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2006-594 �_ TOWN OF QUEENSBURY w 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20060594 Date Issued: Thursday, September 20, 2007 This is to certify that work requested to be done as shown by Permit Number P20060594 has been completed. Tax Map Number: 523400-309-015-0001-047-000-0000 Location: 48 CAROLINE St Owner. CARRIE JAVA Applicant: CARRIE JAVA This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 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 nforceN4ent Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060594 Application Number. A20060594 Tax Map No: 523400-309-015-0001-047-000-0000 Permission is hereby granted to: CARRIE JAVA For property located at: 48 CAROLINE St in the Town of Queens bury,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 Queens bury Zoning Ordinance. Type of Construction Value Owner Address: CARRIE JAVA 48 CAROLINE St Deck $4,000.00 QUEENSBURY, NY 12804-0000 Total Value $4,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2006-594 325 SQ FT DECK $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, September 06,2007 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of Qu nsb W• n,.day, September 06, 2006 SIGNED BY 'V for the Town of Queensbury. 11/4 Director of Building&Code E orcement 30,` 1 5-, ^OFFICE USE ONLY TAX MAP NO. PERMIT NO, C26 L� 1 "�► ! FEE PAID a BLDG, &CODES APPROVAL i lade 2 2 b , 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. OWNER: ` � i� lro..0 Cncc c PkV INSTALLER/BUILDER: pv(„) \JxcIjcatn, ADDRESS: U cab\ („..) t SL - ADDRESS: PHONE NOS. :h V --4.(a.1-1-11 °r Lf� ) 6°1— PHONE NOS. LOCATION OF PROPERTY: Q&)J1 SUBDIVISION NAME: `r LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: JCr C1) ESTIMATED COST OF CONSTRUCTION: $ t.'0 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? `'t'< IF YES,PLEASE LIST: KT) CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: DeR-A% PHONE: LC4-9 ) sr No PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT. &IN. OPEN PORCH DECK Z S t. l / Lv 3 3 SEASON, COVERED OR ENCLOSED PORCH` r 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 codes@queensburv.net I have --• - •• as ree o the above. / VISIT OUR WEBSITE FOR MORE INFORMATION Signed „�� Dated: U fsZ www.queensburv.net .�< Town of•ueensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 /o fes. Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: ljtcOam/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: 1'" LOCATION: c 1'O j t-e DATE: Enbislro TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road $70 /C/ 7.g Chimney Height/"B"Vent/Direct Vent Location � Fresh Air Intake 5/e‘)/1_11., .e' 3 inch Plumbing Vent through roof minimum 6 inches q Roof Complete xterior F nisi Cora to � � C 7/67 Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall - Interior/Exterior Railings 34 inches to 38 inches 1 c Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet , o 6 inch clearance to sill plate yO() ��� G J� Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 1-c1- 0) Bathroom/Kitchen watertight � + / Safety glazing/Window in stairwells safety glazing Q� •, j �pf Interior Smoke Detectors: Every level: Every Bedroom: ivis, hock yard Outside every bedroom area: a. Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents �Z Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping fmished basement 1,000 sq. ft. Vie _ Emergency egress below grade _ Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area _ Furnace/Hot Water Heater operating Low water shut-off boiler t i� Relief Valve(s)installed/Heat Trap/Water Temp 110 V = Enclosed Stairs Sheetrock Underside minimum'A"Gypsum _ Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc _. . . . . I J • I I i , I . I 5r- , • 1 1 - r 6-c.E.A-PS III 1 I 5 1 , • 1 1 I . I I , . ''''..----•:-.-.-2..."*".A..----. --- --'"-----------7--- .I I 1 ! 1 :---.. 4---- . . . i •, Q , ------.7,1,-- ! 4 V- ! • .1 i , . . • li, I V\' 1 . 1 . , .. • . i. i qf '______________.! • I . 1 • i . PR 01>f R. 7 y !• . . . , I - . 1 . ,..117 I -- -: ___.______..._ ..____. , . m••••A,/9 1 : .i 2 4 1 1 . . - • I ! r • " . • .] 4,- _A el __ -Ix r- •-: •-:. -- -I 09 7>1:),41?r0)4, • fri 7,P•eo 2^ 1 A. PPi?Ole . / 4 • • 1 - • • • 7 _ j I • i!4.=4 re R.! ' 1 3o .4..--- • 7 1 . 1 t t • i 1. , ., __________f___. • 1 . 1 . .I. _____7____________'______________/1-- I , / i . ... • 1.ft r-.-?P---ete. — -- \ \ /. 1 (,4Z 0 6 ,,dt-, -47 .....) r: . , - . • •• naQaeER ABOVE GROUND POOL AND DECK PLANS C3P CAAND ST RIE JAVA 48 48 STREET CAROLINEREETT OVEENSBURY.NY 12804 518-798.7842 C"?0) "I nave seen 0 µ• ail objects soc shown on thi FENCE personally r;.. gram." /AUG 2003 P°11 . SHED 10' Filga FENCEPOOL J7 10' 2T COpy 10' RAISED DEC 8' GA 9' 16 steps 1 11' 7 35 GAIL 46' 17 7 37 HOUSE 17' EENgE 5' 20' 27 28' TOWN OF QLEENSBURY BUILDING & ODE EPT. REVIEWED BY • 41\i_ DATE _ 75 FRONT YARD BORDER CAROLINE STREET CUSTOM VIEW CUSTOMER -- DEREK DATE 08/18/06 REF Deck06230 : 1t� ;Iti 41,1_ � � ,;c•,-',.;i ."-.. -7: 11 ' r.,:.-. ... • i _.,•• .... 1:111...: ,_ . ir ,.:•1 ,: li:11.1 . %421 ;i : ; -7-...,. 11,---: .• .-.._. 1 .... • _ .. ......1.,..... , .: 1,I '' ... 1===kr. .014iiii. ...illIlia ,.................,.... ,.., , ,,.., ,,i, ,,: . " . , ,..„. •! , ,1 ,.,„ . ,•et' ;1 • .:rte 1 II-L.::::.: Ilir APr YN.; : . .�.� .4•1!,‘-f.... .i i i i i i =r .. . tea.- �.w�.�� .. ....\. \. yr\\r ��. Irk. /1 .- W ...,. ri.`i0:1•011111.fir•. .11 `1..;a2'i: r.!� i. •• . U.. w.�.w.N. ,I, I:j::i: i Eq. 4.1.12 r'1 1a1:oIC ,. i �� : ..16,29:!:;2]7. t 1.1.VIN Wow • Ir r L: :•:;;',,..'''''"."1 i'(=lEi______ � mid. 410rfr�r r ‘1,110.14M_ - i� 1 1 ate- ...... — L li .1.2.11a'; I CURTIS LUMBER CO 460 BIG BAY RD QUEENSBURY. N.Y. (8001 555 1212 CUSTOM VIEW CUSTOMER -- DEREK DATE 08/18/06 REF Deck06230 ili i) .1 " , i , ,, f 1.- 1 ./), Pr•L÷.; •"-. ' 1• - : ..7- , •• ; 4,,,,F4. -.;.:4.; .1 1,,,,:...c:i i-,7-fi ..1.,7----,: .-:--Hi.'. ,:-.0f 4t1 4 1:! 1 4irr 1,, it 11 U1I1I i ; i �'y.' `� • i ; r -s;r.; .i i<iI 1 .-r 9 .!•1* -4- :.. _, _1Iti I � I 1 �it sti ill I.: .t '11III'' -+1 ria;. I II 1r ! ;� CURTIS LUMBER CO 460 BIG BAY RD OUEENSBURY. N Y 18001 555 1212 CUSTOM VIEW _ CUSTOMER -- DEREK '.'a ?; DATE 08/18/06 REF Deck06230 r `" l5t E ii FS • •. i kII . I\::i..:.. ,. x�` - , \te::-. . ,f1 \ A4. , ..:,,, .: . . -:3. •— Ce "-... \\\\ 1111141::li CURTIS LUMBER CO 460 BIG BAY RD CUEENSBURY N Y 18001 555 1212 PLANK LAYOUT CURTIS LUMBER CO CUSTOMER -- DEREK 460 BIG BAY RD DATE 08/18/06 REF Deck06230 QUEENSBURY. N.Y. (800) 555 1212 8 8 8 8 8 8 8 \ 8 \\88 8'8 88 is 88 1 1)1 l4 1: 1- l4 i- 1' 8 , \ 4 I: 8 • la 8'g • E 8 8 8' 8 8 8 g 8 - 1:' 8 1' I 1 8 1 1 8 i 8' 8 8 8 8 8 8 8 8 8 8 8 8 8 BEAM LAYOUT CURTIS LUMBER CO CUSTOMER -- DEREK 460 BIG BAY RD DATE 08/18/06 REF Deck06230 QUEENSBURY. N.Y. 1800) 555 1212 1414N„ .411 • • BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 5' 10 I/4" 2 3' 11 1/4" 6 16' 7 1/4" 4 5' 1 1/4" C 4' 