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2013-141 Mme` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 MI Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130141 Date Issued: Wednesday, July 10, 2013 This is to certify that work requested to be done as shown by Permit Number P20130141 has been completed. Tax Map Number: 523400-290-062-0001-012-000-0000 Location: 28 OVERLOOK Dr Owner: DOUGLAS & CHERYL PROVOST Applicant: DOUGLAS & CHERYL PROVOST 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 f r6 41,./ 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. 064 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: P20130141 Application Number: A20130141 Tax Map No: 523400-290-062-0001-012-000-0000 Permission is hereby granted to: DOUGLAS &CHERYL PROVOST For property located at: 28 OVERLOOK 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: BETTY MORRIS Deck $2,000.00 C/O ALAN BURTON Total Value 732 LETITIA Dr $2,000.00 HOCKESSIN DE 19707-0000 Contractor or Builder's Name /Address Electrical Inspection Agency RL CHASE BUILDER 518-361-3656 20 MARION Ave SO. GLENS FALLS NY 12803-0000 Plans&Specifications 2013-141 Deck 400 Sq Ft $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,April 12,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury;' ri t . , • ,2013 SIGNED BY V \ for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY TAX MAP NO. �.' PERMIT N0. -! - - iaP ;'I. •.2013 t :, FEE PAID .$ BLDG. &CODES APPROVAL 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. I OWNER:I) ij ,, , C.he� ( P�Y7 'Q. F- � INSTALLER/BUILDER: Lam, / h�Se _t e r r ADDRESS: As OVe ,r-1 oo DC--- ADDRESS:"214 Rat-lagPv . Sa .G(ens y 1 c5Fv3 / � PHONE NOS.sig-'143-$ , tt O PHONE NOS..SJ�— .��/'34s(� b • LOCATION OF PROPERTY: �i tee-"- I NI par QLi SUBDIVISION NAME: OV•e, OO� WO° LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: `41a - •__• • I� - HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? LYES 0 NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: i ESTIMATED COST OF CONSTRUCTION: $ ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: 1ST ND PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK c{ b& 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 codes(c queensburv.net I have read and a• -- • le above. VISIT OUR WEBSITE FOR MORE INFORMATION Signed ! 111111L.ANL- _, Dated: VMS www•queensburv.net 0A4,3,eda ett.vv-a-a--- • Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final Ins Pe eon ' 1-3 Office No. (518) 761-8256 Arrive: am/pi art: IYAA am/pm Date Inspection request received: Inspector's Initials: NAME: i a'3 oSPERMIT*: l 3—/ 9/ LOCATION: g 6e e r Inc t< f r DATE: ?—d - 13 TYPE OF STRUCTURE: 0 Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location 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 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/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery 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 Plumbing 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 S L� I Oil Furnace shut-off at entrance to furnace area t C r 1 Furnace/Hot Water Heater operating p L/Y Low water shut-off boiler Relief Valve()installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing I'/,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 I C or C/0[Temporary/Permanent] ‘,/ L:\Building&Codes Forms\Building&Codes\Inspection Forms1Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 In Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: 67/z/' Queensbury Building&Code Enforcement Arrive: am/ m De art: p p m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Fr L' V(' 1, r - PERMIT#: LOCATION: , i\I-A(— (06" ,X- i)r INSPECT ON: ( ) j 1� TYPE OF STRUCTURE: Oc- CC Comments Y N N/A Footings _4Piers 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 Dampproofmg 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM J ' L I L ,„..,,,ILIc,...1....., vv✓�� C -vtr�Jr.71 '�.��►- '2-� 1 J ,- -)\I-141/I be„ l e. ---\--1_A- 14--k---- CROSS-SECTION `'` '+�•' C - C CUSTOMER -- 1 t/ S f f�..sat�'Q.5-` �u�� . . . DATE 11/26/12 REF Deck12331 `� G l 1 c'12— .SK-nr `2 5 <1^ TOWN OF QUEENSBURY BUILDING & CONES 11.0:T. 'T. di Reviewed B :Date: \--2__ Z ,Z// .t. . i ,...., k,., ., „ -____ _1 I i :,,.1, _ _____ Ii I+ + . - ------____ ....___.4 , 110:- - 1.---___:. _________ 7,4--- l°4100,rr r r -\ , s.1.!. ,$. RI , i s --...._____ itili I, two. ,, ,:.,,,,H1 !ii, . II il --- - --'-' ' :: .-:try \ I/1 I ,,;;.","' i 1.11.111111111\b, - ssisialoa ----":.--z.--.--___,__._ r1; _� _\ Iii . :/ ' ;� . i • (r � IN rr �� 1,1 - it eli fi•M...::.1 f^ Q,OWN OF QUEENSBURY _- I. ' � s ©S- CD G DEPARTMENT / ,� L+ .___.1 Based on our lirhit►s�axc f ination,compliance — ` with our comments s�t e contrued as \ - .' / indicating the plans ana s Feations are in c\L� ' STORE NAME full compliance with the ading Codes of , New York State. �v • e� �� 123 STREET RD. 2Q -C SOC-'_, / CITY. ST 1 �C�� (/e���'L 1\ �� (800) 555 1212 CLyr _t)S bus_ 7 l'I l //c :_(‹U 9 • Fcr i'z 3 lZlz#6 ' N2r'`„..0 1164-‘6 ,`l Lc P66 l8 ► 2 /b 2T 8'I g z 4' 1 3/4" ;,-k/9 ❑ B ❑ a / Z 0 /` 3 2 /0 3/ 1-51/7 3 ?P/..) y 3,S17LL V /440 90 5.6-“c 2 2 I n n € 1- ❑ ❑ G - -----'` z' 11' Gro q \_ 4-6. 7 q I3ti- N BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 25' 10 1/2" 6 4' 10 1/2" B 16' 3/4" 3 7' 3 1/2" Post spacing is measured center-to-center. Depth of post-in-concrete footers --- 48" Beam Layout Store Name 123 Street Rd. 11/26/12 Ref:Deck12331 City,ST Scale: 3/16"= 1' (800)555 1212 STRESS ANALYSIS CUSTOMER: DATE: 11/26/12 DESIGN: DECK12331 REF: 12331081. ZP1 SALESMAN # MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 54 PSF 16" BENDING 71 PSF SHEAR 85 PSF COMPRESSION 226 PSF 54 PSF BEAMS 3-2X8LM DEFLECTION 128 PSF BENDING 95 PSF SHEAR 83 PSF COMPRESSION 312 PSF 83 PSF POSTS 6X6 STABILITY 852 PSF BEARING 578 PSF 578 PSF TOTAL LOAD 54 PSF DEAD LOAD 10 PSF LIVE LOAD 44 PSF STRINGERS 2X12 DEFLECTION 659 PSF BENDING 417 PSF SHEAR 241 PSF COMPRESSION 867 PSF TOTAL LOAD 241 PSF DEAD LOAD 10 PSF LIVE LOAD 231 PSF 26' 14' 2' 8' 2' cu ru to �� in � o Co • 12IN SONO TUBE 4' 6x6 Post — ==3-2x8Lm Beam co cu 14' 2' 6" 9' 6" Plan View Store Name 123 Street Rd. 11/26/12 Ref:Deck12331 City, ST Scale: 3/16"= 1' (800)555 1212 c0 N ` �'•. ap Z a M O 'awry'y Zia O �• o W p rM m II 'M ' ........ 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