16-17214 - Laserfiche WebLink

Browse Search

1 . , � FARKAS Residence 37120 Foxrun Place Zephyrhills, FL 33542 February 24, 2016 o A—This is a SIMPSON MSTA24 strap securing both ends of the toad ' bearing header to the Jack and King studs. The SIMPSON MSTA is to be secured em lo in 18— 10d nails and rovides a tension load ca abifi of p Y 9 P P tY 1640 pounds. , o B—This is a SIMPSON LSTA9 strap connecting the header to the 2"X4" cripples between the header and the double top plate. The SIMPSON LSTA9 is to be secured employing 8 - 10d nails and provides a tension capability of 740 pounds. o C —This is a SIMPSON SSP stud plate tie, securing the 2"X4" cripple studs and the fiull length studs to the double top plate. The SIMPSON SSP connected to the double top plate is to be secured employing 7 -10d nails and provides uplift allowable capability of 435 pounds. o D - This is a SIMPSON SSP stud plate tie, securing the 2"X4"full length studs to the pressure treated bottom plate. The SIMPSON SSP connected to the bottom plate is to be secured employing 5 -10d nails and provides uplift allowable capability of 455 pounds. , o E - This is a SIMPSON DSP stud plate tie, securing the two King Studs to the double top plate. The SIMPSON DSP connected to the double top plate is to be secured employing 14 -10d nails and provides uplift allowable capability of 825 pounds. , o F —This is a SIMPSON HTT4 tension tie securing the King and Jack ! Studs to the foundation. The SIMPSON HTT4 is to be secured to the I foundation employing a 5/8" anchor bolt and to the studs employing 18— � 16d nails which provide allowabte tension load capability of 4235 pounds. �, o G —This is a %2" diameter Anchor Bolt with a 2"washer. This is to be ! provided to secure the pressure treated bottom plate to the foundation for ', all bearing frame walls. The '/z� anchor bolt is to be instafled 6°from the I end of the wall and all openings and then 24" on center. � o H —This is a SIMPSON MTS12 twist strap with 14, 10d X 1%" nails securing the double top plate to the roof rafters or roof trusses, providing an uplift capability of 1000 pounds. • Double Top Plate—The damaged portions of the 2"X4" double top plate must be removed such that a minimum of 16" is available for the splice to insure adequate continuity for the "continuous" top plate system. The new sections of double top plate are to be nailed together and to the undamaged portions of the top plate : 3 William F. Stuhrke, PhD, P.E. State of Florida PE#22150 . : ,�� .