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<br />SCREEHEb ENCLOSURES: SCREEM J VINYL AND 90Ltb CO"Eh <br /> <br />SCHEDULE OF ALLOWABLE LOADS/MAX ROOF AREA FOR ANCHORS <br />ANCHORS INTO WOOD FOR OPEN BUILDINGS <br /> <br />ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD <br />1# ANCHORS 1 2 3 <br /> <br />Dia. ANCHOR x EMBEDMENT <br />1/4"x 1" <br />1/4"x 1-1/2" <br />1I4"x 2-1/2" <br />5/16"x 1" <br />5/16"x 1-1/2" <br />d(1[:~_~ <br />3/8"x 1" <br />3/8"x 1-1/2" <br />3/8"x 2-1/2" <br /> <br />264#/11-SF <br />396#/16-SF <br />660#/27 -SF <br />312#/13-SF <br />468#/19-SF <br />780#/32-SF <br />356#/15-SF <br />534 #/22-SF <br />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#174-SF <br /> <br />792#/33-SF <br />. 1,188#/49-SF <br />1,980#/82-SF <br />936#1 39-SF <br />1,404#1 59-SF <br />2,340#/ 97-SF <br />1,068111 44-SF <br />1,602#1 66-SF <br />2,67011/111-SF <br /> <br />ANCHORS INTO CONCRETE FOR OPEN BUILDINGS <br /> <br />ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD <br />1# ANCHoRS 1 2 3 <br /> <br />Dla. ANCHOR x EMBEDMENT <br />1/4"x 1-1/2" <br />3/8"x 1-1/2" <br />1/2"x 2-114" <br /> <br />757#/31-SF 1,51411163-SF 2,2711#1 95-SF <br />1,057#/44-SF 2,114#/88-SF 3,171 #/132-SF <br />1,443#/60-SF 2,886#/120-SF '4,32911/180-SF <br /> <br />THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS <br />ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LoAD <br /> <br />1# THROUGH BOLTS 1 <br /> <br />018. ANCHOR x(LENGTH = POST THICKt-IESS + 112") <br />1I4"x 1+ 112" 2,356#/ 98-SF <br />3/8"x t+1I2" 5,300#/221-SF <br />1/2"x t+ 1/2" 9,426#/393-SF <br /> <br />2 <br /> <br />4 <br /> <br />1,05611/ 44-SF <br />1,584#1 66-SF <br />2,64011/109-SF <br />1,248111 52-SF <br />1,87211/ 78-SF <br />3,120#/130-SF <br />1,424111 59-SF <br />2,136#1 89-SF <br />3,56011/148-SF <br /> <br />4 <br /> <br />3,028#/126-SF <br />4,22811/176-SF <br />5,772#/240-SF <br /> <br />3 <br /> <br />4,712#/196-SF 7.068#/294-SF <br />10,600#/442-SF <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER & DEVELOPMENT CONSUITANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX /I 1 (904) 767.6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN Fr\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />. <br /> <br />2 <br /> <br />,.. <br /> <br />28 <br />