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2013-463 r�` TOWN OF QUEENSBURY Fbtra 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130463 Date Issued: Wednesday, March 26, 2014 This is to certify that work requested to be done as shown by Permit Number P20130463 has been completed. Tax Map Number: 523400-289-014-0001-027-002-0000 Location: 105 FITZGERALD Rd Owner: ROBERT G HOGAN Applicant: ROBERT G HOGAN 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 property owner of the responsibility for compliance with Site Plan, '1a. 4 Variance, or other issues and conditions as a result of approvals by the Director of Building 8c Code Enf\cement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY iON 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130463 Application Number: A20130463 Tax Map No: 523400-289-014-0001-027-002-0000 Permission is hereby granted to: ROBERT G HOGAN For property located at: 105 FITZGERALD Rd 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: ROBERT G HOGAN Deck $10,000.00 ELIZABETH L HOGAN Total Value 14 COOLIDGE Ave $10,000.00 GLENS FALLS NY 12801-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2013- 463 DECK - land based staircase (not attached to a building) $50.00 PERMIT FEE PMD-THIS PERMIT EXPIRES: Thursday,October 02,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o ue bury; ed I •/' , October 02, 2013 SIGNED BY 4 aria for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury Building & Codes Office Use Only ACCESSORY STRUCTURE APPLICATION— - . -Received: . A permit must be obtained before beginning construction Tax Map ID: I l t u j SEP 3 (; I No.:; LLE j ,�— & 3 For any structure other than residential principal structure(house)to include, but Permit Fee: `,b 13Y Pe not limited to: garage, shed, dock deck, carport, pole bam, greenhouse, etc. Site Plan No_:: Refer to Informational BrochuregE No.3 Accessory Structures-Sheds/Fences rte. '— / �J_� Date l 1 3 Applicant = RdQ ' 'i F E7. Ltto tC1 14z3 zi Q'4, Tax Map ID , (tf - I-e n. 2 Address 14 (etj1io'(-_Q. Arc- V Zoning t-.?(c 616—s F A S lUti. / _9t), Phone � 4 2-:le if 2_ Owner 9O1RfAit F �` ✓✓' ' Contractor/Agent k 14;1 r l5 ` / ko--J" e•,.1ds Address t 4f Ctett4. fine Address I O S.m t/ea--X GF N ►2iti On, n u- l?gilt Phone 7121 Lf / Z � Phoneon1_ - 396 -- F4'774, , / Contact Person for Building&Code Compliance: Pn 'c b•- ✓t '�1't /D ^Day Phone: 3 7,Fs Building Street Address: t.0 C {—t'/-z g rC Subdivision Name: J//<I (} Lot#: Historic Site: _Yes/C -yd Estimated cost of construction:($ I If, CO o qq Are there any other accessory structures on property? If yes,please list Q Type of Construction: Check all that apply Please indicate measurements as required below 1a Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck Detached Garage(#of cars ) Dock Pole Barn Porch-Open "Porch-3 season,Covered,Enclosed Shed Other Accessory Structure(s) 5—r scr 1 _ bcSQL a of „ .it — "Considered floor area&must comply with FAR(Floor area ratio)requirementsif located in the Waterfront Residential zone. • Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map,if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan; Foundation