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TABLE aA o �
<br /> vtutiionCaa101TyTabiof36sfii2 c
<br /> OponingWidth(fcrveR(ca 9pamirgtlw!Rona)orOponinQtloifiht{fa^7v7120/tdtF}3P2t1t1lnam0@iOCb) �+y
<br /> soN BOM 701n 1 N so It 120 in 14011 ISO f0
<br /> 1%2.753( ltrchnputat Tiep fdnn9• R<Csriew. 'TnpfManO, P.OeWnpldu Tm9176o0g, Rce mol ' TmNTttylg, Ro4mntPtu T Oriit,mp. RopmrDWsr Tmptt'don0. RncpnOWOr yteprti4mH. mctmodur TmMdm& ttmtencfu 7n•?Itdme. ✓"kti m
<br /> -IxZ7SxCoAhim Lo dlrcf Lcft LvrAiD 1=1-00 L-rov Lmda8 Laodno L"'ofv LOndNO Lmcft Locdng L.6v 'aad'¢r4 tn4 AnD WaeinO Laadne taadt6t LoecTnp
<br /> Uj
<br /> 2• " b 2' b �" b i b b 2 Z 2: 2� S Z~ _2t- 2, 1 2• D zr W
<br /> Tube `a ',., a 3u,-, .. �,,, a �.. 3 7;.. & *^ r r .?•
<br /> Mdn7en �' G �;a a �.x ¢� a 4 a.� $ G & a•G w a a3�^( {'� yj'o x� a U
<br /> V V U p <> t3 b C [)Y t;4 U J,
<br /> U D w V V V 9 V V� Gl V V U V LPoi V O tf tt f7_ V q p �y q
<br /> s ��y�y � E£ €£ yea h s g ,i� N "I �� x s� 1� � 1� �r� � a� s �� s�
<br /> g az H C5s ,`-_= d`e°t ti ;3o e1`'a z! `.e>s z � � a g K '�. ..$ Ica 'v -9 i" n , "�' £ Q rn mk
<br /> a H i a a� V a s 4� } o w
<br /> 42N 170.0 61A! 170,E 43S 170,0 744 t70A 478 170.0 860 179.0 5D5 l7R0 993 170.0 519 170,0 171d 170A =1 170,0 f240 110,0 524 f70.D 14t'A 170.0 Stt 1697 {e26 170.0 521 138.e 1620 170.0 521
<br /> 5
<br /> N
<br /> 48N 170,0 T04 170.0 52d 170A P30 1T0.0 54i 570.0 982 y70A 630 110.0 5533 y70.0 681 170.0 12'76 770R BTf 170.0 1417 170.0 000 T417 1417 770.0 6E0 1215 1417 170.0 690 10d.3 1477 470.0 880
<br /> 50.8251n t70.0 747 170,0 ma 110.0 *83 170.0 631 ME 1048 l70.0 634 170.0 175S VOW 723 1s7•e 128E 170.0 747 10W 1286 170.0 750 MLD 123E 1Y0.0 758 104.5 U&C 170,0 716 91.4 129E 170.0 756 � W o�
<br /> 54In 170.0 701 170.0 $12 17MO 951 170.0 Eat 170p 1110 170.0 754 150.T 1130 17ea 8m 133.E 1t56 170.0 837 120,9 I= 17C.0 ME 10AS 11.39 170.0 Est W.1 1130 170.0 861 7&3 1130 170.4 061 a Ul o tlJ
<br /> M
<br /> 60K 170.0 885 170A 701 1465 9t5 182,3 784 l25A o15 144,3 746 1C8.s 81S f1.3 739 97.6 s15 1yi,9 728 87,9 94S if0,5 MO 732 87b 114,4 715 Bye 015 114A 71$ 6&5'915 i14.4 715 7�-
<br /> "In 151,8 83(1 161.4 710 125,5 E40 I= W4 108.5 030 1232 $01 94.0 B30 112.2 679 U,4 nO 104.E 662 75,E = SPA 6% 6i3 830 94.5 049 54.2 B30 041 64S 47,4 830 41.1 60 U g'
