-0003-007-000-0000 Permission is hereby granted to: DANTEL Ili C',HARLENF.VANE, For property located at: 21 LINDEN Ave in the Town of Queensbury,to constructor 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: DAN EL,& CHARLENE KANE Residential Addition $17,500.00 21 LINDEN Ave Total Value $17,500.00 Y°QUEENSBURY,N 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2003-753 224 SQ FT RESIDENTIAL ADDITION(3 SEASON SUNR.00NI)AS PER PLOT PLAN SPECIFICATIONS $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 18, 2004 Of 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 - of Queen ury; 'fh%rsday, September 18, 2003 SIGNED BY for the Town of Queensbury. Director of Buildingw Cod Enforcement IBuilding Permit Application Town of Queensbury-Dept of Community Development,742 Hay Road,Queensbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a valid building permit. All applicants'spaces on this Fee Paid $- - application must be completed and must appear on the Rec.Foe Paid $ application form. Reviewed By: Applicant: ?C-T11 a 4 Owner: V ►J IC-L Address: 5io Na -- pia Address: 91 Lwpa< E0t= _P.t tEl,:��A ►S. Y.� t l Phone#(�,-) }s.'i .- Phone#(Gk�) �d►..�.� Property Location: Lot Number: / House Number I j / L» {� Subdivision Name: Tax Map Number: ° New Building: residence /commercial 'Estimated Market Value of Construction:$ 77 S"Da (1 Addition: rest enc commercial n Alteration: residence/ commercial If an Addition,what will use of new addition be? ° No change to exterior size: residence/com'1 -Nsk-1e "ka n Other work(describe Check OccupancyInformation 1'Floor F' Floor Other floor Total Below aq,ft. C-J%,Vr1k36 r aq.ft. sq.ft. Square Feet A Single family dwelling Z 2 ° Two - dwellin - ° Townhouse n Multifamily dwelling #ofunits o Office ° Mercantile yam, �� ° Manufactutia ° 1 car detached garage n 2 car detached garage 0 9 2003 ° 3 car detached garage ° 1 car attached garage TOVVW OF:QLbr NSBUF'1Y° 2 oar attached garage Mlle DING AN (ODE-o Storago buiied p ge commercial ° Storage building- residential ° Other What is the proposed height of the structure Q feet Will any second-hand or ungraded lumber be used? If so,for what?—� inches QE%lS�f ilJ b Type of Heating system. electric/ oil / gas/wood /forced hot air/baseboard I other: Number of Fir ell to be installed )DgL Number of, 'oodr eves to be installed "" List below the Person(s)responsible for supervision of work as regards to building codes: Name Address Builder Phone Number 5b &x: PIumber ' Mason eftL 1 ho L,wro) L1Cll~ - - Iec oian 'YU he y, r ` S-n24a DM1W3tbZ@ ploase sign below after you have carefully read the statement: To the best ofmyt knowledge the statements contai submitted, in this application,together with the plans and specifications submitted,are re atruo and complete statement of all proposed work to be done on the described promises and that all provisions w ns whether specified Building Code,the Zoning h wodinanco and all other laws pertaining to the proposed work shall be ccmpiied With,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Dwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued, a requested by the Zoning Administrator or Director of Building and Codes, Signature: �� owner,owners agent,architect,contractor Residential Final Inspection Office No.,(518)761-825'6 Date Inspection,re est re eiv Queensbury Building&Code Enforcement Arrive: am/p art: a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini Is: NAME: - 1' T#: . LOCATION: = ATE: TYPE OF STRUCTURE: Comments Y N N/A Chinme -Ht:/»B"Ven_t/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 Rail in s 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade aw ay from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off e osed/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=offboiler Relief-VdIve s installed' Interior: rivac /trim/doors 1 main'entrance 36 in. - Bathroom,/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: - Every level: / Every Bedroom:, Outside every bedroom area: Inter Connected: / Batter backu : Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft sto -ing finished basement 1,000 sf _. Emergency Einqgency egress below grade Basement stairs closed rise>4 inches f 3/4 hour fire door/door closer Garage fireproofing - Duct work Sealed ro erl - — ' Attic access 30 in.x 24 in,x 30 in.tht.)Inaccessible area -<.. Crawl Spaces 18"x 24"access, 1 s .ft.