Loading...
2011-112 TOWN OF QUEENSBURY i 742 BayRoad,Queensbury,NY12 2 1- Q ry, 804 590 (518) 7G 8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20110112 Date Issued: Monday, August 08, 2011 This is to certify that work requested to be done as shown by Permit Number P20110112 has been completed. Tax Map Number: 523400-296-009-0001-043-002-0000 Location: 25 TWICWOOD Ln Owner: PATRICIA MOORE Applicant: PATRICIA MOORE This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY l Issuance of this Certificate of Compliance DOES NOT relieve the Ti )aI2fw G 1( 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110112 Application Number: A20110112 Tax Map No: 523400-296-009-0001-043-002-0000 Permission is hereby granted to: PATRICIA MOORE For property located at 25 TWICWOOD Ln 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: PATRICIA MOORE Porch $16,500.00 25 TWICWOOD Ln Total Value QUEENSBURY,NY 12804-0000 $16,500.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-112 320 sq ft deck $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,April 25,2012 (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.) i Dated at the Town f Qu sbu ; /f' Mt "aA . 25,2011 e a`Rl SIGNED BY \ for the Town of Queensbury. Director of Building&Code Enforcement r r-' 74—OfFICE USE ONLY TAX MAP NO., A-1' PERMIT NO. APS 1 2-' FEE PAID s�G/ 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.APPUCATION 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: a-1—C ( c I a Moore INSTALLER/BUILDER: I g I CON S�{ UC I I U/✓ ADDRESS: S Tt,o i C i.J(.'O C) b.ti ADDRESS: 10 C I- of c k P e LN PHONE NOS. 1 q -�1 PHONE NOS. 7 9 3 - 2 2 cl I LOCATION OF PROPERTY: c)-5 TU.'1.0 W DOc1l 1, Ai SUBDIVISION NAME: I L..) c o o C� LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ,�S 7 i i c uJ civ,) Rea( S°'� ESTIMATED COST OF CONSTRUCTION: $ /E OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: in Ire r''') j. I d 7 PHONE: a a a - i a.cc PROPOSED CONSTRUCTION 1sTFLOOR2ND FLOOR TOTAL PROPOSED HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.8 IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* 3 L U / y ' 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. I have read and agree to the .love. QUESTIONS? CALL 761-8256 OR EMAIL Signed .1, 9 I ��/ sated: `/- /r�_ // codes(a�queensbury.net r , L VISIT OUR WEBSITE FOR MORE INFORMATION Name/Title(Printed) /I m o Y re's b I c? y www.queensburv.net g(' p*---lo ecru- Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart:7./20 am/pm Date Inspection request received: g-11-t- /1 Inspector's Initials: NAME: � PERMIT#: 11— / - LOCATION: rZ. / DATE: TYPE OF STRUCTURE: t)C C g- Comments: Yes No NIA 4" Building Number Address visible from road f Chimney Height/"B"Vent/Direct Vent Location ��yq.,.be rkve Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete (/ 7zY < r1 C Platform at all exterior doors • Handrail 4 or more risers Ceti'? a _/GCS— Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more or Guard at deck,porches 36 inches or more ,n _ Handrail Termination at Newell Post or Wall 02�D Q d 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 1 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/Insulation Certification/Sticker on Panel 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 Fumace 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 W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Lojs in Sealed or Glass Enclosure Final Electrical 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 I 0[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10 � /'.