<br /> m 96N tZ-17 767 140.0 OSD ff0.0 Y47 119.E 03a D43 757 106.0 tw1 6.".5 7S7 MI 9U 73.4 7S7 69.1 BOB 56.0 747 842 SM SSA 767 7sa 583 412 75T 782 591 41.3 757 742 %1 G Z t!! o _
<br /> CL
<br /> 72(n 101.7 835 1080 552 t419 838 91.o 544 72.7 630 sm. 530 wo 63S 712 521 50.s 6W WS I$f4 sms 638 BL3 508 *A ME 57.2 Sot 362 M. SM- 497 3t.8 4W 552 427 � _ .�co,i �
<br /> y 70In 8e.5 577 00.4 498 72.1 S71 70,E 42 8t,a 571 07.4 479 ski 57/ 00.0 471 43.0 671 $5S 454 43.2 $71 ME 459 36,0 5" 47.0• 451 30,E 571 44,E 447 27.0 671 44.6 446 ^S n L -
<br /> 78 N 80.0 542 83.4 474 70.E 4£6 57,1 SL 82.1 459 60.0 542 55.7 449 44.4 542 51.0 442 49.0- 542 147.6 1 437 33.3 54Z 42,E 429 28.E 642 40.6 425 25.0 MZ 40.1 423
<br /> 6 in 527 407 53.7 381 42.4 40T 45,4 355 }T2 407 39.0 349 3y5 407 35.3 3da 28.4 427 3yi 338 26.0 407 28.E 334 21,7 407 26.1 327 18.8 407 24.1 322 11i,3 407 23.0 310 .o: 0 Z ro �
<br /> 9513 420 44.1 320 33,E 358 372 314 30.7 32.4 109 28.E 3S8 Z&s SCt 218 356 26.1 300 2L5 350 24,9 296 17.E 358 21.0 2m 16.3 358 702 284 0. � X j 60 O
<br /> TO6N 20.1 263 30.E 255 25.7 283 uo 251 2t.5 233 22.5 2dt 18,s 2" 102 1 244 16.7 283 1810 240 1%1 2S7 16.5 237 W.,n
<br /> 11SN Z7.8 267 28,3 242 217 Z61' 23.E 238 1s.0 287 29,E 238 17.1 267 ix.3 231 16.4 2V 16,5 223 TL' N V
<br /> 1200 2211 22E 73.3 f570 1C3 929 15.E 206 1E.7 1=9 162 202
<br /> G
<br /> U 4 0'
<br /> TA8L848 MOhar Ca act TSbtO ha co
<br /> ANCHOR CAPACITYADJUSTMENT FORMULA* a � �0. U3`r'�
<br /> Su§btmm: 2Jk 0on<mm awkeanc, avnlu ANCHOR CAP.,,,,,,e,,, -''y5 LL'Z�
<br /> RtlOdcdu PTWOod Ww {DP,)Y.� ,=ANCHORCAP.., c� " A ��g.o
<br /> AM?,.Ty%W 3116•ERO IHtao0 IW EloUb4ea1 St78"Ek0 :liB'Efae Ue. 174'Eleo lMimt-„a if4'E3EL-051f6-E1.0 t/4^SS FJeo 310 (- 8125tce1 912Steel Oat7LL10N
<br /> AnchorCOPPattdtns tAaoSn ADCMS1etV uAmcoN AoOmOotor SeersiGS)S<mwta}) s<mtv(Gs) USE THIS FORMULA T0 OBTAIN THE ANCHOR PRODUCT RF-VISED
<br /> Ed02 t53wm(m. 1' Z•t2' 1 1^ 1 2.112' 2-111 1" 2•v I 1' I24¢' 2• 3.12" Z^ 0,45' 0.54- -Ea-m CAPACITY REQUIRED'CORRESPONDWGTOAN as c IWVIYINO with the Florida
<br /> EmbEdmem.(10 Sdir I-wr I 1a14' 144 T 1`11• 1-u4• W/4 1-Im, 1-1/4^ 1.1/4' 1.310' izw wr.<a ACTUAL PRESSURE REQUIREMENT FOR THE Building code
<br /> 2 Anbw,ap4.76•nnnocrsWlwb,a4ro4f<c aytPla.lk 39o9i4 mi. 450 N4 Sso fSt 1e4 m 270100 2441W 3541b'a 74 Mfa 274M Q41bt 54eme 341r 442Ibe boo roa OPENWG,WHEN IT IS LOWER THAN THE MULLION NOA-No. 170630101
