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TABLE 15A Mumon Ca ae' TAhb jibsfltt) �H` I Opening WitlU1(ftr vBrficaiy spet2'df9 induc S)Or Opening HQigM(tor hcllzTxita6Y-3perstiTg MdEo ) o /mN 120N 140In 1b9N ('� 70 U5 801n 90In 60 h a d RecOmguia TmpTBfanO• R[y18nQNnT TropRt n& RCcfan4FT tiv¢t7dan3 02'u Gl Rectma031m 7rep701ong. Re°lnnguta 7c4d'7danq. Rsias>lpVaz TraplTdanQ. Rcct7n9War Tmprtdeng Rectergula 170W79anB. RectargW Tt'MT�B- Lo8dn9 Loadn9 LoadnO Loafing Loadln0 ., Loadtml Lowing Loading Locdin4 Losdkm laadn0 LoadnB lnadtrg 326'30 Loading 1DOOn9 Lmdag Load09 L#az1779 - ' 2• S 2` 2• 2 DEG.AL s D a s E.g ^d >"�. n o"U= c u S r5 i5 v c W$ $ a m t s3 3 3 t`3 Rgg --� �' � a 11`511 is � � g 8 Qy Qc-6y E'' i 2 d 4r° G K 7-- d` 2C drC f a F3 <C �E• 3a SB6� �� at i .. 71 In 4Z in 470.0 6p 170.0 4]5 17o.a 744 170.4 47a 170.q B6B ii0,0 506 170A 492 17D.0 5t9 1Tt,0 7116 t70A 62t S7QA t710 170.0 827 570.0 t+80 t7gA 521 170.0 1T35 170,0 621 114.2 1522 170.0+6210 2 = 111 4897 470.0 7� t7Q.9 435 770.9 55D 479A 584 t70.0 9M. 17D.0 83Q 179.0 1133 170.0 661 170.0 1275 170.0 6T7 t740 1417 t70.0 680 152.2 15M 170.0 680 130.o 1522 I ti4.2 15T1 170.O Eq0 W 54.6261n 770.D T47 170.0 563 170.D 896 170.0 631 f70.0 1040 17Q0 484 170.0 tt'x 170.0 723 1T0.0 1345 170.0 717 161.2 W170.D t369 tddt t78.0 766 H7.3 Yµ3 tQ2.6 t443 i7Q4i 736641n 0.0 787 1700 612 170.0 556 170.0 6S1 i70A SH6 170.0 7U /70.0 1275 110.0 80] 160.4 1353 570.0 837 fM.3 R0.3 f353 tiD.O S811Ri./ 19Q2G W80N 179.0 tt+S t700 701 170.0 t063 M170.0 74T 1SA Rib 17g0 8T8 146.1 1218 170.0 9µ iZP.9 1218 159.8 906 116.9 97.4 12t8 t4e.1 913 75.1 I21D 73.t 1218 148.1 913 '4C 7 tJ 83 in 170.0 930 170.0 T45 170.0 1110 170.0 el 860 160.2 115p 1r47.8 B33 131A tY50 153.0 Bid 118.8 ttEO 1419 890 Y65.i 1360 1342�885 879 1f5b 126.T 871 75.1 H60 55.7 1450 t2n2 OI. U >Q _ je ,5 66n 170.0 97d 170.0 78g 752A 1448 165b 881 730.E 7048 146-s 804 SN.3 1048 IS3.t 860 101.6 'M R7.4 e14 97.a td9 11fle 830 762 1018 t09.4 821 65.3 f048 5T,7 1046 tr.4 sm 0 m c Rh idQ.a 980 uT9 I64 117.4 a80 R6.0 748 100.6 880 110.8 7m as too 100.0 722 762 880 92.0 712 70.4 See B62 703 69,7 BBD 792 693 5n.3 B@D- 7&.5 668 4dA 880 76.4 68a N ¢ T 76ti.0 t7119g08120e80 1tE hiN1t!nn H75bJ3Z9tE0OA...B7l44 '7563]3�(9077a507f i7fiYt9125..S..115 W543D457030 86432Q843158 73i5589909S1 0B633L55...1958 64A 70.1 76Q 990,3 fiG3 26.1 391 27.6 337 223124 337801 2a+4.498 d336]18]6 519982 7387P0 72i07.B 372 ts0 370 18.1 305 70 6.5 617 3 +09 750 63.1 42.8, 52.1 6t9 3 74.8 9 83.9 ]46 T6 65.6 6.8-6 5,9 632 3.5 750 etz 462 59.4 4 .6 750 562 $9 9T za$m Z 30.0 6 5633.3 4522 W 43 3fl1 4Q9 QaZ 4�Nm??tt3 naQ 6 495 2. 