10 1/2" 2 I' 7 1/2" D 6' 61/2" 2 3' 31/2" Post spacing is measured center-to-center Depth of concrete footers --- 48 inches. PLAN VIEW CURTIS LUMBER CO CUSTOMER -- DEREK 460 BIG BAY RD DATE 08/18/06 REF Deck06230 OUEENSBURY. N.Y. (8001 555 1212 I I MIll 1111111111111111111111111111111 S\ V111111=111111111 111101111 \\A ! \\-=: syqui LOAD AND SUPPORT: Your deck will support a 55 PSF live load. Posts have 48" below-ground post support. DECK AND POST HEIGHT: You selected a height of 36" from the top of decking to level ground. The top of the deck support posts will therefore be 27.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site. review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. STRESS ANALYSIS , CUSTOMER: DEREK DATE: 08/18/06 DESIGN: DECK06230 REF: SALESMAN # 8402 MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 112 PSF 16IN BENDING 103 PSF SHEAR 120 PSF COMPRESSION 203 PSF 103 PSF BENDING 66 PSF RIM&FAS. 2X8 DEFLECTION 124 PSF BEAMS 2-2X10 DEFLECTION 322 PSF BENDING 115 PSF SHEAR 82 PSF COMPRESSION 182 PSF 82 PSF BOLTS 1/21N SHEAR 1781 PSF 1781 PSF POSTS 4X4 STABILITY 300 PSF 300 PSF TOTAL LOAD 66 PSF DEAD LOAD 10 PSF LIVE LOAD 56 PSF STRINGER 2X12 DEFLECTION 211 PSF BENDING 178 PSF SHEAR 185 PSF COMPRESSION 743 PSF TOTAL LOAD 178 PSF DEAD LOAD 10 PSF LIVE LOAD 168 PSF ... ._., .. _---' .. .-:- -gam �� -... ,.. .-c �fi.�•. k� per. IEW CURTIS LUMBER CO L., '`x TOMER -- DEREK 460 BIG BAY RD DATE 08/18/06 REF Deck06230 OUEENSBURY, N.Y. (800) 555 1212 x- -� CCC ( _ Al AIM \\1111111111=11111111 MEM \\1111111111111111111 MOP i \� _ \\�:�:� LOAD AND SUPPORT: Your deck will support a 55 PSF live load. Posts have 48" below-ground post support. DECK AND POST HEIGHT: You selected a height of 36" from the top of decking to level ground. The top of the deck support posts will therefore be 27.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site. review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. CUSTOM VIEW CUSTOMER -- DEREK DATE 08/18/06 REF Deck06230 s'll!111 liN. 7 r-11-th Ifilli:-.— ' I 111'.....:1I.,.. I':. i ....7•47.--:._ ' ''INI•4,:.! i 1 I I -. — • I.I 1:1; ..""tijr.1.-.: i;;1...'• ... 1 I ti.r." ..,. ;; . ! • ••••••...• t I .• •• . 't , ,.,.....,;,:).., ______ ' .• . lb:I 1..rr- . . .111111M ks.4tP• ...... 1 ....;i . 1.11,.. , ..7 t. 7 keg' - ,.. • ',- • . '--- .- '.". ..,'..!;-..1.....,:f. 'Ilk\ Illi 7,...,. '..... 1‘ /1 ,,..._. :-..>"..;..1 .'. • • -.'...111 .1 , ;, ! .! I it,;.i.f.'7 . . . .. . I . .,.‘ • ...M'''''''4,..".•... ,..,T,... ...j I. I I,;.. ! ;.ie. I :*1.7.'r7;• :r:. i I ....I.. . 1 :1t.`,. .: '''' .441,..„ , i .000.....1......r 1 1' 1 i'k: ..-;• _sr., ::.,-,": :-1::. 1.; ...... , -.r.-4.;;-' 1.!: :1: :1! ill--- • . 1 ! . ---.•!;;;-1- 1 - .401......0:-.,.. -...:.: .......: _.• , ,•• li.: -...-_-,,,, ,i•• • 17-; :—..e=.;..-:::-: --r-----4-04-, •• •, • — :11 .,-,----c- .• •-...:w• k.... •. : - 4; .=.. :::1:1:itzi:: `. :I: 'ril Twill: , .1:i :!:! i,..i :1 . -.....-. (:::) .Ifs--:-H, c-"2t)1 A-I ) ..1 • .......• . c•111,1 1=00/IMME1.2.0.1.....11=0•1•111. :1! ...11111611.. •. .•';';'111:14 t Li I,' ,,., . :.....4... ....,:.•........1,i.,1 ,!ti,m,e,2 2 :17.; 9 ,T.: ; E9e9. ,,,.. ......- .. •, 1 1 (l T ..... c., : • igo! 1 . ,. .., 4-E„ , , 1 .• M , . , 1 , • , . 13.4cu-D ...... ; • . = . ! . _ .N,.D, 5z.. ......t....„...._ „r.....3_,....,..s- • 14 ) LD ,....:. .• , CURTIS LUMBER CO . . • • 460 BIG BAY RD • , l Nt.....edikJEENSBURY. N Y. • ... . ta.r..i..14... .:- ..-..•,:.:',4