2122 RUCKER AVE 2016-01-01 MF Import

� 1.1 __ �. ' 11...` . � ' . � . . . ��<< ;,,,/.�_�, REPAIR SPECIFiC��:IGi75 :�I7D LIST OF f40R1C TO SE EID �1 'i ��1 /�- ( � .,ddress : ,,�� ^� �( 1� i1�7 Page i"� foundation beams with pressure treated posts and rest on 16" x 16" concrete pier blochs (or larger) on solid ground. During the reposting process, the contractor shall lower and raise the floors, including raising the heavy centcr support beam under the bearing wall, to run the floor levels in a stcaight line between the north and south sides oE the building noting the floor joists run nocth and south. Flatten out the "htmiped" floor area in unit pl by placing heavy weight on the high areas for a long period of time as necessary to level. It shall be assumed that the steeply sloping floor area at the back of the building will not be raised as this would cause extensive damage to the room windows, floors etc. Install a row of 2" thick solid blocking (same deptn as joists) between the floor joists over the center beam, running the full length of the building. Add two more rows of solid blocking full length of the ouilding, one row on -each side ef the center support beam, half way between the center beam and the outside foundation wall:�. Ventilation and ground cover. �.do existing foundation vents and add heavy screened vents to code along the sides of the building, pacticnlarly toward the east end of the building. Additional. venting is needed undec the kitchen and across to the nocth side of the building. Cov>r the crawl ground area with 6 mil polyethylene (plastic) lapping the joists at least 12 inches. All foundation work and new floor framing called out in this item to be performed in compliance with the requirements o.f the Uniform Euilding Code, 1985 edition. $ 2, Wood Walkway (north side) Stair & Concrete Landing Repairs (south side) Wood walkway on the north side. Add a treated 2 x 8 hem-fir alongside the existing ledger agai.nst the building and alongside the existing 2" x B" ledger fastened to the walkway support �osts. Add treated 2" x 8"s , one on each side of the 2" x 6", running in the center of the walkway. Support new buiit-up beam at each end. Renail the 2" x 4" decking to the new ledger joists. t+lood stairway on the south side. Remove the wood stairs, top to bottom, and rebuild with a new 3' L" wide concret:e stair, rise and run to code. Treads to be sloped slightly to give cun off. Install a heavy duty, custom-built, ornamental iron railing, full lencth, down the north side of the stair to close oEf the opening between the stairway and the building. Railing height and ooenings between intermediate rails �o code require�nents. Place 3-1/2" thick concrete landings at the top and bottcm of stair, making the landings at least �' 0" wide and 3' 0" long. 'Cie landings into existing walkways. Concrete landing at the entrances into unit pl and the storage room. ReJnove this concrete and plac�=_ a 4" thick (minim�nn) c�ncrete slab in its place. R�n a #10 wiee mesh in the new concrete pad. A step dow„ in the slab is acceptable. Slope the pad toward the southwest corner, permitting the water to run out to the side �ard away from the building. All work i,. this item to be performed to kF�e requirements oE the Uniform f3ui.iding Code, 1985 edition. $