Laserfiche WebLink
TABLE 9A 5� <br /> � � <br /> Mullbn Cepacity Tablo OrsRt� ��g � <br /> OpenlnpWidtt�(torve�tleeOpsDannlrqmWGoro)oropeningHelpht(larfwrizanhaDy�epamingrtndtlotm) �4�� � <br /> a <br /> �N �In �pin qDN BOIn 1a01n 19oin 1dUln fe01n o <br /> 1.38 1925 ���Vr n°���' �taiquhr hnp/fRmO. MGnngWar TmpRAa�q. Realanguler ho{JR�m6 RaIXnngutar TmpTAanp. Raole�pNar TmpRifen0. �a�GW¢r Trap/fMna ��9il� TrvyTAanp. Recton0'�ar TnplfAc�q. � q � <br /> looal�g Lw6np Lm9n9 LoeS�p lnadNO Laa6np Lnemnu Lamllnp Wdnp LwGNO LnaAnp Loea4ip LaeEliq lw�i9 IABaNY 1na21np loedlip LwdY10 pY <br /> F.100 g y y p 6 <br /> AIMuIW� � �` � �� � �� � ��' � �� � tY� � �B tl ��' � �� � tT� � �� � ��' � �� � O�' � �� � tY� � �` � �� N � <br /> �� �� �� �� _� �� �� �� �� �� �� �� s� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� s� �� �� �� _� �� � z ���� W <br /> C2in 770.0 81D 770.0 A75 I70.0 7E6 7T0.0 4]8 170.0 008 170A 608 1740 882 fl0.0 51B t70D 1118 1TOA SY7 18�.7 1118 170.0 5R7 1R7.7 1118 77D.0 671 109.5 1�18 170.0 621 BSB 1178 170.0 621 W 0 = <br /> /BIn 170A 7UB 170.0 621 170.0 B50 170.0 6B1 167.8 B79 170,0 G10 fid7 870 1]0.0 B81 1�OA B7B 170.0 CTI 117.J O)B �711.0 800 87.0 87B 170,0 090 83.0 B7B 170.0 EBO 733 WB 7T40 BBD � � � <br /> 509I81n 170,0 747 1T0.0 5B] 170.0 89A 770,a �1 150.7 BT7 1T0.0 �/ 131.8 B27 1B&5 70B 71T.Z B9 758.1 Bee 165.6 B27 15fi.3 698 87.8 B27 16&3 B90 7l.9 BTf 160.] E85 85,8 B27 15fl7 88b = � <br /> � � �� � <br /> ECN f70.0 7W 170.0 812 16�5 880 1T0.0 6B1 1�t9 !BB 167.0 Be7 H6.9 B69 117.8 B80 1W.0 B69 73�.o eBD B27 809 129.8 B6/ 77.3 B6G 1�e.B 0�2 88.Y B68 128.8 B52 57.8 86H 1RB.9 efi2 <br /> 8001 11].4 748 IG1.B B34 118� 706 132� 820 16Y.3 7�B it7.B 809 BBd 748 107.8 60B 78.8 iA8 101.0 58P 71.8 748 BB.E 6W 6&'! 748 W.3 6W 57.2 7�8 03.] 5B7 dd.0 7�8 833 683 � m � � <br /> � 831n iR7A en 132.0 STB 103.1 817 11�7 58B OB.1 B"II 10�,4 �8 77.3 877 87.4 64s B9.T ER 05.2 7A9 81.9 877 81.0 674 51.9 677 7/A EYB IA.2 871 76.7 67B ]B.7 6l7 78.7 62B � � („) � � . <br /> � W Z <br /> 6Bh iW.B 817 11/.1 6J0 88,7 01T W.6 519 7B.B 6t7 8&9 EOB ei.a 877 78.8 WO SB.B 617 728 d9d 63.8 817 ae.7 d88 d4.B 817 81./ 49] 98.4 B77 83.7 4ffi 338 817 B&7 4e2 d <br /> 72b 9Y.B 61B 07.7 �90 861 S1B 74.2 4/0 6B.2 378 85.R d]2 SI.O 619 Sd8 �tb d0.1 51B W2 d18 41.1 678 !0.1 /7d 3dA 518 <B.e 40H Y8.0 670 I5.0 �� Yb.B 67B 46.0 4aO = _ �� m � <br /> e N � J� � �U <br /> E 781n 70l /BS 71T �O6 6&7 186 97.8 y9B 60.7 �65 9C.9 9B0 40.1 4E9 /8.6 38A 381 4� 16.5 3TB 95.7 /BS 421 e7A 28.6 dB5 98.3 SB7 II63 /85 78.6 J84 ?20 {BS �B1 1B9 W � J 3 ..