|
TABLE SA
<br /> Mullion Capacity Table(lbsife)
<br /> Opening l"Rd1h(Torv9sts�Ay-spatvirlg mtilfiosaj or Opening Hcightifo[hedmr�flY•3pD:Wtlg mWfoss)
<br /> Mtn 6071 70 to Min mini001n 1�N tt02n l60Yh t a
<br /> 1,28"x
<br /> RxnnPHv 'r-s q. Rac7m71v. rI- onV r m TmprT 9• RM TmprtnnrM. P.1 War Tm �59• �q T11. .9• ROL•9t15VIar TL�varsy R�OG'3rgdDr /,S�nnHO. I Ram NCeI' STmWDIar,O. Rtec+cnCrlDr TmPm1�0. °,�`
<br /> l.wdnc 4a3900 LPD16DQ LeDdn9 Lolling 4 gY
<br /> Tube Mug
<br /> sC 3� 0 3$ U
<br /> 71 a"� 3 ad a �� 5 s 8t �$ a 8w s� 8 b s �" & '� o S �N U o 2�Cx id`a kz d <c -�'idc � ax r"c ^NP'• du� :f1 d1'a ? d� '� z#ca 3� �'�,' 9 K $ L� y �u
<br /> o
<br /> Soh, 570.II 82P 178,8 435 170.0 7d4 t7D.6 i78 7T0.0 68E t70.0 605 iT0.0 542 174.0 01H 170.0 iHG t7D.4 S21 170,0 LAD tTR9 52t 174,4 SA88 t7d.9 521 {70A 173s S7C.0 52f 16t.s 1768 i70D 52t rD
<br /> 401n 1T0.0 708 S7DA 529 fl0,0 850 /70.0 SB4 TJ0.0 992 i10.9 6]0 170A 1733 770.E 661 170.P 12T3 170.0 67 i7gD 1417 17D.v 690 261,8 156D 7760 6H0 132.7 15ta 170.0 69P 11H.1 15A8 170.0 6$P W Ly H r�7
<br /> SS.e]S In 171L0 747 S70.D H83 170.0 996 170.0 631 170A 10t6 t70,tl 6641TOA 116'- 170A 723 170.P 17A5 t70.D 767 187.0 1t68 R0.0 75B U9.2 1d68 i7C.0 756 1183 146a 1T0.0 75B 10t.4 1488 l70.0 756 LU
<br /> IS"
<br /> 64N 17gQ 7ff! STOA 612 270.0 9S9 17gb 69! TlO.D tYe 570.0 T6I 170.0 S73 170.0 M3 163,5 Iv 170.8 E37 146.0 IS76 17R0 8H6 12'13 127G 1T0,D 86t tQ18 i1T6 1T0.9 881 91.7 11T8 170.0 fist e, c
<br /> WN 17R8 H86 t70A 701 170,0 1DR 170.0 707 16a.a nan M. 87H t09.6, 110 S67.d 00 1=8i IISO IN.D 9t8 111.2 t16a 160.0 N2 TPJ 17W 144.E DP5 79.4 2166 144.8 905 64S 1158 144.e HPS 1.•.