-150 s . ft.vents, Building No./Address visible from road Final Electrical . Site Plan /Variance required Final Survey Plot Plan As Built Se tic System/Sewer Dept.Inspection Sticker Flood Plain Certification,'if re 4 uired Okay to issue C/C Cert.Of Compliance) - Okay to issue Temporary C 1 O(Cert.Of Occu anc Okay to issue Permanent C/O(Cert. Of Occupancy) L:\SueHeming%vay\Bt itding.Codes.'Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 py. Rough Plumbing /Insulation Inspection Report Office No. (518)761-8256 Date Inspection re st receiv � Queensbury Building&Code Enforcement Arrive: a 'm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME. '��-"� PERMIT#: l� LOCATION: INSPECT ON: A-1014 Z it 21 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 Copper Commercial PVC,Pex OneA Two Family ulation/ s• Jtial C �1 ommercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingwayU3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing Insulation Inspection Report Office No. (518)761-8256 Date Ins ection reques5.r'4celved: Queensbury Building&Code Enforcement Arrive: De 742 Bay Road, Queensbury,NY 12804 Inspecf6r's iti NAME: OR PERMIT 4-03 LOCATION: INSPECT ON: TYPE OF STRUCTURE: n N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent/Comm. -7 Plumbing Vent/.Vents in Place 7V Rough Plumbing/Nail Plates co Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial C2pLer,CPVC,Pex One&Two Family _Im<, ation/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 COMMENTS: L.\SueHemingway'Building.Cades.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: , J arii/p epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y lv N/A COMMENTS 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 I 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 V2inch 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:\SueHemin-.Way\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(51'8)761-8256 Date Inspecp9n request received: Queensbury Building&Code Enforcement An.-iv'e: 6t'il S am/pm Depart: am/pm PS 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: N NAME: � PERMIT#: 03-22 j LOCATION: INSPECT ON: 1W-261—ld-11 TYPE OF STRUCTURE: Comments V N -N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/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/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codcs.Inspection,FORMS\Foundation Inspection Report.doc January 28,2003 Insulation Inspection Report Rou gh Plumbing Office No. (518)761-8256 Date Inspection request received: joh JU3 Queensbury Building&Code Enforcement Arrive: , t i) am/Dm , Depart: an pm 742 Bay Road, Queensbury,NY 12804 Inspecto'r's Initials: NAME: PERMIT LOCATION: s2 INSPECT ON: 0 _Z 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 Diain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial CPVC,Pex One&Two Family Cpr�ulqn laResidential Check/Commercial Check 1/?- 36 Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: dS JN �L,\SucHemingwa3`Building.Codes.inspection.FORMS\Rough Plumbing Insulation Report.doc January 29,2003 Framing /Firestopping lnsp�&cbbfi eport 7 Office No. (518) 761-8256 Date Inspection request receiyeih Queensbury Building&Code Enforcement Arrive: p art: ar nitixi s:742 Bay Road, Queensbury,NY 12804 Inspector's Il 7 NAME: f PERMIT#(D 2�-� /53 LOCATION: INSPECT ON:- TYPE OF STRU T1 ME.' Y N N/A COMMENTS NY E hung bFn Jack Studs/Headers Bracing A ri Joist hangae�pp 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 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. z� '130 Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in, (H) 5.7'sf above below grade 5.0 sf grade L:\Suellemingway\Building.Codes.Iiispection,FORMS\Framing Firestopping Inspection Report.doc January 28,2003 YOB (X-N; Foundation Inspection Report Office No. (518)761-8256 Date Inspection request rec v d: lalep 3 Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initia NAME: vy� #: LOCATION: 1 L 401 Ay-�— SEP E C T fON: TYPE OF STRUCTURE: Comments Y N N/A 13 k 42 'Wootings tc 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 Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\Suel4en ingway\Building,Codes.Inspection,FORMSToundation Inspection Report.doc January 28,2003 p t , e � Job S`Ite Address. 1 �.t �J '' Date: Owner; tL'! �l�(2,��'�1 �4�E Application No. Bile No. 32- �3 '�� p`aACyiM WINDOW SCHEDULE Window Window Mfg, Window Unit oruu Number or Name ��, S-IT SQ:F . Clear Clear Special Hardware or Model Stock Opentngperung GlassNrsib �Ie�tesslC(eat Opening Q,pening.H,ejght Instructions Letter on Or Type Number :ltddt PlaniighG Sze`; Opemng „4udth: r ;In 1ches, to Call Size ,� G4 gh t ,� —AIL THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES r • *s• r v r�• �{� ]]�� pp [[�t11 77//ryry A Anersenn 3t K"at(}F+Y'r t�t3000 )4L UJ t ��n trr ?' 