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<br />- FASTENERS SECTION 9 <br /> _F.1;,r:s:... 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 Table 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"" 2-1/2" 660# - 16 SF 1320# - 32 SF 1980# - 48 SF 2640# - 64 SF <br /> 5/16"" 1" 312#-8SF 624# - 1 5 SF 936# - 23 SF 124at1 - 30 SF <br /> 5/16"" 1,1/2" 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 I <br /> 3/8"" 1-112" 534# - 13 SF 1068# - 26 SF 1602# - 39 SF 2136#,52 SF <br /> 318"" 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 1 I 2 I 3 I 4 <br /> TYPE OF FASTENER = Concrete Screw (Raw I Tapper or Equivalent) <br /> 3/16"" I 1-1/4" 343# - 8 SF I 686# - 17 SF iC2911 ' 25 SF 1372# - 33 SF <br /> 1/4"" 1-114" 51211 - 12 SF I 102411- 25 SF 153611,37 S" I 2048# ' 50 SF <br /> TYPE OF FASTENER = 'Quick Set' Concrete Screw (Rawl Zamac Nililin or Equlval"nt) <br /> 1/4"" 1 ~~" 227#-tiSF I 454# - 11 SF l:ilJ111 - 17 SI 'JUlJlI 2:> S~ <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"" 2-1/4" 1441# - 35 SF 2882# - 70 SF 4323# ' 105 SF 5764# - 141 SF <br /> 112"" 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 /> Ii - 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 19780-483 <br /> , Length of Bolt to be Size of Post . ~~" \T YP,c;ll) <br /> WlliQ.LQAltlXlN.YERSION T 8eJ.E~ WIND CONVERSION <br /> For Wind ZoneslReglons other than 120 MPH (TableS Sr,o....n) REGION FACTOR <br /> multiply allowable loads and roof areas by the conyers,on factor 102 1.41 <br /> 110 1 17 <br /> 120 100 <br /> 125 091 <br /> 140 073 <br /> Lawrence E. Bennett, P.E. <br /> CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT <br /> P,O, BOX 4368. SOUTH DAYTONA. FL 32121 <br /> TELEPHONE (904) 767-4774 <br /> FAX (904) 767-6556 <br /> SEAL <br /> PAGE <br />@ COPYRIGHT 1999 <br /> NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E 203 <br />