Loading...
2006-203TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20060203 Date Issued: Tuesday, May 09, 2006 This is to certify that work requested to be done as shown by Permit Number has been completed. Tax Map Number: 523400-295-019-0001-049-000-0000 Location: 187 AVIATION Rd Owner: LINDA LA ROCK Applicant: LINDA LA ROCK This structure may be occupied as a: Porch 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 Planning Board or Zoning Board of Appeals. P20060203 By Order of Town Board TOWN OF QUEENSBURY Director of Building & Code Enf'rceme TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: Tax Map No: P20060203 Application Number: A20060203 523400-295-019-0001-049-000-0000 Permission is hereby granted to: LINDA T,A ROCK For property located at: 187 AVIATION Rd in the Town of Queensbury, to constrict or place at the above location in accordance with application together with and approved and in compliance with the NYS Uniform Building Ordinance. Owner Address: LINDA LA ROCK 187 AVIATION Rd QUEENSBURY,: NY 12804-0000 Contractor or Builder's Name / Address ADIRONDACK SIJNROOMS & SPAS 324 OIJAKER Rd O1 TEENSBT TRY.. NY 12804-0000 Plans & Specifications plot plans and other information hereto filed Codes and the Queensbury Zoning Type of Construction Value $19,000.00 Porch Total Value Electrical Inspection Agency $19,000.00 2006-203 100 SQ FT PORCH $40.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday, April 26, 2007 (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 SIGNED BY y, April 26, 2006 Director of Building & Code Enforcement for the Town of Queensbury. 0/41.041.4•00/0” OOOOOO OAF OOOOOOOOOOO 06•000 01315I� ! OFFICE USEONLY'�I -"I �l���� TAX MAP NO. PERMIT NO. FEE PAID L'Q 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. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: L n CV x L31. r O INSTALLER/BUILDER: ADDRESS: 16 2 /(V I ADDRESS: 3 Zg 6,),-11„ 0� PHONE NOS. 79 3 7 U PHONE NOS. 7 98 - ` a 6 j4 G vn re.>c� LOCATION OF PROPERTY: ( I LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: SUBDIVISION NAME: ESTIMATED COST OF CONSTRUCTION: $ / 9 5 U G ANY OTHER ACCESSOR STRUCTURES ON PROPERTY? IF YES, PLEASE LIST: CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: �h e,,to ! ( PHONE: 7 SAO Z z 6 PROPOSED CONSTRUCTION 1" FLOOR SO. FT. OPEN PORCH DECK 2ND FLOOR SO. FT. TOTAL SQ. FT. PROPOSED HEIGHT FT. & IN. 3 SEASON, COVERED OR ENCLOSED PORCH' /v 0 BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED APR 1 4.....x.06 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 arr agree to Signed Dated: .7'//c' QUESTIONS ? CALL 761-8256 OR EMAIL codes@queensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Foundation Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Rd., Queensbury, NY 12804 NAME: LOCATION: TYPE OF STRUC R4fP Date Inspection quest received: Arrive: / •b am/pr�l Depart: amlpm1 Inspector's Initials: PERMIT #: <9O0 (p _ aQ3 INSPECT ON: Comments L:\Building & Codes Forms\Building & Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Y N/A ootings 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 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. Comments L:\Building & Codes Forms\Building & Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: Z. (0 am/pmn D art: _^ am/pm Date Inspection request received: Inspector's Initials: \j{?---L--- NAME: L4-4 C,K LOCATION: /g 7 7M 4 j7c'. iJ y TYPE OF STRUCTURE: PERMIT #: DATE: V ., 5-71/dee Comments (eoptoti L:\Building & Codes Forms\Building & Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc Yes No N/A Building Number / Address visible from road 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 Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more 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 SafetyDazing / 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 sq. ft. -150 sq. ft. vents Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sq. ft. Emergency egress below rade 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 Y2" 