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TABLE to �r n bluNonCa a Telrte IbsNt Opening Wid91(brverficalt airing mUbm)or Opening HDfght(forllorW31aly-sparrft DAD11S) �o 501n so In 701, Bob 90 in login 120h 140 in hard R.ftVua 113p11flang. Recs3n$msr Tt3p+Tdmlg. ftootmtgdu Tmvfntmr3. -gar ilnalTxana RoMaegL4ar Ttxp171ux,1. ReomOglDa Trap'i0ang• FS>:1aa6'p:L7r Tiap7lrfald. Reeao$utar Trwrnmg. Rmbngllnr 3rg+t7tiafg. ,t„' 1 X 2 at.12S .L..d a Loading imdta Loam Loadng Loed.9 Loaa g Loadng Londe L-11-s Laadn$ Lmdn$ Lcad a Loading Loadng Lma g Ln84n8 Loadn9 0 AtumTnbe r r n r ,� a r �' @ a L' £ r n r 1 ,' E E P r a r �• n w htulion a 'o.. a a.. .. '. ., s � g s s a � � �g a� }�aqgg agG �p 3g$$gp4god NC} W 42M 111.9 405 129.5!1- 932 4a8 1155 325 79.9 4M 107.8 =1 Mt 408 3044 3t9 69.f 408 104.0 319 55.9 403 10.0 3-.9 46.6 408 iC4A 319 39.9 403 1C4.0 3I0 310 400 ME) 30 pj O � tU J (Ia 481n 74.9 V2 618 62d 312 73.4 252 53,5 312 57.0 248 4&0 312 632 249 AIA 3t2 6113 2" 37A 312 61,D 744 312 312 61-D 244 2&8 312 61.0 244 214 312 0.0 2M 18 50,8?5M 638 281 70.6 W2 I01 61$ 228 4&6 781 SS.7 224 #2el ?22 315 2Dt :A.i 22D 31.9 281 Sas 219 26.0 281 49.3 219 22e 201 49.3 219 2C.0 281 443 219 CS oStM 326 24T 5T.5 43.9 2S7 {8.8 2D2 379 7A7 u.8 f99 Y99 29.2 24? 33.5 194 2D3 247 3&{ 193 21R 247 3&' 10a 1ae 247 30.t 101 164 247 36.1 1$3 g (p O Cn60h 38.4 20D 412 3ZD 20D 35.4 SW 27A 200 31,5 16-3 76D 21.3 Me 27.1 159 192 203 25.9 157 1&0 20D Zia Ise F631n 33.1 181 35.3 27.6 181 30.3 152 217 fed ms 149 146 18.4 lei 22A I" fee lei 21.7 143j7,6M 280 165 30b 2d0 /64 2&1 139 20.6 f66 23.Y 136 134 ZV 0, 222 139 23.3 t&6 139 19.9- 118- 15B 139 Its fifi � � � LU 78 n 1&9 125 79,7 ti7 123 16.8 ta7 JD. 6ra J78M 17.5 119 182 24 TABLEIB ANCHOR CAPACITY ADJUSTt1IENTFORMULA., t9 � S` Z n AS3 Anchor Ca al Table bs aIao ANCHOR CAP.,,,,, coC to f fiat8rete: 2.1k oalafd¢ 3.5k0. H.A-CMU FgrA CNU PTWbW Mcof (Op-)X( )'ANCHORCAP_ MULLION CAP.,,�,,,,� CJ16'E7co /r{•ss E1en dt6^Ocu rK^ss Oco tics x12 etccl 612 Sled W AmtaaTyrm V',6'BM18t- 7I4•E'sp flltram 3fiv Eto UOrxan 714'E1ceUtrocm rt X 1� AncherCllp FatSem9 Uoacan Aac cnzar 02rarn A00r m Sa1CK{{i5}scmw i� suety(ra} USE THIS FORMULA TO OBTAIN THE'ANCHOR 0 0= 04 (0 0 EdV Dt U=tt C 7 f• z-tlr 1' 2-1rr 2vr 1• M12- r 2-12^ z s1/r r aas _ a5r I)Mr CAPACITY REQUIRED"CORRESPONDING 70 AN 1- v X Q � �} Ernbedme+d(i5} 1,Wr -I-W' tale• la/P z 1-tr{' b1la• 1-114' t•ua• 1-/I4' 1�114 r tads' 'h'49' 1coMs ACTUAL PRESSURE REQUIREMENT FORTHE 2 An0noo 1T ms--m-I&O.G.I§b i nd ar nesei up(F19.1): 30D ft 39D inn 460 0q 890 C 1644 be V0� 2601nn 3541na 74o lba 374 lot 6641be m to $41 as 4421G 5801bs OPENING,WHEN IT IS LOWER THAN THE MULLION QQ• .- 'z .rA (a(J 4An4exngl.frea�n.o.Cts2lnaazd{orDrsdlcep7F-e.?}: 49oinn 70oaw WA WA WA WA mr. WA WA WA WA IUA 692f1a $asu if2ao» CAPACITY(FROM THE TABLE)OF THE SELECTED a €�'m IAn:iclr p}a•88n D.C.r I2)2ASAngle Cops f(F;o.R 78Dft 78D ffm 588 M5 15Wm IMInc slaw 5601bs WA 76o ins 748bn An f� i8r26n 6s26a 095$s Me lDs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anob0. 0.45'Ma.p.G I U-tllp,mm.125'Alan.lF-R•ak WA WA N!A WA WA WA WA WA WA Wa WA WA NIA WA 715 bs CAPACITY WHICH MAY BE USED TO QUALIFY O a 1 Anchor!Ft:6p{Fla.fip +SS @s 1951b9 225 bo 445103 473 U. 170It 221 IEs 26a t1n ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2A11cho1a i47.1Y AIM.O.Clfi2l(Fb.d7 ?401As ]:Albs WA WA WA WA 1901ba WA N/A WA WA IUA 3411m A42 Wa 599 ns ANCHOR CAPACITY TABLE ars complying with the Florida NOTE:FOR THEOFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. NOA-agNo.-- e CA- 17-0630.41 Expiratian Date 05/26/2021 MI ma t'�-D ~Preduot Centro} �F�FIIIGGGUUURR---E 1: ^^^-------��{ FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHF.FT 9.5 FOR INFORMATION ON LOADING, 2-4 SEE SHEETS 2- FOR GENERAL INSTALLATION METHODS. -.j 1•00D• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3• 3)MULLtCN AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. » HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,tu1D' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)3UBSTHATES;CONCRETE SHALL CONFORM 7p AC13U7 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125' �•Ll'Nat/� �� ,`';.,. CONCRETE BLOCK UNIT(CMU)SHALL.CONFORM TOASTM 0.90.WOOD SHALL BE PRESSURE-TREATEDytCENgE"• FIGURE 4: FIGURE 5: FIGURE 6, YELLOW SOUTHERN PINE VVTTH AN SG OF 0.55.ALUMINUM SHALL SE 6063-TSAND SEA MINIMUM OF.125' � No.587D5 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL"IO SE AT 1•X 2•X,125-MULUON +5*7• LEAST THICK AND A36.ALL ANCHORS INTO METAL SHALL TEE EXTEND 17 LEAST 3SatEW THREADS BEYOND :�e _: *�• O O S THE MATETERIAL.lf10&7t12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. i�s.•.�ORIDP,.•''•� s A �C, A.LYfa<ftdMllllpE�,P.E. FL P.E3?54705