1 ti tr u. 3 t4- t.��, ° •'""`b{'tGa '�f}��M1 �� Stu 1 ,MF'�(n d M^.,� i fE`ttd�f.yavC, .r'r , ,'J tr Y ,.:. ss Tempered �`' ,, ta�AS fr�'��Ub ed`" r r •+,�.. i � ,MJr-kr M ^� ?4 � �� §n� ti�k�"(�, 4 ?`�3r ��rN `�$,�dt4 » , r •ii" ap�'S�,tiY�.tt z.,�n6�" X � � � � �"(` i t a.i�' t z � Pry;�i�W +yt +Z1' >- L'1 DeHenungwaySuilding,Pcnnit,FORMSIWindow Schedule-doe Job Site Address:_ 21 � �L1j�-- Date: Owner: �> �t�l C��A�l6 ,Q ' Application No. File No. Building Permit—Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of f Req,Light Actual Req ,Vent Actual Sq.Ft. Remarks Room Room 8%of Room Light 4°ld of Room Vent 541 Fl Opening for in Area Square area Square Egress Square Footage Footage Feet M y nn y� 3_ �A ' r t L.'SueHeaiingwayTuilding,Permit.FORMSWat.Light,Ventil,Calculation.SheeLdoc 711 11 IWindows„ d- Table of Basic Unit sixes Scale 1/8"= 1'-01,(1:96) k, 1'•9 5/8, 2'-1 -5 ale" 2'-7 5/a" 2'-9 s/a" 2'-11 51a" 3'-1 5/a" 3'•5 sla" 3'_g s e„ Unit Dimension i i t l / 1(549)� i (651) ' (752) l I (803) 56} (1057) I (1I59) Rough Opening 1'101/a 2'-21/e 2'-8 1/8" 2-10 I/s 3'-0 fire" 3'22 1/a" 3-6 t/e" 3-10 /a „ 62� (867)(64) ( (8 15 6 7 968} 1070) (2172) 15" 27" g"25 9 31„ 35 39Unobstructed Glass" 19" 23" (483) (584) I (635) i 86 (787) I (889)) (737) i ]] 193 [E TW1B21 � �i ') 0 TW202 1 �� IakE 10 TV124210 L52r.2rn TW2B220 llv2t0atf} —,. 71N30210 Tw34220 Tw382 .Just attach ��"—"t [E] _-1 l0 Ty 3"(76) s-- �� J Ell Ill .I ,petal clip _� __� � jamb With 7W1832 1W2032 TW2432 T 4).s42 I_ (TW2832 VVV21 n32 El TW3032TW3432 TW3832 e-punched > El [E:ll :nd the clipthe unit inm 'RV1:f3 r,' T1rJ2t 3s' Tt4'243G Tbt in3ti T:'17n31i' nstallations T h'2r,:tr, Tta;:n3r, 2 loot be used. F ••I fl�: t�� i��, TW18310 TW20310 TW24310 TV,126310` TW28310 TtV2103I9' El � TW30310 TW34310 iW3B310 mrF ro ti 1-1 M consist of El El TW1142 TW2042 TW2442 T1+12C-12 TW2842 TPt21n17` TW3042 TW3442 !ted with �� TW3842 Ireservative v 'o rigid vinyl. 'v •-- �' �- N: �l TEl e in whitens TW1846 TW2046 TW2446 Tt,'264f.' 7W3046 iQOrFOTESt T TW2846 nt+7.lnrtf.• 7W3446 TW3846 dimensionsFFF by 1-3116" 10)lengths. (N�V T'NIP410 T1,v2n410' Ttb24:tin -IW2nrl1..0' TlL'2ft410' 11V21n41n'e fl:.Tt'•11G c D a Tl"d3R•tif•• El M ' WIDTH 1•�; I I �I �s�'! ��I P-J, DH 1 E 1 i 1.3/16" i:.i. it �� ! I � II II (34) ? L' — t '-` TW1852 TW2052 TW2452 TVV2G;2 iT 1W2852+ IVV210:2. + TW3052 t 3-1/2"&5-1/2" r i. —� r �� TW3452+ 2 1W385 (89)&(140) IF I —II`,a a ,? a' H rn ,., ,i._„ `il;j 1 y These 5'•9"height units 1 u: I ! g is are'cottage style' 24° a` ` } units,and have unequal sash.The top sash is m (620) M �_I" I'�=i: �II i lit r I I � _. - shorter than the bottom sash. 48" ? V 1W2856 TW2056 TW2456 lh..r:;1: i+ + (12T9) 7W2856 Ttv:_ „ TW3056 TW3456 TW3856 (1219) ro �, Ij (` .�'� a rT� o �;� ii , I r ------ - I � TheSeslzesateavall�titalrl o H }� "CI — � �I II1 l� i II II (25} e _;I �� J - --;--- --.—__— unobstructed glass height is for single 3/4" r �Ji (19) TiNIP:10' TTv2051n -,,, - } sash only. ,,,J2„an. ,,..r;rt{1 il': ,'ill! ;z,:r�tri:,+n - en _ it...(t; Ri at_tngf,l a '«..r,3,,_. • These units r=�, y � � +• :.+:D'•' is meet or exceed the following II�' �� dimensions:Clear operable area of 5.7 i s ft..Clear Openable width of 20"and 1I Clear Openable height of 24" �-- l• , I tt - , ■ "unit Dimension"always refers to outside frame to frame dimension. 3/4" i''—�' ! I` I(( II I Dimensions in parentheses are in TWi862 TW2062 TW2462+ %i{2rw TW2862• T1112 — millimeters. ItTn'=�" TW3062� 1W3462 4 TW3$62 a • when ordering,be sure,to specify color _.._ desired:white,sandtone.Terratone or Forest Green. Tilt-Wash it I: Windows Anderserf Opening Specifications for Tilt-Wash Basic Sizes Clear Opening in Full open Posit 0n Top of Subfloor Crack Opening i to Top of Inside Overall Unit Clear Opg. Width Depth Glass Vent Sash Only Vent Sill Stop Area Sq.Ft. (MI) Inches (mm) Inches Lineal Ft, (mm) (mm) Sq.Ft. (MI) Sq,Ft, (T.2) Inches (mm) Sq.Ft. (m2) 1.77 (164) 17 Tfs' (454) 14 1/,' (362) 2.90 7(.269) M 5 (31 5) 1.78 48 1/21, 2.02 (,188) (.165) (1231) 5,53 (514).. ............. • (454) 16 1/," (412) 3,32 .32 (,308) It,p, (3378) 2.03 (.189) 44 1/,- (1130) 6.14 (.570) 3.74 (.ij 7) 11,9- (3581) 2.28 (.212) 4 0'/2- (1028) 6.74 (.626) 2.26 1. 