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Rectmipidar T�IManp. � � � <br /> 1%276z ��� ��� LmdnO La�3np Lua�n9 LoadnB Lmd�9 L��ng Lw6nB Loadn9 LcuM9 LmdnG Lnem� LoadnG LoaBnp Laa9np lao3rt9 ��0 oY y � <br /> .660 Alum. r a a a r g r t � r � a a n LL <br /> Tu6a e a a �.. � r � �s.. � �� � `�" � a_ q �a.. o �.. �.. s�_. � �i.. �„ u� a � v.. <br /> hWlGon � �� � ge � �� a €�. a �� � �� � �� � s�� � ��. $ �� � �e � ��. � dB � �a8 � ��. � �� � �� � �� N � <br /> 0 0 0 0 0 oa o 0 o u o c, o 09 0 � o a o o u9 � o 0 0 �a o u o9 o u o <br /> � � _� e� �� � � a _� g� ss � �� � g2 e- �� $ .�� �� .�� s� �� ze �� s$ g� �� o� z� a� °� ee =� �� o v� �w� W <br /> g � � eg $ �S �� � � � � fi� -3 � �� �a g �� �a 5�. � � a�� � � -� � �� �� '� �� � z <br /> f� �� s'o a�� s� �rc� a� s� a�a ��. �ez sB �a s'�. a�e s�. �n� �� �c� �z s �rc � z �a �c � �c� �� �z s� z a� z � � 3 � W <br /> w - 2 <br /> 43N 770.0 630 170.0 435 110.0 7K 174a 470 170.0 BBB 170.D SOG 17G.0 992 170.0 51Y 1)0.0 1718 170.0 527 170.0 12�0 1T0.0 627 174o i<BB 770.0 521 15fl.7 1B2U 17U.0 521 taB.B 16d7 1'ro.0 521 W J ln <br /> �lln 170.0 708 170.0 SZC 170A ASO 7R0 56l 1)O.D BB2 174A 6!0 170.0 1133 170.0 681 170.0 f275 170A W7 170.G 1417 1T0.0 880 111.7 1417 170.0 BE� 1I7S 1417 170.0 880 f063 1�17 170.0 B80 � � � <br /> � � �'� 2 <br /> 50.RSin 1740 7�7 170.0 563 170.0 BBA 1740 831 170.0 10/9 170A BB4 170.0 1199 170.0 72J 162B 12A8 170.0 747 118.7 1288 170.0 758 f21.9 178e 170.0 758 1W.5 1496 17u.0 750 91A 1288 170.0 758 V, W O� F- <br /> 51m 17f1.0 787 '17aa 872 170.0 459 777.0 �1 170.0 1116 ITa.O 756 150.7 1110 17aA 603 133.8 1130 1)o.a B77 120A 1130 170.0 856 1045 1140 770.0 !61 86.1 117a 170.0 881 7S3 1t]0 170.0 881 � m � <br /> BOIn 17a.0 BBS 17a.0 701 1485 G15 18P.3 781 7355 815 1�4.5 748 1UB.8 815 132.3 737 87:8 B15 i23.8 T28 BT.G 915 11&5 720 732 B75 114.4 715 62.E 875 iN.4 715 50.B B15 11�,1 715 a <br /> '1 F�- co WU` <br /> tq Z <br /> {, 87In 151A b3� 161.8 770 126.5 e30 736.8 fiD/ 7U9.5 030 1232 6B1 B{.B G10 1122 6T0 81.6 B30 f01.9 662 75.9 &i0 68,4 85B 833 93� 96.9 BCH &.Y 8:9 84.1 b49 47.4 B30 84.7 648 Z j W oy- _ <br /> s seln 1321 76! 