Plan;Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed &sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. - 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application-date. - 3. Additional Review-All Applications are subject to Zoning Administrator,Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL) • Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only,must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens,bathrooms,garages,and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Enerqy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection 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 and 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. ✓I have read and agree to the above Print Name: f�.� - it Signature: 2 -_ Date: a _ f A Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Queensbury Building & Code Enforcement - Residential Final lnsp nn T Office No. (518)761-8256 Arrive: am/pm Depart _5—amlpm Date Inspection request received: Inspector's Initials: II i I - _ NAME: I _ riy: PERMIT#: \(—>" "443 LOCATION: is_ a' - ;r DATE: ialWAHLIRk TYPE OF STRUCTURE: _- c� i t Comme ti : Yes No N/A 4" Building Number Address visible from road Chimney Height PT'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 38 inches or more Hand irhation at Newell Post or Wall /Exterior ailings 34 inches to 38 inches De�lrBracin ndicapped Ramp Compliant y 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 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/%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 61.---\ As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required / \ /� Flood Plain Certification, if required CI !!!/ Okay to issue C/C or C/O[Temporary/Permanent] L:tBuilding&Codes Forms1Building&Codes lnspecion Fomrs Residential Final Inspection Fonn_revised_100405.doc;Revised January 7,2008; Revised 6/26108; Revised 12/22/10,Revised 04/13/11 fr,'c�Q� Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart Hit,am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:C� NAME: 41-p Q, P RMIT#: f 3-i/(p 3 LOCATION: J /t 5 p'-Far SPECT ON: tt) t4 \:3 TYPE OF STRUCTURE: 0 Com.6K✓/S'1r=Lid`3 j��ovrvlpc'r n cginn Comment% ' N N/A SO AD'F tc..b6s Footings Piers 4 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\8uflding&Codes\Inspectton Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM I' ri y r I - e . . . m ,rte Y. f r - f'',___,____—..----..- -- -- . P'..? 3o / ; Nei 13-4(3 t'-'--5- v . �� �t 15 ERMIT PLOT PLAN I HAVE PERSONALLY MEASURED THE DISTANCE i [ FROi i E PROPERTY LINES TO THE PR' r.E.E9T7 CTURE ORSI N(S) tSimTORE E f r SEP 26 2013 J J Y F �// CIR �12'± P �� r' ENS6 � L � f . � \ n:L 10\1\11\1pQDE 4 BuNG Cat 011 x03' ISr' W&- I; � N • ReviewedAs di ..yN tc ti _ pate' .•I 09 s�i % t Xtli• \:, % d \ � AMP .c- / / O r / � i GARAGE = ex / J / opal pec / \------ .-- / 'CCR / _ de R-- / TOWN OF QUEENSBURY €:', le LANDS N(F OFBUILDING DEPARTMENT MARSHALL 20.34 Based n our limped examination,compliance ., with ou omments shall not be construed as `t tri are in °15 13°W full compliancthe e)withand theSBuildingl Codes of t New York State. r it. h O 1 w TOWN OF 11UEEN MENT R BUILDING DEPARTMENT ` O nmellance \� our ballfert P.Y.