10) 17 (454) (.233) 177/,- (454) 20 (514) 4.15 (.386) 12'Y (3785) 2.53 (235) 36 1/2" (926) 7.34 (.682) .76 (,256) 17 1/8* (454) 22 (565) 4.57 (A25) 13--v (398) 2.78 (.258) 32 1/2u (825) 7.94 (.737) 8 3.01 (.280) 177/,- (454) 24 (616) 4.98. (.463) 13-9" (4.I.91) 3.02 (.2.1) 8 28 1/2" (723) 8.54 (.793) (454) 261/1 (666) 5,4 "*5-* 17% , 0 (.502) 14 (4394) 3.27 (.304) 24 1/,' (622) 9.14 (A49) 3.51 (.326) 17 fa (454) 28 1/4" (717) 5.81 (5201 9.74 (.905) (.540) 15 1- (4597) 3.52 (.327) 20 3.01 '_(,28o) 17 (454) 24 1/,' (616) 6.23 (179) 15'9- (4801) 3.02 (.281) 16 - - (418) 10.34 (.961) 4.00 (.372) 177/,- (454) 321/,- (819) 6.65 �618 1- - 6'5" (5004) 4.02 (.373) 12 1/2- (317) 10.94 (1.016) 4.25 .(.395) 17 7/,' (454) 34 (870) 7.06 (.656) 1 7'V (5207) 4.26 (.396) 8 1/2' (215) 11.54 (1.072) M (201) 21 7le (556) 14 (362) 3.68 (.342) 11-5" (3480) 2.18 (.203) 481./2' (1231) 6.56 (.609) 2' '47 @i (.229) 211/.' (556) 1 (412) 4.21 (.391) 12 V (3683) 2.48 (.230) 44 1/2- (1130) 7.27 (.675) 5 3886) 2.79 (.259) 40 1/2" (1028) 7.98 (.742) (5 6) 18 1/,' (463) 4.73 (.439) 12'9 21 M06101"If 3.07. (.285) 21%" (556) 20 (514) 5.26 (926)' 8.69 (.808) (A89) 13'5" (4090) 3.09 (.287) LON!- '3.38 (314) 21%, (556) 22 (565) • 5.79 (,538) 14'1" (4293) 3.40 (.316) 32 1/2" (825) 9.41 (.874) (4496) 3.70 (.344) 28 1/2' (723) 10A2 (.940) 8 (.342) 21 (556) 241/,- (616) 6.31 (,586) 1 M jak 2 3.99 j.37 1 21'/a" (556) 26 (666) 6.84 (MS) 15'5" (4699) 4.00 (.372) 24 1/," (622) 10,83 (1=6) (399) 21%- (5568 (717) 7,37 (.685) 16'1- 4902) 4.31 (.400) 20%j2' 520) 11.54 (1.072) 3 (556) 241/,- (6 6) 7.89 (.733) 16-9- (5105) 3,70 (.344) 161/1., 14,18) 12.25 (1.138) M-65to 4.90 (.455) 21%. (556) _(*8 19) 8.42 (382) 1 5- (5309) 4.92 (.457) 12 1/2' (317' ..1 - ---. - ) 1196 (1.204) 5.20 (.483) 21 7/," (555) 3 4 1/,' (870) 8.95 (331) 18'1" (551 2) 5.22 (.485) 8 1/2- (215) 13.68 (1.271) 10-4401-2.56 (M'8)_ 24 7187 (657) 14 (362) _...4.46. (.414) 12-1 5- (3785) 2.58 (.240) 1/2'_(_231)_ 7.58 (.704) M/1482- - 48 1 2.92 .271) 24 7/,- (657) 161/,- (412) 5.09 (.473) 13'1- (3988) 2.94 (.273) 44 1/2' (1130). 328 8.40 ('781) JIL5L 24% (657) 1811/4- (463) 5.73 (.532) IT9" (4191) 3.30 (.307) 40 1/2- (1028) 9.23 (.857) 24 rle (657) 201/,- (514) 6.37 (.592) 14'5- (4394) 3.66 (340) 36 1/2" *(926) 16.05 (.934) 4.0'0 (372) 24 Ile (657) 22 1/," (565)" 7.0 j (,651) 15-1- (4597) 4.02 (.373) 32-/2- ('825)' 10,87 (1.010) 4.36 -25 1/," (723) 1130 (1.087) (.405) 24%' (657) 241/., (616) 7.65 (.711) 15-9- (4801) 4.38 (.407) z, 4.71 (.438) 24'/a' (657) 26 1/," (666) 8.28 (369) 16'5' (5004) 4.74 -1-- ---" , - (622) 12.52 (1.163) - (.440) 24 1/2 `/9' (657) 28 (717) 8.92 (.829) 17'V (5207) 5.10 (.474) 201/1-. (520) 13.34 (1.240) 5.07 _(.471) 24 4.36 (.405) 241/91 (657)' 241/4' (616) 9.56 (.888) 17'9- (5410) 4.38 (.4o?) IS'/,' (418) 14.17 (1.316) . _ .1 .. I.. . 11 �.;ii) 2q%, (657). 32 1/,*--(819) 10.20 (.947) 18'5" (5614) 5.81 (.540) 1*2 1/y' (31 j) 14.99 (1,392) (Z71) 24 1/8* (657) 34 1A, (870) 10.84 (1,007) 19'V (5817) 6.17 .573). 8 1/2" (2 15) 15.81 (1.469) j,256�) 27%' (708) 14 1/," (362) 4.84 (.450) 12'1 P (3937) 2.78 (.258) 48 1/2" (1231) 8.09 (.752) §2 3.14- (.292) 27 71e (708) 16'/° (412) 5.54 (.515) 13'7" (4140) 3.17 (.295) 44 1/2" (1130) 8,97 (.833) (.328) 27 T/8" (708) 181/,1 (463) 6.23 (.579) 14'3' (4343) 3.55 (.330) 40%1 (1()28') 9.85 (.915) .364T 27 7fm (708) 20 114" (514) 6.92 (643) 14'11" (4547) 3.94 (.366) 36 1/2" (9 2'6)' 10.73 (.997) (708) 22 1/4" (565) 762 ' " ?7 . (.708) 15 7 Is 4.33 (.402) 32 1/2- (825) 11.61 (1.079) - . ... - .- J,4.69 (.436)) 277/,- (708) 24 (616) 8,31 (372) 16-3- (4953) 4.71 (.438) 28 1/2" (723) 12.49 (1.160) E_TW!Os'� 508 (,472) 27 (708)' 2 6 114' (666) 9.01 (337) 16'IV (5156) 5.10 (.474) 24 /2. (622) 13.36 (1.241) 5.47 (.508) 27? (708) 28-F/,.'- 9.70 pol) 17'7- (5359) 5.49 (.510) 20 1/," (520) ...... 14.24 (1.323) 4.69 (.436) 27 (708) 241/,- (616) 10.39 (.963) 18-3" (5563-) 4.71 (.438) 16 1/2" (4' tj 6.24 . ......... 18) 15.12 (1.405) (,580) 2 7 (708) 32 1/y, (819 - - - . 11.09 (1,030) 18'11 (5766) 6.26 (.582) 12 1/2- (317) 16.00 (1,486) j fi.ii (�EiL6L 2 7 (708) 34 1/,' (870) 11.78 (1.094) 9-7- (5969) 6.65 (.618) 8 1/2' (215) 16.88 (1.568) 9 (75 1 14 (362) 5.23 5" 90)---- - 2.98 ( 4-8-Fi/," (1231) 8.61 (.800) M62_11,1 3.37 (.313) 29 (759) 16 (412) 5.98 .556) 14 '1- (40 .277) - (4.293) 3.39 (.315) 441/2' (1130) 9.54 (.885) 3.78 (351) 29%- (759) 18 (46-3,)- 6.73 (.625) 14-9- (4496) 3.81 (.354) 40 1/2' (1028) 10.47 (.973) 4.20 (.390) 29 lle (759) 20 (514) 7,48 (X95) 15'5' (4699) 4.22 (.392) -361/2' (926') M41 (1.060) .16--l- (4902) 4.64 (.431) 3- 4,13 1 �428L_29 Ile (759) 22 (565) 8.23 (.765) 5�03 (AS 1 29,/8- (759) 2 4 1/," (616) 8.98 (.834) M 9' (5105) 5.05 (.469) 28 1/," i46 (825) 12.34 (1.146) 4i6J5_'_5_.4_4' ..