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tie <br /> S <br /> on Capaclty Table <br /> TABLE SA d a <br /> Mulli <br /> L s emirg mdiiore) o <br /> :)panino Ndth(frtERtnDy-sP ngrnL9lpas)orOPeningHoiBh<(forl�lf20 F 129n i'ioin ISO � N <br /> Sohn eon 100�n 7U9JTdanO. <br /> eaH 70 in � TtnWlltang. ncsTfll�ar 7eaQ1'Tr 9• Reefa�8'M1r TnlNkia+6 Ro'�ntRdar I.�wne oi' n <br /> Sbn ef-' imam LoaawD Loaflr10 LoeRna LaaS19 <br /> 2eetru+B+te+ TrapTdag- f2eeMBwa 7tnAT7afiD. Relu rmPJTdnnO. imdn9� Tiva8n9 1 tic Ten3. 2eciaa 0 Laa9nD ����•••• <br /> Lna408 Lca308 tmEa9 L° 2 y, i 2: _ .ga _ 2 ., u u N <br /> 1'13.72b" LoaaaD . $ U <br /> $ <br /> Lnaaf9 <br /> .500"ANm a „tr r .F L _• ' a .. 'a^ ..8 g �a E �. ��. �` � na o � o to g <br /> a.- S Sg• ffi ' S �. $ $' o U_ o� p,,,, ii� $ f7a �� �� s .9 ae ff� r3 i�3 '� a ,fig ZAE� O w n <br /> fi& � I �>� sX e � m a'di€ a <br /> aa� s' d¢ x dr u m <br /> 9� �� �$ d s'� �� � �� � �� ��• �� aB,9 tz4a it9.D 5r no.D 14Ba rro.D gz1 179.a 1xs 179D 52t t54.4 18aD nag 52t W cl) <br /> � f76.0 47B 1T0.0 Yfi8 fTQO i0B 170.0 a82 S70.D 5f9 17Q0 71t5 170.0 Sz1 l571 iT9.6 GE9 v7 ['L" T <br /> 42 n 170.0 E2D II0.9 409 170.0 744 17aD 1817 1Rf.D s6o 157.7 1577 170.0 680 135.t t'S7T 170.9 BSD StOa cG o 1-^ <br /> 48 n 170.0 To3 "D-C 524 170.0 EEO 770.0 5Ea 170A SB2 170.D 83D ]T0.0 tt33 170A 6eM1 170.0 1T+5 t70A BT7 <br /> �U- W <br /> 50.62E In 170.0 147 17a.0 62 1700 9'3+ 17oD 6t 170D tt 8 !MD 734 t70A ]II5 }7[t0 801 1E41 140t t70A B]7 N9,9 7401 770A B58 124•e f401 t70b 881 7080 1401 170A Bet 03.4 4461 1 OD 66t � � Sp <br /> --64n 17a0 70T 1 U7 <br /> BOn 170.0 895 170.0 761 }TD.O S�3 ti9.0 707 SSES ttSB ]70.0 878 t38.7 N5H 167.9 B28 123.3 1156 15B.5 817 111.o i15B t46.7 a10 925 i1Ee 1445 B03 78.3 tt56 1445 803 8P,4 M58 tO <br /> W n 170.0 B30 1T0.p 745 iSs.E iOGB 17aD Bm 13TD t0i9 t555 889 110.8 1049 Nt.7 B4B 106.3 10<9 t320 896 958 1048 129.5 828 Tge 1D4B 118.1 820 ec.5 10f9 1t09 OtB 59A t04B S/B,9 iN9 wIL <br /> xy� <br /> � 602 45.9 Ea3 69.8 E28 Oat BD3 Bs.7 Et7 � � �� Qz <br /> Tn 881n lBB.E 4:5 17D0 789 f39A -8E5 i5}.1 SS4 ]tH.: H55 115.7 T88 104a B53 121.4 775 92.8 665 1f28 785 83,4 955 1PGA 7S7 695 9S5 Ba.b 74D 69.8 BS5 BB.T 748 32I 655 g0.7 74B ' Q � T � <br /> e ESA STa 49.5 721 59.4 589 39.A T21 3B.H 584 34.t 711 58.t ti83 <br /> S 721n 128A 801 194.0 Biz 107,0 $03 ti4.9 882 91.a Bat tOS.t 870 8a1 803 Ofa 6S9 T1.4 Eat B3.H a19 Boa E03 79.6 642 375 it03 � � <br /> 4 N m <br /> 9 7sn tDa.2 721 }ia.t 6G9 8t.0 TZt 97.9 etfl 7dO T21 95.1 6'05 BB3 721 78.5 595 60.7 721 7a.t 568 54.B 721 O 7 z 00 cc <br /> S Dodo <br /> 78;n iDtA � SOSM1 45B 54.8 94 57S 448 4� 514 50.0 440 4�1.1 64 44.B 431 38.5 � 10.5 421 3�24 s56 3T3 1! 27A fiti 33A 42 235 5�t4 324 498 2a8 � 29.0 4a1 <br /> CV <br /> 00» BS.B 5, lLI r <br /> 86 to 54a 4°3 ss.7 434 dig /52 47.0 am 38,7 452 40.9 390 339 452 38.1 3E4 30.1 452 32.0 370 27,t 452 3D.3 373 22B 452 28D 385 i9A 452 ?Aa 359 1&8 452 22.8 3 u ?C 4}1SZ181O nnh 37S7..ft S27889 $te a S20881 D.5 . 338 Zi8 2238 17,5 338 GD 284 44.5 33E t8.0 12S 37E 19b 11.0 i38 13.B 250 <br /> cPO 7 <br /> 28298 On <br /> 28.2 3 30.1 301 a N0 <br /> rat Z6s 2 <br /> ANCHOR CAPACITY ADJUSTMENT FORMULA: o <br /> _ ANCHOR RCAP. -N=ANCHORCAP.