Laserfiche WebLink
C0[5fz-DC5 <br /> Structural <br /> DIBBLE ENGINEERS, INC. Review <br /> ProfesWnal Structural Engineering Services <br /> Summary <br /> The second location where a new header is required is on the west elevation,at the rear wall of the garage. At this <br /> location,an existing doorway is proposed to be widened to 6-0°. DEI recommends installing a new 48 hewer with(2) <br /> 2x4 trim and(2)2x4 Icing studs at each end. Additionally,in order to replace any lateral capacity last in to widening of <br /> this opening,DEI recommends infilling the adjacent window using 2x4 studs at 16°on center,and 107 min plywood <br /> sheathing with 10d nail at 6'on center at panel edges,and 12"on center field. At the splice between new and existing <br /> sheathing,provide flat 2x Molting and edge nail both the new and existing sheathing to the biocidng using 10d nails at <br /> 6'on center. <br /> r <br /> ♦y_ r 1 > <br /> THIS T OF <br /> DRAWINGS L.L. <br /> BE ON JOB SITE <br /> T ALL TI <br /> Figure 3—Loeafuur of New 6'flpadngc ndaa to the Right to be lnfiffed FEB 10 2016 <br /> The third location where a new header is required is at an interior wall between the garage and 06e &t� A TT <br /> a new 3'-0'doorway is proposed. DEI was able to determine that the e)kting wall at this bocatrat Is rta�'ACekUi*b W <br /> is carrying a small amount of rwYatbc load. Therefore we recommend providing a(2)2x6 header with a mkiinum of(1) <br /> 2x4 trim stud and(1)2x4 tang stud at each end to provide support at this new opening. <br /> Figure 4—Approximate Lor. iorr of New Doorway Between Garage and Kitchen <br /> 1029 Market Street,Kiri WA 98033 P.425.828.4200 <br />