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PRODUCT REVISED 5/tG El 1/4'66 Elso 5Ii8'9c^ 114'SSElea 008kC1 B726te01 P12 Sieei y ArcMrrypa 3/t�EuoU7tncan tra•L7c•ummm Uti-El 3/16'Ell..0lboaan t7a'Eka.tntracOtl A90,a�'�' Ulrmsor, gy(p«K'wkr 8uew(Os)SamN I05) snow(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR guifd'm ply�gow,th the Florida pt5ct,orCBp Patternn NOA-No. 0 17-[363U.U1 ACTUAL PRESSURE REOUIREMEI�FOR THE FA0a On1ame0^F 1• 2•iTt' 1• 2•t/r 3•us• t• I 2•in• i' 2-iR' 2'- 3.1/8 r P.aB'� Q54• P.32+' CAPACITY REQU7RQl°CARRESPONDi7JG ��Goo D;ato 6512S12Q29 Em6Mmmt(mc taro• 231!• 7a7s°. ...fair r t-1/c 1.114' 1•N4' 1-tw• t<7a^ 1-'.f4• r fa/8' taro' Ica OPENING,WHEN TT IS LOWERTHAN THE MULLION 2Aroha,s�A.7S Mitt 0.Q/Standarc7 ar(.Y+*+ot CLIP W0.1&2J 3901h 1936s 951t B90 m4 iB49 ms 210Iba 2'A itu I 35d ita 740(W 3'1411ti �4iba 9a&ras 3711bs 4aR ibs SW hs -.----z 4An:bC1s�4.66'6ih D.C.lSm»n7 tCt DltieU cup N.3T T�Oi TLA b' `�� 17801bs 3232Ihs 5/0 my 56n IEs 708It. 148C ms 7461bs 1272 ms iB921� M2 ms 6851ts tix017h CAPACITY IT WILL THETA MINLE)IMUMAOF THE ANCHOR e Anuham>b t.Jt'Mh.O.c/9nanaara(c,OBwq C7ro(Fin.41 1f 84Ihs 74001hs 1010I41 259511 WA WA 040lbs I NIA W.th1 WA WA WA T353 ma iJ7D 76s 224D Po% CAPACITY IT WILL YIELD A MINIMUM ANCHOR By 7 aArnnas E$3'2d720.Gi1212t5 An9la COP87(f19.5} T801>s 7W V,a 563 bs 15M 1be 1306.'b.+ 6101bs 5841bs WA 7641b9 J401bs 8801Da 18921� BB21bs &051� 1120IPu CAPAGTY WHICH MAY BEUSED TO QUALIFY Miami- adeP duct Control BAnchaa 3•tAn,OD.I(212cS An41e CFpO/(RD.6} 7560161 1560Iha 1361i mt I-A 37 w1t 1383 tbs tTla Dfo 22!O ma ANCHO CA ANCHOR OPTIONS FROM THE D WA L WA fUA WA WA WA WA WA WR WA WA WA 143416s )...-2OGG'--a12At9'Min O.C.1(212t5 Atgk Cops/FkI.7), 16601bo 70111hs 14<01W WA NA 73xD IW i WA 150C Ibc WA WA WA 200.51bsN143ANCHOR CAPACITY TABL4Amtaes 1.35MD 0. /U-CI7p,into J2 ANm.0-7P. Y WA N:A 2Mt 4AIM2A 0.66'Mm O,C./U.CIip,Inlo.125'Hum.FIO.B) bUA WA 7llA WA WA WA WA WA WA WA WA2Atichoo 468°M1bn.O,CJFCxHtRH.t6T 393 bs t610 bs270 Uts 2A07bs 3541t. 74D; BaNWA tV' ii� ta .256' 4 Am-a1.71'PIn.O.CJ Ran(FID-11 593700ins 5051b4 N/A WA 470 Its WA IN FOR THE OFFSET CLIP,USE THE SAUE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE I: FIGURE 2: FIGURE 3: FIGUAE4: FIGURES: FIGURES:FiGURE10: FIGURESI: 1}SEE SHE ET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON At5 JJ7 • • • • o o ` LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. NY LYNIV • • ` I" 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPFNING WIDTHS IS ALLOWABLE. 6,�0„ `��,�a.'•LtCERts�a: �� r • • No5i3705 3)ML LION AND MULLION CLIPS SHOWN ARE NOT SCALE FAR EXACTDIMENSIONS,RESTRICTIONS SEE SHEETS . _ • • • • • • r •• ! • 21-23. HOLES TO BE DRILLED IN THE FIEIA FOLLAWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 7- SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -(y FIGURE&: GROUT-FILLED ��:••/(/�•�° MURE 5: ANGLET • • CUP A SUBSTRATES•CONCRETE SHALL CONFORM TO ACI 307 SPECIFiCA7IONS.HOLLOW AND �Q 5 ATE•F ` ` ' • • • (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '•.F(ORtDP•.-•• � _ • • * • • S YELLOW SOUTHERN PINE WITH AN MUT 0E SG OF t7.55.ALUMINUM SHALL BE 506"i.-T5 AND BE A MINIMUM OF-125" ... • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04`'THICK(18 GAUGE).STRUCTURAL STEEL-TO q( •�C`� USED IN 2•X o"X.25 A.1G7b4 M 4E1f',P.E. • • • • • • • PAIRS BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 &OR MULLION FL P.F...#58705 THREADS BEYOND THE MATERIAL.410&#12 ANCHORS INTO Vt000 MAY BE STEEL,10-&SS.OR 41C S.S.