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Product Approval (3)
I - � I 181-E 1A I �' >, eV Muilan capacity Tablo buff?) Opening Wdfh(forverllcaly-spBrzirg mesons)or Opening Helght(forhod2arRa*SparNRg lr100m) Ili Sol. 701n Ho in 90 in I icOk 1201n US In 1601n p RatanWlar 7mNTdeng• Reeten0oier Ttepman9, Raclengler Tfadang. RmInn9War TmWd..w. RM0941u P7den9. Reelanpnar ffipndng. Rtat.a2ulx TMAM-e9• o; -13LZ><.1Z6 L-900 Leading Loon Lmdng (end�g Ladng Looft Coming RaednO Loaft lgnd(ng LWOW Luft leading Lowing WdIV. L. Lpadng oX C u9m.TubB 4. s .Manion 4Tdi� " a a "s a s g.�, a g s $ a. a x s.g 0 _ a � a �$ is a a � a aY a � s8 o cn:ca >: s�van� d sax a� � aa � 1 s a#,d� �, aa p 421n 111.91 408 129.5 332 93,2 40e 1fax 3x 7aA 400 107.E 021 69.9 408 10&4 3fg Eft 400 R4.0 MIS 65,9 405 1NA 319 Q.6 408 104.0 219 W.9 406 104.0 318 26.0 408 104.0 319 J 4211 74,0 112 01.19 29 624 312 734 252 SA6 312 07.0 248 4DA 312 032 24a 41.6 312 81,3 244 37.6 ]i2 d1.0 244 312 312 HL0 244 20.4 312 B1A 744 =4 312 eft 244 j 60A26In 63,8 241 702 2m 83.2 28t 61.5 ZU 45.6 eat 55.7 224 39.2 201 52.1 222 35A 201 00.1 220 ML9 2M 0.3 210 25S 3s1 49.3 210 220 251 491 210 2&0 201 40.3 219 " 3a .0 54 in 528 247 FIX 201 42.8 Z47 49.5 202 27-B 247 44.6 IDS 329 2A7 41.5 196 29.2 247 224 184 2S,3 247 30.4 193 21.0 247 3&1 191 /66 247 3&1 19.1 1&4 247 3&1 193 m C fl M e W61 38.4 2DD 4L2 179 no 200 3S,4 46a 27.4 200 31.5 103 24.0 200 2e.9 16D 2L3 200 27.1 160 102 20a 25.0 157 ISO 200 23.0 160 ¢�- c J 67 k1 01t lei 753 135 2T•6 161 30,3 l52 23.7 151 2&9 149 20.7 101 24.5 146 1&4 181 220 144 Sze-7 407 21.7 143 a 2i 60In 28.H 165 30,0 142 7A.0 165 2&1 139 20A 163 Zit 136 teA t85 2fA 134 72 to 222 139 23.3 120 t&5 139 19.9 Ila t&9 Ina Its 116 •� Ill� � �L'f] 70In I&9 US 19.T ttdl 15,7 125 18.8 107 co co �Z 761n M5 113 162 104 ¢ J "�-- .�-• Z ¢ = O TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: )¢ a Wo a'p All or Ca acl Table bit I fn cv' a ANCHOR CAF:,m,,,,� Howtml0: 2.7k Camrtto 3ACCom. HWW-U I Red CM PTWOM teatal (DN..)X( }rANCHOR CAP.,,, ( A+fB'Eka Im SSEko Virplao 1M Ss 19co etO sl.q 57251ad Bf26led MULLION CAP.,,",,,.,, 121 K Amb3rlypF 3'26•Eko tHOman 1waco Uamopo 3tte'Ekoullmon 1r4'Elao IllLneaP Y AnchorCllpPalteme 018xM A9gieG4tar lltlmaul Apgrcnator sanw(05)5orx(G5) samw(iss) USE F cq ¢ to Edoo mtdma Onh. I. 2-i2' 1• Z-Vr 3-sw 4 21dr 1' 2.1rt• 12' 3-ue• r 0,48• o.s4' DAW CAPACITY REQUIRED`CORRESPONDING TO AN U Emmdrnmt mk tar4• taro' 1.0r4• 1.34• r 1•u4• IjW I-IA• 1.114" taro• faro• r I-wr Sala• lariat ACTUAL PRESSURE REQUIREMENT FOP THE 2Anaw6�4]s•Mb1,O.G:181andmd or Otto)d(o fflg•tk ago me 3901w 450b3 Boole: 1B441bt 2101eo 2a0lbe ZMlbs Mlba 3741ba 6H41m a<B ibt 341>ti3 44x1m 360 nn OPENING,WHEN IT IS LOWER THAN THE MULLION < rA 4Ane0w3�t,16•Mln.0,0.rbmMad(arv=t1) 9p(Fkt,2Y. 480213 7D0let WA WA WA WA mo rm WA WA WA WA WA 5621bs Ba5va 1120Im CAPACITY(FROM THE TABLE)OF THE SELECTED ,g g0 4AMIM30200.0.0.1141111Arq ap.I lg.3k 78D1n1 7801w t1301b Ism Ioa 1BDa1w 3{01w 55o1m WA 780Ibs 7481w uolbs 16e21ba Mo. US tba 1120IN MULLION.IT WILL YIELD A MINIMUM ANCHOR &� 2Anchnn®OAS•tdfa,40.rU4]Ip,Inln 12e'Ndin.(FI0.4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 7151M CAPACITY WHICH MAY BE USED TO QUALIFY " 1AWW1-�11p(Fh.5); IB5iw 1951he 2250ss 4451bi H221w 135163 140Ina 177 mt 3MW 1871m 3321n3 47.Im 170 ft 22.11w 280lb. