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2004-885 l TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 " CERTIFI CATE OF . OCCUPA_N_ CY = Permit Number: P20040885 : " . _ Date Issued: Tuesday, February 15, 2005 ,.This:-is-4to_certify that:work requested to-be-done as shower by Permit Number P20040885 has been completed. Tax Map.Number: 523400-308-010-0001-010-000-0000 Location: 32 .LINETTE Ln Owner: . N ARLENE A. KYEA Applicant: MARLENE A. KYEA This structure may be occupied as a: By Order of Town Board Porch TOWN OF QUEENSBURY Director of Building&'Code Enforcemenf TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040885 Application Number: A20040885 Tax Map No: 523400-308-010-0001-010-000-0000 Permission is hereby granted to: MARLENF, A. KYF,A For property located at: 32 LINETTE 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: MARLENE A. KYEA Porch $35,000.00 , 32 LINETTE Ln Total Value $35,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency PATIO ROOMS OF ALBANY 70 COHOES Ave GREEN ISLAND. NY 12183-0000 Plans&Specifications 2004-885 256 sq ft SUNROOM ON NEW DECK $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, November 24, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow eensb ; r We nesday, November 24, 2004 SIGNED BY for the Town of Queensbury. Director of Building&tode&NOrcement Porch, Deck, Dock, or Boathouse Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. No Permit File No. g inspection will be made until applicant has received a valid Fee Paid building permit. All applicants spaces on this application must be completed and must appear on the application form. Reviewed By: Applicant: Owner: ����/C Address: Address:_3a to Cerws.dur44Za l' Phone It )JU- � Phone#(OT) 3 - 3 Email Address: Email Address: Person Responsible for Supervision of Work as Regards to Building Codes_: �j'olo6ioG.S�vC Name 20,�JCI�V-4' Address: d Phone_M7-a_33' Property Location: of Number: Z4 / House Number —V / Li.t/ClTE L,�i1/c Subdivision Name: r^--� oTax Map Number: Estimated Market Value of Construction:$ ❑ Porch ❑ Deck ❑ Dock ❑ Boathouse -R/,,�_ ` �%� [r//E [r'Other work(describe- -- �c��t/I'/b i!'I 4i✓.�C(r.��JG' [ Size of structure to be built square feet N O V 0 Q 2004 Submit along with this application: 1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed structure showing setback dimensions from all property lines. Show location of water supply and location and configuration of septic disposal area. 2. Two sets of structural drawings. Indicate size of posts or studs,floor joists, decking or flooring material to be used. Show how the porch or deck will be fastened to the building. If a roof will be constructed,indicate the size of posts or studs,roof rafter spacing and span. Indicate type of roof sloped,flat, shed, or other. Indicate the type of material being used for the roof. Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this 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 Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied "th,whether specified or noted,and that such work is authorized by the owner. Applicant's signature:! N Date: ICJ ' 2 S`'-(// L:\SueHemingwayNBuilding.Permi O SV'orch.Porch.Permit.doc 8/13102 revised per DH Fz Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 - Arrive: am/140 rt: am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: J ' DATE: TYPE OF STRUCTURE.— Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.