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2010-249 TOWN OF QUEENSBURY 742 Bay Road, NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20100249 Date Issued: Tuesday, April 19, 2011 This is to certify that work requested to be done as shown by Permit Number P20100249 has been completed. Tax Map Number: 523400-295-010-0002-009-000-0000 Location: 11 BONNER Dr Owner: CARL & LINDA BUCZEK Applicant: CARL & LINDA BUCZEK This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY //) if 1,L Issuance of this Certificate of Compliance DOES NOT relieve the f ,, < 7///" property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. "lik TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ION Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100249 Application Number. A20100249 Tax Map No: 523400-295-010-0002-009-000-0000 Permission is hereby granted to: CARL&LINDA BUCZEK For property located at: 11 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: CARL& LINDA BUCZEK 11 BONNER Dr Deck $2,400.00 QUEENSBURY,NY 12804 Total Value $2,400.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-249 160 sq ft deck $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,June 09,2011 (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 eensb'7'; sday,June 09,2010 SIGNED BY ! i ,r't :`'' for the Town of Queensbury. Director of Building& de E orcement - /`0 OFFICE USE ONLY ,, . • TAX MAP NOsi. / PERMIT NO. ii FEE PAID L71 BLDG.&CODES APPROVA MAY A110 / 4' /,'^ ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. _ C�. r ) i � c�'K'l ,�1/ C G'\� OWNER: INSTALLER/BUILDER: ,/C�' / C / / .� ,-� l � a ADDRESS: ,(/ C;/J/� /.? J/cj. ADDRESS: ,' PHONE NO6 ,0TY)`8S7� i'� 'iji %6u9/,.51PHONE NOS. (57K) 7/4-- )l 6 /-//9 _6 car` LOCATION OF PROPERTY: /// 01)7)E'ja /( SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: as /3 i7P,(' /9x-' HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES E840 IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $ 'y('0 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? ,(-- ` y e-''5 IF YES,PLEASE LIST: /2)(--)/(-7 lWZ.VeCf( e 17ect CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:a4'/ /c ) aL1 X fi PHONE: /-in sr No PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK ,/ /Z,C? �, f 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: ) OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Building & Code Enforcement - Residential Final inspection Office No. (518)761-8256 Arrive: ,%1:20 pi. ►- .art a p Date Inspection request received: Inspector's Initials:r! ` LOCATION: C� � C= " U rr E: TYPE OF STRUCTURE: Comments: ws NiA 4' Building Number Address visible from road Chimney Height/"B°Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches / Roof Complete/Exterior Finish Complete / Platform at all exterior doors _ rrrlll Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate — Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight { Safety glazing 1 Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Bette backu•: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl S•aces 18 inch x 24 inch access, 1 •.ft.-150 :•.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3 4 hour fire door/door doser Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pi•= Bondin• As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Oka to issue C I C or C I 0 Tem•ora I Permanent L:\Building&Codes FormstBuitding&Codeslnspection Forms'Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date 1 n req .