- <br /> TABLE5B Aneh*rCa a TObteglsl No]wa+u pNeOCT]U P7vram Mew CDP,)X{MULLION CAP..® <br /> suD�v�e 2-7cccrc 3stCax, va"ssFxn 9t6 9ca v4 s raw xwstem 4t25fo0 m2s1«i PRODUCT REVISED <br /> arfe prA Sc>"u(r�Y guar LcSY goer ic5l USE THIS FORMULA TO OBTAIN'THE'ANCHOR as comp%j'nj with the Florida <br /> Arxtla7ypa Sn6.ewul-on iW^EknUOf an UBecon SR6'Elm Url=m V4•Fl,EouNacon_ ABycGarzr u0raeen A¢$rc odor - CAPACITY REQUIRED'OGRRESPONDINGTO AN Building Coda <br /> ,. _.0z• r.� .-atx 2' 3arB• 2 D49• 0�' ACTUAL PRESSUREREQWREMENTFORTHE HOA-No. _1?-0630.0"I <br /> An.harCUPPAttem0 2.1YP ss/s` toe' i7'es WHEN it IS LOWER THEMUWON -- <br /> EgOepisi9tcepnY t" 2-trz' t' OPENING, <br /> t 3/Y fy4. 19I4- 1+'/d' 2' 1•Vd !-V4' 1-1/4' 1-t!4` ]-1/4" 1a/4- > -rattoa Data 05126l2021 <br /> E3fit' `� 457 IDS EDO oa i6Yf Ws yoDn 29ofm �'hd 10S 7tuA �`tjfAr wA� aw 66z ors 0-- 112t Itn CAPACITY(FROM THE TABLE)IT WILL YIELD A MINIM MANCHO SELECTED <br /> P� <br /> 2Pncnms @ a.75.1,Oa 0.G!513rC�1f Or OBet CEp ffi9.1Y 39D�' T� NfA WA NIA NIA 3Pb Ds ( t4A DY <br /> 4 AKNas@1,13"b1rt O.G/9Cn®Rl Rr pbei)C6p &2Y 413o Ge m 1o�g m9 5S0ID8 r�600n i Nut 7fio1� 746 OYS 9PD im iBd20s � iUA� 07311s CDrITIOYWNAL HICH OR OP USED TO QUALIFY ffi9am[-Q ePro actCoatro7- <br /> 4As=tarsi#9'lntaoe.J{zta13Aa9jeCl$sr03B37 '+mom 1�ffi r;a1M NJA NrA WA 1 NtA trrA NJA 32 WA ADCRIRCAPACHOROPEONS FROM THE <br /> 3Arcad8 fd a45"61n.0.C.(UCIIP.O0n.12SAWM fTI9.A) N/A WA 11/A WA l�mg M177loS 379 De 1B7155 9?21m 4791bs 170an 442ft 5W me ANCHOR CAPACITY TABLE. <br /> 1 Prcmt/fCfiP P7g 5Y ta-a D5 tib 8S ffi Es Sd5 es 872 ttb 135>ar WA NIA WA WA 311 tDs 4�1D3 S6II Its <br /> 2PnSt1m5 91.55'Yi2 O.CIfCr4f tf1C BY H R S:O Dt0 WA <br /> WA NIA NM 1908s NW <br /> ~ NOTE:FOR-I r=OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLI . <br /> M.400"-1 <br /> FIGURE}: <br /> FIGURE 2: TABLENOTES: <br /> -� <br /> })SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND, <br /> 25 FOR INFORMATION ON LOADING. <br /> SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. } <br /> I 3.125" `� Ny LYN V <br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND!OR OPENING WIDTHS i3 ALLOWABLE ` a(� ._-••_•,.;j/ <br /> ----•� 3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. <br /> FIGURE 3___., i No.58745 <br /> HOLES IO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 *; - <br /> FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 50(r - _ <br /> U� <br /> ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:OONCRCTG SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GRTREA ILLED O-`.• g 7E �'"4rj <br /> CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO ASTM C 90.WOOD SHALL BEPRESSURE-TREATED <br /> 9"X 3.125"X,5'MULLION <br /> YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SiIP.LL BE 6 GAUGE). <br /> R CMINIMUM EL TO' �,p _ <br /> FIGURES: FIGURES: (}"VF MULLION) ftCs''•; OR[DP.• G\=�~ <br /> FIGURE 4: TH'CK STEEL.STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUGTUFiALS7EEL TO BEAT , ;S"ONAL� <br /> LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SOREW THREADS BEYOND <br /> ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR410 S.S. A JLTNN,MI0tA P.E. <br /> • - FL P.E-#58705 <br />