<br /> 4A0tAon@1,46'l'AIn.O,C.i50mdeo(af09«t)GlptFlo.2Y 48D Ba 1o081s NA WA WA NfA 380 i0s WA WA WA tuA A 0x2We ea5 bx 11201bs CAPACITY(FROM THE TABLEI OF THE SELECTED molrntion Dofm OS126/2021
<br /> 4 Anetwt4@8"N4r,.C.0 it22e0AnDUGiDsf{FYp.3} 7FAibs 780^a2 Sep It. 1550(b0 2868Ilx 510 W4 bR01b ,�'W 700 th1 748 tM 8201bt itl9M. 4E2ms Rash 71M MULLION.IT WILLYIELD A MINIMUM ANCHOR
<br /> 2AOeaola at UT Mot 04,104;4y,NW aW Akm(fl0.A): WA WfA NIA WA NA N/A NIA WA N/A WA WA N/A WA 773 Rm CAPACITY WHICH MAYBE USED TO QUAL)r-Y BY
<br /> i ArwhorlFLvpti•0.U 195I55 105fm 2252,a 4450n 9t,bo 155 Ou 140 tba 1771Cn 1 470 ma 1871b. 332160 4m1b4 110.1. 2219. 200105 AODtTiONALANCHOROFTiCNt1R SCM7HE Il,.-- a roan Centres
<br /> • 2AnchMQl.U1hM0,C:FCt10(flO,OF 240 fba 3500m WA t N/a Na WA MotbR Wa WA WA WA WA 30 foc 4<2Ws SODWs ANCHOR CAPACITY TABLE.
<br /> NOTE!FOR THE OFFSET CLIP,USSTHr SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE$TAN13,4R0 CUP, czJ CIRCLED VALUES ARE USED IN THE"MCAMPLS ON SHE'ET24,
<br /> FiGURSI: r FiGURE2: TABLE NCTES:
<br /> 1)SEE SHEVET I FOR INSTRUCTIONS ON USING THE 1 ,
<br /> SEE SHEETS 2-4 FOR GENERAL N METHODS.
<br /> INSTALLATION METHOD SAND SHEF1'?S FOR INFORMATION ON LOADING. .� I�
<br /> .2)LINFAR iNTERFOLATION BETWEEN MULL LENGTHSANDIOROPENiNG WIDTHS iSALLOWASLE. 11171t i(i/f
<br /> � 1pN N
<br /> FfcuREa N
<br /> 3)MULLONANDMULLIONCLIPSSHOWNARENOT70SCALE.FOREXACTDfMENS1ON5,SEESHnEM2,1^23. 2,7SD" �'' 'C';'ytGENs•'�ff
<br /> HOLES TO BEOPALLEDNTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSSEETS21-23, If
<br /> FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, I ANGLE CLIP MUST RE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ,.
<br /> CONCRi^t'E BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRFSSURE-"fREATED 0' 'fl
<br /> FIGURE 4: FIGURE 5: FIGURE b` YELLOW SOUTHERN PINE AN SG OF Oa'S.ALUMINUM SHALf,B860&'.'TS AND BEAMWtMUM QF-125 -'i' � t g '-` ,{..
<br /> THICK STE6LSTUOSTO SEA MINIMUM GRADE23AND,045 THICK(IS GAUGE}.STRUCTURAL STEELTOBEAT Ate"''
<br /> VI > ) LEAST.125`THICKANDA38.ALLANCHORS INTO METALSHALL EXTEND ATLEAST3 SCstEWTHREADS BEYOND t'X275'X,650'LiULtSON %� I;OR10P,:'C�"•
<br /> THE MATERIAL^#10 ANCHORS INTO WOOD MAY BESTEEL,18-8 S.S.OR410 S.S.
<br /> '�.;�NAi.fE�;•�•
<br /> A LY{�Ni 4v7ILLER,P.E.
<br /> FL P.E•#68705
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