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anon-a M57 Ntl a.OJ Ptl1p(Pip.6j: 210Ib3 350 @3 N61 WA WA - WA 19o1M WA VA ;WA WA WA 3411w M21m 680 fm ANCHOR CAPACITYTABLE. NOTE:FOR•IN:()MET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. I , FIGURE 1: FIGURE2.1 TABLENOTES: VISED 1 SEESHEEr I FOR INSTRUCTIONS ON USING THETABLESAND SHEEf25FOR INFORMATION ON LOADING. PRODUCTRtithgm as complying wiillfieAtltida SEESHEE7524FOR QENERAL INSTALLATION ME'S}iODS. 1,p0p" Building Code Acre.pranwNo •021$•O 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS 1S ALLOWABLE. E 11 vela /jAyj FIGURE 3 MULLION)MON AND MULLION CLIPS SHOWN ARE NOT TO SCALE•FOR EYACTD(MENSIONS,SEESHEETS21-23. B7 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRES)RICTIONSSHOWNONSHEETS21-73. MiemS OPmduct ® ® 2.000" FTG(JRES SHOW SUGGESTED,APPROXIMATE HOCELOCATIONS. ANGLE CLIP MUST BE USED 1N PAIRS, 4)SUBSTRATES.CONCRETE SHALL CONFORM 10 AC)901 SPECIFICATIONS,HOLLOW AND GROUT FILLRD L •1`" CONCRETE BLOCK UNIT(CMU)SHALLCONFORMToASTMd90.WOOD SHALL BEPRESSURE-TREATED r iZ�•' O1:NSF �'' FIGURE:4: FIGURES: FIGURE6: YELLOW SOUTHERN PINE WITH ANSGOF,0.55.ALUMINUM SHALL BESO6Vr6 AND 13EA MINIMUM OF,125' 1 :- 4\ '. t�i THICK-STEEL STUDSTO SEA MINIMUM GRADE33AND,046'THICK(18GAUGE)STRUCTURAL STEELTO BEAT 1"X2•X.12S'MUWON o•58705 �• THE ICK 010 41236.0LORSINT S wo WOODMETAL AYSSHALL ExTFmD,1&8S. .01141T3SCREW7HREADSBEYOND ® � ® THE MATERIAL#10 8#t2 ANCHORS INTO SNOOD MAY 8$STEEL,1&8 S.S.OR4103.S, I A.LYNNI trR��.E. I 4 I _ - i f E 2A Mullion Ca ae 73ts(e 61ft1 � ���'� OpeningWldth(iorvedicawspannlrgneillons)orOpeRbig fig ght(rartarizon(6*spam'rgm+iNoru) �C � 5q in wm 70 in 601n 9Dk iw(n 120 in 1401n 160 in a Rwtart2utu Tmp'TIInn7. ReclaNWat TmP7rian9. 7belm39tbr 7mp'Idmp. RSel0a9uw[ ilapfdatq• Reelonwiar I TropfitlWp. RaC.e,V f TrallMmq. Reaiarcorar Tmprrdan9. wct vmaz TwIftoc, Recw4w r Tnptrd.V Y 0. %.3T6 Laadwg Lo"no9 Loft l.codtn0 L-9w twdcq imdno toadin9 LCodlte 102dcrp Loadilq I L-dlip Loft Lcadin9 LMft L4ac9n9 Laedbv 10adlnd Tube d�. a x £ 4 $ ;�- G fi k 4 4- tIL 03 o E a 8 as a i a 174 a a a a s LI a N ;-1 T-d 421n 174a em tree 405 15t.3 SQ 170.0 475 179,7 02 1170.0 505 113.6 682 169.5 81B IMS M2 189.E SIT DDA 882 10&9 S17 7E7 6132 166.9 Sir 64.9 652 161LB 617 6$7 SQ 18A9 517 W 401n tZ1.e SOT 13&0 419 101A 507 110,2 410 88.0 E07 10&7 405 78.0 raj 10Ze 315 6A0 607 90,6 307 Me SM DD,O 300 9D.7 907 99.0 206 43A w7 99.0 ON Me 607 8a0 39673 J � �SO.M in 10171 4S3 114.6 379 1 0$4 450 9A0 371 74.1 456 60.5 =4 869 4% "0 300 57.6 456 81A 357 Ste 4% 60.0 a56 432 Asa 00.0 Me 07.0 4Se 80.0 ON 314 456 Me 350 Lr v to 5410 85.4 1 4C0 93.3 WO 71.2 400 802 Re 61.0 403 727 322 83.4 400 67.3 318 47.6 4W 64A 315 427 400 623 314 Me 400 61A 313 WS 400 61.0 213 2&7 400 61.8 Z14 m o I- Sorn 623 M4 W.0 270 SU 224 57.5 47a 44.5. 324 61.2 264 38A 324 439 200 34.6 224 43L0 217 31.1 324I 420 2S5 26.0 374 40.5 253 222 =4 4D,6 253 10.5 =4 4$6 253 co y 8311 618 294 5TA 2SZ 44.8 294 4A2 245 3&4 2M 4&e 141 me 294 39.11 237 29.9 294 3T.i 2s4 20A 2M 3S.2 232 2L4 OX 33.5 230 181 2M WA 230 1AE 294 M4 Zdll ,J 6810 49.5 260 45,6 We 3R0 255 42.4 2Z 33.4 20 W..5 221 292 260 34.1 Z5 2&0 280 31.6 215 23.4 2%1 20.8 212 10.6 260 2so 2!0 16.7 2se 27.7 2[B d45 268 27.7 Z y> m 72M 38.0 225 379 JD6 30.0 225 322 191 2S7 225 29A 168 223 226 25.6 185 20.0 215 236 11L2 1&0 2751 27.1 180 16.0 275 20,3 T77 129 226 18.6 176 11.3 22S 19.6 178 11J€' stil 7Sk 3D.tf 202 1320 177 21.6 20i 27.2 173 21.9 2OZ 23.0 170 102 202 215 t 7 170 2DZ 19.7 i85 .ib3 2021 18.4 1w 129 207 10.7 16D 10.9 202 16.9 t58 6.6 202 15.8 159 J a-Tgs oz 78w 25A 12 Me 11M 1$9 !12 12 2.0 162 7.7 92 19.7 159 15.7 le is$ 1.6 log 1 1S 10.1 5 14.1 ISO 5.9 1D2 14 150 F•- .1 .In 1e.51 2 � 4 1&0 144 &8 r =) Q O 981n SE2 IV 16.0 113 1 A �Z O BLE2B I ANCHOR CAPACITY ADJUSTMENYFORMULA: y 1?6n Anebor Cmaclty Table Vbg I (ANCRI1'11 .,,,,,,,,� X b3bilml5: 231ce-ml. 3SkCaa. It."cuo I FMdemu PT Wood malal (D_)X\\ aANCHORCAP._ � X 51t6•Ew V4'3SEc0 H1s&A 110ME1w 410atod #12Siebl 012Swtl MULLION CM,,,,,,,,, �, y y AnohorCiipPatteme AeDarTypo'0000* munmcon llrrko00mwa Ol1B•l:IwIDtmwn 1b1•Ecoullmaun U X ¢ O O UWn6con Awmgkw Ryon AwaGamr eamw(Ga73.