|
TABLE 3A
<br /> Mullion Capacity Table(Ibsfie) 8 A
<br /> Opening Width Vorwrticatly-sparring rruAions)or Opening HeIgIA(W horlzurta"antling mullons) S
<br /> 502, win 701. 8010 Sol. Seek, =I. 140 In UDW chi
<br /> I x 2-7S x Md0119dar -T-PITORKT P-C`Sow� T-9111-0 PkStawad. -TrWdmv. pwwngdel Ttm-q, FkcunleW TM wv. pachawar T*Tkina- _V.-t-muSiar- V. p-0t.91w TmWlrang, Ractulplar Thup0mg.
<br /> t-d-9 L.Sdn L-sS. Lft L-ISS, L.9 L-29 1-61m L-ft L-d.9 L.09 L-T-9 L.*g LSWN Lwft L"ISa L-ft L..&g
<br /> .376 mum De
<br /> Tube 2
<br /> Mullion
<br /> A IN 0
<br /> IS
<br /> z
<br /> IS
<br /> U.1
<br /> 42M 170.0 620 170.0 435 1711.0 744 110.0 17R 17110 08 17AO 508 1740 SM 170.0 619 1710 HIS 17" 621 170,0 1240 1MG 621 148.7 130t 1M9-1;t- t2-74 1301 170.0 521 111,5 1301 17110 -21
<br /> 48 1. 170.0 700 173.0 524 170e 850 170.0 531 170.1) M VC-0 630 Sloe 11331173.0 661 151.9 SIM 1-10.01 6" Ima 11391 Iroo m 113.9 1139 170.0 680 97.6 1139 170.0 5NS) BSA 1139 170.0 see US-j
<br /> %625 In 17CL0 747 170.0 563 170.01 We.170.0 631.167.0.IDU IllXD Se4 146,9,1032 ITDo 723 I3O.5 I= 170,0 747 1 t7.4 1012 1710 7.W 97.9 IOU 17D.0 M 33X 11132 170.0 756 734 1032 17c(S 755
<br /> 641. 170.61 787 1 IMD 612 i61.31 W1 1170-0 691 138.2 W7 164.7 no 120.9 MY IW 720 107.5 907 14&0 714 KA 907 14l-1 710 00.6 907 140.0 7. 6% &J 907 14DO 709 MS 007 140.0 709 0 m U] C)co,
<br /> - -
<br /> 60 In. USA I 7351161.5 C35 117.6 M 1130.3 611 ADC8 735 116.0 599 882 735 IOU 590 711.4 735 99.6 643 70.5 735 95.1 578 58.8 735 61.8 574 50A 735 91,4 W4 44,1 735 91,6 574 m
<br /> co 0
<br /> 63 in 121,91 666 1 13&0 570 101.6 M 1111.5 557 57.0 666 9" 547 792 GM 80.1 Me 67.7 see 819 831 Golf 656 T9.8' 5W 50A SIM 75.8 521 43.5 7&6 521 3&1 06 7&6 621 z
<br /> <
<br /> 6" Jose cor 1IZ4 S22 69.3 01 0&1 511 75-7 607 05A 501 682 607 77.1 493 511.9 607 71.5 IN 53.0 607 67.6 481 44.2 WT 83A 476 37.9 Or 627 474 US ft? 62.7 474 z z C.W.) X
<br /> US
<br /> 72 to SIA 510 858 443 68.0 610 73.0 434 >510 64.3 426 51.0 510 57a 40 45.4 �10 53.3 413 408 510 5do �08 34.0 510 45.9 402 29.2 510 44,4 393 25.6 610 1 4Cj .399 0
<br /> m 496 458 6SI US 43A 450 48.6 ZMM 30.6 453 44,6 373 34.7 458 4t.6 365 2aa 4W 37.7 = 24A 458 36,A) 359 ltl.T 438 35.7 US
<br /> 70 IS 6aA 4W 7Z5 4OU ISTA 458 1.7 z
<br /> 78% 642 435 87-0 351 53.5 435 56.6 373 45.9 M 49J� 360 40.1 435 441 3W 3&7 435 40.9 355 at 425 3&1 351 28.8 435 34A 344 229 435 Me 341 200 436 322 340 0
<br /> GO In 41.8 3V 43.1 290 34.8 327 3IL4 M 29.9 3217 315 28D 2&1 327 2&3 1 t2752112 W 25.7 271 25.9 327 23.7 268 17.4 327 Z1.0 262 14.9 3V 19.3 259 z
<br /> I.., z
<br /> 111" U14 28-7 36A 257 23.7 297 29-9 252 Z4,6 28T me 248 1 244 IRS 287 20.9 Z 0 co Z5
<br /> c. C1 CD a
<br /> .In .7 ... or)
<br /> 242 227 24.7 205 20.2 227 20LO 201 17.3 227 i"? FJ-H �j X Is 13
<br /> �q
<br /> -111 in 2Z3 215 22.7 IS4 0.6 215 19.1 l9i 16.9 215 6.6 F.-
<br /> 1201'. 17S US M& W1571-1- To
<br /> �E U X
<br /> z
<br /> TABLE 36 ANCHOR CAPACITY ADJUSTMENT FORMULA: L9 <a 0