140.0 850 11o.D 757 118.9 03fi Y/.3 757 f05.e 0i4 �.5 75T 86.1 654 734 TJ7 ee,1 EOB QE,O T57 E11 60D 66.0 75/ 7a.0 59� �72 757 78.2 5D1 �1.3 757 78Z 5a1 y z a� � �U <br /> c y � <br /> • 72in 101.7 B3B 10A.8 552 Oi.O B79 91.0 510 72.7 638 80.1 330 6S.! B7B 7Y2 SZ1 665 fi5B 88.5 514 50.8 BA E13 508 4�.4 6ie' S7S SW 38.3 6l8� 55.7 !97 71.6 B38 552 137 W <br /> J � J J� U Z <br /> S7Bin E8.5 671 80.1 19B )21 571 7B.n tAe !1. 071 E7.4 �76 51.1 5/1 80.8 �71 160 571 65.5 184 43.2 511 6/.8 458 JB.O 971 Q.0' /51 30.8 571 N.� 447 27A 571 N.6 Mb N Q � � I� <br /> 7BIn 80.0 542 83.4 174 88.7 512 70.6 469 57.1 � 6t.1 43B 6Q0 `�7 FS.7 419 N.4 542 St.O 142 440 SR 47S I77 37.3 612 428 47Y 26.8 512 10.6 {8 Z5.0 81Z 40.1 �23 � Z p Q N p� <br /> BOIn 527 �07 53.7 361 43.4 IW �3.4 3i5 J72 �P7 39.8 81B 97.5 101 35.3 347 29.9 107 121 :�118 29.� 4G7 �.8 ]34 21.7 407 7B.1 3T7 78.8 �07 Y4.1 372 f0.3 wY 23.0 31B �, Q � Z � �p <br /> 68 hl I28 a� �C.t 720 75.B J58 372 314 30.7 359 32.1 308 ZQe 1'D 2&6 301 ?�.E �5E 26.1 300 21.5 15E 24,0 �6 17.0 358 21.0 2E8 75.3 358 182 281 a � X� �O QO <br /> � � � <br /> fOBn �.I �M1 �.7 25S 25.1 2e3 25.9 25t 21.5 783 22.5 247 18.8 �� 18.9 24t 18.7 383 78.0 MO 15,1 283 1&5 277 N u1 n <br /> 1111n I7.8 267 18.7 2{2 23.1 267 27e Z]8 18.0 267 20.8 235 17.3 287 18.7 231 15.4 167 tA.S TtB � � N � � <br /> f20in ?2D t19 721 208 1S7 ?28 18.8 2�5 15.7 7� 1B2 202 C�7 V X a O 0 <br /> a ¢ � z �n �n <br /> TABLE 4B ANCHOR CAPACITYADJUSTMEPfT FORMULA: a �� m��Q <br /> Mehor ael Table bs o <br /> y'u�p¢1c p,7RConemte 3AkCrnc. HollawCMU F11MfY.41 PTWood Metel (Opp)x�aVCFIORCAP.�,,,,,".��_�CHORCJiP.� U ° � � �-'a�-� <br /> 9H8•Eko 1M'S9 Ebu yie'Elco V;'S9 Elca 6f0 9te 1 C1291ed 41Y Steel P4ULLION CAP.,�,,,,m, <br /> ru,anorry� a�te�a umacon 1!q'Eica U@ecai yie�oo umsc�, 1/4'Eka NUacrn PRODUCT REVISED <br /> qnehorCOpPattems utawon Aoareoatu unracon A�aGeror screw(o�som.(a51 ecmx(o� USETHISFORMULATOOBTAINTHE'ANCHOR aycomplylng wlththeFlorlda <br /> Edpe Wt�:ce N,z r z-irz� r z-trr �-v� P 2-im s• z-ur r ave� s• o.aa� o.s4' o.s2a' CAPACIIY KE�UIREO^CARRESPONDING TO AN Building Codc <br /> emceamrnc n iai+• +an- ��ma• �3ra• z i-vr i-uq• tam 1414' 1-0l4" I-0/4' Y iaa �-sra� wnea ACTUAL PRESSURE REQUIRETAENT FOR THE Noa-No. 17-0630.01 <br /> s azhae 4.76•Mln O.C./Siwda�E af CReM QID(F7g.ik ��s s90 m� asu ih� eso iu iwa ms no im 2 a im as�ics �ao ms 3741Ea �a ms a�e m� �a+ros z im seo ce �PENING,W HEN IT IS LOWER TFL4N THE MULLION <br /> CAiwAa�8�1.1SMm.O.C./Sdndmtl(a0&N)Gip(Fip.2Y �� T�� N/A N/A WA WA 3BOl6s WA WA WA NfA WA 6821Ea 885 1/201Ds CAPACITY(FROMTHETABL�OFTHESELEGTm Fxpintlonoate0 512 61202 7 <br /> 4Anc�Ore�3°MIn.0.4/(t)�SAnpIaCAps!