=(a5) S.1w(G6) USETHiS FORMULA TO OBTAIN THEANCHOR E47o01smaeeft2.112• i• 2-V7 3.116` 1• 2-ih• 1• 2-0m 2 3•!t6• 2• a49• 0.5v oa24• CAPACITY REOU(RED•CORRESPONDiNGTO AN a§� y co EmblWornl2 P. I v4• law 1ar4• v 1-V4• t-ia- 1414• •-11C +.ur i-IA' Y tar8• i3te' laden ACTUAL PRESSURE REQUIREMENT FOR THE ZMa1nm94.76•I41a,O.G.J8rondardorD7Cat Q¢cmcF 1 3Dws 450192 3ro. ISO Dn 270 ws 2w lbs 3541ba 74DM ar4lDs 65a ws 045ib0 M1. 44215s 66Dim OPENING,WHEN IT IS LOWER THAN 7H&MULLION 4Anakxegl.ss-14L1.0.Gesimbrd(arollwR (F70.2X 70' NIA WA WA WA 3wma WA WIN WA WA WA mzft B45w5 11201bA CAPACITY(FROMTHETABLE)OFTHESELECTEO4 An U$C9w W4,o.c rtzl2xsA+�am ta(n7 IFV-3): 70oW B6o ten 15601Es Mr. 540W 5wroc WA 700nd 745ws Mlba tM2 tbt 8821m OSS Ins 1120 tw MULLION.i7WILLYIELDAMiNIMl1M ANCHOR 2A1enam 9C,45bftQGJ Ualq iDla_1ZrNo..lFq.4k WA WA WA NlAWA WA 1(01 NX WA WA WA WA NIA 715ma CAPACITY WHICH MAY BE USED TO QUALIFY 1Ambor(Fcnp(Fw.5J: 1041bs 725Im 1451m i ltn 1361M 14010. 1t71bs 070lbs 1070+ 3321b, 4731b. Wows 22116s 2BDID5 ADDITIONAL ANCHOR OPTIONS FROMTHE 2Ananu4 01.15•MI4 Qt7J FC05{R9.0y PC)IDS 350 ens WA NA NIA w iw los WA NIA NW WA WA 341 ws 4421as Sw 0a ANCHOR CAPACITYTABLE, OTE:PORTHE OFFSET CLIP,USE-fHE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I L J� RG�UREf ® FIGURE 7ABLEN07ES 1 BuldCROLrpCodw�� 7)SEE SHEET 1 FOR INSTRUCTIONS ON US)NG THETABLES AND SHEEP 25 FOR INFORMATION ON LOADING. ® BEE SHEETS2.4FO;t SFNVRALWSTAL(ATIONiMETHODS. ^•� 1,000' F--- AcaptaBnccNof Fxpimt(on Dale •�: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. By FIGURES: � Miaad CTmd001' 3)MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Z000• !1 I t ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS2123. �v Ar FIGURES SHOW SUGGESTED,APPROXIMATE 130MWCATIONS. rrr� ANGLE CLIP MUST BE USED IN PAIRS. ISPECIFICATIONS. �� �'' ,-1CSF'•�C�p'� 4}SU85TRAT'ES:CONCRETESHALL CONFORM To ACI30i HoLLOW AND GROUT-FILJ.ED Ln5' .CONCRETE BLOCK UNIT(CMU)SHALL CONFORM70 ASTM 0.90,WOOD SHALL BE PRESSURETREATED { �''• No.68705 FIGURE4: FIGURE5: FIGURE6: YELLOW SOUTHERN PINEWITHANSGOr0.55.ALUMINUM SHALLSS6053-TS AND BEAMINIMUM OF.125- THICK.sTEELSTUDS To BE A MINIMUM GRA62413 AND.04S'THICK(18 GAUGE).STRUCTURAL STEELTO BEAT VX21 X.3751 MULLION LEAST ICKANDA36.ALt ANCHORS INTO METAL SHALL EXTEND A7 LE0.3T95CREW7NREAD5 BEYOND ® THE MATERIAL 410 ANCHORS INTO WOOD MAYBE 5JEE1 18 B S.6 OR 410 s,s. rc I: ;=�n S C- , A..LJY,FJN ZONAL F E. +I FL P.E.458705 I I ' _ I , ' I I P J LE 3A A 2+ Mullion capap Tabla(lbs](1) TO Openlngwtdth((r"r6calq-spansMmlinolts)orOpen(ngHeight(forMdimta*SparzrgmlillonS)ftg OON 70In BON gain 1o1in 120 in 140N twindet Tmprld¢n0• ReeNRgelar 'aoprivicm. RDolan94a1 lfnplTAnn0. Rtetnnolter aaPminO& 7apf81to0•c2.76XD Loadn9 Loadln8 L=Sng 10401D L0309 Loaav t0adng L9adng I lmdln0 icadnD LA¢dn8 L9adnD lA3dn9 lnadt0➢ I-An0 ; pc o 04 To u _ $ v g s g� 511 £ l � s L g to ti 421n 170.0 B2o 17D9 435 170.0 744 170.0 475 170.a VA 170.0 508 170.D 974 170.0 319 170.0 111E 170.0 62f: 1T6.D 12Aa 17MG 521 148.7 13at 170.0 621 727.6 1301 f70.0 521 1lL5 130! t70.o $2! z � 04 48N 570.0 700 170A $T< IT0,0 650 170A d84 i70A D92 S70,0 030 170A 1133 170 1 BB1 151.0 1139 170.0 677 130.6 1509 170.0 630 113.9 1129 174.0 ma 87.E 1139 170,0 gm 3SA 1t39 170.0 Ban 50.7Y11n S10.0 TdT 170A 5S3 170A 690 170.0 011 t6Z6 1032 170,0 W4 146.E 1002 17D,0 723 130.5 1032 Tn.0 747 11Lf SD32 170.0 756 ff79 ion 570.0 756 L" tm2 170.0 750 734 JIM VIA 750 � � p 541n 