Loading...
2005-570 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4z Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLI-ANCE Permit Number: P20050570 Date Issued: Wednesday, December 14, 2005 This is to certify that work requested to be done as shown by Permit Number P20050570 has been completed. Tax Map Number: 523400-301-018-0001-069-000-0000 Location: 17 FAWN Ln Owner: JOHN & JANICE URBAN Applicant: JOHN & JANICE URBAN This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance 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 Enkceme 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: P20050570 Application Number: A20050570 Tax Map No: 523400-301-018-0001-069-000-0000 Permission is hereby granted to: JOHN & JANICE URBAN For property located at: 17 FAWN 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. Tyne of Construction Value Owner Address: JOHN & JANICE URBAN 17 FAWN Ln Porch $15,000.00 Total Value $15,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name / Address Electrical Inspection Agency ADIRONDACK SUNROOMS TOM KURISH 798-2261 10 HOLDEN Ave OIJEENSBIJRY- NY 12804-0000 Plans&Specifications 2005-570 140 SQ FT PORCH $40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, August 08, 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 r7j� 1V�pnd 08, 2005 SIGNED BY //Q'J for the Town of Queensbury. Director of Building&Code Enforcement Permit No. _�5 `S/ 6 Building &Codes Office-Department of Community Development-Town of Queensbury Fee Paid i�QD C) 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codes@aueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subject 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 & t r-O e-,444 fC .�n�'.�J�) �I� Owner: Address: QV l�v�@.ILdr !'+-�, Address: A-4 _JrA?U e--e-,►j to u ry a Home Phone: Z25 1V --Z7-1- ( Home Phone: 7? Y-LZ 4 f Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: ?erson responsible for supervision of work with respect to building and codes compliance: Name: 30 gro—A Address: 3 2_�f (Q JR Y# C' ILA, Phone '74 �f-Z 24 f -ocation of proposed construction: Lot No. Legal Address: l n fax Map Number: [2 Subdivision Name: Ac- Pc', stimated Cost of Construction: $ ) S 0 u Does an accessory structure currently exist on the property? _Yes / No If YES, list all existing accessory structures: i``I1 �''or i Proposed Construction 10 floor 2^d floor Total proposed, #ght sq.ff. sq.ff. ff. in S . 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 co struction. 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. Z Date: Authorized Signature:. L:\Sue Hemingway\Building.Permit.FO RMS\Accessory Structure Permit Application.doc V:12/28/04 IML Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: p art: " a Date Inspection request received: Inspector's Initi s: - — NAME: (J� P RMIT#: _ C�Qt� '1 LOCATION: r �/6ATE: Li TYPE OF STRUCTURE: Comments Yes Buildin Number/Address visible from road Chirrmey Height/"B"Vent/Direct Vent Location Fresh Air Intake Of 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete h 1 Platform at all exterior doors E Guards at stairs,decks,patios more than 30 inches above grade Q h r Guard at stairwell at 34 inches or more C\ ' Guard at deck, orches 36 inches or more