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2005-217 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050217 Date Issued: Wednesday, July 27, 2005 This is to certify that work requested to be done as shown by Permit Number P20050217 has been completed. Tax Map Number: 523400-308-019-0001-029-002-0000 Location: 53 OGDEN Rd Owner: SCOTTY & MARIE HUNTINGTON LE Applicant: SCOTTY & MARIE HUNTINGTON This structure may be occupied as a: Porch 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 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 (2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050217 Application Number: A20050217 Tax Flap No: 523400-308-019-0001-029-002-0000 Permission is hereby granted to: SOCTTY& MARIF HI TNTINGTON I,F For property located at: 53 OGDEN 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: SOCTTY&MARIE HUNTINGTON L.VRADENBURG S. JR. & E. HUN' Porch $15, 00 Total Value $15,000. 0 00 C. VALASTRO & C. TERRY 53 OGDEN Rd QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency ADIRONDACK SUNROOMS 324 OIJAKER Rd OI JEENSBI JRY_ NY 12804-0000 Plans&Specifications 2005-217 140 SQ FT PORCH $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, May 03, 2006 (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; Tuesday, May 03,2005 SIGNED BY for the Town of Queensbury. ry irector of Buildi Co Enforcement flov r-.Qtii%n M/Y 16 OWN bnIr n JInI Inh rat r ww Al -- -------- vw --------------- ratc 411 it t i Permit No. Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codesQaueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subiect to review before issuance of a valid permit for construction Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3 Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. ' Applicant/Builder l c�c r✓� '(A-�C S L-n/ To 4-4, 7 c . Owner: <--6+i Lf H-t k Ilk t"1/I Address: 2-A- Address: 0 C pe., /LJP. Cne.0-,-i oyy'S My Home Phone: �2 ( Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: Address: 0-/4-« - K-A. Phone 2-z-, Location of proposed construction: Lot No.5 ? Legal Address: Tax Map Number: Subdivision Name:Estimated Cost of Construction: $ L S, L) RECEIVED Does an accessory structure currently exist on the property? _Yes / _No i . If YES, list all existing accessory structures: TOWN OF OUEENSBURY IDUILUING AND Q Proposed Construction ldfloor 2ndfloor Total Proposed Height sq.ff. sq.ft. S ft. ft.&in. Open Porch Covered or Enclosed Porch (considered floor area&must comply to FAR [Floor Area Ratio] requirements if the structure is located in the Waterfront Residential zone. / 3-season porch is considered an enclosed porch. Alo Deck Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, 3 car Other Accessory Structure: Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after, issuance of your permit. Declaration: Please sign below after you have carefully read the statement: 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 nstruction. Date: �-'� Applicant/Builder Signature: The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: -zd uthor[zed Signature: L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/ Depart:ltn Date Inspection request received: Inspector's Initials: NAME: A, PERMIT#: LOCATION: RIA _ DATE: 77 