17d.0 79T 170,0 Bt2 101,1 067 170.D 8➢I 1362 B0T 184.7 730 729.D 96T 152.E 720 107.6 507 149.0 714 Me ➢07 141.1 711) 90.6 NY 110,0 709 69.1 NT (40.0 709 150.E DOT 140.0 709 - m o � (O 801n 14L! 73S l31.5 B26 1179 ?35 130.3 6t] 100.8 755 116.0 6B9 6A2 735 IM2 690 78.A 7a5 29.E 683 70.5 73$ 95.1 678 66A 735 01.9 574 60.4 nS $1.8 6'74 44.1 735 91.8 6!4 }•. J Ba N 5249 BBB 134b 670 1" fee 111.6 557 01.0 660 9a9 54T 762 666, 90.1 5W 0T.7 M 039 531 W.9 666 723 626 50.6 660 75.8 521 43,E So 75.8 621 38.1 6w 75.6 621 U I ecin SDBA 607 1124 SYY 88,3 907 88,1 51t T5.7 60T mc? 801 W.2 407 77.! 493 55.9 `697 71.5 4W $7.0 S61 87.E 451 442 807 BS.4 47e 37.9 Sm 0L7 4T4 0311 Sol 027 474 g 72N et.6 BSO a5,6 445 88.0 St0 T19 434 58.9 t0 VA 420 51.0 5W 57.9 419 45A Sill 63,3 413: 4D,6 $10 S0.0 404 34.0 510 43.0 402 292 510 44A 099 25- $10 449 39g Se ' 5 76N 60.4 4W 72.5 d00 67A 45a 01.7 9B2 49.E 4% 54{ 385 4S4 45a 45A •37a sae 456 4C6 373: 36T 459 41.E Wl 2a9 4W 37.7 R2 2,L8 458 Me 359 2L7 456 25.T a55 J .--1 n:2 E Q or 7Bln 64Z 435 UX SO[ 67,E 435 Sfi.B 373 46,9 415 49,E We 40.1 435 44.T 260 35.1 435 40.9 355. SL1 454 33.1 051 289 435 35.4 344 229 416 3241 24S 20.1 435 322 340 tbN 45.8 327 43,t 290 31.a 32T 38.5 265 29.9 327 3M.5 2aa 2LI =u 2a.5 276 =2 327 252 171 209 227 25.7 250 V.4 327 21.0 282 t49 327 19.3 ?b8 Z � Q m � 86N 74.4 2aT WA 26! 20.T IB7 2B9 232 24-6 287 240 246 2L3 287 Z1,1 214 19.1 287 20A 240 IIA 297 (9,3 237 14,{ 207 189 ?7X }a•• P').•Z rA O tpFr IWIn 74.2 227 24.7 205 20,2 22T 20.a 201 17A 221 i8.0 S88 16,1 227 1" 195 11731 22A 2i3 277 t9{ 1$.8 213 19.1 19t 169 215 teb i6B LU �:L> N 5 Y 1MItn 175 16S 17,9 SB7 U Q O O ABLE313 ANCHOR CAPACITY ADJUSTMENT FORMULA: aBr z m Cr7 Anchor Ca ae( Table Osa I ANCHORCAP.,,m„ gy ��0 sutawta 7.72 mx-it =seas, H¢86acMU 1 FifadCMu PTw0M MaN1 (DP„)X(_AN ANCHOR CAP.,,, g �mtL� y(g Eke v4•ss FJea-1-- 119 8f¢0 us ss E1¢n alDsmm al2sfael 9lxsleet MULLON AnehorallpPa)(ems A¢bmT1Da lie F�e081meon tN EleOunraDen Nweon 91a•Elsbt59acOn 11PEkol8nlem A991lc¢1¢r LNma6n A0amCWvr Somnt126)senw(G5) scfew(Gs) USE THIS FORMULA TO OBTAIN THE'ANCHOR Saw dcluna(ek i' 2 frz 1 2-vX nia, V 24r 21fT r a vrc 2• 0.4a 0.64• D.a2r CAPACITY REQUIRED'CORRESPONDING To AN Embtdmml ED* fart 1314 1.314• 4-0fr 2• 1-u4• -Al t-ur 1-1R• 1-11v t-trV 2' t31g talc W&S ACTUAL PRESSURE REQUIREMENT FOR THE 2 Axhas gt75'M➢�O,G76NndnN 9rOl:selCap M. 39otto 39DI� 4W Ws BeOlbs 16441W 270Ra 2e01bs In+ 7m ies s741aa 6e4Iw e4e ma Sdt les uxi6a s60ma OPENING.WHEN IT IS LOWER THAN THE MULLION 4Ane8cla LiG MN.0.G.15lsndord(oTOmtV GgP IFig•21• 480n. 7DOIb3 WA WA WA WA 3BONs WA WA WA WA WA 6821bs e9516n 11206u CAPACITY(FROM7HETABLE)OF THE SEI-ECTEO 4 Aae0ds@5•)An.D,GlTA2LSAn01¢(71p:7649.35 T00Ibs 7e0 fm =Lft 155a 1ba 18961bs 540 Ns 560Its WA 700 Ns 740 Ibs B60lb. 1E92Ibs WZ lba ae5fba 1120®a MULLION.rr WILL YIELD A MINIMUM ANCHOR 2Afn801a 046•MN.0.0.IU4xy,EnN,125•NOm,lFk.4L' WA WA WA WA WA WA Not WA WA W A WA WA WA TI CAPACITYWHICH MAY BE USED TO QUALIFY 1 AnehOrlFClip tFla•s): 19sIW 195 Bu 2J5lbs 4451Ds 822 N. 11s Du 1401W t7716s 370 mn 757 @a 932 Uss 4731Ds 1701m 291 Ra 2➢0 Las ADDITIONAL ANCHOR OPTIONS FROM THE - 2Ancholc®1.7S Mb1.0.GI FC11p IF70.B1: 240 N5 3501Ga WA WA A WA S90Its WA WA WA N/A WA 34116a 1 441 R. 1 5001bs ANCHOR CA PA C IT Y TAB LE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C__>CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEE724. PRC)CDUCI'Rw lED ho nr 9amp1yl05 with INl.`711047de IIogdingfnde a.��• FIGURE 1, FIGURE2! AeeeptaueeNto fl3 TABLE NOTES: BxpnaGoa D9 to �p$1 � � --i 1.000` r-•® ® ® 1)SEESHEETi FOR INSTRUCTIONS ON USING THETABLES IIANDSHEFT25FORINFORMATIONONLOADING. Oy 1 deYt0d9cttbapel SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, �t\\t FlGURE3: 3)MULLIONAND MULLION CLIPS SHOWNARE MOTTO SCALEFOR EXACT DIMENSIONS.SEESHEETS2i-23. 