f "� Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers 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/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 Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/o hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection-Slicker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Tem or /Permanent OL L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive:�ap ,art: C '71 am/ m Date Inspection request received: Inspector's In iaN:•NAME: - I� LOCATION C )✓9RMIT#: -2O C� / DATE: TYPE OF STRUCTURE: Comments Yes No N/A Buildin Number/Address visible from road s Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade '� �- �I`'+�� ',j h Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more 0�—__. Handrail Termination at Newell Post or Wall _ Interior/Exterior Railings 34 inches to 38 inches ', Interior Handrails @ stairs 2 or more risers 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/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 Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft,150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum 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 Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/,Permanent 7 L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential"ection Form revised 100405.doc Foundation Inspection Report r Office No. (518) 761-8256 Date Inspection request"rQeei ed: j Queensbury Building&Code Enforcement Arrive: am/pm`-°' Depart: ,� m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: _C� .�T� �L-o RMIT#: LOCATION: _ _ ��� r ( yam ,� _ INSPECT ON: TYPE OF STRUCTURE: _ Pcss�r Comments Y N N/A otings Piers woe 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: 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. LASucHemingway\Building.Codes.Inspection.FORMSToundati on Inspection Report.doc January 28,2003 S67'20'49"E 113.63 0 w u G HOUSE o0 3 ,�ul o N r r N 16 pg' 17.97' n �i L=50.01 48.38 00 urn s R=325.00 N6448'50"W FAWN LANE lXUGe�Sy�, y ,14 'F l � 57-1 Y- 75�, 2:ZA\ INSTALLERS LAYOUT SKETCH �L o VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING a w In 0 NOTICE: O THIS JOB HAS NOT BEEN CONFIRMED. Q N PLEASE FAX AN APPROVAL WHEN READY TO ORDER. Q w \ RELEASE APPROVED BY-------- co WAL CUSTOMER: ADIRONDACK SUNROOMS STU to C-TI c� cn JOB NAME: URBAN, JOHN cn r� 3" WALLS � P o U 0 0 O 10'—0" crI PIT CTI COPY In In N _ co ZLEl 1 44.5 Cl 55 Cl 44.5 [ 7 7 TOWN OF QUEENSBURY J r BUILDI & QODES DEPT. 140 4 u REVIEWED Y CALE DATE UL 58SL - - ICC LEGACY REPORT PFC-5176 ICC LEGACY REPORT ER 5262-P 05W9459 07 16 05 ADRONDAK ICC LEGACY REPORT NER-567 FLORIDA PRODUCT APPROVAL 3857 DETAILED BY: MIRHET MELKIC FLORIDA PRODUCT APPROVAL 3521 F9 \\ O D - D r - rrI \\ O PO n -i - O - n D 0 y S N-0 Z m:E o D -D C A O c-m r �OZOm - (n I M o.. o O.