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r- <br />CITY OF FW7,1UTT <br />BU1LDfNG DEPARTIENT <br />PLAN CORRECTION SIiFET <br />DATE. January 11, 1985 _ <br />Ol'1NER JOHN SCHILATY _ <br />CONTRACTOR JAMES HESSELTINE <br />ARCHITECT <br />J013 SITE ADDRESS 5829 A & B FLEMING <br />TYPE OF CONSTRUCTION <br />US1: <br />usE ZoNrNG <br />1'IRL• ZONF -- <br />OCCUPANCY GROUP <br />OCCUPANT LOAD_ <br />PLANT CHECK NO <br />85/14320 <br />in response to your application for a permit, your plans and specifications <br />have been examined and you are advised that the issuance of a permit is <br />withheld for the reasons hereinafter set forth. NOTE CAREFULLY: Answer <br />questions and make explanations bL correct:inl on final plans, and new <br />plans must be submitted to the BuiluLnE Inspection Department. (This sheet <br />must be returned with original plans and specifications or they sill he <br />filed as new business..) <br />1Lam No. <br />f� 2. <br />(7� 3. <br />6i L4. <br />LY 7. <br />04- 6. <br />7. . <br />Ufi1. IiI1.DL`IG ,OD1: 1982 r.DiTI0N <br />4" x 12" floor beam is overstressed in horizontal shear. <br />Soil bearing pressure under footings supporting 4" x 12" <br />floor beam exceeds allowable 2000 psf. <br />Because party wall separates the attic, provide roof vents <br />ior continuous ridge vent. <br />4" x 8" header over garage window is overstressed in <br />horizontal shear. Suggest moving window west to avoid <br />the load from the 8" x 10" above. <br />Provide handrail on the open side of the stairs. <br />5/8" Type "V gypsum wallboard is required on ceiling of <br />garage. <br />Mud sill anchor bolts to be spaced at 48" o..c -) <br />JJ <br />Jack E. Frets <br />Plans Examiner <br />///A .i <br />Wo'j, r to hl� <br />roo (o 1 0 <br />�. WA <br />CODE. SEC <br />Pagcl of 1 <br />M <br />N rrnn <br />0 <br />m� <br />C <br />0 <br />_ <br />m <br />o z <br />-1 N <br />m <br />x <br />n rn <br />= m <br />CA <br />3 (A <br />zn <br />�m <br />a <br />