21 60• ` .��: t,(CENSg'-•,FifD j ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS; ED FIGURES SHOW SUGGEST ,APPROXIMATE HOLELOCATIONS. hlD,=G705 •'7f ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM To AC1301 SPECIFICATIONS.HOLLOW AM GROUT-FILLED „• - CON CRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.80.WOOD SHALL BE PRESSURS•TREAT50 375' ;.0 FIGURE4: FIGUR55: nFIGURE 6:: ----1 YELLOW SOUTHERN PINE WITH AN SO OF0.55,ALUMINUM SHALL BE610.75ANDBEAMINIMUM OF-i25` %O'. � r/C�I II 1I SA) LEASTAWTHICKANDASTHir,K.STEFL STUDS TO .AM)NIMUMORADE Mf-TALSHATHICK NDATL18 ESTas REWT S7EEL7 E ON 1•X275"X.375'MULLION U� ?... .... LEAST.126'THICK AND A36.RLCANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %IFS „-, ® ® THE MATERIAL.#10&B72 ANCHORS INTO WOOD MAY BE STEM,18-6 S•S.OR410 S.S. FYL P. 56705 I i - I I - I i i 4A Mu1SanCa a0 Tabla Iba7ikl I w�.^�.�� � Opo711nU11Yldth(forvBtticaUy�apsmltgTALMO s)oropaningHolflht(forIv6wdzEI*tparc{tgmitons) 50N so in 707n 80TO 90N , IDOI. 129In 140in 180IA '�p Raatan901v'' Tmprtdo,q. Rect4n9dlr TmyTAany RDolmpder rtaprmana• RaclaOodar Tmp'rAatlw Reela1401ar TN'RAan9• [?ea7ongd Tml4htan0, Reclan0ulnr 71a{4TA009, Heetanputar T�Op?Aan9. RaalanQafer IhMtfml9. qg Fb 78x 1eadno L"ft L aaa WadnO I.O ftir l0adnp tnoda9 Loadne LoedNa LeOdrd Laadno i u ne Ieadm9 Loadno U'25 (cadn9 LaadnD Laodoa 8Y Qrn TO x x ,� r a z• x r g r gd^ ;a a• s 21 Al � a ; ,� �' a g � r ti7 a m n a •°^ g.• •a a.. �.. a... "a Al Is � $ �• � sto ��. � $� � �� �� � sa �o a u n u o o v +_ u 8 ue G ov i a.o u o9 s� a cSc d`ad � a � a< � �a �� .� �a � a LU J O a Fy 42h 174.0 620 A0.0 135 170.0 TIA 170,0 478 V0,9 808 1f0.0 goo 170.0 9B2 170,0 618 170.0 1118 170.0 621 17D,0 124D I1T0.D 521 17a0 148E 170.9 521 158.7 1820 170,0 521 130.E 1610 17a0 52l J 451- V0,0 706 170.0 SU 170.0 550 1 17UU 1 5% 170.0 B02 170.0 WO 17111 1133 170.01 dd1 170.0 127S 170A 8l7 170.0 f417 it70.0 660 141.7 1417 170.01 WD 121.5 107 179W 1 630 i=j 107 170.0 S80n co 6( T 50.MSI1 170.0 747 170,0 $0 170,9 990 170.0 0t 170.0 104a 17U 684 170.0 1195 170.0 723 102A 12M 170.0 747 148.3 t206 IV0.0 758 121.D 1233 170.0 756 t045 17W 170.0 T49 al.( 12ae 170.0 758 U.i 641n 170.0 791 170.0 M2 170,0 V5 170.0 091 110,0 1i7B 170A ,784 160.7 1130 170.0 8W 13%9 112D 170.0 MY VIA 1130'110.0 a 100S H30 170.0 661 W.1 it00 170.9 001 763 1136 170.0 58t OON 570.0 665 1710 741 1485 91s IGU Tot VS.5 915 1445 740 ioax 015 to23 rs 117.6 916 122.0 79 47.9 915 HIES 720 73,2 015 114.4 715 MD al$ 114.4 715 64.8 B15 114A 715 83In 151.8 d30 1df,0 710 126.5 We 130.9 594 1085 630 1232 91 94.9 WO 1TL2 670 84.4 e30 104.0 8B2 MU 870 90.4 d5o 83.2 WD 94.5 B411 542 33D 94,1 049 47A 830 94.1 849 LU 90N 131.1 T67 140-0 0517 tiU 75r 110.8 636 04.0 757 TOES 824 9i5 TV Bd.1 814 WA 757 50.1 608 06.0 T57 842 000 55,0 757 72.0 503 �47,2 T57 76.2 01 41.3 757 79.2 591 z a. a. 721D 101.1 BA 108.5 552 $4.8 838 91A S40 727 e3O 50.1 520 B10 S08 722 521 us 838 68S 514 •60X 866 M.3 SOD 42.4 60 67.2 500 35.2 &M $5.3 AS7 11.8 63d S5,2 497 z 741a 88.5 $71 90.4 404 72.1 511 781 at 8. 671 51A 478 Slf 571 too 4Tt 48.0 571 7S.5 4% 4a2 671 $1,$ 450 08.0 Sri 47.0 451 W.9 571 44X 44T 21.0 671 44.5 446 79In 60.0 6(2 82.4 474 68"7 542 70-8 A95 57.1 542 12.1 458 Sae 542 557 440 4l4 542 S1.0 442 40.0 6V 4T5 427 33A 542 QD 429 20.5 512 4D.0 426 20.0 642 40.1 423 DD le ELI 407 53.7 WI 43.4 407 444 OSS 372 407 W.8 349 325 4O7 35.3 243 2aX 407 32.1 338 28.0 407 29.0 334 21.7 497 281 32r 15.11 407 24.1 37L t6.3 407 22.0 318 Q 1t1 s�� � 931n 47A 356 44.7 320 35,8 355 972 314 397 356 324 309 26.0 358 20.0 304 210 355 261 WO 21"5 391 24.0 295 11.0 $58 21.0 289 152 ass 10.2 284 p EQ ao talk =I 2&1 20.3 255 25.1 283 M 251 21.5 2W 215 247 15.6 20 19A 244 18,7 2M 18.0 240 IrM 2Wj 1pk 237 co XH o 6 w il{N 27.8 2eY 28A 242 27.1 2W 2a6 238 10,8 2cT 27.6 735 17.3 2B7 t8.3 221 15,4 28T 18,5 278 i N y 1201n 22.0 228 2L3 2D8 18.3 229 19.6 20! 