-.i rJOc 2-4Zrn 0NNrz 00> 0mOp �C)Zcv 8ZM2c N m p Z 0 0 Dma)00 N C D 0 N Z p f�mD Dn;0 Zm0Z mmm 00 0 SIGN OD ALED N ON 07/20/05 EALER: ADRONDAK 05W9459 PH. ( TEMO SUNROOMS, INC. 1ROBE-R—TA. WALZ, PE URBAN, JOHN 20400 HALL RD 400 HALL RD 17 fAWN LANE CLINTON TWP, MI 48038NTON TWP, M% 4so3a _ 77) 218-8366 X287 QUEENSBURY, NY 12804 PRONE: (586) 286-0410 5409 # 082300-1 RAWN BY:MIRHET MELKIC DATE:07/16/ 55 SCALE:NONE m — ® �, � m ;u m I`I D = _ -0 7, 7, O z D C7 -i (n (n (n (A m n m D D D D 2 Z Z Z z o O O O O Cn Lf) (n to 0000 Z Z Z z m m m m O IV O D MOONIM .SS MOONIM „SS k I m ` ; cxn z D m I o 0 (n Z f = D r0 K -0 (A m K m N r— D Z O m0 a D , - y � T Z m CA ry 0 C I > m I A D m0 N - - - z �z - 0 0 55" WINDOW 10„ FL SWNG DOOR D 0 I- 0-u W-+ m;u m 0 D o m 2 m rm-ON -1 Z Z{Amm .. K:>z > mCmyrr- X rT o Z D 1 O Ln'O??0 Z= O r (n D m p �Z rn W07/20/05 D :ALER:ADRONDAK 05W9459 PH ( > TEMO SUNROOMS, INC. ROBERT A. WALZ, PE URBAN, JOHN 20400 HALL RD 20400 HALL RD 17 FAWN LANE CLINTON TWP, MI 48038 CLINTON TWP, MI 48038 QUEENSBURY, NY 12804 PHONE: (586) 286-0410 (877) 218-8366 X287 2AWN BY: MIRHET MELKIC DATE:07/16/05 SCALE:NONE FAX: (586) 286-5409 LIC #082300-1 o �r w o� J W Q (L X C. � 0.00 00 Q J 3: 1 10 EXISTING HOME \ Q a r° ro W = Z C,4 O X O Or � 2 x 10 x 14' ACQ LEDGER W 2 x 4 OF SAME LENGTH FOR ATTACHING TO HOUSE ONLY ~ ( / ) _ z m � zr, U O O00asn o 4'-0" a�r a� U -N z W 0-4 Z J 10'-0" N N V I J co ,W CO) io 00 a I�I a 6'-0" a� O ¢ CD (b x Zo NN ~N � � a:9 2-2 x 10 ACQ STRONGBACKS (TY,, U] -1 3�� O = � aw � 0 � ox E—C,4 1'-0" 6'-0" 1'-0" (TYP.) 14'-0" w z z w a N Y � .i W Z EXAMPLE DECK = z r o_ a cr-- r —12'-0"-- I U-) Z 6" 3 r L0 U � Y LOAC BEARING 8 rAM W TEMO DECK P NELS x Z w FOUNDATION PLAN a TRUFAST PANEL SCR WS a: LOAC BEARING B AM DECK PANEL NOTES; to I • . . . . . . . . USE STAINLESS STEEL or TRIPLE DIPPED co } GALVANIZED FASTENERS INTO ACQ LUMBER 1) SEE NER-567 of m 3 2) FLOOR PANELS ARE 6" a SCREW PATTERN DETAIL ALUMINUM ON BOTTOM OF DECK PANELS AT ""cT" 0 Q a �X 3TES4 Q 3�I o rO FIG. I SEE ATTACHMENT DETAIL 'B' o r a =r N 0 z0 o0� OZ m ZrU tn0 0 0V j TEMO U ALUMINUM PANELSDSRUCTURAL INSULATED U z 0-4 EXISTING � a HOUSE `,�'� 0 o 0 3TES4 7 -6 8'-0" 1 '$ 00 FIG. J1 a+ � N SEE PANEL 00 O0 SPLICE DETAIL Q ✓Ln SEE SCREW p u� PATTERN DETAIL-�\ o Z p x �t _ a N � au 1 FLOOR PANEL � (12 'MAX 04ERHANG) 6 X 6 ACQ POST SIZE PER PLAN NEW (SEE PLAN VIEW) 2'-1 PIER HEIGHT ABOVE (2) 2x 10 ACQ LOADBEAM FULL 4'-0 GRADE MAX. 6" DECK LENGTH W/ (2) 5/8" THRU BOLTS AS SHOWN w GRADE p SIMPSON ABA 66 POST z _ SHOE OR EQUAL ATTACHED 2 x 10 LAGGED TO STRUCTURE ui PER MANUFACTERER SPECS. W/ 2X4 LAGGED AS SHOWN 0 t "''•' WOOD FRAME: N `t 1/2" LAG BOLTS ® 16" o O/C - STAGGERED. s „ MASONRY BLOCK OR Y w >= - �-- -0 CONCRETE WALL: n o co- LEDGER THRU-BOLTED TO Cnzn NOTE: STRUCTURAL DIAPHRAM W o ALL EXTERIOR STRUCTURAL LUMBER o TO O PRESSURE TREATED 0 V L 1 1/2" SCREWS � J PANE �®6" O/C SECTION #8 X 2 1/4" w DECK SCREW H Yd Z w = S 1/2" LAG SCREWS Z 0 2 x 6 JOIST w USE STAINLESS STEEL or TRIPLE DIPPEDCO Q z m GALVANIZED FASTENERS INTO ACQ LUMBER a PANEL SPLICE DETAIL LEDGER DETAIL ROOF PANELS: 4 1/4", 0.032. 2..4 Rnnr- I r)An. - - -- n ODr� c C C —i ' zr— D 0 F— cf) n --1 -0 > ozz \ -um m ,,-� � z o�o � D �U(-) xoo = � 0 x D 0 N z C) ccn 0 > F- � � � D cn F— cf) I z D U) � N - orn coCNZ m D � O � � m � --� n zm 0 � mm m � r - I c/) --A o � D nm � a r � cm 10 Km O m Frl x C/� z c� D A N E /2 DEALER:ADRONDAK 05W9459 PH ) TEMO SUNROOMS, IN ROBERT . WAL , PE URBAN, JOHN 20400 HALL RD 17 FAWN 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:07/16/05 1 SCALE:1/4"=1' FAX: (586) 286-5409 LIC #082300-1