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TABLE SA o a
<br /> MutgonCap30SlyTabte(Ihsttt3} n
<br /> OparcingWldHr('crtit:rtir�(Iy�6parndlgfiWiOnS)oYOPenIngHAtpht(farhoAzornaSy-spann;rgm{miAfu) �a`'S S�
<br /> 50§4 601n 701n 6atn D01n tt0 in 1201n i401h Min
<br /> RatanOmm iroprcEana. A.eRuO,alar inp'TiEnp, pl%un war TicpraIgm. RaatmmWar Tmprrft R4Cia.g.w TrDA77risn➢• t4aman;uWr Tmprdan0,' }iedon0dat T-OAan2• RaabnO"-!a' TtaplTf-v. (tacmnOntx D. t
<br /> 77c4X 125 lezdnP LoadnO L fg (obmao Lmft Loatln9 Loadna Lobd.g lmmn9 LaadnD Loadns LCadMO tmdh0 Ln0e7EB Lcsdn9 La e q Loodno la4t"19 n�4 tY�t
<br /> 4 o
<br /> 04`i
<br /> o =42M ITNJ 62,1 i7a,0 416 17U 74L 170.0 478 VILD 863 170.0 506 17d,0 on 170,0 511 17a.A ilia i7o 6.'t 170.0 1246 170,0 621 170.0 14BB 170.0 $21 145.8 1409 t70,0 S21 727'.4 1443 17ed fiat ,:1
<br /> 4Gln 1T11,0 700 470.0 b24 170.P t30 17a0 4" 174. 992 170,9 60 170.0 1135 170.0 G01 170.0 1276 170.4 6T7 1»r"3 1301 170.0 080 7303 1303 1704 089 iti.7 1103 170.01 BOA 97,7 1.10 Ina sm �
<br /> Sa.62Stn 17a.0 TAT 17D,0 603 170.a 896 170.D 031 170.0 1046 t70.0 $44 170,0 1195 17a,0 723 1$63 1235 170.0 Y47 140.5 1235 170.0 766 117.1 1235 1170.0 755 j 10,41 12.15 170.0 765 67.1 1235 17D.0 758
<br /> 647n 110,0 747 RO.A 612 1 17a.0 ➢58 570.0 SSI 170.0 1116 170.0 7544 134.4 1I55 170.0 801 1131.1 1168 170.01 337 123.6 115a 17a0 659 1= tiSS 17a,0 861 1 S82 1155 170.0 S61 772 11M 17MO 881 (E m m LD
<br /> 60 in 170.a 845 170.0 701 168.7 1042 170.0 757 %ZS 1042 404.1 832 nLI 10fi 146.7 Oil 1112 4042 135,8 Sot iOa.D 1042 f342 791 t3h t012 12SS 702 71.5 itH2 4251 782 MS 1042 125:1 782 !- en Ve
<br /> 131n 170A am 17a.0 74S iBl,2 D1R 1626 eta 12U 992 144.4 799 1i3.4 092 13t.9 782 10ae 992 121.t 768 90.7 992 1t4.e 75s 75s eC_ 108h 743 s4.4 A92 108.0 744 58,7 992 1030 744 U
<br /> 'Sin 165.4 047 170A 780 1373 017 144,0 760 116A 9A7 130.3 763 103.4 947 117.7 752 213 447 t08.7 ISO 427 W 10L2 rW ti4,S 34T 03.1 773 59,5 A47 94.0 ,14 51.7 047 64.0 711 ? z V)-,dC
<br /> F 721n i359 asa i42,7 737 1132 240 124.E 7- 97.0 040 1a6.D 108 $4.0 Bt9 SOA 893 71C 849 80.7 COS 67,9 940. 92.7 675 50 840' 75.3 559 48S 840 72S 042 42.5 843 7L4 6S5 U
<br /> iu d �Z
<br /> 7611 "SS 764 120.7 665 56,3 A2 107.E 662 825 7e2 80.0 dA TZZ 762 BP,B mms 642 7M 742 SM 67,8 762 02 613 40.1 762 1-S 602 41.3 782 W.9 597 =I 702 54.4 545 y � m