15"7 229 182 2D2 U X G O O 8LE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA; D Y �m050 AnehdO Can Table 60 ! ANCHOR C.4P.,,.,,,,,v Sutalmle WK C=46 3.6xcaw. ROapx a4u I Film emu Prwaca Malo1 (Dp,,,)X� )=ANCHOR CAR., Slts•ELv 114.89 Ep0 5J15•l900 1+4•SS Elea 010 e+ecl O12S[oal 8128+ed MULLION CAP.,,,,,,,,, a MchOYCbpPatlOMa Andua7ype 3116'Eko171Meon v4'EkoUl9acm 3710^EkeUllrovaa 1/4'Ekounlaca( U:Dxan AoelaGotor UWe4on A9plat9ater screwl0s)senW(G5y spo9(GS) USE THIS FORMULA T0087AV4THE ANCHOR E09e ac+araa 0nz r arr4• r 2.1a• 3.va• 1• &1a' r alrz' Yi 3-vv r 0.49• Dac as24• CAPACITY REQUIRED"CORRESPOND)NG TO AN Enipoda+col nnz 1a14• I-N4- +ala• 1.114• r 1 ir4• 1•v4• 1•ua• 1•v4• S.v4� 1-V4' r 1am• tam• wAa4 ACTUAL PRESSURE REOU)REMFNT FORTHE 2Att<8ora404,7d'),th o.R(S(mgadar0f1d Clip Q-7a.ik 090 Re 39D 163 d50 A0 89004 1B44Im 2701» 2801tb 354me 74010a 37416E 644UA 0(6t0a 34T m4 442tb4 b5D16T OPENING,WHEN IT IS LOWERTHAN THE MULLION 4Anabm Q1.15'Mh.04.1 S=Wd(Orozg)cup lPh.2k 4BOIW 700 Da WA WA WA WA =0lb3 WA WA WA WA WA 8621b6 8051 11241ba CAPACITY(FROM THETABLE)OFTHESELECTED 4Anr1ara�3•Mfn.D"o./1�2[5 Angie L11psl tEk.3C 7001ae 780 Ws 06ow 15801b1 100E Iaa 54o lbs WE% WA 752 The 74a lbt De07t9 fe821M 60216E 8B6 br 11209u MULLION.ITWILLYIELD A MINIMUM ANCHOR 2A1CDGc®a45•hrin.0.4/U4lip,inl0.12SAhun.(FI9.4): WA WA. WA WA WA WA WA WA WA WA WA WA WA 71610: CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ana8arlF•GUp tF19.57: 1551ba 195lb. ME. 4450u sufbs 135ms i4o Do 777 no woo 167 on =lb; 473% 170lba 22111x 29 We ADDITIONAL ANCHOR OPTIONS FROM THE 2Anah0u 491,16'Mh.O.CIFg190.79.or. 2AOIW 3501b6 A WA WA WA 19DJbs WA WA A VA WA 24I Ihs 442161 5B0Ita ANCHOR CAPACRY7ABLE OTE:POR THE OFFSET CUP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLiP. PRb40UCI-RSVJSBD CIRCLED VALUESARE USED IN THE EXAMPLE ON SHEET 24, as aamplyiosuilh tho tTtaickl B0ildinp Code jl'o^b S j"Cxs FIGURE1: FIGURE2: TABLE NOTES: i A=pt,;w No tour '•'- 8xpbaIon Date j7 C11 ® ® 1)SEESHEETIFORINSTRUCTiONSONUSiNG7HETABLESANDSHEET25FORINFORMATIONONLOADING. ® SEESHE4TS 2-4 FOR GENERAL INSTALLATION METHODS. By iam"\`doP� c} r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABM 11 J71 FIGURE 3• �` .•••'••.�C �i 3)MUtUON AND MULLION CLIPS SHOWN ARE MOTTO SCALE FOR EXACTI)WENSIONS,SEE SHEETS 21-23. 2750" :�'��: �,1GEt43(;"'•� :� HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 0 FIGURES SHOW SUGGESTED.APPROXIMATE OOLELOCATIONS. "T+` Mo.B07DS ` ANGLE CLIP MUST BE USED IN PAIRS. 4}sUSS7RATEs:CONCRETE SHALL CONFORM TO AC)30f SPECIFICATIONS.HOLLOW AND GROUT FILLED a.•�G CONCRETEBLOCKUNIT(CMU)SHALLCONFORMTOASTMC-SO.WOODSHALLBEPRESSURETREATED a2i 0* ^-O v t1A VO RGURE4'. FIGURES: FIGURE6 YELLOW SOUTHERN FINEWrrHANsooF0.5$.ALUMiNUMSHALLBEGOW-TSANDBEAMINIMUM OF.125" '%O ' s7 F 4 THICK STEEL STUDS TO BEAMiNIMUMGRADE33AND.046"TRICK(1SGAUGE).STRUCTURALBTEELTOBEAT '�4`�'•.r[OR1Oi•,:'�;�' 4D ® LEAST.AWTHICKANDA3&ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST'3SCREWTHREADSBEYOND VXz75"X.6501MULLION i �ir........ THEMATERIAL.#to&ai2 ANCHORs INTO WObb MAYBE STEEL,18•S S.S.OR410 S.S, 111111���111111 ' rI7U II7Itl11 1. A.LYNN MILLER,P.E. PL P.E.