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i <br /> i <br /> TABLE 2A MuUmn Ca a Table Ibs!itt o f <br /> tnu6tals}orOPentn0 HCI8ht(PoThwI7A-2Y-PaQrim Frig-) t60 n o <br /> Opening Width(for tedh�lly-spanNtg t2D to I40In o <br /> 907r 100 rn RetisOUtar Trpt878a0 w i <br /> win TD in �� F4 Iarvrdar TnprCn41 Rectm+6'dvr TmpRdmg R cedar T tual'a L°�re �'� <br /> 50In ApnmrHvvr Trap'7tiatH. i2ectatpuiar TrWTaan9• AeclazrBtWt Tre1YTHa�. LoadnO taedfn9 LoatlOtg [os®rcB <br /> Re wg" TaDrtria9- Reniareular T lvadlrN Sm drB Loail� Laadtr6 rO ro D �' g $ Z' `Z` y g <br /> 1 x 2 x.376 LoxdbO - [«a>!n9 2 S a .ace 2 <br /> Fla �� ��' �' �9 � �a � �$ � :s �� � '. � 'o u7 <br /> MmUon �. � _ E4 <br /> -pp a xx ggy s� gg gg{1rr a� = G <br /> Is R <br /> t� d E � @ d f 3 26 <br /> p g a i�q t6a.9 5i7 T6.7 fi62 1689 517 613 662 teB.e 617 53.7 882 'rD69 fi17 j U { <br /> 3 d /7LL0 435 25!•3 6Q 170.D K7B 129.7 es2 77a0 506 113.6 662 iBB.S 518 tm8 6'B2 168.8 S17 80.3 862 S ate,. j <br /> 926f 170.0 620 W <br /> 880 268 432 468 80.0 356 37.0 458 80.0 356 324 � m O;5rD W <br /> 48 in l21.8 F� 138.0 41B t01.4 fi07 119.2 d1D 86.9 SBT 1DB7 4D3 TB.H SW 1028 a99 �.� q56 '87.3 36/ 3b 46B 89.0 3W 5U7 6ffJ 53.0 399 43.4 607 99.0 996 38.0 507 B30 � <br /> fi 401.In 10a7 458 3.4 456 00.8 371 741 456 8a6 364 6A.B A66 H46 366 823 374 954 400 61.8 313 3a5 400 61.0 3t3 28.7 4Co 81.8 313 U <br /> 924 466 259 78.6 32t {a6 253 �' Z <br /> . 54N 85.4 400 813 398 n.2 400 a0.8 32B 6Y.0 400 MT 322 594 4m 87.3 3!8 aT.S 400 Fr[0 315 427 40D 420 255 26.0 324 K0.5 25s ?2.2 � Q <br /> 31.8 324 37.5 270 445 324 51.2 26d 38.0 32t d68 1b0 3II.6 324 43H 257 3t.1 37A 324 290 10.0 284 33.4 230 U � S. y <br /> � 50In 823 32/ 66,9 27e � � i U <br /> 2� 38.4 234 43.8 241 310 244 9H8 237 .'•9..8 299 37.1 234 23.9 294 352 T32 Z2.{ 294 33.5 23D 7B2 294 748 2d8 27.7 1519 {/} °� <br /> 0 63 n 53.3 201 67.4 252 -04B 294 492 rw_u � �g 7� zZ <br /> '{ S6 bt 4fl8 286 49.6 230 38D � 424 225 33.4 266 37.5 322 29.2 288 341 21B 25.0 268 3t.6 215 23.4 260 298 2t2 19.6 7bB 2a0 210 16.7 26B 27.7 209 '+u n' <br /> p 225 266 186 20.0 'LZi 21.5 te2 140 2L5 221 180 16.0 Z75 203 ITT 1Z9 22i t38 176 11-3 21S 186 iT6 N Q J� � r <br /> .�$ T•� p 226 W,H 786 3D.D 225 &.2 t87 2S7 725 28.4 teB 22.5 <br /> •328 tTT 255 272 Z73 i73 21.6 202 T3.8 170 1s2 202 214 167 17.0 202 tB.T 1Ki 15.3 202 184 t63 123 202 t&7 16Q t0.9 2Q2 468 153 H.8 21YL 168 1 � Q CV � <br /> '781n 309 202 _ 1- '� <br /> 78 in 28.3 t82 2&8 SBB Ti.,B 132 25.t 165 20.2 tffi 27.0 1fi2 l7.T 792 13T 153 15.T 1B2 !8.! t57 .t4.2 1e2 }de 15S T1.8 t82 46.2 SS2 i4.t 183 144 15D 8.B 192 142 16Q O m t0 <br /> a rfJ h � � t <br /> 90 iD t&5 744 19.H 129 15.4 ta4 t8.! 12H c <br /> Hsm ts2 127 1&8 1t3 ANCHORCAPACHYADJUSTMENTFORMULA: o iii }< Y. s1 <br /> �)X =ANCHORCAP.- O cV cA UT <br /> TABLE2B AnchorCa c Table bs FBp�ay p'T1AU00 616to1 N MULLION�CAP.,,e,.rd,� }C © 0 <br /> S�s�b: 27k �;e 3.6k Cem. v4"s5 Ow 6116'Elw 'U4•ss EtA ¢to st4a qt2 stet•] C12 steel USE TMS FORMULA TO OBTAIN THE'ANCHOR .