(723) 13.28 (1134) 05) 29 Ile' (759) 2� ('6'66-) 9.73 (.904) ITY (5309) 5.47 (.508) 24./2. (622) 14.21 (1.320) 5.86 (,544) 29 1/j, (759) 28 V," (717) 10.48 (.974) 18'1' (5512) 5.88 (.546) 20-1-/,--- (5-20) 15.14 (1.407) , 6, i 5.03--(AIE ) 29 (7 241/,,- (616 11.22 (1,042) 18 ) 19. (5715) 5.05 (.469) 1.59) _. _. .. . - . . . 6 1/2' (41 8) 16.08 (1.494) IR 5,101_6.69 (M2) 29 (759) 32 V,' (819) 11.97 (1.112) 19'5' (5918) 6 -.71 (.623) 121/2- (317) 17.01 (1.580) 2*i,, 7.10 (,660) 29 fa (759) 34 (870) 12,72 (1.182) 2 V (6121) 7.13 (.662) 81/2 3.-1,5 (:2 (809) -14_'/,.' ('362) (215) 17.95 (1.668) 5.62 .(422) .131.11- (4242) 3.18 (.295) 48 112" (1231) 9.12 (.847) W1032`1 3.59 (.33 4) (809) 16 V_(412) . 6.42 (.596) 14'7- (4445) 3.62 (.336) 441/2' (1130) 10.11 (.939) 4.04 I -3- (.375) 31'i;a' (8*09) 18 (463 T23' (.672 **1' - - '5 (4648) 4.06 (.377) 40'/2" (1028) 11-10 (1.031) 3 0! 4,48 (.416) 31%' (809) 20 (514) 8.03 (.746) 15-11- (4852) 4.51 (.419) 361/2-- - 042-! 4.92 (.457) 31 7/87 (926) 12.09 (1.123) (809) .221/4- (565,I- 8.84 (.821) 11Y 7- (5055) 4.95 (.460) 132.1/2" (825) 13.08 (1.215) 31 (809) 24 _'(616) 9.64 (896) -17'-3'- '(5258)- 5.3*9 (.501) 281/2' (72-3)- 14.07 (1.307) 31 (809) '14� (666) 10.45 (.-71) 1-7 4.6 1 3 12) 24 - 22 "05 (13e) 04 '90� TIW2 '3) 20 2 11.25 (1 *041) 7" 6*2"'-'- R ("9) 28 1 1 261/41 5�6 (."f 31% 24 (616) 2 06 20) 19'T, (5867) 53 {.501) 6 (4113 .03 (1 587) TW2 98) 3 (809� ("g) 9 ) 9 0 1 1 17 M (8011 3 12 7 6 ,65) 2 (3 7) 18., (1 .614) 'Z� T 4 3) _115i' 1, 62-, 3 �f _34 13.67 (1.270 ) 7�� (fi2 7." ('706) 8 Y2. (2 1 ) These units meet or exceed the(09owing dimensions:clear openable area of 5J sq.ft.,clear openable width of 20'and clear openable height of 24'.' Opening Specifications for Tilt-Wash Basic Sizes Cont. Clear Opening in Full Open Position Top of Subfloor Crack Opening to Tap of Inside Overall Unit Unit Clear Opg. Width Depth Glass Vent Sash Only Vent Sill Stop Area No. Sq.Ft. (m1) Inches (mm) Inches (mm) Sq.R. (m7) Lineal Ft. (mm) Sq.Ft. 02) Inches (mm) Sq.Ft. (0) 1W30210 335 (311) 33 7/8' (860) 14'J,' (362) 6.01 (.558) 14'5" (4394) 3.38 (.314) 48'/{ (1231) 9.63 (.895) TW3032 382 (355) 33 rfa" (860) 161/," (412) 6.97 (.638) IT 1" (4597) 3.85 (.358) 44'/{ (1130) 10.67 (.991) TW3036 4.29 (.399) 33 r/8° (860) 18'J," (463) 7.73 (.718) 15'9' (4801) 4.32 (.401) 40'j;` (1028) 11.72 (1.089) - IW30310 4.76 (A42) 33 7fa" (860) 20 1/,' (514) 8,59 (.798) 16'5" (5004) 4.79 (.445) 36'/T (926) 1276 (1.185) s TW3042 5.23 (486) 33 t/e" (860) 221/r" (565) 9.45 (.878) 17,1" (5207) 5.26 (489) 32'/1` (825) 13.81 (1.283) TW3046• 5.70 (530) 33 rje" (860) 24'f" (615) 10.31 (.958) 17'9` (5410) 5.73 (.532) 28 1/,- (723) 14.85 (1 380) ( TW30410' 6.17 (.573) 33 Ile (860) 2fi'J," (666) 11.17 (1.038) 18'5° (5614) 6.20 (.576) 24'/{ (622) 15.90 (1.477) _ T4V3052• 6.64 (.627) 33 7/$" (860) 28 sJ,' (717) 12.03 (1.118) 19'i" (5837) 6.61 (.620) 201J{ (520) 16.95 (1.575) TW3056' 5.70 (.530) 33% (860) 24 t/s` (616) 12.89 (1.198) 19'9` (6020) 5.73 (.532) 16'J- (419) 17.99 (1.671) f TW305101 T58 (704) 33 7/s" (860) 32`J' (819) 13.75 (1,277) 20'5` (6223) T61 (.707) 12'/r" (317) 19.04 (1.769) TW3062• 805 (.748) 33 t/a (860) 34 1/ (870) 14.61 (1.357) 21'1" (64261 8.08 (.751) 81/; (215) 20.08 (1.865) TW34210 3.74 (3,17) 37 7/a" (962) 14°J," (362) 6,79 (Ml) 15,5" (4699) 3,78 (.351)- 46 lj" (1231) 10,65 (.989) TW3432 4.27 (397) 37'le (962) 16'j" (412) 7.76 (.721) 16'1" (4902) 4.30 (.399) 44'/, (1130) 11.81 (1.097) TW3436 4.80 (446) 377/8' (962) 18-j" (463) 8.73 (.811) 16'9" (5105) 4.83 (.449) 40'J{ (1028) 12.97 (1.205) 1f7" (926) 14.12 (1.312 TW34310 532 (.494) 37 7fe" (962) 20!j,' (514) 9.70 (.901) 1T 5" (5309) 5.35 (.497) 36 ) TW3442 5.85 (.543) 37 r/s" (962) 22 t/;" (565) '10.67 (.991) 18'1" (5512) 5.88 (.546) 32 (825) 15.29 (1.420) TW3446• 6.37 (592) 37 7/j' (962) 24'j," (616) 11.64 (1.081) 18'9" (5715) 6.41 (.596) 28'f7 (723) 16.43 (1.526) TGV344i0 &90 (641) 37 7f8" (962) 26 y" (666) 12.61 (1.172) 19'5" (5918) 6.93 (.644) 24 i/?" (622) 17.59 (1.634) iW3452` 7 43 (694) 37 Ile (962} 28'f," (717y 13.58 (1.262) 2011, (6121) 7.46 (.693) 20'/z` (520) 18.75 (1.742) TW3456` 6.37 (.992) 37%' (962) 24 tj: (616) 14.55 (1.352) 20'9" (6325) 6.41 (.596) 16 sf? (418) 19.90 (1.849) TW34510` 848 (788) 37 718' (962) 32 1f,' (819) 15.53 (1.443) 21'5" (6528) 8.51 (.791) 12 7f7` (317) 21.06 (1.957) TW3462' 901 (837) 37 7Je" (962) 34'f.