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 Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grRde Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insv. form 2.docLast printed 2/12/04 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ epart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: K j L-A- PERMIT#: Lf F2 S� LOCATION: INSPECT ON: Z D U L� TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers U Jack Posts/Main Beams / , 4d v� �� ro e127 Exterior sheeting nailed properly �� 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more J / ✓2 Headroom 6 ft. 8 in. IJC Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate C� 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall �� � 1 L� 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 %2 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) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report 9 —// Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ e �apm art: 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: CA PERMIT#: � LOCATION: INSPECT ON: — Or TYPE OF jTRUC URE:_ Y N N/A Warning COMMENTS r Jack Studs/Headers l,V C ��Al Bracing/Bridging Joist hangers e Cd Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow 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 % 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) 5.7 sf above/below grade 5.0 sf grade LASueHemin-way\Building.Codes.Inspecti on.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 V �I Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque t received: Queensbury Building&Code Enforcement Arrive: am/p Depa am/pm 742 Bay Rd., Queensbuly,NY 12804 Inspector's Initials: NAME: `, Q PERMIT#: _%�s LOCATION: -a tin INSPECT ON: TYPE OF STRUCTURE: Comments i Y N N/A Foo uigs , Piers olithic 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 1.2 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. LASuellemingway\Building.Codes.Inspection.FORMSToundation Inspection Report doc January 28,2003 \� Framing / Firestopping Inspection Report y Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/pm am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: / v —/ NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUC RE: Y N N/A COMMENTS raming 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow 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 %2 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) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 05/09/2013 03:45 FAX 4 Q 001 ...........__,.__.____.____..._._..___......._._...._._.,_____.....___._._..._.....__..._____. ....... 1 I 1 I MOPO515-p NSW MCK(Ib'XIb'ArITM) 1.2XI0 Pr FM.cy(6"O,C, I ' 2.Lri7 e,ri(J.ier)I/2"X5"LM5 24"O,C, J015f HMC4CIP5 ALL MZ j 4,M 517c J0155 E 2YJ0 Pf 1PfI''LF END BEAM(HIt7pFN) 6,2XI0 M1129TAM FILOCKIWA 9.W)IZ"0 X 46"MFP f165 W/ANCHOP5 I I 8,3/4"1'96 PLY OV UY 11Nt7FP DOOM i 9,60 OPEN MCKWItH Vdb } 10.514"X 6"Pf MCKMA ON OPEN MCK M]n 5M I 11.20 Fr,AMr&J0i5f5 ON OPEN MCK t 6' 12.(1) 28"0 X 12"MrP 0161'OOf I'MIN6 I3,6X6 Pvsrs .. • � _ moo, �;n.VYJ:�.:a0.3� f t Tr%V IN OF CxUE�r<SEunY �I( O DEPT. ���LD�� PKOP05r2�%MON POf;CH NOVNO V 0 � 20D4 ! REVIEWED BY I6 alb'cAptOx)Ae>AM> 5rn.r T�'`.:':` f 3' rP5+ H F,00F 5Y56OWN d; - DATE !l ) mac# our �1 emrm NT �t '�ftttl our oorrurlefrts Shed Plans xdUed as indiogfffo the i Pedl�tions are m fun ? of with thy:Building Codes 1 State. ' I I ';1w Oi�l ,CI.1(NtiUN IN FKOM PMCHfH15 1 } i i } i i i -SfAlP 56"HIGH F'A�, f FIL p 11" /4" tM 1 4"[3ALl.IJSTF�`.i'Af.'r I I Protect; 1 Befterfiving MA n�S1n�N�� SUN ROOMS 32 t.1��:11k L/+1 1 A-1 '7o Cahoes Ave. Island Park Green Island NY o3053 Offl.N5r31Xy,NY 12804 } i Phone(518)685 2337 Fax 1518)687 2338 pate:IU/21/04 %cat I of I !i.