- a%-a"'''• Queensbury Building &Code Enforcement Arrive: �� r • /j� part: Z,:(D a 742 BayRoad, Queensbury, NY 12804 ;. - i' � � Inspector's In ,y�► NAME: B Cz_E PERMIT#: 1Cl Z149 LOCATION: \ \ (613 r\)C1 CR D R t\l F INSPECT ON: TYPE OF STRUCTURE: N Ai& COMMENTS: 5. Framing Attic Access 22" x 30" minimum Jack Studs/Headers 1 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 Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nab each side Draft stopping 1,000 sq. ft. floor trusses � L� �� �N •c-� Anchor Bolts 6 ft. or less on center \ Ice and water shield 24 inches from wail Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Fortes-OLD ilding&Codes\inspedion FortnslFraaning Firestopping Inspection Repoctdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Datetion requ=� ' Queensbury Building 8t Code Enforcement Arrive: V ) : i �F Depart: r' : t m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti:;. ii fRT NA : A R _ GO�� #: _ Zt41 LOCATION: k OQ B 0 INSPECT ON: C\ . 7 — 1 C� TYPE OF STRUCTURE: [0 EX,K Comments Y N N/A Footings L\$ ��J 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM li — ----- T-- 1, 1 1! 'I H ! 1 i 11 1 i:I 1 11 I H I a' 34' I h 1, 1 ii _i, I._ T ;I .._.• _ ,_ /A tL I 1- i4 :14 1 ,11 _ II : II I [ I 1 I I i I I 1 1 1 1 I I I 1 1 1 ' ,• (,..,--...> ,...„.., I 1 I I 1 1 1 I I - - --II _,_ BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 15' 10" 3 7' 2 1/4" B 15' 10" 3 7' 2 1/4" Post spacing is measured center-to-center. In-ground post depth --- 48" / / zz5—, It / v, v il'• 1T i 1 Canis a- 'Me I 2.'/K/4" Swain PostTh 1. I_ I : 1 __.-- .iL_ff_ _IZ_-_ -___:=L=A=:_-E-_-,AA-__T.Iail' - ---- I I '' 1 I 'I 1 0 6' St/2" I N4P q I _1 -- i B 4.:�LE "Th-E__.._. �rr :Ll. _tL._� �-��il _ --_=717.- z ---1- ,, i Li 1 Nil .,e_ BEAM BEAM POST POST rCr A-rt LABEL LENGTH COUNT SPACING A 15' 10" 3 7' 3 1/4" B 15' 10" 3 7' 3 1/4" 't C 1,., Post spacing is measured center-to-center. In-ground post depth --- 48" Beam Layout 1 Store Name Carl Buczek 123 Street Rd. 05/23/10 Ref:Deck 10143 City,ST Scale:3/8"=l' (800)555 1212 k Design Report /0z�7 / Y / C-141.(-- MY CIDPX1,-,:-_,:;;_sp.',.--r---14",;_„i„,-_-.{___._;5_,_1 L;_t!,:'•;21.5=f!-*A1-.-- 7?"...--'-eCW- s.";%1-1.f r A-R._L fa i'CZE t• Store#0641 251 QUAKER RD. I t t oA/IdE.SL b E. - Project Quote QU(51E RY,NY 12804 ( _ EECUS gufYj At V !2 g Ott Date 4 L D Friday B c2z Salespeisaau STACEY THREW Si g — 75 z -?SLS - Project Nrnnber: TOWN OF QUEENSBUR` ` li BUILDING DEPARTMENT Bsed on our limited examination,compliance ? r, vgth our comments shall not be construed as ;;{ iridicating the plans and specifications are in M. f II compliance with the Building Codes of �� - w York State. �,f 1:::\\ f POP\11 - — -''''; -- _ _ _ .,-, .. - .f ��. S- r _ i41i1I i'a a . "- ° t� i -t 3 ss ,.�. alkef '-- -: 4 li'l i • Below are the Scations and Materials ; Li q that you have selected for your deck: { 1 i/ / erviewN�Lcr of Levels:l f Foci Depth:48" iTotal Square Feet 160 :Live that •:psf ' — !Dead Load:10 psf 1 ent ;Size .. .� s�y...,.`. Wood Type a I tJo --- _____--__� '2 x 6 op Choice Treated� ' 32 --� —, 7Beams f x 12 -^-- Top Choice Treated j 'Posts __ 1-1 #- - Xto op Choice Treated e 1i� I2 x 6 R 514- - _ p Cedar <B -----. 'Severe Weathei�,,,4 a —_ one trice _ - iNone — vf IFootec Depth 48" _ #iave Load 188 psi Dead Load 110 psf Today's estimated dost for materials in this design with Vis:S2,239.65 Pli®g is valid until Sunday May 16,2010 file:1 177 PrIlli 1 - - , a' _ . 1.0 . -- . View ,. .,, Bottom , .: „., -1-:-';'-i :'kVf-4WF-li ';' t It:E-.•'-i -t•":Ri-L:_-_-t,,,q----.-.:,,—,: ...°71 t„:_l1:isL7-:::,..,7, - f-f•- ---' =--,:--- -f,:'..,,--.,,-,..,,i,t,_-_:___.::,!--vt&s_=;..-:;-r3.---_,,,1 __,-'..,T --- , rom-17,741,"-iiii .,-.f. ------,' ' --- :- -4,.•-1!= - -- ---''. -:.:"--S-Z-.1: ---A .-7--14.-•;- t.i: ___,-' ,„--1.:„.------- -t,---L- t. „,..). . 2.,_.- _,---------7--- ..,-.t 1 - ''''''''-4''f7.