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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 Wmd 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"" I" 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# ,35 SF <br /> 114"" 2-1/2" 660# - 16 SF 1320# - 32 SF 1980# - 48 SF 2640# - 64 SF <br /> 5/16"" 1" 312# - 8 SF 624# - 15 SF 936# - 23 SF 124811 - 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"" I" 356# - 9 SF 712# - 17 SF 1068# - 26 SF 1424# - 35 SF <br /> 3/8"" 1-1/2" 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 :J560# ' 87 SF <br /> CONNECTING TO: CONCRETE IMin, 2,500 psi] for ENCLOSED Buildings <br /> Fastener Length of I Number of Fasteners <br /> Diameter Embedment I 1 I 2 I 3 4 <br /> TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalentl <br /> 3/16"13 I 1-1/4" I 343# - 8 SF I Ea6# - 17 SF I ~':;:?':1R 25 SF 1372# - 33 SF <br /> 1/4"" I 1-114" I 5~2/;-12SF 1024/; - 25 SF 1 bow/; , :J7 S' 204811 - 50 SF <br /> TYPE OF FASTENER = 'Quick Set' Concrete Screw (Rawl Zamac Nillhn or Equlvdll:nt) I <br /> 1/4"" I 1'...... 227# - ti SF 454# - 11 SF I blll# ' 17 Sf- ,"OIlU - 22 SF J <br /> ., <br /> TYPE OF FASTENER = Expansion Bolts (Rawl-Bolt or Equivalent) <br /> 1/4"13 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"13 3" 1985# - 48 SF 3970# - 97 SF 5955# - 145 SF 7940# - 194 SF <br /> CONNECTING' POSTS to BEAMS using BOLTS lor ENCLOSED Buildings <br /> Fastener Number of Fasteners <br /> Diameter 1 2 3 <br /> # - SF # - SF # - SF <br /> 1/4"" . 1468 - 36 2936 - 72 4~04 - 107 <br /> 3/8"13 3710 - 90 7420. 131 11130 - 271 <br /> 1/2"13 6556 - 161 13192.322 1978d - 483 <br /> Length of Bolt to De Size of POSt . ~;' \TYP,C.JI) <br /> WIti.O,J..OADCONVERSION TAfU...~;. WIND CONVERSION <br /> For W,nd lones/Regions other than 120 MPH (Tables Sr,ownl REGION FACTOR <br /> multiply allowable loads and roof a, eas by lht:: conl/ers,on factor 102 141 <br /> 110 117 <br /> 120 100 <br /> 125 091 <br /> 140 073 <br /> ~ <br /> ~) -~~ <br /> Lawrence E. Bennett, P,E. <br /> CIVtL ENGINEER - DEVELOPMENT CONSUL T ANT <br /> PO 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 />