•" (870) 16.50 (1.533) 21'1" (6731) 9.04 (.840) 8 y; (215) 22.22 (2.064) TW38210 4.14 (.385) 41 71,r (1064) 14 sf•" (362) 7.56 (.702) 16'5" (5004) 4.17 (.387) 48 1jj (1231) 11.68 (1.085) IW3832 472 (439) 41 7f8' (1064) 16 sj," (412) 8.64 (803) 17'1" (5207) 4.76 (.442) 44'ja (1130) 12.94 (1.202) TW3836 5.30 (492) 417/$' (1064) 18'j," (463) 9.72 (903) 1719" (5410) 5.34 (A96) 40'J;" (1028) 14.21 (1.320) TW38310 588 (.546) 41%" (1064) 20 if," (514) 10.81 (1.004) 1815, (5614) 5.92 (.550) 36 iJ,' (926) 15.48 (1.438) TW3842 647 (601) 41%" (1064) 22'14' (565) 11.89 (1.105) 19,1" (5817) 6.50 (.604) 32 i/7" (825) 16.75 (1.556) TA3846, 705 (.655) 41%" (1064) 24'j," (616) 12.97 (1205) 19'9" (6020) 7.08 (.658) 281/r (723) 18.01 (1.673) f TN38410• 763 (709) 41 7fe' (1064) 26 i/,' (666) 14.05 (1.305) 20'5" (6223) 7.66 (.712) 24 1/2' (622) 19.28 (1.791) TW3852- 921 (363) 41 7J8' (1064) 28'f,° (717) 1514 (1.407) 21'1" (6426) 6.25 (.766) 20%- (520) 20.55 (1.909) `- TW3856` 705 (.655) 417/8" (1064) 24'/" (616) 16.22 (1.507) 21.9" (6629) 7.08 (.658) 161J;` (418) 21.62 (2.009) TW385101 937 (.871) 41 7fe" (1064) 32'/," (819) 17.30 (1.607) 22'5" (6833) 9.41 (874) 121J7- (317) 23.08 (2.144) TW3862" 9.96 (925) 41 7Ie° (1064) 34 1/," (870) 18.38 (1.708) 23'1' (7036) 9.99 (,928) 81/;- (215) 24.35 (2.262) Picture Unit and Rough Opening Description Scale 1-1/2"= 1'0" (1:8) 4-1/2"(114) 1-5/16"(33) - -- -Y 3/4"(19) /! 2-7/16"(62) 4-1/2" N, • s (114) 'L .1\ Head -- Optional Andersen'stool 01 E Ea»-t- _••_--)._j-"'_�1 1/2"(38) (33} lamb ,2.7/16", 2-7/16" Jamb (62) Glass Wratn (62) Unit Dimension Width i 2-7j16"(62) 1/4"-"t-----•----- 1/4- 1/2"(13) (6) ---Rough OpemngWrtlth (6) 3/8°(10) _ 4 _--_- _ Horizontal Section Sul Vertical Section Tnese uras meet or exceed the following dimensions:clear openable area of 5 7 Sq it clear openable width of 20"ano clear openable neighi of 24: sh Andersery I�o F Basic Unit & Rough Opening Description Scale 3" 1'-0" (1:4) 4.1/2" (33)µ (114) -`r• Lower sash in 3J4"(19) t:• ' open position 1. 2.7/16"(62) Insect I'((�— / • .. screen Head High-Performance- insulating glass 4 25 n.0 m _ = r m o E ? 4� o ' Check Rail Z _ r — c — Optional stool o 1,1/2"(38) d 5/8"(16) � 077T. 3 9/16" / 2 7J16"(62) Sill Stop (90) to Subtioor Dimension 1/2 3/8"(10) Sill Vertical Section 3-5/16"(84) .--- - -» Lower sash 1 Sa p Upper sash ,� - - lamb Jamb 1.7/8"(37) clear opening Width 1.7/8"(37) insect screen «-- -----•-__.._ _.___... Unit Dimension Width ,. 1/4"(6) Rough Opening Width Horizontal Section f Table of Basic Unit Sizes-6' 8" Height Scale 1/8"= V-0"(1:96) I . - 1 I 4.0,. 4 0.. _ Umt Dimension 2'-0 h" , I.k 1�620)1 (1219) (11_, a}9j .• f" Rough Opening 2'-1„ 4'•r' 1(834) I (1242) 1 1 (1242) I Standart Unobstructed Glass" G[1 .# .(336)( 1(336)(336); '(336)(336). HP — GLae Calif FWH2168S FWH416SAPLR FWH4168PALR MR i I Unit Dimension —2-6 1•—/8" �1 2-6 1/a" —2'-6 ya" t 4%11 1/4" 4'-11 i/•1" �4'-11 1/4" t 4'-11 1/" ( I 4'-51 ,1•01„/,' (765)t, (765) (765) (1504) (1504) I (15Q0.) 1504) (1504) H2� 2-7" 2'-7" 5'0" 5-0" { 5,-0„ (1524) 1524) (1524) (1524)Rough Opening I524)(787) (787) I 3 II 18 7/a 18 71a" 18 rya" 18 7/8" 18 r/e" 18 7/8" 18 7/8, 18 7/8- 18 7/8"' 1 18 7/a' 18 7/a`I 18 7/a- 181/a" Unobstructed Glass* t — 7 1— 7— t— T—t Y— t �• �4791 �(4791 I k479y k4791 k479j 1(479i 1479J �479j �479) ! �479 479J ) (479) (479) rv— Grme Gore FWN2768AR FWH2768AL FWH2768S FWH5068ASR FWH5068SAL FWH5068APLR FWH5068PALR FWH5068SS FtW Unit Dimension ,2'-8 1/s", 2'-8 1/a" 2'-8 1/a° 5`-3 1/4" 5'-3 1/e 5'-3 1/4" 5•-3 11;" 5'-3'/ I (816) ' (816 ) (1607) 1607) (1607) , ! 12'-9' I 2'-9" 2'-9" 5'-4" 5'-4" I 5'-4` J 5,•4" I 5'-4" i Rough Opening I 6i626) 26) 1626} 1 (1626){838) (838) (838) (1626) 207/8" 201a" 207/" 207/8" 2171"1 201a" 201/a 20r/a" 20r/Vi 207/8" 26r/a 201/a" 20 1/a) " Unobstructed Glass* i 5 _ 5_ — j53030 30 530� 5301130 301 ,530}i 530} — ; J 3yj 3 j53 ) Fro 7 CD M 00 T ii it 1:1 Gra:e off), FWH296BAR FWH296BAL FWH2968S FWH546BASR FWH5468SAL FWH5468APLR FWH5468PALR FWH5468SS }y/H Unit Dimension 3'-0 1/e" 3'-0 ya" 3•-0'/a" 5'-11 114" 5'-11 1/A" 5'-11 1/a" 5'-11 1h" 5'-11 1/a" I;; � �•-------j i(918) (918) (1810) (1810) t (1810) (1810) (1810) J'1 Rough Opening 3'-1" 3'-1" 3'-1" 6'-0" 6'-0" I 6'-01, 6'-0" I �6--0- (940) (940) (940) (1829) (1629) (1829) } (1829) # (11 829) 124 7/a" 24 7/a" 24 7/a"I 24 7/8" 24 7/a' 24 r/a" 24 7/a" 24 7/a" 24 7/8"I 24 r/a" 24 W" 24 7/a" 24 7/a• i Unobstructed Glass' (632) ( 1(632) 1(632)i i 1(632) ((632)J I �(632)� 1(632)J (632)i (632)1 -(632 ,(6�32) (632): '(2 Sii tv n 10 to J i # ( FWH316BAR FWH3168AL FWH3168S FWH606BASR FWH6068SAL FWH6068APLR FWH6068PALR ' FWH6068SS FW1 7'-11 1/8" T-11 1/e" t 7'-11 1/8" t t 8'-11 ya" 8'-11 IN, 8'-:?11a Unit Dimension (2416) f (2416) 1 (2416) ( (2721) ? (2721) (27217 8'-0"Rough Opening (2438) (2438) I (2438) 1 (2743) (2743) (2743) 1' 201/8" 207/a" 201/8" 20r/a" 207/a" 207/a" 207/a.. 207/a" 207/8'• 24 W' 24 W- 24 7/a": 24 7/s_ 24 W' 24 rla" 24 7/a. 24 rla` Unobstructed Glass• r 1 [ t— ,—r r—'t J e T >•—) ; ; r--r r—, ,—, 1530 i530 i530 530j 153o j5301 1 k5301 (530j i530) ; t 1(632)' 1(632), :(632). . '(632): (632)- .