�Q <br /> � 781n 0E2 441 B60 ]0T 54.3 N1 61.7 3T8 18.8 441 80.9 JR 40A N7 46A 788 78� <47 �/.8 380 926 �at 9E.T 9b0 271 Mf SI.B 3A0 23A N1 37.1 �e 144 N7 927 91fi N J �� � oZ <br /> pp b qY,/ �IR 41E 2B5 3Gd 932 37.D 788 9U.7 �31 J2J 200 RB S 37Y SB.B TBO 4�.9 952 Y6.7 2T6 21.2 732 Y4.1 272 17.7 aa2 21.3 2B8 te.2 9]� 19.8 282 1�.7 931 ifll R80 � a � r r <br /> B6N ]5.0 781 95.8 180 7&i ?81 JU} 458 75.0 98f 2Bd 2fi2 21.B 1% 216 14B 1B.d 291 27.9 2A0 I7.6 YBf 18.6 241 ti8 1B1 17.1 73a 17.! 191 1SB Y3'I Z � O ¢ N m <br /> 10861 11.8 770 25.1 20B 20b 90 71.I 165 173 270 tA7 RUi tS.4 230 iB2 18B Q ryZ <br /> � � �� ..o�o <br /> 771 il 7T.B 218 Z3.1 167 i&9 218 1B.4 197 1U2 21B 1&B 181 U.1 279 74.0 1BB r � N J+ � <br /> 1201n 17.9 187 18,� 170 14.9 1B7 16.7 187 m <br /> �' � X (� �J <br /> � U c`! Q �i � <br /> c� Q .- O O <br /> �� Z�OsO <br /> TABLE 9B ANCHOR CAPAqTY ADJUSTMENT FORMULA: � -� � �Q.'z� <br /> AnchorCa acityTa6le bs ANCHORCAP.,,�,,,,,,, �� m �a� <br /> Subalrele. 27k carwrote 7.5k Canc. HaDow CNU F�led CMII PT WaoE Melel (OP,,,�X( )=ANCHOR CAP.,,d <br /> vc as�rn vta emo va^ss emo a�u s�i wi�s� rnz aieti MUWON C.4P.,,,,,,„, PRODUCT REVISED <br /> q�mnmiy�; 3l's•�co uumcan vl•Eko Ntrman �� 3�t�Eko lm�aw W'Eico Nlncon Appremtv wUeeon Aeoreoetw screw(cs7 scmx(ca) sor�v(c,$) USE THIS FORMUTA T0 OBTAIN THE"ANCHOR ns eompNing wlth the Flmida ; <br /> Anehor COp Pa@erns Bunding Code � <br /> Edoe obtance�n}: t' 2-1/2 1' 2•uY a7R' r 4-U7• t' 2-12' Y 3-18' Y O.ae• o.5a• O.a24• CAPAGN REQUIRED'CORRESPONDING TO AN NOA-Ho. 17-0630.0'1 I <br /> Emhoamentlnt 1-7ld' 13�A� 1-]!4' tal4 Y 1-�/4• bV4' 1-114 14l4" 1-1/Y 1-iH' 7 53/B' 1�B' Wilea ACTUAL.PRESSURERELTUIREMENfFORTHE <br /> 2AiGM19�4.75'MIn.O.G.18lO1ICRtl 0�0�I5e1 Glp(FIO•�x 3901ba 38016f �501b! BAO lba 1609Ibs P101De RBOIba 3541Cs 7/010a 37-0 IEs OB41Es BdB 105 3i7�e 4421E� 58010s �PE(�ING,WHEN R IS LOWER THAN THE MULLION @xpiratlon Da! 5126/2021 <br /> q pnohara @ 1.14•Mlrt o.a!Slan�rd(ar OMeq tllv(Fy 2k <B�@^ 7a7 Iba WA WA WA WA 3AO Iba N7A N/A N/A WA WA 692ICa 9&S IOe it20 6o CqpACITY(FROM THE TABLE)OF THE SELECTED ' <br /> �qronors�a•a,uR o.c.i R)ace awle aipe/IFlc.