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 'i/2" 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 Tern 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safe glazing/Window in stairwells safetylzin Ej 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 grade Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/3/4 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 10 Temporary/Permanent L:\PamW\BuildinQ&Codes\Inspection Forms\Res. Final Insp. form 2-docLast printed 2/12/04 fie.— Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart: pm Date Inspection request received: Inspector's Initials: _� NAME: PERMIT#: LOCATION: _ DATE: TYPE OF STRUCTUR Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location l _ Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Co lete/Exterior Finish Complete Guard 30 in.or more a?,stairs,deckspatios Guard at stairwell at 34 in. or more W TAd� AYA k— J Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railin s 3 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/2" 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 p -f"'�2 Safe lazin /Window in stairwells safety � Interior Smoke Detectors: Every level: i Every Bedroom: f(� Outside every bedroom area: Inter Connected: Batter 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 grade `j� Basement stairs closed rise>4 inches Garage Floor Pitched _ }� Garage fireproofing/'/4 hour fire door/door closer Duct work Seated 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\Buildiniz&Codes\lnsvection Forms\Res. Final Insv. form 2.docLast printed 2/12/04 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p? Depart.2 am m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: c PERMIT#: C90 0-r--) -7 LOCATION: _ INSPECT ON: 10C TYPE OF STRUCTUR ; Comments N N/A F tings .� 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: y 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. I,:\Sues-Iemingway%tiilding.Codes,lnspection.FoRMs\Foundation Inspection Report-doe January 28,2003 INSTALLERS LAYOUT SKETCH vn VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING NOTICE: THIS JOB HAS NOT BEEN CONFIRMED. PLEASE FAX AN APPROVAL WHEN READY TO ORDER. ^ I 100 RELEASE APPROVED BY_-____-__�_ L-J N �--I CUSTOMER: ADIRONDACK SUNROOMS CD u JOB NAME: HUNTINGTON, SCOTTY Ln `) 3" WALLS Al 0 10,_0„ 10'_0„ E � �l E COPY In � Ln 00 TOWN OF DUEENSBUR � V � � BUtLDiNG AND CODE f ] - N 44.5 Cl 55 Cl 44.5 [ 7 _ 7 DEFT. 14'_0" REVIEWED BY � �-� MATE 'Z NOT TO SCALE UL 58SL ICC LEGACY REPORT PFC-5176 ICC LEGACY REPORT ER 5262-P 05W4172 04/13/05 ADRONDAK ICC LEGACY REPORT NER-567 FLORIDA PRODUCT APPROVAL 3857 DETAILED BY: MIRHET MELKIC FLORIDA PRODUCT APPROVAL 3521 m F m O D M \\ G7 r TI f =f c C m VI-0Z m$�OD acm0 c mr ;'0'F F:=w-i =oo� >ov�i�� co 0 r Z c m 0 m Z c D r m m`z D Z cn m O Z �A o D m 0 O N Z D m o m D D 0;'D oz;oxN omooz m m ASItGNEDANDEALED DEALER: ADRONDAK 05W4172 PH. ( ) TEMO SUNROOMS, INC. ROBERT A. WALZ, PE HUNTINGTON, SCOTTY 20400 HALL RD 20400 HALL RD 53 OGDEN RD CLINTON TWP, MI 48038 CLINTON TWP, MI 48038 QUEENSBURY, NY 12804 PHONE: (586) 286-0410 (877) 218-8366 X287 DRAWN BY:MIRHET MELKIC DATE:04/13/05 1 SCALE:NONE FAX: (586) 286-5409 LIC # 082300-1 � � yr- cn M r r r ;o ;d 0 m + c) ZOO > o M 0 -0 L=! r D -i cn m � x � 0 Z n C m 0mmmm 0 1" C D N000 OLLYd 19 MOMM "9f A 1I m x L; =1 ti z cD c ( f O x D ; C I m M 17— N O DD N - - - -m D I D 0 Zo O 0 rm Z O G) N > m $ D m - z z - - 0 � F 55" WINDOW 55" WINDOW D 0 I" D O�m-I = �m2.N -I c z n Omm Z Cn0-* Z ADZ r m m r m D r D Z c:0 O 2 0= N D m o 0z m ti SIGNED AND SEAL QW DEALER:ADRONDAK 05W4172 PH. ( > TEMO SUNROOMS, INC. ROBERT A. WALZ, PE HUNTINGTON, SCOTTY 20400 HALL RD 20400 HALL RD 53 OGDEN RD CLINTON TWP, MI 48038 CLINTON TWP, MI 48038 QUEENSBURY, NY 12804 PHONE: (586) 286-0410 (877) 218-8366 X287 DRAWN BY: MIRHET MELKIC DATE:04/13/05 1 SCALE:NONE FAX: (586) 286-5409 LIC #082300-1 n Ir 000 w a wx W _ o a cr- `, za 3J000O EXISTING HOME J I M � Q Q I— a0 N W I— = ZN p 2 x 10 x 14' PT. LEDGER (W/2 x 4 OF SAME LENGTH) FOR ATTACHING TO HOUSE ONLY C0 W o Z n (n OOJprp V X NU00 J N\ 4'-0„ 0 o_ U YN z W Z J 10, 0" �� k�r 00) NQ O OOI0n 6'-0" t0 �' 00 000 x y O CV N 2-2 x 10 P.T. STRONGBACKS (TYP.) -i 3 LO url Q ~ COI �i0 � Z W 0 ::j m < E 04 0 0- L 1'-0" 6'-0" (TYP.) 14'-0" W z 0 z w J O U a0 (n N U] z M EXAMPLE DECK a r 2HOM LEM N w m o I� r 0 W Q O LO } C) ~ U H LO•( BEARING B rAM• O J TEMO DECK PANELS N FOUNDATION PLAN 0 0 ~_ TRUFAST PANEL WS ~ Lo BEARING B AM DECK PANEL NOTES: o z USE STAINLESS STEEL or TRIPLE DIPPED Q m GALVANIZED FASTENERS INTO ACQ LUMBER 1) SEE NER-567 Z 2) FLOOR PANELS ARE 6" �tl SCREW PATTERN DETAIL ALUMINUM ON BOTTOM OF DECK PANELS AT CUSTOMER REQUEST. o = o 00 J Iyi 00 N L¢LI a x � fV cp O Q Of M QI 3TES4 O FIG. I SEE ATTACHMENT DETAIL 'B' o d a ao N = ao �_Li c L`t 0 (/) O O 5 U INSULATED E ALUMINUM CLA PANELS O_ CV U 00 J ROO U z 0-4 EXISTING HOUSE '00 n ::� o 3TES4 >' 8�-0" O to co FIG. J1 7 -6 zQ � 0000 04 SEE PANEL co SPLICE DETAIL rl1 Q ~ U-) to SEE SCREW p = z PATTERN DETAIL 1 , , + o P z W -tz0x 7EMO FLOOR PANEL O J = Q [� c14 U a tL 6 x 6 PT POST SIZE MAX PLAN VIEEw� (SEE PLAN VIEW) 2 —11 PIER HEIGHT ABOVE (2) 2x 10 PT lOADBEAM FULL 4'-0" GRADE MAX. 6" DECK LENGTH W/ (2) 5/8" GALV THRU BOLTS AS SHOWN GRADE w SIMPSON ABA66 POST o SHOE OR EQUAL ATTACHED 2 x 10 LAGGED TO STRUCTURE z 0 PER MANUFACTERER SPECS. 1"' W/ 2X4 LAGGED AS SHOWN J I '° WOOD FRAME: 1/2" GALV LAG BOLTS 0 16" N v, O/C - STAGGERED. } to MASONRY BLOCK OR v o z M CONCRETE WALL: a o LEDGER THRU—BOLTED TO w m NOTE: STRUCTURAL DIAPHRAM 0 z ALL EXTERIOR STRUCTURAL LUMBER w p M TO BE PRESSURE TREATED ' ' D1/4- 3 r cy FLOOR r1 1/2" SCREWS O V PANEL ! O 6' 0/C SECTIONE X 2 1/4" O / DECK SCREW U w 1/2" GALV o Z w 2 x 6 JOIST LAG SCREWS 0 0 USE STAINLESS STEEL or TRIPLE DIPPED a — m PANEL SPLICE DETAIL GALVANIZED FASTENERS INTO ACQ LUMBER LEDGER DETAIL ROOF PANELS: 4 1/4", 0.032, 2#, ROOF LOAD: 70 P.S.F. m = 3 @ � c� � l3 OC C —I � ZrD � z - =J_- -9 o � � 0 m > X CC) V) ;U n O _ 0 = X D DN0 Z r- m I 17-< n z -1 Nz -{ NZ m om C y � OC7 � � Cf) N N n C7 m � O mm c/) o cf) _ I z I 0 � �-- O .. D r oM O c -u O Ko m x —I z c� D r 1 SIGNED AND SEALED DEALER:ADRONDAK 05W4172 PH > TEMO SUNROOMS, INC. ROBERT A. WALZ, PE HUNTINGTON, SCOTTY 20400 HALL RD 20400 HALL RD 53 OGDEN RD CLINTON TWP, MI 48038 CLINTON TWP, MI 48038 QUEENSBURY, NY 12804 PHONE: (586) 286-0410 (877) 218-8366 X287 DRAWN BY: MIRHET MELKIC DATE:04/13/05 SCALE:1/4"=1' FAX: (586) 286-5409 LIC #082300-1