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2015-073
A TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804 5902 (518)761-8201 ��� Q rY, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20150073 Date Issued: Wednesday, April 29, 2015 This is to certify that work requested to be done as shown by Permit Number P20150073 has been completed. Location: 3 BERRY PATCH Dr Tax Map Number: 523400-289-012-0001-023-000-0000 Owner: JOHN & LAURA NOVOHRADSKY Applicant: JOHN & LAURA NOVOHRADSKY This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or 414 other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enfo�men\ 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: P20150073 Application Number: A20150073 Tax Map No: 523400-289-012-0001-023-000-0000 Permission is hereby granted to: JOHN& LAURA NOVOHRADSKY For property located at: 3 BERRY PATCH 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: JOHN & LAURA NOVOHRADSKY 3 BERRY PATCH Dr Deck $9,000.00 QUEENSBURY NY 12804-0000 Total Value $9,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2015-073 Deck 504 s.f. $50.40 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday,April 07, 2016 (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 dat-.) Dated at the To n of eens4 „,/ay,April 07,2015 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APP is � {ryf�ry ;s�—'�e"` ��� u Udekvea DATE Tax aplp 26°A. 12.- l-2b TAX MAP ID APR 0 1 Z O rm 201 3-0�3 Perm -:ee ,40 YY2aUYA• ZONING TOWN OF QUEENS 3 e HISTORIC SITE Yes No BUILDING&COK .ovals SUBDIVISION NAME Lot# APPLICANT J C7hr� �-Ll�ut(�A- AlU 1/0/1 W OWNER 001r ADDRESS 3 DKR / x7I DR ADDRESS c e, s +pi; my /(9.60 PHONE 51 g--a-a-3 PHONE CONTRACTOR 'SK)/ �o A�►�-'v"t,ci / V+"� COST OF CONSTRUCTION(ESTIMATED): $ // W V ADDRESS: BUILDING ADDRESS: Se-41-6.- PHONE: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE PHONE TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1st floor sq.ft. 2"d floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck SiY j F Detached Garage(#of cars_) ��"� r / Dock Pole Barn Porch-open **Porch 3 season,Covered,Enclosed Shed Other Accessory Structure(s) **Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true&complete statement description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that. I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. l have read and agree to the above: Print Name: C� U1/0 Date: //iiLC 111 Signature: VP ak t�� A Date: ViAS- 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 // Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: 1 .t. pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: ('ill U0 (UPs PERMIT#: ) D / LOCATION: 3<vK r--/-(-4 67 INSPECT ON: 4,2 TYPE OF STRUCTURE: / � IL Comments N/A ootings �6 / '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:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 111111k- -rus Queensbury Building & Code Enforcement - Residential Final Inspection -3 Office No. (518) 761-8256Arrive: am/pm - -rt am/pm Date Inspection request received: 4 1 6�IS Inspector's Initials: NAME: I6VD1rvg Hca, PERMIT#: IJ-O LOCATION: 3 V .4rY 4 DATE: 117db:1-045 TYPE OF STRUCTURE: Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"6"Vent/Direct Vent Location C.)3hr1 Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risersV/ 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 J Interior/Exterior Railings 34 inches to 38 inches /��'l 1A�RL 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/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battey backup: 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 Bathroom Fans,if no window Plumbinhc fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s) installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding 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] PUSS `bt5 br L:\Building &Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 1 •• •` el t- 9 U, � `J oN � F=25,p0 am Q 39• 4)-1 11,6 #"' ,O9 bX13 1,,0 - L Cn '' \\\ -Np N 0 • SOF • ► E'1gD�� \ \ Lau? tf4ILDING & 6W► r "Tie„ � ' \\ \ o> L. 0 U • Aeviewe• ,:y: �� A . ti0 Z m co o �\ r1 ;Z �, acP��0` • Date: _ o \ o 090 . \ � \ \ F Q 31O - _ -- \ .P6 4S - LOT 1 \ TOWN OF QUEENSBURY AREA 350.13 R BUILDING DEPARTME �• � iacm - 1,' ' ,coomments shall exanot benco construed as c wig the plans and specifications are in ir= •q pli ce with the Building Codes of New Io Sta . 