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2005-503 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFI CATE OF OCCUPANCY Permit Number: P20050503 Date Issued: Thursday, September 29, 2005 This is to certify that work requested to be done as shown by Permit Number P20050503 has been completed. Tax Map Number: 523400-301-006-0002-085-000-0000 Location: 11 SWEETBRIAR Ln Owner: GEORGE & MARTHA MANN Applicant: GEORGE & MARTHA MANN 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, yy 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: P20050503 Application Number: A20050503 Tax Map No: 523400-301-006-0002-085-000-0000 Permission is hereby granted to: GF,ORGF. &MARTHA MANN For property located at: I I SWEETBRIAR 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: GEORGE & MARTHA MANN 11 SWEETBRIAR Ln Porch $12, 0 Total Value $12,510510.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency ADIRONDACK SITNROOMS 324 01TAKER Rd OI TEENSBI TRY_ NY 12804-0000 Plans&Specifications 2005-503 140 SQ FT PORCH $40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, July 13, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T� Quee ury• nesday, July 13, 2005 SIGNED BY \ for the Town of Queensbury. Director of Building&Code Enforcement F_ Permit No. Building &Codes Office-Department of CommunityDevelopment-Town of Queensbu 742 Bay Road,Queensbury, NY 12804 p ry Fee Paid Dave Hatin,Director codes@aueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 ccessory Structure Building Permit Application Application & Plans subiect to review before issuance of a valid permit for construction Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3 Instructions: A permit must be obtained before beginning construction. No inspections, will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder f-dt"'Y'44-46 T �'t , Owner: Address: `(' �a KQ^>R Address: r -za r -.� L�q�► e [ ���z,�, b��� F�� id-1 JY N y i,� Kil Home Phone: ,S'f 717' F - 2 a 4 Home Phone: �' 1$` `7>3 `.1 1y Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: 070 c f' FAX Phone: Person responsible for supervision n ,. of work with respect to building and codes compliance: Name: ��Gad w,,W, Address: A.A, Phone Location of proposed construction: Lot No. Legal Address:_ S - br'��- �'4 ,.I C Tax Map Number: DI - cl— 'F Subdivision Name: Estimated Cost of Construction: $ Does an accessory structure currently exist on the property? �s / —No If YES, list all existing accessory structures: .S Proposed Construction 10 floor 2^1 floor Total Proposed Height sq.ft. 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, C 3-season porch is considered an enclosed porch. 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 construction. Date: �� Applicant/Builder Signature: (IN, t, The application of ted is hereby approved and- permission granted for the on r�on, reconstruction or alte atio of uildin and or accessory structure as set forth above. / Date: / Authorized Signature: L:\Sue Hemingway\Buil ding.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/pm Depart: � �am/pm Date Inspection request received: _ Inspector's Initials: Ju IN /��` PERMIT NAME: l/J #: LOCATION: DATE: TYPE OF STRUCTURE: 1 _ 4is 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(a),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 '/" 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: I 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/.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 Oka to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Inso. 