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2004-200 TOWN OF QUEENSBURY 4W 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 - CERTIFICATE OF COMPLIANCE Permit Number: P20040200 Date Issued: Wednesday, July 21, 2004 This is to certify that work requested to be done as shown by Permit Number P20040200 has been completed. Tax Map Number: 523400-295-020-0001-004-017-0000 Location: 191 FARR Ln _ Owner: THOMAS & LISA HENDERSON Applicant: THOMAS &LISA HENDERSON This structure may be occupied as a: By Order of Town Board Deck TOWN OF QUEENSBURY Director of Building S ode' c ent TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040200 Application Number: A20040200 Tax Map No: 523400-295-020-0001-004-017-0000 Permission is hereby granted to: THnMAS &1JSA HF,NDF,RSnN For property located at: 191 FARR Ln 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: THOMAS &LISA HENDERSON 191 FARR Ln Deck $4,000.00 QUEENSBURY, NY 12804-0000 Totai value $000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-200 408 SQ FT DECK $40.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,April 23, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To Queens id y,April 23, 2004 SIGNED BY. for the Town of Queensbury. Director of Building Code nforcement Porch, Deck, Dock, or Boathouse Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. No Permit File N 0� inspection will be made until applicant has received a valid Fee Paid budding permit. All applicants'spaces on this application must be Reviewe completed and must appear on the application form Applicant:_I f1 a tti'lu5 F L l 5c: ,0 f 6(-"A Owner: 5 t. Address: V q"i Cci v-v 1,k v,-k Address: Wh—i knoLI Phone#(5`8 ) 'ly'�-- o l-1 Phone#(_) - Email Address: L la-c v.c r 1 e( i . Q--v-\ Email Address:: Person Responsible for Supervision of Work as Regards to Building Codes: Name k O tm Address: 5 c vwe Phone *c, , Property Location: Lot Number: / House Number 1 Subdivision Name: ._!. N a 1 c..n jZ S 4 e. Tax Map Number: . .;2 9 5 ; j() j -L f, j- Estimated Market Value of Construction:$ L4,U Uo ❑ Porch Deck ❑ Dock ❑ Boathouse ° ® a ❑ Other work(describe Size of structure to be built LA 0% square feet Q R owe! c� Y Submit along with this application: F 1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed structure showing setback dimensions from all property lines. Show location of water supply and location and configuration of septic disposal area. 2. Two sets of structural drawings. Indicate size of posts or studs, floor joists, decking or flooring material to be used. Show how the porch or deck will be fastened to the.building. If a roof will be constructed,indicate the size of posts or studs,roof rafter spacing and span. Indicate type of roof sloped,flat, shed, or other. Indicate the type of material being used for the roof. Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Applicant's signature: vim— Y ) 14 Date: 2CUI ltX�. ���Yxxch4o�ti L_\SueHemingtivay\Building.Permit.FORMS\Porch.Porch.Permit.doe 8113102 revised per DH Residential Final Inspection Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/prrh part. 76-�am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �yt� �gd� PERMIT#: LOCATION: L DATE: O TYPE OF STRUCTURE: Co ments Y N NIA Chimney Ht./"B"Vent/Direct Vent Location yam-' p oK 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 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 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/hour 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, 1 s , ft.-150 s .ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan Xx 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/O(Cert. Of Occupancy) Okay to issue Permanent C/O(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 �A V Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection r est r ceiv d: -3 Queensbury Building&Code Enforcement Arrive: am/pm D p an 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi NAME: PERMIT#: LOCATION: {L INSPECT ON: TYPE OF STRUCTURE: G CL Y N 'NIA COl�ITO�IENTS ramin Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Q� 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 R7 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 (� . F 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 LASueHemingwaylBuilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 V�e Framing /Firestopping Inspection Report. Office No. (5-18) 761-8256 Date Inspection req ec ' ed: Queensbury Building&Code Enforcement Arrive: a pm e a 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: t NAME: C' PERMIT#: LOCATION: INSPECT ON: z ,y✓�� TYPE OF STRUCTURE: Y N N/A COMMENTSFraming. tuds/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 '/2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center �OO Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping -V�D \ 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 Ceilin /wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade v 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 i1 u r u 00,Gzg=a w >—IXLU �Ge > o mQ r— a� CD �� U LLU0p�CDadc t-a C3(D r 9 SC-Q m ,sr ee a LU r I °O Q �� rj man o ! �q0 I pI�C >- r Ln 0 r- W,5.4)i r= r I �mcn5c�.$ o s co cc) C%j4—� I W ? rr co �U Mt � N I cv U 0 m L�l..x o T--q-9 _ j j rr t "T-1< ;1 . ! 1, i i l' ! i ' 1 i ' '' r,1' 'T i '•-T, tT i ` +' '-;"'i, r ;!r'.,'t_''Tt", i` -i T l _t[ +r ' ;; , ,ti � 1, t' 111 ! 1 t 't�� � �t1 1� �•` � ltittl, i, l �i t ; i' i is 1 ,1� . �;` t lt•l , i ',��' ,1 It�t� tl t ,, ttt�i .tl }it',t1 ;�1 ,�1�1 ,1 litl'; tt'; ;t�ttt'; i�tt 1. a,} ,, 1',i•t`,`' :i . . . . ; .! '`• •�,'�,�'1',j! l'tt „ i; 'tt,;1,t,�i�t�11t1�,�\t`'Itilittilll}11�'+`t11•�It 1 I ,i��}' 1 `'�,t'; 'i. 1�1,t`�' 1.•{;It�ltt1 ' � � '1• `••`' ',� i,`it +' � tti,,'' 1{ ', ,+'ti`'!; i'tltttlti�+�1 „1 ,'!1 +itt1,}�l!;t�t �,'�' ,I,t ,ti�t`t}t` `�•,��t,t;'1i` � ,;�1; t! 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' ��' L} �'� ,iy! ,1�11 �'t!1.!.1t'iit ;!,�; 1tt 1 1't+t t111' ''` t'•,1't ,l1t .'!ttt!,; t tiit.,l.',1''t'� .4 ; t�'•t ,t , �: ,�`. •,' 1 , , t,i j';1 t;t`;;it•? s 1`,,1``�}'1 ;j�t '�t!1 ZpNti ,}ii 1,�•�`, 1 y' �'.1 i 1,'t,t,,t t` 's+'tt:';t •,,' ` :' ! , . , !,�• '•i ': ;t; •t1t.�11 ; t� �Gi.EP,tit� t•� tt '.�,'t'}.'',,!`+i.:,ilti ' It•:i,,t�, � t ' 4/19/04 MON 09:46 FAX 5188845261 PCT STATE FARM IRJ002 '11 e ome Depot#6160 '820 RbUTE.9, QUEENSBURY, NY 12804 (518)798-8301 Sat Apr 1711:01:12 2004 The materials for this project will cost$2409.58 THOMAS HENDERSON NEW DECK WITH CHANGES 9170 3D View 65 V. `. leading P«> 1 12-.4 Z(c Fr s d�cl wig. 8 Y 12 socond1 (eve l decy- I�ad►r5 }n above ��o.,n� Poo k ( Po-i Perr,.l*v 46 Z01,4-I6i) Ievs.e r��e 11S�ny So lb deck bbcks -or W19/04 MON 09:46 FAX 5188845261 PCT STATE FARM 003 The Home Depot#0160 820 ROUTE 9, QUEENSBURY, NY 12804 , (618)798-M1 Sat Apr 1711:01:12 2004 The materials for this project will cost$2409.58 THOMAS HENDERSON NEW DECK WITH CHANGES 9170 Deck Layout r r4 VY 00 �A - � C�tlrb ok io A AO 0V a z l 64/19/04 MON 09:47 FAX. 5188845261 PCT STATE FARM Q 004 The Home Depot#6160 820 ROUTE 9,QUEENSBURY, NY 12804 (518)79"M1 Sat Apr 17 11:01:12 2004 The materials for this project will cost$2409.58 THOMAS HENDERSON NEW DECK WITH CHANGES 9170 Deck Dimensions for Deck 1 i 26' l � 0 N N e4 N TDeck 1 Joist spading = 16 in. o.c. Baluster Spacing _ 3 3/4" Toe Spacing = 3 3/4" Railing H'sight = 36" 04�/19/04 MON 09:4-7 FAX 5188845261 PCT STATE FARM Q005 `. The Home Depot#6160 820 ROUTE 9, QUEENSBURY, NY 12804 (518)•798-8301 