(Flp.3j 7B�IGc 7802s OC�ICn 19fi01bs 189810a 6a01Eo 68oIEe WA 780Hn T481Ds ABOIEo 1Ba21Cs 08216e 865M 11201h� MUWON.ITWILLYIELDAMWIMUMANCHOR <br /> IArcdwe�0A5'MN.O.L./Ul'J0.H1o.fY5'Mun.(Flp.4Y WA WA WA WA WA N/A N/A WA WA 1UA WA NfA WA T15h CAPACITVWHICHMAYBEUSEDTO�UALIFY By <br /> 1MolarlFLlip(Fm.Sz tssim tes¢e a25iea +�cs enine tssro.+ uaia� m¢o 37oms te7ma 737ine maies �ioios astma Zeoms ADOIiIONALANCH6ROPTIONSFROMTHE Miam e roduc Control <br /> 2 Anchas�1.15'Nin.O CI F�UIp(Fp.8T 24D I�s 350 Ita WA N/A WA WA 19010.a WA N/A WA WA WA �47 Iba 44]IEs 580 ms ANCHOR CAPACITY TABLE <br /> . NOTE FOR THE OFFSET CLIP,115ETHE SAME ANqiOR PATTERN AND ANCHOR VALUES AS THE STANDARD GUP �CIRCLED VALUES ARE USED IN THE DCAMPLE ON SHEET 24. <br /> FIGURE 1: FIOLIRE2 TABLE NOTES: <br /> -.1 �.aoo° f-- <br /> � � � � 1)SEESHEET 1�FOR INSTRUCTIONS ON USING THETABLES AND SHEEf 2b FOR INFORMATION ON LOADINO. <br /> � � SEE SHEETS 2-4 FOR GENERAL INSTALLATION METH005. � <br /> `��IIIIIIU <br /> 2)LINEAR INTERPOLATION BEf WEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � N i <br /> FIGURE3: `��J�O,... . ..N/ZJ��i� <br /> 3)MULLION ANO MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2750' \��:.� LICENSF'•�C�:� <br /> � � � � FlGURES SHOW SUGGESTm,AP RP OXIMATE HOLE LO T ONS.RESTRICTIONS SHOWN ON SHEETS 21-23, ' No,58705 �� � <br /> *: �: *= <br /> ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRErE SHALL CONFORM TO ACI 301 SPECIFlCATIONS.HOLLOW AND GROUT-FlLLED ��. .�i� _ <br /> CONCRETE BLOCK UNIT(CMU)SHALL CANFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TRFATE� �� 7J; ' (� a' <br /> FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AN�BE A MINIMUM OF.12S �Q�•, q�p `' ;'��` <br /> fT� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.645"THICK{78 GAUGE).STRUCiURAL STEEL TO BE AT %�''•.�pR�pP,.•''�t.1` <br /> � � � • T ESMATERIAL.#T&#1�ANCH�RSINTOWOODMAYBES7EE1,�18-8 S.OR 10S.S.CREWTHREADSBEYOND 1'X2.75'X.850'MULLION ''�;sS/p�At ENG��` <br /> � ir, n� i<< <br /> A LYPIN MILLER,P.E. <br /> FL P.E.#58705 <br />