<br /> AnchorCapatityTableubs) 02.2 �w rn
<br /> subStraw 2.7k C=Me (VANC11.0R CAP..:��)_ 0
<br /> 3.5k C-I Hou-cmu Flied cm p! mw (Op-)X ANCHOR CAP_ - a
<br /> vile*Ek.I iw s,.S Lu.S. IM888SO 51WElco 1/4-SS Elm 010 Shli 012 StSe 912 S ZGS)
<br /> Ambe,Typ% 301rfilootftMo 3 Ia5)S.,
<br /> Anchor CUP Patterns 3119*ESS,IAM� 114*EW U%- Lubec. AUOSV� UltraCOS Aggm(D.W, _ (W) USE THIS FORMULA TO OBTAIN THE ANCHOR
<br /> 00,mt-(DII, I" zirr V I 2-I)r 'Va. I. 2.1re 1• 2-w 7- 3-IV 2' 0.4r 0154r 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN PRODUCT REVISED
<br /> ACTUAL PRESSURE REQUIREMENT FOR THE 1-114* sm a'00-
<br /> EnSbed-A( 0.l1dI.,p1Cy!ng.'yhth the Florida
<br /> I-XV 1-314' 1-314' I-V4' 7 1-11'r I-im l-Im* I-lw I-11v 2. Ive. I
<br /> 2AASSImmG 4.17Mbl.O.r/StiSdadmCfart CUP IRS.Ij 3-0 Ow 390 bs 450 MID, Ie44 IDS 270 flft. 2801bS 354 IDS 1 740 IDS 374 IDS 6641h, 946 Do 341 IS. 4j42 1 W --F60-W OPENING,WHEN IT IS LOWER THAN 714EMUWON NOA-No. 17-0630.01
<br /> 4Anc"m @ 1.15'RIbLO.C,I3taMW(w=D4)Cw(FV.Z 460 IDS 7009. WA WA WA WA 38011. WA WA WA WA WA suft W5 IDS llro,&7 CAPACITY(FROM THE TABLE)OF THE SELECTED -
<br /> 4 An-h-a 3"R.O.0 f r2)2S5 ASO%Qip.I Fig.4 780 Ds 7801. 680 m 1560 tb. Ism wS Ste IDS w IDS NIA -7W 1. 748 IDS aeo ft 1892 IDS W2 IDS 8W IDS 1120 MS MULLION.IT WILL YI ELD A MINIMUM ANCHOR ExPiratlon Date 05/26/2021
<br /> CAPACITY WHICH MAY BE USED TO QUALIFY
<br /> WA WA WA WA WA WA WA WA VA -WA, WA WA �WA WA 714 IS,
<br /> IA.-fc;iF4;l0(F10.5kI 185215 195 ift 5 ft 445 1b, M IDS 14011 1 UA VIA 1 187 IDS =IDS 47344 To-u ADDITIONAL ANCHOR OPT-IONS FROM THE WA
<br /> I 2Ah-@ 1-15*hllt O.CJ F�Q;p ft(WI 240 N WA WA VA Igo ft. WA 1 341 1b. 442' sB By ANCHOR CAPACITY TABLE.
<br /> NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A&THE STANDARD CUP. CL-)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
<br /> FIGUREI: FIGURE 2: TABLE NOTES: 1.000.
<br /> SO 1).EE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
<br /> SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
<br /> FIGURE 3'. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AND/OR OPENING WIDTHS IS ALLOWABLE Ly
<br /> WA,
<br /> 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760'
<br /> HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. L
<br /> FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '8705
<br /> ANGLE CUP MUST BE USED IN PAIRS.
<br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ZT
<br /> FIGURE 4- FIGURE FIGURE@ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM(-CO.WOOD SHALL BE PRESSURE-TREATED • S AYE
<br /> YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' 375, 0-5a
<br /> -T
<br /> THICK STEELSTUDSTO BEAMINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT VX2.75"X.375"MULL
<br /> ® M� LEAST.125'7HICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ION `S�' .........
<br /> C)IVAL THE MATERIAL#10&912 ANCHORS INTO WOOD MAYBE STEEL,18-8 SS.OR410 S.S. "',/,
<br /> N M A•LA I ER,P.E.%\\
<br /> FL P.E.#58705
<br />
|