Sat Apr 1711:01.12 2004 The rmterials for this project will cost$2409.58 THOMAS HENDERSON NEW DECK WITH CHANGES 9'170 Post Layout for Deck 1 :a o, n N � m t�[ er 1 v 9n12 6 ■ 61 t i • I F a--� 01 3" Deck I; -II EN 71 ❑9, i I i 0?V19/04 MON 09:47 FAX 5188845261 PCT STATE FARM 1@ 006 The Home Depot#6160 820 ROUTE 9, QUEENSBURY, NY 12804 (618)798-8301 Sat Apr 1711:01:35 2004 THOMAS HENDERSON NEW DECK WITH CHANGES 9170 Construction Specifications deck 1: Construction Method=Beam Flush With Joist Footing Type=Pier Live Load=60 Dead Load =10 Decking Spacing=01/8" Joist Spacing=16" Beam Spacing =104" Post Spacing=691/4" D =5/4X6 Prem. Preserve Southern Pine Standard '-Beams=2 _26 ACQ Southern Pine No. 1 Ioists=2X6 25 ACQ Southern Pine No. 1 Frosts= 4 ACQ Southern Pine No.2 Deck Height=36" Diagonal Bracing=No Deck Skirt=No Joist Overhang=0" Beam Overhang=.0" Decking Deflection Factor=360 Joist Deflection Factor=360 Beam Deflection Factor=360 Pref Decking Size= Pref Joist Size=none Pref Beam Size=none Pref Post Size=none Stair 1: Step Width=60" Step Height=34 3/4" Step Rise=5 9/16" Step Run=11" Stringers=2X12 ACQ Southern Pine No.2 Risers=5/4X6 Prem.Preserve Southern Pine Standard Treads 5/4X6 Prem.Preserve Southern Pine Standard Railing 5: Railing Height=36" Baluster Spacing=3 3/4" Railing I.- Railing Height=36" Baluster Spacing=3 314" Stair 5: Step Width=36" Step Height=34 3/4" Step Rise=5 9/16" Step Run=11" Stringers 2X12 ACQ Southern Pine No.2 Risers=5/4X6 Prem.Preserve Southern Pirie Standard Treads=5/4X6 Prem. Preserve Southern Pine Standard Railing 10: 01,/19/04 MON 09:47 FAX 5188845261 PCT STATE FARM 0 007 Railing Height=36" Baluster Spacing=3 3/4" Railing 9: Railing Height;--36" Baluster Spacing=3 3/4" OS/19/04 MON 09:50 FAX 5188845261 PCT STATE FARM �1001 The Horne Depot#6160 820 ROUTE 9,QUEENSBURY, NY 12804 (518)798-8301 Sat Apr 1711:01:12 2004 The materials for this project will cost$2409.58 THOMAS HENDERSON NEW DECK WITH CHANGES 9170 Deck Dimensions for Deck 2 i i i i s 12' io m cv 'cam N Deck 2 2'-2' 6' 3'-2' 6 2' i I I I ! Joist Spacing = 16 in. o.c. ! Baluster Spacing = 3 3/411 Toe Spacing = 3 3/4" Railing Height = 36" 04-'19/04 MON 09:50 FAX. 5188845261 PCT STATE FARES 10002 °.The H®me Depot#6160 �820 ROUTE 9,OUEENSBURY, NY 12804 (518)798-8301 Sat Apr 1711:01:12 2004 The materials for this project will cost$2409.58 THOMAS HENDERSON NEW DECK WITH CHANGES 9170 Post Layout for Deck 2 i i i 7 r 9n _. 7 r 91r 4' ' 21 2 n O 5„3 � nrJ.v ePoint - 22 -- Deck ...21 .. . I I I 04/19/04 MON 09:50 FAX 5188845261 PCT STATE FARM �1003 h The Home Depot#6160 820 ROUTE 9, QUEENSBURY, NY 12804 (518)70M301 Sat Apr 1711:01:66 2004 THOMAS HENDERSON NEW DECK WITH CHANGES 9170 Construction Specifications deck 2: Construction Method =Beam Flush With Joist Footing Type=Pier Live Load =60 Dead Load=10 Decking.Spacing=W Joist Spacing= 16" Beam Spacing=144 3/32" Post Spacing=45114" De�k'�a/=_5L4XB Prem. Preserve Southern Pine Standard ams—2W.25 ACQ Southem Pine No. 1 [Joists=2)M25 ACQ Southern Pine No. 1 oP-sts-=4X4- ACQ Southern Pine No.2 Deck Height=48" Diagonal Bracing=No Deck Skirt=No Joist Overhang=0" Beam Overhang=0" Decking Deflection Factor=360 Joist Deflection Factor=360 Beam deflection Factor=360 Pref Decking Size= Pref Joist See=NONE Pref Beam Size=NONE Pref Post Size=NONE Railing 7: Railing Height=36" Baluster Spacing=3 3/4" Stair 3: Step Width=37" Step Height=10 3/4" Step Rise=4 314" Step Run=11" Stringers =DS7X11 Precut Stringer ACQ Risers=5/4X6 Prem. Preserve Southern Pine Standard Treads=5/4X6 Prem.Preserve Southern Pine Standard Railing 11: Railing Height=36" Baluster Spacing=3 3/4" Railing 2: Railing Height=36" Baluster Spacing=3 3/4" Railing 8: Railing Height=36" Baluster Spacing=3 3/4"