�fr ii.; C ! I IL Based on s OF � Cpl tJ.or'I' ��Fc 5(Y'C��tic, i `y 1 ` ea t[ n. ,:,Iv i., p:ap arra 8 nl %f ; fui. cernpiiance W M the i i. New York State. , k . S ' . r fAt la " "C V2— rtev It c s sZ : N SEP 26 2Uii ns 't ' J _ J C) S.° akicp I � f i is A II SIIISI.LN ©alo ahJuuhj 1 I i 1 :41- -2kz5t14kk I IIIIIIi1III 'I ts t 0 fr • , l' 11 I'S°6c) •a _ 4 % 1 ix8 ti pr. i`'D�� �� Q- ■ �. li [l � \. — 1-114--/- . 4 0 �. /aast �'/LCJ�JS \,, L 1 r .37:13 p H • ' ' APPROXIMATE ' PROPOSED WELL; USE WOODS EXISTING TREE LINE \9 ROAD ON LANDS OF NOLAN TO PROPOSED LIMIT OF O-�'y. : —12'± ACCESS AREA FOR INSTALLATION CLEARING Vi' . e PROPOSED 3' NIDE STAIRS U MTH HANDRAIL PRC 1:10:':-"- Q 1/4 2,�'VI +�" `�Y�� h PRL —TA ON • v� � '—`, PRE 2 415 q/"p � 4 i.` y- �� ' J l'.'- KSS uEP 2 c z1 a PRG 1MP Si4: �' :t2�� PGP _ - A, , SEN 425 `� IV/���. ...,:--7---- PRC 45- �'+ 4'" a'- ��`, , . -- t�' ‘'A exlsreie ^.y e. POL °B\° ATER --• ‘t.11 �- Zc Fnce 7: 4� HOL 'd,0 coE RONC) -_ t � > 455 3 R� witrcgit . Ari.: _ _ _ < �fitia- _ • RF _ . .15:' �, —65 ANDS N/F OF A `•�t3:l" ! i 470 NOLAN 455 . :I - 1.7 _ ::-.' .. -�}� - - _UD:':;• .. ___,_ ill ONE ._ _ _ ��" . • z� _ 0= ';',11,.:E-C--7 . I Wim''_ TOE OF STEEP -_ - , ' —_ —_ .� 485 SLOPE azo �$.' — — / '' .S --S a _a 490 475-.. --.5;-_-:::%. ` `,:c._-.----- .r_ y_ _.c '•2 "•. _ _ _--ler -441° 495 459 p -V at#-: V;�t L-1 .: _ l_ W. 1 4Q0 - _ - _ _ - tEA 495 ` - - - - - sq- ft. 5pD .,�l `___ __-- =- r � Acres �5-. -- -- 5>5 . % 17.44' 510 1468 U o0' 10 /-. - /' 4 at___ -�.• 63.r,'_ - /_i *//,,,-/ / / / � __ ACK �- sus _ ►! ' LOT 2 AREA _ � ..: 105, 437± sq. ft. 1- 2. 42± Acres �Q"�EAg - `~y,0 100% RESERVE AREA 515 - LOT 1 — SEPTIC EASEMENT AREA i LANDS N/F OF SURREY FIELD """-"""--^" A' WU1C OCDIIAAICA/T CD/1Cl/1AI U _L u nuv. me Jnr WATERTIGHT ° SLEEVE AND SEAL �� � ° 4 PVC 118" LONG T R 35 (TYP.) - o r_ 51' �— O�PERFOR ado 24" I 51,, PIPING 1/8", f w v 'w g ANTI -SIPHON CHECK 2" SCH 40 PVC OR GALVANIZED 1,000 GALLON S VALVE PIPING INSIDE WET WELL THROIdGH PREFABRICATED WALL _ POLYETHYLENE - 6"t PEA GRAVEL S SEPTIC TANK; i� L `. /': REDUCING TEE POINTED « ROTH RMT -1000E ,� r .. i / ' �����'�'������� v�� ��� ������«n����;,��•_ EJONE SPD _SERIES ;�' ..:. .. `:; . _ ..::: .� DOWNWARD 'MTH 1'�BALL VAL OR EQUIVALENT �r�r. /. /?/� /i?/i /i�/i /r /?/i?ii ii?/T/i it /i /?/ ./. /�/fir• r rnr o. r�r> r../h/�.�/i,ri,, • . I �/ / /�c����� / /�l�cv�fi���THROTTLED TO ALLOW PICKLE `y INTEGRAL, VERTICAL ROTOR, MOTOR /ice./r✓?/.,/.li. ✓i../rlr�/i, /, .✓. /�/i /ii. /.//i/✓././r DRAIN BACK INTO WET�ELL 6"t PEA GRAVEL _ _ � A SEPTIC PUMP 4 500 GAL PREFABRICATED UNION LOCATE SUCH THAT I� SEPTIC TANK NOTES POLYETHYLENE SEPTIC TANK UNION CAN BE DISCONh CTED ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE AS HOLDING/PUMP TANK; AND PUMP REMOVED. WITHOUT H DEPARTMENT OF HEALTH AND SHALL BE OF PREFABRICATED POLYETHYLENE. ROTH RMT -500 OR EQUIVALENT TANK ENTRY 1 N .O I „ci u A cc urucAc IN ,'N. E. C.) UL`MAKEELL ta_ 5. FLOAT LEVE 11TH 1 HOUR L SPD GRINDER 'UMP AT: 110 CTRICAL SERV ; A: 0 AVOID