� <br /> Sete•Etw 3t15•Flca Utizwon iN'E1cn Uttrmm n�65 El Uttannn AvORGatcr Sn1ew{G5}6u A'{G5} ScraM(�} CORRESPONDING TO AN <br /> I ,y,,,n Tjpa: 9i16•ano tAtrum vd'Ernutrxon �ppn D4a' Q.6+• c.az4• CAPACITYREOUtREEt7'CORRE"' FORTHE 0 ram„ a �a� <br /> ( t 2-, t, 21d. Z 3•Ue 2" OPENALP WHEN I E S LOWER THAN <br /> THE MU ' <br /> Ano}iorC6pPatmrns gdg4Qlstanpefink t" 2-U2' �, 2-i12' 3.173' t-� tom' �� OPENING,WHENRISLOWERTHANTHEMUI.LfON U <br /> ExOa�,nnnt tn<k >-�<• 1-Y4° f-37P /Slh^ 2• t•tla• 1-t14• 1'1I6' Tao/m 3T4[bu BBi itxs s4s Drs 341 ars 44z� CAPACITY(FROM THE TABLE)OF THE SELECTED I! ... <br /> 390Irs 3901b0 450 bs Q9D 0s IfiM IDa 2Nmn 2BD Iha 35t tba WA BIQ Wa 9959x 11201av <br /> 2 Ana,aa 4t}4.75•Mtn O.C.! SED <br /> stanmat nrgfisA alp(flu. k wn wA wA sat lQs NtA euA wA wA � i72810s MULLION. YIELD USEDMINIMUMOANCHOR PRODUCTSPI wi�ttvt the Florida.. <br /> 4 mcmr4 t.1B•Mlv-oa/smr-td(aotr�ll aep(FlB.Sk 4sQ Im 7W tnn fi80 tsDo tad SeQwa sm me wA TSD br Tae the eeD ma te92 6= t be NIA 715Im CAPAGUY WHICH MAY USED TO QUALIFY BWbling Code 7.8630.09 <br /> 4A„cupr@t3-nnn O.c.l R} AnssC'tlFip'3k Tat 1[s 7BS Im wA wA wA N+A wA WA NtA wA ADCRIONAC ANCHOR OPTIONS FROM THE NOA-Nv. i__„_„_ <br /> to ibn a7o nn te7 D n st2 ms an u 17o roe 227 im 2BD Ib6 ANCHOR CAPAGTY TABLE <br /> 2A,nto+sgBaSnt zarerraAnto.l2sAaro.tUa<k wA wA wA wA NA 34171a 442It. 6antb5 Explratlonoaio05 /2021 <br /> 1 Ar¢hm/F : (Eta.5Y tB5 ms 193 7M4 225IDa 445 tm 622105 1 WAA Im I. <br /> WA N/A NIA NIA <br /> 2Atwlroa®t.iS NIrt C.Cl l;:i (Fig-e}' 2to t� a50 41a tYA wA wA <br /> NOTE:FOR THE OFFSET GCIP,USE THE SAME ANCHOR PAFIGURE I' TTERN AND ANCHOR VALUES AS THE STANDARD CLIP. h71am>--fad roduet Comm <br /> •_ FIGURE 2: TABLE NOTES: <br /> ` O � 1)SEE SHEET 1 FOR INSTRUCnONS ON USING THE TABLES AND SHEET 25 FOR IN FORMATtON ay LDAD <br /> 1.000 <br /> SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. <br /> "- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. � j117 11 11 i r 11 <br /> FiGL1RE g. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE FOR FJUICT DIMENSIONS,SEE H E SHEETS <br /> 21-23, <br /> 2.10 <br /> HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. <br /> �+ FIGURES SNOW SUGGESTED,APPROXIMATE HOLE LOCATIONS- <br /> FIGURES 375" No.587D5 *�, <br /> A}.}C T 8E USED W PAIRS. 4)SUBSTRATES: <br /> H OCK UNIT CMU)SHALL CONFORM TO OCASTMSG-_D.IWOO SNHALL E PRESSURE-TREATED <br /> GROUT-FILLED <br /> D L <br /> CONCRETE 1"XYX.375"MUWON 'O' _•�� <br /> FIGURE 6: YELLOW SGttTHE4N PINE WITH AN SG OF O.bS.ALUMINUM SHALL BE 8 GAUGE). <br /> R ATURAL1M E TO ,,.�Q� r �: <br /> FIGURE 4: flGURE S; THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND.U45"TH1CK(18OAUGEj.STRUCTURAL STEEL TO BEAT ' <br /> LEAST. THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT OLEAST S CREW THREADS BEYOND 'r�S•..F(ORIDF.` '�ti=� <br /> THE MATERIAL#<.O S if12 ANCHORS INTO WOOD MAY BE STEEL. <br /> • r � <br /> A Ltil III1U7EFyP.E. <br /> 141 P.E.J1587D5 <br />