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TABLE2A Mutrion Capacity Table f1bdd) Opening Width(forverfically-spwring mCmm)or Opening Irt(IbrhorfzorfttjpsruiM nugow) lit!�i I so in Sob TO i. So In 901n - 100 it wo h vok 1600 Q RwWg.Lv TWllraq, R.a War Tlqitdar,g 1 x 2 x.376 L03ft Lmft Lmme; LoadingLosm'a U-ft L-ft Loading L--dev L-wo L-ft L�eft LA-eim L.*v Lwdim L--%V L-dft 2Muluon Alum Tube z It' w z -i 682 70. wS 1116 6W 169.6 SAO 10MO M2 168.9 517 9Q8 552 168.9 517 751 Pat leas 517 W&9 617 42 ko I7(LQ OW 1170.0 435 1513 60 17MO 05 IM.7 48 to tVZ 507 IXG 418 =4 W7.119-2 9 507 1017 403 MO 5V 1026 M 67A 507 9161 3N 606 607 99.0 ZZ 547 607 We 396 43.4 507 WO 300 38.0 SM DID 296 r4 60.SM to 103.7 4% 114.6 379 85.4 466 IM9 371 T0 455 OMS 354 CA.8 456 Me We 67X 456 81.3 = Sta 458 SQQ 356 432 456 IMO 356_UO 456 MCI = 324 455 Sao M w 54M 85.4 400 n3 Me 71.2 400 JMD SIA _!L TET = 53.4 400 07.3 318 47.5 4D0 84.0 315 42T 400 613 314 356 400 1 61.8 1 313 XS 00 fita 30 28.7 400 61.8 313 cc) CD to cr) .11 00 In 613 37A 69,9 278 51.9 324 M 270 44.6 324 61,2 264 X9 37A 4ag 25D XG 324 43L9 257 21.1 M 42.0 265 2aO 324 40.5 M 22.2 324 40.5 253 19.5 324 4a5 253 c 6313 633 2% 67-4 = A48 294 4" 2AS U4 294 43.0 241 no 294 308 237 2%0 254 31.1 234 X9 294 35,2 232 224 294 33.5 220 192 294 Me 188 294 314 230 z 68 In 46.8 268 49.6 230 Me 260 424 225 334 20 37.5 221 282 208 341 218 2M0 268 MA 215 22.4 255 288 2Y2 10,6 ZS 28.0 210 16.7 Ze 27.7 116 258 27.7 2" z 221 37.9 IN 30.0 1 322 1 101 1 2&7 1 Zai I 28AJ iaa I zxs I ms I no I ies I me I m US 1e2 1 18.0 1 Z!S I 2Z1 t180. %Q 176 11.3 225 19.6 178 121W 20.3 177 12.9 225 1%6 225 226 Uj 0 r 7-8�---;TLe 202 �*-O 177 215 =2 27.2 173 21.9 202 219 170 112 2Q2 21�5 167 AZO 2 CM2 10.1 IM IL3 202 %4 IM 128 2M . ISO 1" 1&9 155 as Z2 Ila 158 z �1M W 19=2 181 IS? 141, t92 1 ias iss ii.a 192 15,2 192 25.1 165 2CL2 IM I 2ZO.1 162 117.7 182 1 < -j ri-.7, 1-n. tM 2D.0 168 23.8 14, -J z 0016 I&S 144 19.0 15.4 144 1&1 128n:? Z 001. I52 17r 15.e ! TABLE 213 ANCHOR CAPACITY ADJUSTMENT FORMULA; I An horCapattv Table AIOIOR 8 O X suftete z7kC-we 32%C�. NO-cwj FftCU FTMW mom (Dp-)X(_ ANCHORCAP.- 0 C-4 w MULLION Amh�Typ.: SM(r El..LATman IWEkolluvam 11"r St. TIV�Bwtlb� Iw Etoatmre- W�Be Bea SAV'Eima 3*4 #12 Sted x Aaw�Catar S--(05) USE THIS FORMULA TO OBTAIN THEANCHOR We.SS Eba AncliorcupPatems Wra-n AgWeCaW UfbW= z 0 --vim-ow�(14 1. 2-V2' -I- 2-IM 3-118' V 2-Vr 1. 2-1jr 2' 3-im T 0.48' 454' U24" CAPACITY REQUIRED".CORRESPONDING TO AN 0 Embedment(I I-we I-V4" I-w1v 1-31r 2b I-1w 1-1/4' 14/4' 14/4' 1-114* 14141 r fare' ACTUAL PRESSURE REQUIREMENT FOR THE Etb 1b OPENING.WHEN IT IS LOWER THAN THE MULLION 2 Q 4.FY Mr.O.O.C.I San Wd.01s.1 CuP V��to390 Rw 3M ft 450 In NO do 1644 RA VOft 220 ft 359 Ibs 740 Rm 374 1W Seem 945f. 3419. 442= Sw . 1 4AnOmm a I.IS`Mte.Q.Q 18tan&,dW0*;cAI Q*(F*-2X 464 the 700 me WA VA WA WA 300 M. ILIA NA WA WA WA wzft 40 It. ItItot. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchoce 49 Y Me.O.C.1(2)M Angle CUP$I(Fig.3): 700 On 70 as 680 b. I=be 1896 0. 540 r. 5W 1b. 111A Too to 748[be 060 M_ 1802 M 6828. 81158a 1120t. MULLION,IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED i;;i@o,45-mkLo.r-iu-ap,into.iwftm.n.q WA NIA WA -A W11 WA WA WA WA MIA WA NIA WA CAPACITY WHICH MAY BE USED TO QUALIFY Ith theFlorida a J. 1 '35 370110 197 ft 473 ft 1701. 221 It. ADDITIONAL ANCHOR OPTIONS FROM THE IN.J-J&Ojp(FIg.5T 105 ft 186 Its I NOA-N., 17-0630.01 2AMh=0 1.16- 310" f WA WA I _WA ?VA ISO Ib3 WA WA MA WA WA 341 fba �m I ANCHOR CAPACITY TABLE M� R PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. Exphotion cuto 05/2612021 NOTE:FOR THE OFFSET CLIP,USE SA:�!�Oo* By ralaffill-11. FIGURE 1: FIGURE 2 TABLE NOTES: 1)SEE$REET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, L_._.�`___-_V-�� ;7*1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION NIETHICO. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE3: 3}MULLJON AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS21.23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Z000. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE -T.37S" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED L Uai -TREATED z N0.58705 CONCRETE BLOCK UNIT(CMU)SHALL FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF.12,7 THICK.STEEL STUDS TO BE MINIMUM GRADE 33 AND.045*THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.37S*MULLION LEAST.125,THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 0 ATE PF Lj A JAWAI' R,P.E. FL P.E.#58'TMW