#58705 I i I " I 1 I I • Y I I ' LE 5A � q Mulnon On ar Tabio b311tz Oponlnp WI4fh([orwlOcawy Sper1 Tvi illons)or Opening Ha18ht(forIvfiio0a*spmTirgmtl9onS) tol., n 60In 701n 8091 90N 1min 120N JANA 1601. �1'S'p 7rap7sWnD• Ra9len9War 7laptidmq, Roolanaw -rI*rwwV. ReganBolnr 11aprTum, Raetmpbar TSp7Tdotg. A9alanatlerl Tmpf9tonp. Raclan9ulu TD1YTden9. RaolenBular Tap7T88np- RoelBnWlar 7Ia9TD10na 4 ... :3.72b"% IDada9 laadna tnsdn.9 leadn➢ fAadn9 tmdny L."Qu Irndl09 L-arc I.o9d0B l Loodog Lmsft Lowing Lwrn9 Loadno LoadnO Lmdng gx V s a a a z. .a �• a p a a a b a L' 6'AIufA � � � n v � a � � £ � � a a a'f.. e � '� a `a..� � " TO uCi G Ga c o•o a u ZY•o o v cS o d•e obn4o • 00occiia €� £ r fi l e <� a 8 7 gb e <� �� eb _� �• �� t s� 11 _� b 3 z Se1e o dS Rdw bFa 31� $fe dux �z &x 4f4 5� s� a � da ao s'o as _ e r a $0 0 42N +ro.0 H2O 1740 43S IMO 744 ST0,0 478 170,0 $OB 170,D SM 17AX 9e2 170.0 S1D 1749 15SB 470A 621 ST0,0 12t(1 S70.D 621 17DA 1485 170,0 521 I= t735 170.9 621 154.4 1802 17OA 521 j 48N 5740 709 170.9 =4 170.0 1,950 17a.0 684 170.a 992 1740 810 77DA 7733 1740 SSS 170A 1275 170.0 077 120.0 1417 170.0 WO 151.7 1517 170.0 5N 135.1 1577 S70A e80 i18R 157J 170.0 680 � K u 50.mSIn 170-0 747 170,0 SEJ 174D 895 170.0 631 ST0,0 +Die 170,0 eU 170.0 JIBS 1746 W3 170,0 IMS 170.0 747 170.0 1494 170.0 760 141.7 1496 110.0 768 121.E 1495 $70.9 768 1oB,3 1495 110.0 7-% -�$ 541n 17a.0 7B7 1T0,0 812 1TOA ose 1740 SDI t70A 711H 170.9 764 17D,0 1276 1744 503 f841 1401 f70.0 827' 14BS +44(1 1740 850 124A 1401 1749 MI iDP.5 t4u1 17DA Bet D3.4 1401 1740 Bet IYl 0 0 to BON na,o 8B5 1740 701 1IDA JOBS 1740 707 1685 7166 ]70.0 aT5 138.7 ii6a 157.0 029 12D,0 1158 i5B.6 87T' 111.0 115H 148.7 910 02.5 liM 144.6 003 70.3 1168 U4.5 AM 40.4 1158 144.6 900 1-• 511n 170.0 93D 170.0 745 15$B 1049 170.0 B50 137.0 1049 USES O60 110.8 1040 141.7 848 SOBS 1048 I= 81H 95A 1049 125.E 825 7" IU0 JI92 829 B5.5 1049 115A 419 5➢.9 1049 118:9 Bf9 p 8BN 185A as$ 110.9 780 139.D 9S5 191.3 804 110.1 065 13%7 708 W4.2 955 121.4 776 925 955 112.5 7BS 83,4 D55 108.4 757 89.5 05S 02,8 To 50.0 B55 a.1 748 52-1 sw 08.7 746 z 0,F 7' i 7218 1285 Bm 134A 997 107.0 BOS 114.9 582 01.3 303 101.1 Sto W.3 003 91.2 050 71.4 = 53.0 u49 S42 903 70.E 842 53,6 am 722 B02 46.9 503 69.9 020 ADA 800 B9.T 027 � tl)� ^Z 3 781n 109,2 721 114.1 eM 91.0 721 B7.0 Bill 78,0 12f 85,1 805 58.3 721 10.5 68S 80.7 721 70.1 no 54•B 721 85.4 57A 45.5 721 69A 640 39,0 T21 %6 584 31.1 721 56.1 6BJ TO 101.0 684 IOSA 599 B42 M4 80.4 687 r22 SM 78.4 US WA 084 70,4 607 56.1 e34 UA 556 60.5 W4 50.1 $51 42.1 B84 61.1 $41 W.1 a" 51.3 sm 01.0 am 60.8 534 90N &5.4 614 61,9 AM 54.8 514 57a 440 47.0 B14 60.0 MO 41.1 514 445 AM 38.5 S% 40.5 427 229 5f,4 37.3 421 2T.4 614 33.0 412 W 614 20A AN 20.8 514 29.0 403 � v1 sZ W N 542 452 55.T d04 AS-2 4% 4-0- 30B 38,7 4SZ 50.9 390 31.0 45'L 38.4 20f 30.1 {52 329 3T6 ZT-S 452 S9,J 37J 229 452 209 3B5 18.4 452 24.2 J59 10.B {y{ 2Z8 SSS -- S�- S05N 391 357 38,9 322 01J DS/ 327 317 272 357 284 3i2 Z.8 D57 0.2 305 7.1.1 SST 27-7 303 1D.D 357 20.11 299 15A 351 ie.0 283 13A 35Y +B-2 287 +1.0 357 15.0 2m wul � _ III In 35.1 335 35.B 200 2R2 3S8 31.1 301 25.0 338 291 20B 21,0 330 - 2p2 19S 334 248 288 17,5 32B 14D 284 14,0 SW 146 278 t9S 335 t4,B 273 11.0 338 13.9 289 tY (rj t x 1201n 27.7 200 28.2 213 23.1 289 23.7 259 198 569 23.5 256 17.3 269 18.1 252 ts.4 288 +63 2.49 13,0 2E0 14.9 246 11,B 25B 125 240 0.0 280 71.5 M5 87 ?80 10.4 232 r fl O 'AiiLE5B AnchorCa Scl Table tan i ANCHOR NCH RCgp S7MENiFORMllL0. � a slBSDetfc 21X raoelde1-211Z8.11w cmt H.W.cmu I FOed= woos mad (DI1_)X1 )-ANCHORCAP... T$T B1eoDars Saov4•SSFleo9t0S104R123l�t 1112siodMUWON CAP.,,o,,,,,,AnchorWI)PAUDm0 a'T/PC 3IfcEIfOIIIlfeem 1fd'EIcormon INIA 0 UOleam V4•i,eounracm A9gts;aInr uffQm AmfeGalw SLM*(65)SerDr100 strewM USETHIS FORMULA TO OBTAIN THEANCHOR 1• .1nr 2-vr 1• 2•ur T 04r x BLAB• 454• D.3w CAPACITY REQUIRED'CORRESPONDINGT'O AN 13'4' 1314' r 1_vs to/d• +-v4• Iva 1-vr 2' I-W tys ,anes ACTUALPRESSUREREQUIREMENTFORTHE dOIDel L7p lt70.1 4`AIN 44 Jos VODS 354 7401DS 37411D3 W1. 