�Y ��� »�� eeo i�e tsco m. tese 1ba sao me sW toa wn 7ea lts 14B Ibe eao iea ieaz ma eaz mc aes me nZo ea MULLION.IT W ILL YIELD A MINIMUM ANCHOR By <br /> �q�nryon�0.54'Min.D.C.!ULllp,Mo.7U0'Alum.lFla.et WA NIA WA WA WA WA WA WA NIA N/A WA NA WA N/A BSO lhe CAPACITY WNICH MAY 9E USED TO QUAUFY Miam Product Con rol <br /> �pmhwl Faip(Flo.st t85 Bs �951en aas mn 445 roe eZz� 135 Ne ta 16. m ins a7o ios �e7 ies 9a2 ies an ms i7o ma 72i iee wo los qDORIONAL ANCHOR OPTIONS FROM THE <br /> YMohae�1.15'MIn.O.CJFi��Ip�Fl0.6k 240mc 3501�s WA N!A WF WA iB01Co WA N/A N/A N!A WA 391Poe M2IDa 0801M ANCI��f2G�PACITYTf10(.E <br /> TABIE NOTES: 1.260° �1250°�i <br /> FIGURE 1: FIGURE 2: � <br /> • � • � 1)SEE SHEET'I FOR INSTftUCTIONS ON USiNG THE TABLES AND SHEET 26 FOR INFORMATION <br /> • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTAI.I-ATION MEfHODS. <br /> 2)LINEAR INTERPOLATION BETWEEN MUIL LENGTHS AND10R OPENING WIDTHS IS ALLOWAHLE. �1 t 1 i I I I� <br /> �.��NY LYN�yM�,,� <br /> 3)MULLION AND MUl.LION CLIPS SHOWN ARE NOT TO SCALE.FOR IXACT DIPAENSIONS,SEE 3.250" 3.260° ��'C O,•.....,, � � <br /> FIGUftE 3: SHEETS 21-23.HOLES TO BE DRILLEO IN THE FIELD FOLLOWINO�IMENSIONAL RESTRICTIDNS �UCENS�c'�,C� i <br /> '�G� SHOWN ON SHEETS 2143.FIGURES SHOW SUOOE3TED,APPROXIMATE HOLE LOCATIONS. ` �• ���% <br /> CLIP MUST �*,r No.5B90.5 - <br /> � � � � BE USED 4)SU89TRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - ' *= <br /> IN PAIRS. GROUT-FILLm CONCREfE eLOCK UNR(CMU)SHALL CONFORM TO ASTM G90.WDOD SHALL -'0� _ <br /> BE PRESSURE-TREATED YELLOW SOUTHERN PINE WRH AN SO OF 0.55.ALUMINUM SHALL BE �'T���" � <br /> FIOURE 4: FIGURE 5: FIOURE 6: 6063-TS AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRAOE 33 AND %��'• s AT6 �f� •'.�� <br /> � • .04@'THICK(78 GAUGE).STRUCTURAL STEEL T0 6E AT LEAST 125°THICK AND A3d ALL 100' .10�" ��FS'•�OqIOA.•''�\?� <br /> � � � #&#2 AINCHORS NTO WOOD MAY BE STL E�EI.T'1&8 SS OR 4 O�S BEYONO THE MATERIAL ��MULLION FOR� ��Zonuw�FOR� ��'��is,���I�IVAL���E���` <br /> FIELD-MULLED UN1TS FACTORY-MULLED UNITS p,LYNN UIILLt�,P.E. <br /> • FL P.E.q 58705 <br /> � <br />