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/ �De art: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTUR Comments Y N N/A otings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I 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: _ 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\SueHemingway\Building.Codes.InspectionTORMSToundation Inspection Repon.doc Januajy 28,2003 RECEIVED A BUILDING AND CODE 09, --- U0 �a , �� �`� INSTALLERS LAYOUT SKETCH VERIFY ALL FILL MEASUREMENTS BEFORE CUTTINGR r- 'h q 00 NOTICE : 00 THIS JOB HAS NOT BEEN CONFIRMED CINI PLEASE FAX AN APPROVAL WHEN READY TO ORDER. JUL 0 5 2005 Z z CD Z 00 C)Z CA RELEASE APPROVED BY___—____-_-------_ rls 0 __,I 00 CUSTOMER: ADIRONDACK SUNROOMS Ln JOB NAME: MANN, GEORGE WAL 2" WALLS WAL STU TU I ms , TOWN OF QUEENSBURY 10'-0" cn AlUILDING & Q6 T. 0 0 10'-0" p REVIEWED 0- cn DATE Ln 00 00 Ap2vns a nf i'4'�X4 I ' 55 Cl 44.5 Cl 55 2 5/8 2 5/8 14 -0 NOT TO SCALE UL 58SL � CC LEGACY REPORT PFC-5176 CC LEGACY REPORT ER 5262-P ICC LEGACY REPORT NER-567 05W8016 06/28/05 ADRONDAK FLORIDA PRODUCT APPROVAL 3857 DETAILED BY: MIRHET MELKIC FLORIDA PRODUCT APPROVAL 3521 m F (9 D O N D O r - � m -I = O \ D C) O O \ C) D C (n C7 (n 90 00 \\ �i O 07 =u,-0Z co 0 ZOO O r W r Xa� m: �oNN� �mop ro-Z C v C m Z c >(p !"gDz N N C r� 0 x 8008 0v '�� �MK z n Z Z K N F4 m m m� �mm AnSIGNED W DEALER: ADRONDAK 05W8016 PH. ) TEMO SUNROOMS, INC. ROBERT A. WALZ, PE MANN, GEORGE 20400 HALL RD 20400 HALL RD 11 SWEETBRIAR LANE CLINTON TWP, MI 48038 CLINTON TWP, MI 48038 QUEENSBURY, NY 12804 PHONE: (586) 286-0410 (877) 218-8366 X287 DRAWN BY:MIRHET MELKIC DATE:06/28/05 SCALE:NONE FAX: (586) 286-5409 LIC # 082300-1 m _ � 0 ® x Z m > Q01� M C C r„ (n � -IDS m S S Z 00 D n -0 i -i ;uX --Ao D —I cn z m -� n S M = = 0 m m m m x o_ I 0 D woo'n 011dd,5 MOONIM 9'44 Z V' X X L � - - - - - D m I f 0 Gzi LI) Z O = D O A T S 1 .T1 .'0 _ I A z K m N O D z — Z o fV I Z D -+ o 0 I F r O 5 co zm CD C) c r CA � m D D0 - - - - - z FZ O I 5'PATIO DOOR 44.5" WINDOW D 0 I- D 0'0 co--i O D O M 0 �D U;o= -1 2 rm ZOV1 C N K A O N m .. (7Z nM 0 C)—D z r-DZ r 0x-,(Z> 0 co 00 C z ?N O Z I n z r= O N Dom m -zi SIGNED DEALER:ADRONDAK 05W8016 PH. TEMO SUNROOMS, INC. ROBERT A. WALZ, PE MANN, GEORGE 20400 HALL RD 20400 HALL RD 11 SWEETBRIAR LANE CLINTON TWP, MI 48038 CLINTON TWP, MI 48038 QUEENSBURY, NY 12804 PHONE: (586) 286-0410 (877) 218-8366 X287 DRAWN BY: MIRHET MELKIC DATE:06/28/OS 1 SCALE:NONE FAX: (586) 286-5409 LIC #082300-1 00 W to � a d 00 N W � X cm [n (O _ a cr I 2TES4 a 00 3 J 3 00 p SEE ATTACHMENT DETAIL 'B' d a 00 N DET. I S � = z N 00 z00 c� w 0 N O O J U TEMO NSULATED (ROOF PANELSRUCTURAL � N U NUM CLAD �. J U z 0-4 EXISTING HOUSE 00 o 2TES4 O 0 0 � 8'-0" O °� I I FIG. J 7'-6" Z 00 00 3 � 00 U] J O O O W 4 0 Z W -4- 0 X R NUa- LL O J 2 a PROPOSED CONCRETE SLAB O W/ PERIMETER FOOTING I `t w z z z � a w 000 (n z `! N ' Jz SECT10"" N v z00 2 Q } N m � o w Wm 00 w Cl � _ o L[) 0 U Y W Ld Y � � a W 0 O z W 0 Ld m USE STAINLESS STEEL or TRIPLE DIPPED Q Z m GALVANIZED FASTENERS INTO ACQ LUMBER J a ROOF PANELS: 4 1/4", 0.032, 2#, ROOF LOAD: 70 P.S.F. o o 0 00 LLJ M r Q a ODCj x �1 N J Q � 00 \ co 0 Q I ' \ Q Q � 00 N Z00 0 F- = zN Z m p Zrl k ROOF HANGING RAIL MOUNTED RAFTER or TRUSS ROOF WITH — 0 0 0 -1 U Q N U 00 J W/(1) 1/4" x 3" LAG SCREW SHINGLES OVER FELT PAPER 12" O.C. INTO EVERY 2x4 REINFORCING MEMBER. CAULK EXTERIOR EDGES RAFTER or TRUSS ® ao 0 o 18" METAL FLASHING 16" 0/C O o o �n (SCREW & CAULK) ao 1 1 REMOVE EXISTING � o5 a6 DRIP EDGE Z 0 M N^ 0 Rp0 _ J I_� 00 00 BEM � = 7/16" OSB SOFFIT o o �j ) � W 0 ? oix O J 2 Q [-- NUQ. L� ADD 2 x 4'S ® 12" O/C n _---_ -- -- - w --- J O U TEMO RECOMMENDED SUNROOM EXISTING Z N (n EXTERIOR ROOF ATTACHMENT TO THE EXISTING WALL v c Z 00 OVERHANG. OVERHANG REINFORCED AS SHOWN a �Q } O O O cD w m DETAI9 9 Z L �III���,,�II��I��I��_-�����'ppl/��I 00 w Q B 0 � O U Y w I�Iy�u1 //Q�� �VTI RElNFuf_"% JvLv. CEMENT w® 1�J R E1 11 � G Divu_, TAIL Z b 0 0 :2 USE STAINLESS STEEL or TRIPLE DIPPED Q Z m GALVANIZED FASTENERS INTO ACQ LUMBER W Q w W 0 0