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<br /> FASTENERS SECTION 9 <br />Table 9.1: FASTENERS FOR OPEN BUilDINGS I lOADS & AREAS <br /> Maximum Allowable - Load and Attributable Roof Area for 120 MPH Wind Zone (23 # / SF) <br /> (For Wind Regions other than 120 MPH. Use Conversion Tab/e at Bottom of this page) <br /> CONNECTING TO: WOOD for OPEN Buildinas <br />Fastener Length of Number of Fasteners <br />Diameter Embedment 1 I 2 3 I 4 <br />1/4"0 1" 264# - 11 SF 528# - 21 SF 792# - 32 SF 1056# - 42 SF <br />1/4"0 1-1/2" 396# - 16 SF 792# - 32 SF 1188#- 48 SF 1584# - 63 SF <br />1/4"0 2-112" 660# - 26 SF 1320# - 53 SF 1980# - 79 SF 2640# - 106 SF <br />5/16"0 1" 312# - 12 SF 624# - 25 SF 936# - 37 SF 1248# - 50 SF <br />5/16"0 1-1/2" 468# - 19 SF 936# - 37 SF 1404# - 56 SF 1872# - 75 SF <br />5/16"0 2-112" 780# - 31 SF 1560# - 62 SF 2340# - 94 SF 3120# - 125 SF <br />3/8"0 1" 356# - 14 SF 712# - 28 SF 1068# - 43 SF 1424# - 57 SF <br />3/8"0 1-1/2" 534# - 21 SF 1068# - 43 SF 1602# - 64 SF 2136# - 85 SF <br />3/8"0 2-1/2" 890# - 36 SF 1780# - 71 SF 2670# - 107 SF 3560# - 142 SF <br /> CONNECTING TO: CONCRElE rMin. 2,500 Dsil for OPEN Buildinas <br />Fastener Length of I Number of Fasteners <br />Diameter Embedment I 1 2 3 4 <br />TYPE OF FASTENER = Concrete Screw tRawl Tanner or Eauivalent! <br />3/16"0 I 1-1/4" I 343# - 14 SF 686# - 27 SF 1029# - 41 SF 1372# - 55 SF <br />1/4"0 I 1-1/4" I 512# - 20 SF 1024# - 41 SF 1536# - 61 SF 2048# - 82 SF <br />TYPE OF FASTENER = 'Quick Set' Concrete Screw tRawl Zamac Nailin or Eauivalentl <br />1/4"0 I 1-114" I 227# - 9 SF 454# - 18 SF I 681# - 27 SF 908# - 36 SF <br />TYPE OF FASTENER = ExDansion Bolts tRawl-Bolt or Eauivalent <br />1/4"0 2" 568# - 23 SF 1136# - 45 SF 1704# - 68 SF 2272# - 91 SF <br />3/8"0 2-1/4" 1441#- 58 SF 2882# - 115 SF 4323# - 173 SF 5764# - 231 SF <br />1/2"0 3" 1985# - 79 SF 3970# - 159 SF 5955# - 238 SF 7940# - 318 SF <br />CONNECTING: POSTS to BEAMS using BOLTS for OPEN Buildinas <br /> Fastener Number of Fasteners <br /> Diameter 1 2 3 <br /> # - Sq, Ft. # - Sq. Ft. # - Sq. Ft. <br /> 1/4"0 . 1468 - 59 2936 - 117 4404 - 176 <br /> 3/8"0 . 3710 - 148 7420 - 297 11130 - 445 <br /> 1/2"0 . 6596 - 264 13192 - 528 19788 - 792 <br /> . Length of Bolt to be Size of Post +Yz" (Typical) <br /> WIND LOAD CONVERSION TABLE' WIND CONVERSION <br />For VVind ZoneslRegions other than 120 MPH (Tables SholMl), REGION FACTOR <br />multiply allowable loads and roof areas by the conversion factor, 102 135 <br /> 110 1,15 <br /> 120 1,00 <br /> 140 0,88 <br /> 160 0,72 <br /> Lawrence E. Bennett, P.E. <br /> CIVI.. ENGIEER - DEVaOPMENT CONSU.TANT <br /> P.O. BOX 4388, SOUTH DAYTONA, FL 32121 <br /> TEl.EPHONE (904) 7~-4n4 <br /> FAX (904) 7~-8558 <br /> SEAL <br />@ COPYRIGHT 1998 PAGE <br />NOT TO BE REPRODUCED II WHOlE OR II PART WITHOUT TIE WRITTEN PERMSSION OF LAWRENCE E. BENETT, P.E. 141 <br />