- 3 Framing / Fires opping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: L /L) am/pr art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect is Initials: NAME: 1 J/ /I �'(`'f ' PERMIT#: LOCATION: _ i/� ,� INSPECT ON: TYPE OF STRUCTURE: Y N/A ("Framing COMMENTS: N Attic Access 22" x 30" minimum Jack Studs/ Headers 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 I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 ' (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses r Anchor Bots 6 ft. or less on center J� Ice and water shield 24 inches from wall `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 's 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) 51 sf above/ below grade 5.0 sf grade L:\Building&Codes Forms-OLD.Building&Codes\lnspedion Foams Framing Firestopping Inspection Repport.doc Revised January 7,2008 Foundation Inspection.Report Office No. (518) 761-8256 Date Inspection request received: /7 Queensbury Building&Code Enforcement Anive: am/pm Dep: • • am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:( , NAME: �j�, •ht, PERMIT#: D6/1 - 10- LOCATION: v INSPECT ON: S/, ./J-t' I/ TYPE OF STRUCTURE: kE , 4 17 Comments Y N N/A Footings 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/Wailpour 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 p3ackfill Approval Plumbing Under Slab PVC/Cast/Copper oundatio lation Interior/Exterior. Rough Grade 6 inch drop within 10 ft. . -- L:\Building &Codes Forrns\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM rel Foundation Inspection eport Office No.(518)7614256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart. t am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials• !4.9 (--d's NAME: i C , PERMIT P #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Att..4111 1 Comments ^ N NLA Footings 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/Wailpour Reinforcement in Place i=k4 t� 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:\BuikUng&Codes Forms\Building&Codes\1nspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ...__ ., . )--67--- (09 /1.43,. L,t,..),)„ ,:z.____ j N.iec-c-i ? 'D i/v -________ 60-, 7 &5 TwIcwood Ln LN'e OA j/ (-e —F- Septic Water Tank 1 ?t3"/J1 .----- 4/C7V/Ig/ Line OR ���J Underground Leach ------- -� \ower Line Field 1i 0 i u� ccs '.-_-1.- \ � ish. Dome 2•>? a �' _ --_` SbRs Gam9e -l� NewAo� 1 °; 40'0" r n N ui N N \ >lain (-7,._'7). r.. a) a) rn a) w ' u, rn in a� o M 80'5' o -p 11J . ) N .✓ a) �_z.Zy o E -D 107'10" o o Ca Ul o c� cn ` . 0 : ` FOM INSOLATION MUST BE COVERr;i I <n `> o _ Patricia Moore T. Q g N.,_ . B A 5/MINUTE THERMN. U.,.-, 25 ricin Mod Ln 1 o >_ \ Plot Plan _ 2, �. Print scale: 1":480" a r Q- TOWN OF QUEENSBURY fir,. yO r NOTICE BUILDING DEPARTMENT '1a �] MJF QUEENSBURY KRAFT PAPER INSULATION MUST Br. Based on our limited examination,compliance with our comments shall not be construed as U I L[N I N G— CODES f indicating the plans and speciflcati Codes of �����.. DEPT c'^�.r� FD BY NON COMBUSTIB�_ ' full compliance with the Building New York State. ��ViOiN �' y; 1+___.- . Cute "\-1,\L` Existing house 8" Grade 1 0 Backfilled and compacted 4'0" Concrete floor 8., 16'0', 14 • Frost Walls Frost walls 20'0' Patricia Moore 25 Twicwood Ln Rear Porch Foundation Print scale: 1/4" per Foot Roof Specs: 5/8 CDX 15 lb.felt paper 30 Yr.Architectural shingles 1 1 1 1 1. 1 1 1 1 1 1 1 I I I 1 1 1 I 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111 1 1111111111 1111111111111111 1 1 1 1 1 1111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I 1111111111 Two rows Ice&Water-_ 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 i I 1 w I 1 1 1 I I 1 1 i 1 J I 1 2x6 headders over = _I _.__.._.... windows&doors i 1 'Earthwise Eclipse'3052 - double hung vinyl windows Patricia Moore 25 Twicwood Ln ear Porch eft Elevation Print scale: 1/4"per Foot Engineered Scissors Truss 24 Inch_Cif.,;-- � -\ 1 -- ; - 'dina fo match existing houses` Header 2 2x8's ---__-1 i i1 I 2x6 16 O.C. 1 I '- 5 5 ft. Sliding I Glass I Doors i • 20'0" Patricia Moore 25 Twicwood Ln Rear Porch Bear Elevation Print scale: 1/4" per Foot 1111111111 I1111111111111111L1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I Two rows of 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 — Ice and Water t i i i t it 2x6 headders over windows and doors I I i I Nine-Lite ' 3-0 Exterior door QI Earthwise Eclipse 3052 I - vinyl double hung windows • I - I 16'0" Patricia Moore 25 Twicwood Ln Rear Porch Right Elevation Print scale: 1/4" per Foot rx's-i-i ,vs Jivnr 7 I l 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 I 1 1 l 1 1 I I 1 1 I l I I 1 I I 1 1 1 1 1 1 1 I 1 1 I I 1 1 I 1 I 1 1 1 Ill 111111111111111111111111111111111111111 — 111111111111 I i I I 1 I 1 l 1 1 1 1 I 1 1 1 I 1 1 I 1 1 l I 1 1 1 1 1 I I I I I I I 1 1 1 1 1 I 1 1 l 1 1 1 I I I I I 1 I 1 1 1 1 [ 1 1 1 1 I I I 1 1 [ I I I I I [ l I l l [ 1 1 f I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • I I_ I I I I I I I I 1 1 1 1 1 1 1 1 _I 1 I I 1 l 1 I I 1 I I ! I I I I I 1 l I L 1 1 ! _ [ 11 I1111111IIr111IlIII �T1111111111111111111111111 [ 11111111111111111 111111111111111111111 1 -------t------ -- - 1 ENENJ♦I• 1 1 I , 1 1 1 1 1 1 1 I I 1 I 1 J 1 l 1 1 I 1 1 1 I l 1 1 1 I 1 l 1 1 l 1 1 1 1 1 1 I 1 11.