(632} (632)' (632); JI? 4 I � rn J - - - - I i - ;1-' I f�l J ( ' I --r I- -, it ,--- ir .I jl FWH8068SASR FWH8068SASL FWH8068SSS FWH9068SASR FWK9068SASL FWH9068SS j Please see notes on page 165 166 Frenchwood outswing Patio Doors Andersed Table of Basic Unit Sizes-6' 8" Height Scale 1/8"- 1'-0" (1:96) Unit Dimension 2'•01/r----•' 4'•0" 4'-0" Unit Identification r (620) (1219)--� (i— 219)—� Rough Opening 2'-1" 4'-1" 4'-1" (Units viewed from the exterior.) (634) (1242) I (1242) 131//a„ 131 fa"131/n,. 13t1a,13t/a,.! Unobstructed Glass' ! .—. I Basic Hinging t—•..�— ((336); (336)(336)3 (336)(336)1 � 1• 1 � r I ,' •t Grille order number: FWD 2168S FWD 4168PALR FWH2168 Left hinged Right hinged Unit Dimension 2'-6 ye" 2'-6 1/a" 12'-6 Ve, + 4'-11 ya" /a" (765) j (765) (765) (1504) ) Hinges mounted on[he Hinges mounted or.tne left stile of Ile panel, r[ght stile of Ile panet. Rough Opening 2'-7" 2'-7" 5'-0" " (787) (787) (787) (1524) ) 181/e" 18t/e" lilt/s" 187Js" 18t�/8" 187/8" Unobstructed Glass* (479) (479) (479) (479) (479) (479) N O� til F944 _ Basic Panels Gnlle order number:FWD 2768AR FWD 2768AL FWD 2768S FWD 5068APLR FWH2768Unit Dimension 2'•8 2/8" 2'-8 1/8" 2'-8 t/8" 5,_3 1/a" - /4" �: ! (816) (816) (816) (1607) t (1607) 2'-9" 2'-9" 2'-9" 5'-4" 5'-4° Rough Opening (838) (838) (838) (1626) (1626) Active Panel Passive Panel 207/a" 207/a" 207/8"j 207/e" 207/8" 207/8" 207/a" The operating panel The operating panel wan Unobstructed Glass* "—' I I(530)I k530)I (530) 1 1(530)1 k530)} 1(530)1 (530)I I most commonly used. astragal attacneo � 7 r' -- - - - l - --I - - - -t- i-; t� Lilli "7 Grille order number. FWD 2968AR FWD 2968AL FWD 29685 FWD 5468APLR FWD 5468PALR FWH2968 Unit Dimension X-0 1/B y 3%0 2/a" 3'-0 1/8" + 51•11 114" 5'4I 1/4" (918) (918) S (918 I (1810) (1810) Rough Opening 3.1 3'-i" 3'.1" 6'-011 6'-0" (940) (940) (940) (1829) (1829) 24 7/a" 24 7/a"i 24 7/a" 24 71a" 24 7/a" 24 7/e" 24 7/a. Unobstructed Glass' J(632) , :(632)i ; (632) (632) I(632}I J(632)J J(632)I cv rb I " `. r � Grille order number. FWD 3168AR FWD 3168AL FWD 31685 FWD 606SAPLR FWD 6068PALR FWH3168 l i ` Unobstructed glass measurement is for single-panel width only = Andersen An Glass'Collection panels are available for all units on this page "Unit Dimension"always refers to outside jamb to jamb dimension. Dimensions in parentheses are m mmimerers. Combinations of window Units joined together may require horizontal or vertical reinforcement.This reinforcement Should be specified by a professional engineer r When ordering,be sure to specify color desired:white•sandtone•or Terratonet I i f ✓ 50- Trade-Off1VIECehec Works.heet �EntorcementAgency: International Energy Conservation Code (IECC) ` Permit# Builder Name Dao't t'l Vh)trDate L� t� - 1,�b� � Checked By Builder Address_ .1` LlUQ21 Ql)r Building Address-_� `1� � � �Date— Zone# IECC Edition Submitted By (""�Y� r pyaL 3- Phone Number PROPOSEDREQUIRED U-factors and F-f actors can be found in Tables 1 through 10. Required U-factors can be found inTable 11. Ceilings, Skylights, and.Floors Over OutsideAir Insulation Required Description R-Value U-Factor x Area UA UU-'Factor x Area = UA Ceiling _ '2. 2. I (J,D_� l Z L4r n2 GLLL4 Floor Over Outside Air Skylight - ft2 - - ft2 ft2 Ceilings:Total Area ft2 Walls, Windows, and Doors Insulation Required Description R-Value U-Factor x Area UA U-Factor x Area = UA Wail ft2 j$j_1 1 O.f5d;2. ft2 Window - ft2 v Door - 8 to Sto ft2 36 Sliding Glass Door - ft2 Ilanl.i5i* � ft2 t Iar� 21_3 ft2 ft2 1 Walls:Total.Area ft2 Floors and Foundations Required Insulation Insulation U-Factor or Area or U-Factor or Area or Description Depth R-Value - F-Factor x Perimeter UA F-Factor x Perimeter - UA Floor Over Unconditioned t) �, .