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<br /> FASTENERS SECTION 9 <br /> "F.1i1~"_ FASTENERS FOR ENCLOSED BUILDINGS I LOADS I ROOF AREAS <br /> Maximum Allowable. load and Attributable Roof Area 120 MPH Wind Zone (41#/Sq, Ft,) <br /> (For Wind Regions other than 120 MPH, Use Conversion Tab/e at Bottom of this page) <br /> CONNECTING TO: WOOD for ENCLOSED Buildings <br /> Fastener length of Number of Fasteners <br /> Diameter Embedment 1 2 3 4 <br /> 1/4"" 1" 264# - 6 SF 528#.13 SF 792#.19 SF 1056# - 26 SF <br /> 1/4"" 1-1/2" 396# . 10 SF 792# - 19 SF 1188#.29 SF 1584#.39 SF <br /> 1/4"" 2.1/T 660# .,16 SF 1320#.32 SF 1980# . 48 SF 2640# . 64 SF <br /> 5/16"" 1" 312#.8SF 624# . 15 SF 936# . 23 SF 124!W# . 30 SF <br /> 5/16"0 1.1/T 468# . 11 SF 936# - 23 SF 1404#.34 SF 1872#.46 SF <br /> 5/16"" 2-1/2" 780#.19 SF 1560#.38 SF 2340# . 57 SF 3120# - 76 SF <br /> 3/8"" 1" 356# . 9 SF 712# - 17 SF 1068# - 26 SF 1424# - 35 SF <br /> 3/8"" 1-1/T 534# . 13 SF 1068#.26 SF 1602# - 39 SF 2136# - 52 SF <br /> 3/8"" 2.1/2" 890# . 22 SF 1780# . 43 SF 2670# - 65 SF 3560# - 87 SF <br /> CONNECTING TO: CONCRETE [Min. 2,500 psi] for ENCLOSED Buildings <br /> Fastener length of I Number of Fasteners <br /> Diameter "Embedment I 1 I 2 3 I 4 <br /> TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalent) <br /> 3/16"" I 1.114" I 343# - 8 SF I ..68611' - 17 SF I 1029# - 25 SF I 1372# - 33 SF <br /> 1/4"" 1.1/4" I 512#.12 SF I 1024# - 25 SF 1536#.37 SF I 2048# - 50 SF <br /> I TYPE OF FASTENER = 'Quick Set' Concrete Screw (RlIWI Zamac Nailin or Equivalent) I <br /> r 1/4",,' 1 y." I 227# . 6 SF I 454# . 11 SF I 681#.17 SF 908# . 22 SF I <br /> TYPE OF FASTENER = Expansion Bolts (Rawl-Bolt or Equivalent) <br /> 1/4"" 2" 568#.14 SF 1136# - 28 SF 1704#.42 SF 2272# . 55 SF <br /> 3/8"" 2.114" 1441# - ~5 SF 2882# . 70 SF 4323#.105 SF 5764# - 141 SF <br /> 1/2"" 3" 1985#.48 SF 3970# ..97 SF 5955#. 145 SF 7940# . 194 SF <br /> CONNECTING: POSTS to BEAMS using BOLTS for ENCLOSED Buildings <br /> Fastener Number of Fasteners <br /> Diameter 1 2 3 <br /> #-SF #.SF #.SF <br /> 1/4"" . 1468 - 36 2936 - 72 4404.107 <br /> 3/8"" . 3710.90 7420.181 11130 - 271 <br /> 1/2"" . 6596.161 13192.322 19788 . 483 <br /> . Length of Bolt to be Size of Post +Yz" (Typical) <br /> WIND lQA!:U~.QN'y'I;B~!'QN_IAeJ.E:. WIND CONVERSION <br /> For Wind Zones/Regions other than 120 MPH (Tables Shown). REGION FACTOR <br /> multiply allowable loads and roof areas by the conversion factor. 102 1,41 <br /> 110 1.17 <br /> 120 1.00 <br /> 125 0,91 <br /> 140 073 <br /> Lawrence E. Bennett, P.E. <br /> CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br /> P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br /> TELEPHONE (904) 767-4774 <br /> FAX (904) 767.6556 <br /> SEAL <br />@ COPYRIGHT 1999 PAGE <br /> NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE 203 <br />