0 \ % .4 9 \ \ Qf� LOT2 \ �g�15 cLA 02015-6 7� APR O 1 2015 TOWN OF QUEENSBURY BUILDING&CODES 20'WIDE DRAINAGE EASEMENT NoVo 7S ky 0-+L__ I i '°""°""`"°°"°"°"a"`" Map of a Survey made for 1T,.....b12OM /VdVo / , s/ j DCC 6 f4rriO Ai '1fi1--- k. f \_:' . A.,,-- , , ,. 'I;x or *'4 t 1 1 te-°412 � 2i r, I t 21 ,,.,.0.....: t 14 1101011111111.11111 A i _ . -`.�-,—._ . -_. ,..CLI i►t"'�� V, yr ''i7,'"'V j Or 1� n 1fr -, OACz‘r4(} r 'crf CT , 1... , \- �0 I s F - ExiS 46- AC QP' ,,' ?Er Ri eR)( 0 sic( 5171-111414114° it //- Z) :,/,s,„, . \-t. 0 a .> N -- NoVolhaasit: S+ L. 3 'aercey Gmht D K. q Ai LS d r ) 11--S r- ‘ 1101011001111111111 '400 II - - _--_ —it Si 1111111 / \\ 1 - -' , 44 / �. liiiIp0111U►. -a 111114 Q ..)-- 6X ' ?0E7- l i CReIC $RI/.W+ ,e5r4.ti1o5v1/5‹..,t....S --,_TN9L- � \ !1'1I1 �3P/ / i - tJ ♦ I 1. y( ,C. ,',7 k I '' ------7------ PI 111 ii '.I ‘ ...._ — ..„._. ____ cr.! I III _.. _ II' - ___ _ __ Orma£1 W1OIX 9. II -- W. 1 gm 4.508 sxz II Q '-': OMMONOMOMMONOMMONOMMON '3W-1.1 OW' _ _.,___Nk" 14114r1 i c-) i * _t_____ - ..,....-MISR 11M111•1011. '....- 1,57---- I F?, .._. 1 1 ,9e STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: JOHN NOVOHRADSKI DATE: 03/03/15 DESIGN: DECK15062 REF: 15062092. ZP1 SALESMAN # 70850/J0 ANN MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2x10 DEFLECTION 366 PSF , 16" BENDING 2173 PSF SHEAR 1066 PSF COMPRESSION 1054 PSF 366 PSF BEAMS 3-2X1OLM DEFLECTION 9249 PSF BENDING 2034 PSF SHEAR 1128 PSF COMPRESSION 915 PSF 915 PSF POSTS 6X6 STABILITY 8286 PSF BEARING 5927 PSF 5927 PSF TOTAL LOAD 366 PSF DEAD LOAD 10 PSF LIVE LOAD 356 PSF STRRSS ANALYSIS FOR LEVEL 2 CUSTOMER: JOHN NOVOHRADSXI DATE: 03/03/15 DESIGN: DECK15062 REF: 15062092, ZP1 SALESMAN # 70850/J0 ANN MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X10 DEFLECTION 89 PSF 16" BENDING 90 PSF SHEAR 106 PSF COMPRESSION 215 PSF 89 PSF BEAMS 3-2X1OLM DEFLECTION 297 PSF BENDING 133 PSF SHEAR 99 PSF COMPRESSION 268 PSF 99 PSF POSTS 6X6 STABILITY 709 PSF BEARING 484 PSF 484 PSF TOTAL LOAD 89 PSF DEAD LOAD 10 PSF LIVE LOAD 79 PSF STRINGERS 2X12 DEFLECTION 120 PSF BENDING 128 PSF SHEAR 117 PSF COMPRESSION 480 PSF TOTAL LOAD 117 PSF DEAD LOAD 10 PSF LIVE LOAD 107 PSF A 3' 1' 1 � 0 BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 3' 10 1/2' 2 3' 5' Post spacing is meowed center-to-center. Depth of concrete footers --- 0" llimmare OF :III. - Tr � _ ,B C IIS 11, -0.- Er ' H--- '---- lib k 11Ix-_ J 1 _ 1 co r a r BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 13' 10 1/2" 3 6' 2 1/2" B 13' 10 1/2" 3 6' 2 1/2" C 13' 10 1/2" 3 6' 2 1/2" D 13' 10 1/2" 3 6' 2 1/2" Post spacing is measured center-to-center. Depth of concrete footers --- 0" /a ?Cs7S r, II __ III, � "VIII >a. III n I IIIIII � `��_ . ! VIII © • , I' Lt 11' la IP la • III , L. .� E _ a 111- � Fa fp LABEL LENGTH BEVELS LABEL LENGTH BEVELS A Joist (3) 14' 7 1/2" K fascia 14' 1)45 2)45 B Joist (3) 16' 7 1/2' K rim 13' 10 1/2" G Joist (9) 12' 11 1/2" L fascia 17' 1)46 2)45 0 joist (9) 7' 8" L rim 16' 7 1/2" E joist (9) 15' M fascia 3' 6 3/4' 1)45 2)45 F fascia 4' 1 1/2" 1)45 2)45 M rim 3' 6" F rim 4' 4 1/2" N cap 7' 6 1/2" G fascia 3' 6 3/4" 1)45 2)45 N section 7' 9" Q rim 3' 6" 0 cap 6' 4 1/2" H fascia 15' 1)46 2)45 0 section 6' 7° H rim 14' 7 1/2' P cap 6' 9 1/4" I fascia 14' 1)45 2)45 P section 6' 11 3/4" I rim 13' 10 1/2" 0 cap 4' 8" J fascia 36' 1)46 2)45 Q section 4' 10 3/4" J rim 35' 7 1/2" R cap 5' 4 1/2" R section 5' 7"