<br /> 2 7eM 1o6S 72b 2H.1 W4 Box 724 94.0 02i 76,3 724 f2.9 BMW M& 7S4 74.4 550 594 724 6M1 691 S3.4 724 CA S83 44,S 724 57.S 97s 382 724 54.3 SE7 =4 724 53Z S86 p Q 1 ^ •r•-
<br /> 90fi1 fine 647 71.8 483 SU 543 6a.7' 474 49.7 545 529 -m 433 543 4T.1 4% 33.0 543 428 452 34.3 50 ftu 449 So 643 34.9 436 2A8 543 --1 420 21.7 SO 30.7 42S 2 � a
<br /> Mtn 573 470 S83 4'7 473 47E 49,7 419 40.9 478 ZS2 412 35.E 470 294 4% 313 474 :A3 4D0 29.7 474 32.0 308 23,9 473 20.S 3M 7LS 47a 25.6 380 17,0 878 24.2 s76aZ>aa Ko
<br /> In h 40.3 277 41.1 B4S SaS 37J 34A 336 :MB 377 30A 319 252 S77 2e,6 325 224 377 24.9 321 =I =7 27.0 317 58.8 377 19.0 210 14A 177 77,t 204 - ti � r w n S
<br /> III In 3T.! 35T 37A 321 30.9 357 41.9 ale 26.5 367 27.6 313 23.2 a47 24.4 309 2016 357 220 US
<br /> %$ 3ST 2a.1 30f M1S,4 3i7 47.4 2.94 c, 1U 'X
<br /> a. x x
<br /> 12DN 2%3 308 22A 279 24.1 Soo 2E.4 214 21.0 303 SO 270 13.3 306 1a.2 267 163 306 173 266 F- � -
<br /> 1441n 77.0 2i2 172 1IS S U X Q
<br /> e h '� .y O
<br /> TABLE 6B ANCHOR CIWACRYADJUSlIMW FORMULA: c�
<br /> AnehorCa a03 Table Ibs a E r
<br /> ANCHOR CAP..,,° iP 8 m +-'�c-'3
<br /> Sbh4Vnlbi 2.7K Ca,ar4i4 35k Lnnn th7aaCMU Aa4a catu frf'Ktc4 N.C.ai (OP,,,)X{ }=ANCHOR CAP,_
<br /> 5ria•e. 174°ss a*SirEw iWsssm oi0cne4 412SW 412%lft MULLION CAP.",,,,,,,,° PRODUCT REVISED
<br /> AilchorCVPPattam9 7"'di0rryye a+ts^EbotLtsbon t/a9kouvrxm Ult-1 3M8"EfballtaacPn 1W61aaui9acrn Aonnc+asr Often Aam.SaIot 9a2wtG5)8cicw(^-a? svow(m USE THIS FORMULA TO OSTAtNTHEANCHOR
<br /> as CvrnPlyins with tha Floritta
<br /> Eap Olatnnso qnk i• 2-irx 1" 2.7tr 3•UC +• 2.1w S" I_%w 2+ 3•va" Y 0.4L• A.51' Aa24' CAPACITY REQUIRED'CORRESPONDING TO AN SVIlding Coda
<br /> btan4lintnt @i7. fJA• 1.3'A' 7374' 1-0t4' 2" 14N° 1.19, 1-4A- 1-1W VlW 14W 7 13r4" 1378' tOrlCa ACTUAL PRESSURE REQUIRFMlENT FORTHE NOA-No^ 'T7-OFj.�,O.D'S
<br /> 2 fNC1nM OD MIS'Nan,0.C. 6mC[ettlar OlnCf LOP F1P•1L2% 364 ba 0ft 4501. 8901ba 184410. 270 PA Maim 354IDs 7401ba 3740E flea lbs 9*1ba 341W 1 44211'3 680ibb OPENING,WHEN IT IS LOWERTHAN THE MULLION EcPlration Date 057t291202'1
<br /> aATWwn 68224't41n D,C,/slardEa(tMi3lbatJ LBP(810.3Y• 70P fen 7W101 330u 7ataiW asn. WA 5001n4 WA 030 ibo WA t601aa NIA wubs a851M t120Gs CAPACITY(FROM THE TASLE)DF THE SELECTED