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 / 0 [ Temporary / Permanent ] V ., 5-71/dee Comments (eoptoti L:\Building & Codes Forms\Building & Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc PARTS LEGEND [ FEMALE ji[ VERTICAL CHANNEL CMALE L[CORNER 10'-0" w INSTALLERS LAYOUT SKETCH VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING CUSTOMER: ADIRONDACK SUNROOMS JOB NAME: LAROCK, LINDA 3 5/8" WALLS FSI E DOPY &-03 APR 1 4 2006 TOWN OF QUEENSBURY BUILDING & D DEPT BY f 10'-1 3/16" NOT TO SCALE 06W2665 03/27/06 ADRONDAK DETAILED BY: MIRHET MELKIC r) 10'-0" UL 58SL ICC LEGACY REPORT PFC-5176 ICC LEGACY REPORT NER-567 FLORIDA PRODUCT APPROVAL 5505 FLORIDA PRODUCT APPROVAL 3857-R1 FLORIDA PRODUCT APPROVAL 3521-R1 ELEVATI ON S • 0 0 0 TOTAL WEIGHT OF TEMO PRODUCT: 938.00 lbs. ALL TEMO SUNROOMS ARE DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE. NOTE: ALL OPERATING GLAZING PRODUCTS SUPPLIED BY TEMO SUNROOMS INCLUDE TEMPERED HPG -2000 GLASS THAT CONFORMS WITH CHAPTER 24 OF THE CODE DEALER: ADRONDAK LAROCK, LINDA w z 0 z w -J 0 N t0 O n 0 O BY: MIRHET MELKIC 5 0 0 0 0 0 TOTAL WEIGHT OF TEMO PRODUCT: 938.00 lbs. ALL TEMO SUNROOMS ARE DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE. NOTE: ALL OPERATING GLAZING PRODUCTS SUPPLIED BY TEMO SUNROOMS INCLUDE TEMPERED HPG -2000 GLASS THAT CONFORMS WITH CHAPTER 24 OF THE CODE DEALER: ADRONDAK LAROCK, LINDA w z 0 z w -J 0 N t0 O n 0 O BY: MIRHET MELKIC 5 0 LEGEND: $ LIGHT SWITCH ® LIGHT RECEPTACLE FAN 10'-0" T FRAME COLOR: WHITE FACIA/TRIM: WHITE INTERIOR KP: WHITE EXTERIOR KP: WHITE SKIN TYPE: TEMKOR EXISTING HOME NOTE: ENCLOSURE NOT TO BE USED AS A PERMANENT LIVING AREA FLOOR PLAN 10'-0" o Z� 0 Zt 0 V) CO s c CO N 'tx • o a000 1O Q _Q 00 F- Zc71 QO w 0 o U O • O J co Q: NU J C) z o NOTE: THE SIDE WALL ATTACHMENT TO HOUSE IS A NON -LOAD BEARING CONNECTION. PROPERLY CAULK BOTH SIDES OF ALUMINUM EXTRUSION AT THIS CONNECTION. W O X 2 < CL L� DEALER: ADRONDAK LAROCK, LINDA w z 0 z w J U N t0 O n I M taO1 0 DRAWN BY: MIRHET MELKIC EXISTING HOME 2 x 10 x 10' ACQ LEDGER (W/2 x 4 OF SAME LENGTH) FOR ATTACHING TO HOUSE ONLY 4'-0" 10,-0" 0 0 6'-0" 3'-0" j co cn cn co N w 0 J N �Y 2-2 x 17 ACQ STRONGBACKS (TYP.) —08„ 8' 1 „ 16 10'-116" FOUNDATION PLAN USE STAINLESS STEEL or TRIPLE DIPPED GALVANIZED FASTENERS INTO ACQ LUMBER 68" x 68" SPA WEIGHT 1,545 LB U z CID Oo 0 00co O _,03 I Z 0 N N CO CO CL t0 (.p Uj 71-1 Q�CI O= o�zz W0z0x O J 2 Q N0aL� x to t0 N C0 0 DEALER: ADRONDAK LAROCK, LINDA w z 0 z 04 J 0 (0 n 0 0 DRAWN BY: MIRHET MELKIC SEE ATTACHMENT DETAIL 'B' TEMO INSULATED ROOF STRUCTURAL ROOF PANELS 7'-6" 7 7 DECK JOISTS 0 16" O/C 8'- 7 /I EXISTING HOUSE 2>' 2'-6" PIER HEIGHT ABOVE GRADE MAX. 6" GRADE (2) 2x10 ACQ LOADBEAM FULL DECK LENGTH W/ (2) 5/8" THRU BOLTS AS SHOWN a SIMPSON ABA66 POST SHOE OR EQUAL ATTACHED PER MANUFACTERER SPECS. S CTI _\ 'A' —1- LEDGER LAGGED TO STRUCTURE AS SHOWN WOOD FRAME: 1/2" LAG BOLTS ® 16" O/C - STAGGERED. MASONRY BLOCK OR CONCRETE WALL: LEDGER THRU-BOLTED TO STRUCTURAL DIAPHRAM USE STAINLESS STEEL or TRIPLE DIPPED GALVANIZED FASTENERS INTO ACQ LUMBER ROOF PANELS: 4 1/4", 0.032, 2#, ROOF LOAD: 70 P.S.F. oorn OU') (0(0 CO CO N N 1D 10 0 DEALER: ADRONDAK LAROCK, LINDA w z 0 z w -J 0 to m N n r 0 0 0 DRAWN BY: MIRHET MELKIC METAL PREFLASH AND CAULK TOP (Sc BOTTOM MOUNT W/ #8 X 1/2" SCREWS @ 6" O.C. HANGING RAIL MOUNTED WITH 1 /4" X 3-1/2" SCREWS INTO EACH WALL STUD STAGGERED TOP & BOTTOM ETA L 1-3 USE STAINLESS STEEL or TRIPLE DIPPED GALVANIZED FASTENERS INTO ACQ LUMBER EXISTING WALL CO N 0 CL CO� X QCI CC co j aorto 0 O • Q �' CO N pp � O O N m O Z o o J 66 0 NU`.J ODMS, INC. O O) M d O O o co i _coO zo:ENN < 1 v cc) Ln O = Z O o W O Z W d z0X O J Z < E-N(..)0_LL_ a u� CO CV O DEALER: ADRONDAK SCALE: 1/4"=1' DATE: 03/27/06 BY: MIRHET MELKIC ce ; 1 ..; i i ! , , ?4,1 ! --1 1 t. - _ --. - -1- 1 4 - 1 I I *-** -1 I j.- , 1 I ; .11, •g; i 1 I 1 -- 4 . ( ----iff.- -Di.- 7- ----7.---- I 1 ' 1 1 ! . ( A dA j astr-o ' I , -4 _ , i 71 1 ty LI( i' V -)l 64.4 41 ( --) _ t )i4,4. : 1 ; ' .. . __. . ; i__ , 1 ; , ,