--i--'4-,tZ%•._ --- ' i • Print t ; CIO'S el I 1 I • . in, . file:///imp/joist_1.1 • • , P • t I rin LOWES Material Cut List Level#1 El El ID 0 El El El ID El El El El , wtiams_ tQty. Length-:Bevels A Fascia 12 10' F45 S45 11 16' F45 S45 peader 15'6" - t joist 11 9'6" Top Choice Treated Stringer_ Close Print - file:///tmp/beam 1. Print LowEs5 Beam Layout Level#1 i MI KM linin111111 III EMI i I 1PI — I j --Tiow mon mem immom mom ma amm I'mum mow ammo I me=677, ■111111■I■I■I■,.!■111 t 3 i i I 9 ;Label Length Post Count Post Spacing 1 BEA Ad s A X15'9" � E / „ 7'434 : — BEAMS P 15`9" _�- 7'4 3/4" 1 Z. X' t 2. - 14 d Close ' Print _r, a DesIgn Repoyt - file://itmPhmik Thrmissing Components in your Deck De_sign Project Quote. The price quoted does not reflect these components. ibrnsing Items: Component QTY 2X6_STRINGERXDECK not found 5 , Material List i 1 , . i 4 1 1 3 ' Liunber Materials 1 1 , 1 1 1 1 tem# '1' taty 3 :..:111.11 rt1,1 ire i4 2 4 6 ACQ TOP CHOICE TREATED 1 Wain 1 - - STEP STRINGER#1 WATER.REPELINI 1 #34304 1 4.2(r 'Q ACQ TOP CHOICE TREATED 6 , ' 'ill,: ! -PLoa a sow . Jeri 6X16 ACQTOP CHOICE TREATED rialkinj 1 1 1Dec MISS dusfitr 4213 .•, ;14 6 CEDAR SID/BTR S4S GRN p. 4x4xi#2 AD ACQTRFATED cjce i. t _IP i.,', 4 r209 2X6X8 CEDAR STD/BTR S4S GRN . k rii Tread Al ET.E. 7Th X6K12 CEDAR STD/I3TR S4S GRN ... rlt-t Tread on596t12AX41003 ACQ.40 TOP CHOICE TREATED IL4 .i.u„: post 0 F- PoultifS J . I b7l28 I 6 0 Hat Rail ICA Top aad Botonn Rails Only- trap Rau I 'P_E-rAa RA'6 3" !White 1 C PoLYi . I 44551 P-5 re Balusteis Sipa&-White _i_ '' .1- Section I i el ; —71- I6'Deli=StairRail Bit,Top and Bottom Rails 1 t 43873 1 4 4,IHMX1 Rail a 1 I '1 F jOnly-Wbite i i C- - 41 1----N-q- c2,-z.A-A--- is NEN 2_)(12_ IlEA-tri _ ____.. 4. 11.1 ) T2: •... ffINE4Mmin• 11111 r-. --• - - —-- •. - •• --- - c LI p+AILP4 , , . • cm-P.ot.)AID 11411-ft- co mcre.exa. . ..... 4 K , . Z ..., 1.0 14 L1 . t Los* .s-ise - L tA--- c ,ic__ ' ____V--F7z_ u Cc,7et 1:,(-',-TF T 'till- t IKI, . , CP '1c,'ts. ti'.Jal'-'7 -T---i, file:///mip/stress.i OWES- . (JoisJoist Deflection PSF_.-_.�,� .�..�__�_�..� - - -�- .-.236 - -- t Deflection ct o_._ __�_..._, =Joist Bendln PSF i97 ;Joist Shear PSF 1122 foist Compression PSF 1342 Beam Deflection PSF ;926 I Beam Bending PSF ;180 i Beam Shear PSF :154 'Bolt Shear PSF '132 'ost-Stability PSF234_�__��T=.-- �_—��__.�� _� _ f,se i Print eck Design Report er///m1P/PmhJ IThere are missing Components m your Deck Design Project Quote. The price quoted does not reflect these components. } Missing Items: Component QTY 2X6_STRINGERXDECK not found 5 i Material List LumaterialsT11 'Item# Model Q Descriptionlsage I i - 015951 LI }22X12X16 ACQ TOP CHOICE TREAIEU Team 1 -.n 4643 i5 13-STEP STRINGER#1 WAI11t REPELENT :Stair Stringer; 1:14304 i 115 2X6X10 ACQ TOP CHOICE TREAI1.13 Madding ' I --FLc,e e l ! 90297 I3 ;2X6X16 ACQ TOP CHOICE TREATED Cladding i x4213 1 21 12X6X16 CFDAR STD/BTR S4S GRN #Deck li t 7C S nqi'&7•Lr- 1 1121 v2 .4�6#2.40 ACQ TREATED 6`X6'j` (� ost a� S 4209 i ,6 2X6X8 CFDAR STD/BTR S4S GRN Stair Tread ! Al r RE Titfra 14211 : 16 F2X6X12( H l)AR STD/BTR MS GRN IStair Tread 4 F f d)eLitrfS 1 �._.�.._F...�..�,��..._.__ .. op I7�1} POSt i .ZU159G: = j6'Flat Rail Kit,Top and Bottom Rails taps...R 12 ,4X4X8 ACQ.40 TOP CHOICE TREA 37128 #3 Le Y i ' C P t_Yi R t LV � op Rail 44551 L. 115 Square Balusters 5 pack-White - --- -- -Rail Section 43873 I '2 '6'Deluxe Stair Rail Kit,Top and Bottom Rails Mand RRail Only-White . . .,. 1K-36A /.- .2 . JUN 2 4 1998 tc% tt‘a 010 - . \so es tkc.. vzo- .........-.,:. _ . ,.•i.. , . ,, I,`:.-• . . .s/ k 0°‘Pc,.Sek‘k"-- C Ao i ' "c...:ts cy:.... ,....0:,x,e.•,-- • sk.o..... 5, 4 cl'Q\c:.: svolw \vi oe•• i Vitts°" _ .,.• I I ., i. 4I IR : . _, . . ..• • fc) ,.. .)-t: - 0 . . r4 -4 4 • iZ. a-) 1 irl ! ICI a I I ...,,, - 4- I ,— . .4__. . . . . ( \r) 1 — — 3-1 0-. -1-- , -›. , . er,, 4. 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