�13� ft2 6.t34- 2 tb ft2 Basement Wall ft2 ft2 Unheated Slab In. it It Heated Slab in. it ft Crawl Wall in. ft2 ft2 Total Pro used UA Total Required UA Total Proposed UA must be less than or equal to the Total Required UA. Statement of Compflance: The proposed building design represented in these documents Is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the International Energy Conservation Code. Builder/Designer Company Name Date Version 3.0/April 2000/U.S.Dept.of Housing and Urban Development/Rural and Economic Community Development!U.S.Dept.of Energy f Pacific Northwest National laboratory MECChEC Trade-Off Worksheet rnforcementAgency:� International Energy Conservation Code (IECC) ` Permit# Builder Name Claou L d 0_0A�w )4 .Date �� .d�j Checked By Builder Address 21 1...liJS1J � Building Address- tL7-l "s's�-`[ .a �V1 ( Date T— 1.. ——J Zone# IECC Edition r Submitted By Phone Number r- PROPOSED REQUIRED U-factors and F-factors can be found in Tables 1 through 10. Required U-factors can be found In Table 11. Ceilings;Skylights, and Floors Over OutsideAir Insulation Required Description R-Value U»Factor x Area UA U-Factor x Area = UA Ceiling 15 'L. ft2 . 2. l 0 QZ67ZI.A- ft2 6. i~wLL6l►- Floor Over Outside Air -=f` 4 _ _ Skylight — ft2 _•r y f12 ft2 Ceilings:Total Area ft2 Walls, Windows, and Doors Insulation, Required Description. R-Value U-Factor x Area _ UA U-Factor x Area UA Walt ft2 1`�j2, O.Ct�Z ft2 1 `�- Window — ft2 Door -- 8 to ft2 36 Sliding Glass Door — ft2 1at7 -i a9w.M ft2 t lath 2't_k. ft2 ft2 i Walls:Total Area I e69j4rft2 Floors and Foundations Required Insulation Insulation U-Factor or Area or U-Factor or Area or Description Depth R-Value F-Factor x Perimeter UA F-Factor x Perimeter - UA Floor Over Unconditioned b 4.6.ft ft2 d.0`f 2, � ft2 �. Basement Walt ft2 ft2 Unheated Slab in. It It Heated Slab in. ft It Crawl Wail in. ft2 ft2 Total Pro Dosed UA Total Required UA b� Total Proposed UA must be less than or equal to the Total Required UA. Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the International Energy Conservation Code. --1 °I- 4-b3 Builder/Designer Company Name Date Version 3.0/April2000/U.S.Dept.of Housing and Urban Development I Rural and Economic Community Development/U.S.Dept.of Energy I Pacific Northwest National Laboratory ENERGY CODE COMPLIANCE, APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000]HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method- 1&2 Family Dwellings (only) Part 6*-Thermal Rating-Component trade Offs 1&2 Family Dwelling; Multi-'Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance, Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: I Gross Floor Area square feet 2. Type of heat--L-A. Electric Oil Gas Other 3. Is building mechanically cooled? yes %_ 4. Percentage of area of windows and doors Over 17% Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPON]EX TO R-VALUES AS SHOWN ON PLANS SUBMITTED: a: Roof R b. Exterior walls R -2- 1 C. Glazed areas R d. Exterior doors R 10.(2 e. Floors over unheated spaces R f Edge of slab on grade(heated building) R jak 9. Basement/cellar walls(above grade) R sp h. Basement/cellar walls(below grab) R __UP- i. Heating/cooling-ducts-piping in unheated space R __U A- 6. Service (domestic)hot water heating device Conforms to minimum efficiency per code Yes No Q.A. TEMPERATURE CONTROL MAXIMUM SETTING 140-WILL NOT BE EXEEDED ==:S, Date Phone Number INSPECTOR'S REMARKS: Project Naive. 01 poi r--L �'�AL1- �11� uAUL, BP# Address: 2 k..1Wola O.k.1.4 rigl-bSb't- Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If anyof the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ...... ......... ...... ............. ❑yes ❑no ❑n/a 2. Energy Form or CeckMate Energy Code Compliance Forms Complete .. [:]yes ❑no ❑n/a (2 copies) u 'C�L'� l'� A 3 pSt�'lz.WW\. 3. Energy Code Inspector's Report from Check1date Program..... ......... .. ❑yes ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)... ... ...... ...... ... ... ❑yes ❑no ®n/a 5. Solid Fuel Burning or Gas Appliance Form... ...... 6. Electrical Inspection Form... ...... ... ...T.C?.lag. .1`�.4op?�... ....... Oyes Ono ❑n/a 7. Two(2)complete sets of structural drawings........ ......... ... ... ...... ... ... . ®yes [:]no ❑n/a a) floor plan;b)foundation plan;c) cross sections:d)elevations; e)window and door schedule vj' W LW At'r, G, Watri CO(At tA 16U. 191E 8. Two (2)site plans showing location of the structure to be built,... ... ... ... Eyes ❑no Qn/a location of well or water lines,location of septic system or sewer line. 4lL C'ltN5'I11A6 L u'l k 49 Proo CCU 9. Setbacks from property lines to new structure......... ... ... ............ ... . Myes []no [:]n/a 1o. Setbacks to neighboring wells and septic systems,including onsite well... . Qyes Qno Kn/a and septic systenns (if applicable) W.N. rz-*\ca tot, h 4 QQOuU-J-1A t"?q W-xO'=6 11, DrivewayPerrnit... ❑yes ❑no Wa Date: Staff Initial: L:�Si�ef-Ieming�va}1Bt,ildiag.Pernucl=0P.1vSS�Generic d�eeklis�.doc jafivaryZa,2003