90491 5/9 6 3.1 45 33B 27 5332 409 291 450 2 ID 20.9 391 0 320 17.4 19.7 32 1 348 29 391 2 24 370 V M 39.2 x?p}hx0D9 288 S3 317 299 244 21.7 317 294 10.0 37 199 275 164 m tµm 17.6 22D 17.a 211 j ANCHOR CAPACITY ADJUSTMENT FORMULA: 4O} ��o A TABLE 15B - AntharCa 2c Table bs ((ANCHORCAP.a..`t ANCHORCAP PRODUCT REVISED 60trstl0te: 2.TK CnItCIC78 _ 3-r coot. 14° .cmu pied CACJ PTwovd tdch# (O,,,)X 1MULLION CAP.,�,,,,.,j as eomplyln with the Florida N18'E1eo 3+15'E:oo Nir84os 774'EtcO Utracan 1/4"6S Eh0 SItB`EICO 1!4'SS Elco &10 Stnal R72 Steel #R 5:etlUSE IHIS FORMULA TO OBTAINTHE Building code Ancn°r rypa 3tt8'Eteo Ltt- tt4'Etta Ugn cm t3nbcon AB9niGator uuae°n A9gm4)atN sdtew(C"-)sam.tas5) serev 7G5) CAPACITY REQUIRED"CORRESPONDINGTO AN NOA-No. 17 0630.81 Anchor Clip pAGemo 2-fr1 T 7•Le' T 0.4a' 0.54 D.32t' Edge ULstarce Dnk t• 2-112' t' 2-112' 3-i19" 1• 2-t2• P ACTUALPRESSURE REQUIREMENT FOR THE ExPiration Date 0512612021 Em1roOnW(Nk ta71• 1.314• i3+4" tart• T t-!tr i•7K'_ 1-tra 1-1r4' 1-114 1-ur r r1 lb 1�B• "'"`s OPENING,WHEN IT IS LOIAERTHAN THE MULLION CAPACITY FROM THE TABLE)OF THE SELECTED By /l 2 Amtrxs g5'Mla O.C.!(2)35 AMk CAp9 t(F10.7k OM 390 Its 45D bs e39 am nQ0 ba z7a 9m 2801m 3Y71ta 7a91n4 37a 15s T2Q ms B4a ha 341 Its 4as 0e MULLION,ET WILL YIEIOA MINIMUM ANCHOR btiami-4!o Frotlnct Control mztnn 1zz7ws 69015� 4An:Mn C013.,7 Min C.C.7(2)215 Arnik spa tjpl9.2); 780 be 7801� T9D bs 16702s 252568 544 EOs 5801bs N/A 712D i}5 7461bs lAOIOs '8921Y>s 682 ita 8858n 1RD 9n CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors 2.77'kin.b.c/(21 Zr5 P.n01e airs/w9.3T 11291b] 112D Ibs 950- Ct4916a 2254 bs WA 0401bs WA 1059 Dxt NIA 1320 t°a IUA ADDITIONAL ANCHOR UN I IONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2._4 FOR GENERAL INSTALLATION METHODS. / tl1lI I1111// 2)LINEAR INTERPOLATION BETWEEN MULL LQJGTHS ANOIOft OPENING WIDTHS IS ALLOWABLE. 125" FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21 3. 30" RS' ;- LIGENSF l�fi HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q-.• - • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ! No.68705 250^ :. 71' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ) CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G•80.WOOD SHALL BE PRESSURE-TRFATED ) FIGURE 3: YELLOW SOUTHERN PINE WITH AN SG OF G.55.ALUMINUM SHALL BE 6ft63T6 AND t3EAMtNIPALtM OF.125" �•, /� rtL! • • • • THICK.STEEL STUDS TO EE A MINIMUM GRADE 33 AND.845'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY / �'.(t - �J MLtLLION `.LI %i��5 fit *....;:'&\�4 LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ` a ® THE MATERIAL#10 8#N2 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ��'TS/C�jNA1- �N ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. A.LY<J<'JJIIE,#56!,P.E. FL P.E.#58705