<br /> BAMalfon®i.to'Win O,C.l Smnama(w04saq Gip{FiO.s� 6609x 14Wibs WA WA NW M'A 760fen N+A WA WA N!A NIA 13631U T77o 141 22<98a MULLION,Tf IANLL YIELDAMIP71MU31l M1CHOR Dy
<br /> 4 An=t43'=10A,w)__V.C0pa t(F� 750Da 7301. 58D9aa up 188aibc 540 ib4 5501ba WA Teoibs 740ibn BOOM. +Bmiba 682 m4 8651na 11201. CAPACrTY WHICH MAY BE USED TO QUALIFY retom+-D aPfvduct Centre
<br /> _ enncMtsQ Y?79�.O.C.1W 6An01a Chal�ri, 11701ns 11701" 1ap0les =UW 2844IDe 8folb4 BdD Pa NA 7f401ba 112216a 131a 10n 26361nc w221Y- i32r im 166A0: ADDITIONAL ANCHOR OPTIONS FROM THE
<br /> a Anen4n(90.4S1,4b.mc6 Iucm ww.126•A:rea,¢72.7R WA WA WA WA WA WA ILIA WA NIA NIA W0. rJA N/A NIA T430 Dn ANCHOR CAPAG71`/TAELE.
<br /> 2AnChnla g2$'M1tnr.O.C./F43b tiA.ek 353IDi 350 as 2804na 7051" 470Iba 1lL1 2600s WA 3f5pE NN aa00a NIA Sal lba 4t2f01 060Ibs
<br /> 6Anafwn 9?1.1S mh OSI Foo VIa.9k 4061os 7a0aa NIA NIA WA WA ZeDWa A t77A WA tAA DllA P3716a ee5 as 71201ba
<br /> NOTE:FOR THE OFFSET CLSP,US-.THE wAE ANCHORPATTERN AND ANCHORtIALUESAS THESTANDARD CLIP. -••� 1A00° �--
<br /> TABLE NOTE%
<br /> FIGURE 1: FIGURE21 FIGURE T. FIGUFM 4: FIGURES: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SH5ET26 FOR INFORMATION ON LOADING.SEE
<br /> �_^` �• ee ° ° o SHEETS Z•4 FOR GENERAL INSTALLATION M>:T"'r'IODS. ,11 iI
<br /> LYNry f•,�
<br /> ° • 0 2)LPlEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. y �'�a•'LiCEN.".f
<br /> 3)Mt1LLI0N AND MULL}ON CLIPS SHOWN ARE N07TO SCALE.FOR RWCTOIMENSSONS,SEESHEEiS 21-25.HDLES 4'000^
<br /> TO SEDRiLLEO 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW _^ No•58708
<br /> FIGURES: FIGURES: FIGURE71 SUGGESTED,APPRO)Q,MATEHOLELOCATIONS.
<br /> a�• a o 1 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 201 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
<br /> e e • r �--E...JI CONCRETE BLOCK UNIT SG SHALL CONFOALUMINUM B LB 60 TSANWOOD BEAMHALL EPRESSURE,25'THI DY$L'OW �- 125^ :Q�.- S titE i(L:
<br /> SOUTHERN PINEWCTW AN SG DF 0.55,ALUMINUM S}{ALL BE 6063-TBAND$£A MINIMUM OF;25'THICK STEI7. i�' • ACORID?'.
<br /> ANGLE CLIP(FIGURES S&8)MUST BE USED IN PAIRS. AND AX ALL ANCHORS INTGRADE
<br /> METAL SHALL EMNO AT LEAST 3 CREWNTHR S ONDTHEMATERWL'K10TEM TOBIZATLEASTA- i&K ~�✓�!�S70NAI"
<br /> 1r12 ANCHORS INTO WOOD MAY BE STEEL,IM S.S.OR 410 S.S. rxs'L11 A.(Y� N MIL,LE I,P E
<br /> StULLiON FL P.E,r ra8709
<br />
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