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Home My WebLink About0101285-Building (floor deck)OSHKOSH ON THE WATER Job Address Designer Category Type 1423 HARRISON ST 140 - Interior Remodeling CITY OF OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD Owner KRISTI L POPPELL Contractor CARPENTRY BY BOB · Building 0 Sign 0 Canopy (~ Fence 0 Raze No 0101285 Create Date 05/06/2003 Plan Zoning Unfinished/Basement 0 Sq. Ft. Finished/Living 0 Sq. Ft. Garage 0 Sq. Ft. Foundation · Poured Concrete (~ Floating Slab (~ Concrete Block (~) Post Occupancy Permit Park Dedication Class of Const: Rooms 0 Height 0 Ft. Bedrooms 0 Stories Baths 0 0 Pier O Other (~ Treated Wood Flood Plain Height Permit # Dwelling Units 0 # Structures Size [] Projection j Canopies 0 Signs 0 IFR/ Repairing the floor deck structure' (including beams, joists and bearing wails) from the basement. All work shall comply with ngineering completed by Thomas Karrels. Use/Nature of Work HVAC Contractor Electric Contractor Fees: Valuation Issued By: (~7 Plumbing Contractor $2,200.00 Plan Approval $0.00 Permit Fee Paid [] Permit Voided $30.00 Park Dedication $0.00 Date 05/06/2003 FinallO.P. 00/00/0000 Signature ~ ~/f ~"e,'~/.j ~', / ,, ..... , Date ~ ~ Agent/Owner Address 5308 STATE RD. 175 OSHKOSH WI 54902 - 8504 Telephone Number 233-0870 EXISTING JOIST EXISTING FLOORBOARD NEW THRU BOLT NEW JOIST WHEN SISTERINO NEW JOISTS ADJACENT TO EXISTING JOISTS, VERIFY THAT' EXISTING dOIST HAS ADEQUATE STRENGTH iN REMAINING GOOD WOOD TO RESIST OVERTURNING OF NEW JOIST NOTES: · ALL WOOD TO BE #2 SPF OR BETTER · SHIM ALL JOISTS FOR COMPLETE BEARING ON BEAM · ALL WOOD BEARING ON MASONRY TO BE TREATED AND SHALL HAVE 1/2" AIR SPACE AROUND END AND SIDES · JOIST ADDED ALONGSIDE EXISTING DECAYED dOIST SHALL BE PLACED TIGHT UP TO FLOOR BOARD OR SHIMMED AS REQUIRED 2X4 STUD WALL ©16' O/C WITH NEW FOOTING ~ 16'-0" ~ REMOVE EX~ST~NG EXISTING WOOD -~ ~TS3X4 STEEL ~BEAM4~_~ ~ REMOVE FEMOVE) X STEEL COLJM~ ~;.~ ~{:.~ ~ CUT 2" PA~ ~' ~.:.~, ~ST JOIST ~;~ i I t4~~ ~ / ' VERI ~ ~ ~ ' OF ~XISTI~ 2X2 BLOCKING AT EACH SIDE OF FLANGE. SCREW TO UNDERSID OF dOISTS EXISTING 8 1/4"D STL W/4" FLANGE . EXISTING 2X "SISTERED" AT AREA OF UNSUPPORTED FLOOR BOARDS PROVIDE BETWEEN dOISTS- HANGERS REQUIRED PARTIAL FRAMING PLAN EXISTING RIM BEAM 3-2X8'S REQUIRED NEW DOUBLE 2X8 HEADER EXISTING JOIST SPLICED TOGETHER NEW 20" x 20" x FOOTING W/3-#4 EACH WAY INSTALL COLUMN W/scREw dACK CAST IN FLOOR EXISTING DOUBLE 2X6'S OPEN STAIR EXISTING 1 3/4" X 7 3/4" dOIST NEW 2X8 PROVIDE REBAR AND THREADED ROD TIES SIMILAR TO DETAIL 1/A2 @ 4'-0" O/C ON THIS WALL ALSO z O' 0 3/16" X 3" X STEEL PLATE 5/8"¢ ,~6 THREADED ROD BRACE AND MASONRY REINFORCING @ 4'-0" O/C MAXIMUM SPACING EXISTING FLOOR JOIST NEW 2X2 CLEATS 3-3'/~"~. THRU BOLTS @ 6" o/c EXISTING STEEL BEAM ~,,,,,~ AND COLUMN EXISTING FOOTING NEW 2X4 STUDS ©16" O/C W/TREATED.PLATE AT BOTI-OM 1 X4 BRACES REMQVE PORTION OF EXISTING SLAB · EXISTING CONCRETE S LAB SAWCUT 2- #5 EXISTING 2X4 STUD WALL EXISTING RIM BEAM MINIMUM REMOVE FACE SHELL AND GROUT -- CORE SOLID W/ROD #~- DOWEL EXISTING 8'" MASONRY BLOCR EXISTING GRADE EXISTING RUBBLE FOUNDATION LOCATE STUD SUCH THAT FALLS AT THE CENTERLINE OF THE NEW 16" WIDE CONCRETE FOOTING NEW CONCRETE 'FooTING- 1'-4" WIDE X 8" MIN. THICKNESS ( EX'T'~'~'-~E PTH TO UNDISTURBED SOIL) UNDISTURBED SOiL