__...__..,_._._..__-_.__._.__._____. ,..,L_.__._,_...____.,......_....,.__�...__..._.._.__... __..__.....�_ __._........_,......_.t LAYOUT FLANS �� , WALL SECTIONS } EXISTING BUILDING 41 4 M:j M== :air •'1 cc: CZD E=1 d C=> L D , L Y c� GABLE SIDE WALL(A) GABLE SIDE WALL(C) A55EM13LY DETAILS r> d"' '' i �� `�''• `� SEE ALLOWABLE LOAD P 70 71) P :, ,,1 CmOo� =ov .. `7�.,#! a, © TABLE FOR PANEL SIZES tG :J �`` I a _ o B-WALL PITCH1:12T0 4:12 16' I GABLE FLOOR PLAN y GUTTER FASCIA HEADER SUPPORT BEAM A-FRAME RIDGE BEAM 0 GLUE LAMINATED BEAMTRANSOM(OPTIONAL) 7 GABLE FRONT WALL(B) SLIDING DOOR OR WINDOW ALLOWABLE LIVE LOAD TABLE FOR 9 FT.PANEL WITH 8 FT.OR LE55 SPAN TEMPERED GLA55 - 20 P5F 25 P5F 30 PSF 35 P5F 40 P5F 45 P5F 50 P5F 55 P5F 60 P5F 3"HC 3"HG 3"HC 3"HC 3"HG 3"HG 3"HG 3"HC 3"HC+H 3"EP5+H 3"EP5+H 3"EP5+H 3"EP5+H 3"EP5+H 3"EP5+H 3"EPS+H 3"EPS+H 3"EPS+H FLOOR CHANNEL NOTES FOR GABLE CON5TRUCTION 1.ALLOWABLE LOADS ARE BASED UPON 8.PANELS MAY ONLY BE USED IN ROOFS AND WALLS WHERE DECK/SLAB 16.ABBREVIATIONS:THE LESSOR OF THE ULTIMATE LOAD/2.5 _CLASS B OR CLASS II INTERIOR FINISHES ARE PERMITTED D=DOOR CBM=CRAFT-GILT MANUFACTURING TYPICAL GABLE 5ECTION T OR THE LOAD AT SPAN/120. BY CODE. DM=DOOR MULLION P5F=POUNDS/5Q.FOOT 2.HC/EP5 REFERS TO CBM STRUCTURAL - PANELS WITH ALUMINUM SKINS BONDED TO 9 HORIZONTAL JOINTS BETWEEN THE ENDS OF PANELS ARE WM WINDOW MULLION BC=BUILDING COPE 3 y> NOT PERMITTED. {.�:•;�, HONEYCOMB/POLYSTYRENE CORES(3",4 10 10.CONTRACTOR TO PROVIDE FALL PROTECTION PER LOCAL CODES, HC=HONEYCOMB PANELS IBC=NTERNATIONAL BG AND 6"IN THICKNESS).ADJACENT PANELS FOR SUNROOMS WITH A FINISHED FLOOR LEVEL OF 30" EP5=POLYSTYRENE PANELS UBC=UNIFORM BCH=THERMALLY BROKEN NBG=NATIONAL BC ARE CONNECTED U51NG VINYL CLEATS OR Hr, OR GREATER ABOVE AN EXTERIOR SURFACE. ALUMINUM H-5TIFFENER 5BC=5TANDARD BC 3.NINETY(90)MPH PE51GN WIND SPEED, ` 11.STRUCTURAL FRAMING AND CONNECTIONS TO BE INSTALLED P=PANEL MFG-=MANUFACTURER EXPOSURE A OR B. L"=WALL HEIGHT 4.PE51GN ROOF PANEL DEAD LOAD=5 P5F. PER APPLICABLE CODES AND CBM/MFGS 5PEC5. 5PEC5=5PECIFICATION5 12.CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS MPH_a`MILE5 PER HOUR MAX=MAXIMUM 5.DOOR AND WINDOW LOCATIONS/SIZES ARE Ta� a INTERCHANGEABLE PER MFG'S SPECS. AND A5 NECE55ARY REPAIR AND/OR REPLACE ALL `" Fy OJECT: CONTRACTOR: ' MATEPIAL5.A5 REQUIRED TO RENDER THEM STRUCTURALLY 6.ROOM PROJECTION(A OR C WALL WIDTH)MAY. ,��OE•Ng{VY VARY PER DOOR&WINDOW LAYOUT&RIDGE SOUND AND COMPLETE. 6 P lOy O ! 6,X 16' d' a G Wj .p >� BEAM/COLUMN DE51GN(UP TO 16 FT). 13.L"=96-3/8"(MAX)FOR ALUMINUM ENCLOSURE. 5a Qr 7 7.PANELS MAY ONLY BE USED IN ROOFS L"=107-1/4'(MAX)FOR VINYL ENCLOSURE. GABLE ENCLOSURE AND WALLS OF ONE STORY BUILDINGS OF 14.AUTHORIZED FOR BETTERLIVING DEALER/MATE 1 116;;,�$ ttOAL' c�+ +ua DRAWN BY:CJJ DWG NO.: CO N5TKUCTION:TYPE VB(FOR IBC/NBC), 15.GABLE FLOOR PLAN&SECTION NOT TO SCALE, . .� C� em40-16x16 GENERAL LAYOUT TYPE VI(FOR 5BC)AND TYPE VN(FOR UBC). w +!,� a - 2V SCALE:1"=6' DATE:4/30/2003 :iovernmentai Agency ana irer . �. i i 3ted hereon. Cer4 ific \ trans-ferab,le to additional { / subsequent owners. Certified 'co::.Marlene H. K StatLswj�Q,Fkj' SUCC@� -F, TRW.T 143 .. -j i Certified i Dated: l 'UNAUTHORIM AP BEARING Al L o r G :waw aN;of s+=c / v} NEW YORK'SYAIE tjQ \ .ONLY.COPIES I MARKED WITH AN SEAL SHALL BE *( 2 .�TIFlCATM. 7 -rHIS SURVEY WA: y ` oas mr. com a ti Z Y E . YDNN LAND SURVEYORS TO THE .PERSOC/ I ON HIS'BEHALF•I AGENCY ,we TO THE ASSIGNEE /6 3o9.c�g4 CJj`%.. SG(Yl� n. L v-r' v N MAP: OF A' .- - raWr 6 SCALEc 4ZIuse ' . . � SURVEYORS . 617 r