<br /> W In 170.P 930 170.0 749 lW.t 7061 170,0 850 t37.2 f051 156.9 UQ 120.1 IDSI 1420 US JWJ 1=1 132.3 6T g6,1 1051 12H.7 830 60.1 :OS! T1R5 822 W.6 TOSS 119,1 L21 60.0 1051 117.1 H21
<br /> R Z
<br /> 68nt 187.t 957 170.0 7D3 U8,3 957 767.8 806 110.4 9S7 134.0 790 104.d 657 421.H 777 92A 957 112.a 747 81,6 957 103.8 7.� WA 9T 1D0.0 750 68.7 857 9B,9 74E 522 957 Dq9 7d8 ? J co n U
<br /> 0
<br /> "In /2&T E04 S3S.2 Ism 107,3 8G4 1t52 684 81.9 HcA 10t1 6T1 d0A 8D4 91A 680 T1.6 E04 64,1 00 64,4 8C4 75.s $4� H.t-e aei 7t3 d13 40A am 69,4 629 40.2 844 89.a 828 w .SZ
<br /> "r 7aN 139,4 722 i1dA t30 9t2 7i' 979, GIs 78S 792 06.3 6W W.4. 722 T6,7 59s 6D,D 723 743 WE 64,7 722 85,5 58v 46.8 722 q.6 67C 39.1 722 56,7 56i 3A.2 722 562 EEL Q v-
<br /> _
<br /> 7HN IM.2 666 105.6 60D 94.4 6G5 89,6 SM T23 695 70 SIT 0 I G65 70.5 .V'a 5@2 D0.i 6rt,: 76P b0.6 68S G0.1 $53 422 6eS aA.3 6A0 0P= 68S 62.4 537 3t.e ta5 7a.T SOQ
<br /> a05t 65S 5t5 40.8 45J $d,9 615 673 4d4-W In 6A.3 481 SSA _ d 5A0.7A7 413911 3t3t2.4 542551 Sd46..7A A3344; 33flff.1E S425S1 4S0S.A8 {327H9 3a37..0R 6ats6 137D..4t A32r?4 2Y.7.'S0 i4t9i3 3238,.ci 43!636 2170.,64 451563 120A,.35 L10870 2170..6C 5A5i51 22D0.•t4 4305P2 }0• Qi- xco yn s,Cp,M1V P.�5T5
<br /> W. 11 7 & 63404 76
<br /> 10HN 36.1 ^38 39.0 323 31A 356 32,8 318 27.2 SM 28A 113 23.8 3S6 253 208 212 358 22.7 3D4 10.! 3$b 20.8 000 t69 158 10.0 29] _ - - - - i,j
<br /> tit N 35.2 33S 36.9(3W 20.3 336 ;A•1 30i 3S1 039 2G.t 297 0"1D 339 232 29] 19.H 839 20A 987 iT.6 3:•8 19.1 286 LC.
<br /> i20N 9.H 290 20� 2F.4 232 290 23,8 2W fB.D 290 20,8 266 17A 29E i62 2aD 1$4 290 26,4 2A9 I ci Q T7 O
<br /> 144 N 10d 201 183 T66 C 2 o u),)
<br /> TABLE SE ANCHOR CAPACITYADJUSTMENT FORMULA* a "e ��
<br /> AncmrCapaCtiy Tn6ia tIP9T jRNCHOR OAP.,,,,n„ t'' b�" `•' '
<br /> sDastr4se 2.7X C-=% aavcanc. dawn Mu- F67rocrdu cr na0a taux (OPu,)X\ ANCHORCAF._
<br /> 5n6'D00 va•ss>sco6^ICBco 1/4'ESMW vow(a r1T2S1Dd 812s7rry1 MULLION CAP..,,,.,., PR,QAUCTRB'htheFl
<br /> Anchor Cllp PaHams i0r ISED
<br /> y1C[7c°UNsOem itk 6lcO tRlm:M! UhrxDn 3"tS[7d0USOcon vd"PJc0UN3ccn A99R�4Eos' Unecm ag7(eGazn scmv( iscrcvC� seros(wy USE THIS FORMULA TO OBTAIN THE ANCHOR an complyingg with the Florida
<br /> 2. 2,7f2 y 2.v:S metre r 2.7rr +• 2sr2' z• ?v8' z o.46• q6r• D.3±r CAPACITY REQUIRED"CORRESPONDING TO AN Dull0 c°d°
<br /> s c7srmD6DT ACTUAL PRESSURE REQWREtdENTFORTHE NOA-Na. '17-0630.0'!
