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<br />ATTACHED ALUMINUM COVERS <br /> <br />SCHEDULE OF ALLOWABLE LOADS/MAX ROOF AREA FOR ANCHORS <br /> <br />ANCHORS INTO WOOD FOR OPEF\~ BUILDINGS <br />ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD <br /># ANCHORS 1 2 3 4 <br />Dia. ANCHOR x EMBEDMENT <br />1/4"x 1" 264#/11-SF <br />1/4"x 1-1/2" 3961#/16-SF <br />1/4"x 2-1/2" 6601#/27-SF <br />5/16"x 1" 312#/13-SF <br />5/16"x 1-1/2" 468#/19-SF <br />5/16"x 2-1/2" 780#/32-SF <br />J}/8"x 1" 356#/15-SF <br />7# .. ~ ,~" 5341#/22-SF <br />~ 2-1/2" 890#/37-SF <br /> <br />528#/22-SF <br />792#/33-SF <br />1,320#/55-SF <br />624#/26-SF <br />936#/38-SF <br />1,560#/64-SF <br />712#/30-SF <br />1,068'/44-SF <br />1,780#/74-SF <br /> <br />7921#/33-SF <br />1,1881#/49-SF <br />1,980#/82-SF <br />936#/ 39-SF <br />1 ,404#/ 59-SF <br />2,340#/ 97-SF <br />1 ,068#/ 44-SF <br />1,602#/ 66-SF <br />2,670#/111-SF <br /> <br />1 ,056#/ 44-SF <br />1 ,584#/ 66-SF <br />2,640#/109-SF <br />1 ,248#/ 52-SF <br />1 ,872#/ 78-SF <br />3,120##/130-SF <br />1 ,424##/ 59-SF <br />2,136#/ 89-SF <br />3,560#/148-SF <br /> <br />ANCHORS INTO CONCRETE FOR OPEN BUILDINGS <br />ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD <br /># ANCHORS 1 2 3 4 <br />Dia. ANCHOR x EMBEDMENT <br />1/4"x 1-1/2" 757#/31-SF <br />3/8"x 1-1/2" 1 ,057#/44-SF <br />1/2"x 2-1/4" 1 ,4431#/60-SF <br /> <br />1 ,514#/63-SF 2,271 #/ 95-SF <br />2,114'/88-SF 3,171 #/132-SF <br />2,886#/120-SF 4,329#/180-SF <br /> <br />3,028#/126-SF <br />4,228#/176-SF <br />5,772##/240-SF <br /> <br />THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS <br />ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD <br /># THROUGH BOLTS 1 2 3 <br />Dia. ANCHOR x(LENGTH = POST THICKNESS + 1/2") <br />1/4"x t+1/2" 2,356#/98-SF 4,712#/196-SF 7,068#/294-SF <br />3/8"x, t+ 1/2" 5,300#/221-SF 10,600#/442-SF <br />1/2"x t+ 1/2" 9,426#/393-SF <br /> <br />LAWRENCE E. BENNETT, P,E. <br />CIVIL ENGINEER &: DEVELOPMENT CONSUlTANT <br />P. 0, BOX 4368 SOUTH DAYTONA. Fl 32121 <br />PHONE 1 (904) 767-4774 <br />FAX /I 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1900 <br />NOT ro BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRIITEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />I <br /> <br />3 <br />45 <br /> <br />,.. <br />