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truss w/ cross trusses adjacent to north & south side of chimney. <br /> 44. New raised beam to be above ceiling, brace structure as required. <br /> 45. Galvanized metal hangers for new & existing trusses, size as req. for <br /> loading. <br /> 46. Remove portion of roof & overhang; cut ends of existing roof trusses as <br /> req., provide new plywood connector gusset connector where existing <br /> truss nailing connector is affected; provide nailing pattern to equal <br /> existing. <br /> 47. New roof trusses, engineered by truss supplier as req. for spans; provide <br /> extended top chord & other sections to be field cut for varying roof <br /> conditions; 2x6 top & bottom chords to match existing. <br /> 48. New raised steel beam at location of existing exterior wall to be removed. <br /> Brace structure as req. to install new work. Existing & new roof trusses to <br /> be hung from blocking anchored w/ 1/2" ,er thru bolts @ 24" o.c., space to <br /> avoid joist hanger locations. #48A - Provide skewed truss hangers for <br /> new roof trusses, 30° ± inside angle. #48B - Cut ends of existing roof <br /> trusses as req.; provide new plywood gusset connector where existing truss <br /> nailing connector is affected; provide nailing pattern to equal existing. <br /> #48C - Provide truss hangers for existing roof trusses to remain. <br /> #48D - Dotted condition shows south end of steel beam at steel column; <br /> position height of beam to allow column top plate to be above ceiling; <br /> taper end of steel beam to follow roof slope along underside of sheathing. <br /> #48E - Adjust location of new steel beam & columns to allow existing <br /> trusses at brick fireplace (removed) to reach face of blocking within steel <br /> beam & placement of new joist hangers. <br /> 49. Raised steel beam, taper each end to follow roof slope; provide blocking <br /> similar to Keynote #48; hangers for trusses & ceiling joists; beam to bear <br /> on wood supports ea. end; provide 2 - 1/2" e lag screws thru bottom flange <br /> to posts. <br /> 50. Cut depth of existing cabinet to allow existing pantry cabinets to be <br /> relocated to north wall; modify crown moulding & other trim as req. <br /> 51. HVAC. G.C. - Extend existing class A flue for garage gas unit heater to new <br /> roof height & configuration. Reuse existing chimney & flashing as <br /> possible at new height. Provide proper clearances for flue to combustibles. <br /> 52. Remove existing 6x6 timber retaining walls, verify condition & reuse <br /> where possible. #52A - New 6x6 or 6x8 timber retaining walls to match <br /> existing & conform to configuration shown. Erect wall in accordance w/ <br /> Minnesota State Code Standards, as outlined in drawings, see sheet A2; <br /> anchor structural pieces w/ 1/2" � spikes/bolts. #52B - One deadman per <br /> 16 sq. ft. of wall area, stagger rows; 2 - 1/2" e spikes/bolts min. #52C - 2x10 <br /> treated plate bottom, typical on compacted base. <br /> 53. Extend existing drain tile from garage floor drains as required to surface at <br /> grade w/ new work. <br /> 54. Step wall jambs to allow standard Andersen french door depth to swing <br /> 11 <br />