<br /> �ntaaner4 tart• 7.rr t4• 2:1k z t-v4- 7-vc tu4" tam t-2rd` tt1S• r t^.td' tars' vYe:
<br /> i4an cro n dl 3•nu n.o.C.rWu5Ars'lec6psr irsB.2sF. 478m01sDoas 7Pta3 eD �pa a+s 15WaA P a tirueA m ssNNnm s 23 10 1LC'e. 15W4A1D 5 74W0A1b 3 9)N4IAID S G6W1Aib OtW4A0.4 SGHi12118D3O 4C'laVi 5150 O2G OPENG,WHEN IT IS LOWE2THAN THE MULLION Expiration Date 0512612021
<br /> 2inmrf470nllnO.C1ENrhqM8 t Ol CAPACITY(FROM THETABLE)OFTHESELECTEDEth
<br /> 4 MULLION.WHIICH MAY0 MiNIMUMANCHOR BY
<br /> dAtetara$0.4SMN,o,CtU•clro.Nzn.t NOm{F,y.4X t0A wA .va Rw tuA 11rA NtA nu eua NtA WA PVA NtA WA t42OOE CAPAIONALACH OR OP USED TO QUALIFY Miam-Da r cruet l:ontroT
<br /> _ SAn:mrr Ftsao V3 s:s�s Sos Ha nS;Ds a4alm. sa ms t58A 1 m3 NIA
<br /> 1 ='Oita 1sr::s Ea2� dram. 17D Des zxi Hss zec� AODS7i0NALNICH TAsus,JNS FR4}h'77iE
<br /> 2 Pn[nD6P77.1S MI60.Cn FCb0T744Y. ^JAgG P"yD iDs R/A NA IUA II/A f 70PR NIA WA WA WM A7A SAf Oe dS4 OO SEB DA ANGFiOR CAPAC[NTABLE.
<br /> NOTE:FOR THE OFFSET CLIP,USE THB SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD GUP, I
<br /> FTGUREi: FIGURE2: TABLENOTES:
<br /> t
<br /> 11 SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION
<br /> ON LOADING.SEE SHEETS 2-4 FOR GUhJERALINSTALLATION METHODS. +tltltlillt+rrr j
<br /> t 2)UNEAR INTERPOTA7ION BETWEEN MULL LENGTHS ANDtOR OFM%NG WIDTHS(SALi.OWABL6 �..''`J,O......--•.tj?/'�i� i
<br /> FIGURES• 3.18F
<br /> �'C`.= LICENSE••.fir i
<br /> ANGLE 3)MUUJON AND MULLION CLIPS SHOWN ARE MOTTO SCAIE pop FXACTOIh9ENSIONS,SEE �';= •-;'�.y5
<br /> E L T SHEETS 21 23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ,.: No,58705
<br /> SHOWN ON SHEETS 21-MFIGURE-SHOW SUGGESTEO,APPROX(NWTEROLELOCATIONS. 26S'
<br /> USED
<br /> IN PAIRS.
<br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TO A01301 sPECCFICATIONS.HCLLOWAND
<br /> GROUT F(LLED CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C•90,WOOD SHALL
<br /> FIGURE4: FIGURE 6: FIGURES'. BE PRESSURETREIATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ;r F
<br /> 808rT5PoN0 SEA MINIMUM OF.t25`THICK,STEEL STUDS TO SEA MINIMUM GRAUE33 AN0 r�t�3 1OR10t;•r' \C��
<br /> ® ,045•THICK(tEGAUGE).S .UCTURALSTEELTOBBATLrAST.126'THICKANnA35.ALL t.25°Xa.188"X.2ss`MUttiON ` `Sl0(�AL��
<br /> 4 ANCHORS INTO METAL SHALL EXTEND AT LEASTS SCREW THREADS BEYOND THE MATSUAL
<br /> (4114'VFhtULLION) /rlrlI1111SItt
<br /> r +
<br /> #10&m12ANCHORS INTO WOOD MAYBE STEEL,IM S.S.OR410 S.S. A LYNN MILLER,P.E.
<br /> 0 FL P.E 4 58705
<br /> I
<br /> i
<br />
|