�����.n.== ----- 1111•111MININNIMMI•MIIMENII • --------------- I•INIENINI NIMIIMIIMIMI =11 ._ : rill 1 1 I I _11 1 1 1 1 I I 1 1 1 1 1 1 1 1 [ I l l 1111111111 IIIIII111111JI11111IIIIIIIII11I11 11 I I I I 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1f 111111111111111_ 111111J1111111111111111111111 11 I 1 I I I 1 1 1 1 I 1 1 1 1 I 1 I 1 1 1 I /_ 1 1 I 1 1 I 1111111111111111 ,..0- _.... ......_ --"k plIMIIIIINUMIIIIIMMEIMENIMINIMMIIMININIMINIIIIMEN===n1111•11111111 • _�I l ° i _ :•NI _ 1 J.� - 20'0" 5'3" V. • 11 • . • . .. - . N. 0 1. . 0 • ., , '.........k<ss.... 7". .... N.,.. 1111=====MiN1=iiNIMENI=MOIr" : 1111111111MINIIIMMIIIIIIIIM1111111111.11111111111IIMIIIP>, t t 11111MIIIMIIIIIIIIIMI111111111111111111111111111111•11/ , ... 1==========1 VZ - INEIMI=MEIMBIIMMIMP ' ' i's ' 111111111111111.111111111111111111111M1111111111r- . : ,.....:,: . 1111111111M11•11•11111111111111111111111111110111111r" 1 '`..,, • • • 11111111111111111111111111111111111 V 1111111.111111111111111MIIIIIN V IMIIIMIIIMIMM Z' .____w , . ... „ ... 11111111111111111111111111 ,•' NI -... ••••., IIIIIIIIIIIIMI r. - ,—7 i —- •7.:•: .:::71---....1,___._.j it il r-1 •''::::"..:1-_....-.: , ; i 1 ;1----' t 11...I I i_r. ...........___ .... , 1 . , ..-. - I I _1 'I • . -.7=-,-,.-:-.77,-,_.:,.. • I 1 I 1 i sill 1 I I 1 1 I I i 1 1 • 1 jtilifir 1 1 1 I I i )f ilIiiiiiiiir11111111 1 I I 11. 111111 (. 11. 11111111 1 1 1 111111111 1 1. 1,141, ) 1 ift -I Ill , 1, . 1 1 1 1 1 1 , 1 , 1 1 1 T 1. 1 I 1 1 1.‘-...---'-...-=,...----1-7---I- .---=.--1-. ...,...-,-,-_-".----tf,..--.. ..i.- ' 1 11 i t —i- i it i 1 . 1 1/I II, 1 - , 1 1 1 1 Li I ..1 ! '—..._........... i I 1 I 1 1--.£1 ._....__. .._, 1 i i -1 I 11 r r-'i •- --- -•--- _.. . _ ; I J I 1 1 I 1 I 1 I • I I 1 , • - j. I I . _. . ..- ..-...._ _• ._- I 1 .--..---. . .. - -.. - - -... *....•.- .... . - - • - . . • ,-1, 2-7--i s 19•1-6 • . • 0, ANNIMIL"'. ........==.,, , ,411111.1111111111111=MML. •1•1111111111.1.111MUMMMIFINMIIIIIIIMMISII /. MEIMIlli111111111111111EMMIMIIIMININSIMIN MB /*/; ,.\il1,71MIMMINIIIIIIIIIIIMEIMMMIIMMINI r, 1111=1•111M11111111111111111111ENNEMEMINEW ..." .1111=1=111111111.1.11111MMIIIIIMIlif I /4.11 ,..`11111MMEINIEMMIIIIHM1111111111111111111MIN NIINHIMMINIIMMOINUM111111_I I NIMIIIIIIIIIIIIIMIIIMENIIIIIMINIEW .r.• / Nilill11111111111111=11M=MMINH -7"-. NIIIIIIIIIIMMIIIIIIIMEMITE ,, ,/- .".rn11111111=121111 r." ./.., \,N11111111M11.11111111011•11M /7 '\,,NEKI111.1111111111.11111 •-, j , .___ ___ . 4,MINKIIMMIIMMIMIIN —=I; • -:-—i r • 'INE1111.11.11111ISIMIS Ae' i 1 I 1 =MIMI / '--— ---':- ,MINIIIIIIIIIIIIIM NII... MINIMUM _I i I- .. 1 • , . 1=MINIMIIIIIIIIIIIIIIIIIIIIIM•,INIIIMMINI / I: -:_:.-7:-., '•-_: ---.1 ,IMIIIIIMM NM.— . I r 1 I 1 I i al 1 111_1111111 _..-. . • 1 111. 111111114-1-111.1141 11 IIIII. Jiii * tilt I iliTilif 4 f 11 if ! III -Mill I1111f 1 1I If 111111111 ) 111 111. 1411f 1 1 _111i i ..in .... ...m.... I1 / 1111i1111 -1111 IITIT1111 11111 .............................. ............................ in., ,.....---, , ,_ , . . . .. AIII --, il . I I I 1 1 I,...:_; .-, .._.... ---....I. ' 1___. ..I 1 1 .. 1 = ....,... ,........_,...., •-• , I, 1 I 1 1 I. so - j 1- --7-- , .111111..-...•. , II : 1' 1 1 t MINIM! . ; __,,.i 1._..1..- ;._...H 1 is -' I i ri, _:. . . -• I a ! i mi g , ,- ----- i_ 'Nummar---' •••••• • , • , •, , . a a : I i'l• . ---i a I ..__T_ _ .!___ .. i„ .__ ___H; ____ _ , "________,....,_ . .. _ _ . .._.... . . --- .--- - .•37 1/2"- -58 1/2"--;:-•58 1/2"-;•37 1/2"/ ›e. is t,N --- - ----- ---192"-