9461a1 3411DS 2e :sums OPENING,WHEN IT IS LAWERTHAN THE MULLION 4 Areaefs 01.15•Mh O.v.mo mIwuH09C0p 4RB2p 480IDS 7D0Ita NIA IA 380 ros NIA WA WA WA WA FB216s B95IDs 177A1ae CAPACITY(FROM THE TABLE)OFTHESELECTED a AIGM6 gYMla o.aIm-Ara-ps/iFf0.9p 7B01D3 7E0fIE E80Ins 81as 5WJDs 7fIA ]601aS 748 ros 800 Ys: 15➢29G 1921Ds BBSIDS 112D IIA MULLION.ITWILLYIELOA MINIMUM ANCHOR SAK0.d.S'MN.0,61V-C9p,NIo.124A1Om(Flp.4x NJA NIA WA NIA WA NIA WA WA fOA WA WA WA to7a lDsWHICH MAYBE USEOTO QUALIFY 1 An=rf FC0p ➢.5T ta11Ds 1951Ds 2m InS 21m 1d0ltn 17/ros 3i01ta 15T Ins 392Ice 473IDs VoIns 221 to 2e026 ADDITIONAL ANCHOR OPTIONS FROM THS 2Anuus4ll1.1H'MInO.C7FCBp(R9.5Y 240IDS 39DAx NIA NfA 1D0R4 NIA WA RA WA WA 341(as AA21bs f3'OIDs ANCHOR CAPACITY TABLE, ,TOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTR&VISED a1oDlsmlyf 1ius 0:0170sida F•i.000'"I Buildin.M1,1 FIGURE I: FIGURE2. TABLE NOTES: i AWe9ptIM P.I. ID110n pel T-7� 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON SHEETS LOADING.I J- By ® ® SEE SHTS 2-4 FOR GENERAL INSTALLATION METHODS. Mi D�I 11 I I I f 1\1 2)LINEAR INTERPOLATION BETWEEN MULL I ENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3.tI \ C1,„ . O FIGURE 3: ��,A,�`:''OENSC 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE,FOR EXACTDIMENSIONS,SEE SHEETS 2123. .�a; J ® ® HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOW14 ONSHEETS 21-21 FIGURESSHOW SUGGESTED.APPROMMATS HOLE LOCATIONS. 05 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' _ j Q ! •7 Ly CONCRErE BLOCK UNIT(CMU)SHALL CONFORM TOASTMC-90.WOOD SHALLBEPRESSURLTREATED �" �'� FIGURE4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINEWITH AN SG OF 0.55.ALUMINUM SHALL BE 6DMTS AND BEA MINIMUM OF.125- %A •,, S{r,-[E '>�� i•X THICK.STEEL STUDS TO SEAMINIMUMGRADE33AND.045'THICK(1BGAUG51.STRUCTURALSTEELTOBEAT ('SVFM ON ULLION} �'p� ''•t'�OR}p1:'\G��. 10 G� LEAST.125'THICKANDA30.ALLANCHORS'INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND .,�5, - \•\� U-1L�-I THE MATERIAL 910 ANCHORS INTO WOOD MAYBE STEEL,1&B S.S.OR 410 S.S- �i; �{jI��.,L�\ A.LY{�Ni AE%,R,P.E. FL P.E-#85705 I • I I - $A _ l4tD(IlotiCa'Betly7i4bio(Ibslit� 0•,����� . Dpdnl ipOd(h,prveHlcQlpi4sMrt;mtt{fans)orOpentrtlTHefphl(farhpdipntaey-spbrp(rgmd(tons) .6014 6LIn• To in- I -Oo IO gain. 100141 120In 14013 (+Ktanp i ReHed➢Id67. 7MpRdeO➢: R Aealeeplder TraplTdonp.. RtOtanpolor '7lppfOJah➢. f1ee101gtgal 7t Reolbngutbrrmlua5np. Reetanpufer Stepin fe lzo.I.n� RnCw adnp L Rec 1an3il.b n' I-pi ( d 'Ilia125 LDens 2679Z.:. 9LW Ladaif o °- an � L�'~ `�' s .:$;. � ^ 7s, � �; � � � a• ; 3 3 3 •B h^ a, . �' � . � a a 3 a 8 . �.-' �r r� �^ �' . �: $1n Sm0 GlO' 17ao. 435 170.0, 7" V41) ;78 IMI)I Me 1170.9 a 170,0, 'm 170.91 519 170A 1115 WO-0 1121 170A 1240 170.0 M 170.0 1460 170.0 b21 145A 14119 110.0 .62t. .127A'-NO3 MI LD ",A TJOA 70d _470A 57A 1170.01 j= 170,9':564' 179.0 '992 1,170.0 160V 170A' 1133 nP.O:.661 '1711.0 12T6 17ac0, O77 1564.7303 170.0 '050 130.7 1303 170:0'O00 11ST 1303 170.0..8p0 .7/T '13D3 n0.0 89D -1 UJ Min V0.0 747 170A, $63 1 n0.0,.am!1179.9. OT1 .170,0.1°46 I 17U 504:_ ,170.0, 11D4'170A 723 156.1 =. Me 747 140.6 1235. 17" 750 117.1. 1235 1700 7w 10DA 1235 170.0.750 �bfi0 1235 170.0 75d 51h• 170,0 707 .170.0 d12'1 i70.0, ;fit,1170 •801 ,170.0 '1110 1170.0 •76{ 1614 'f15fl 170;0 ,603: 1379 1.160 M11 877 123.6 1i50 A10,0 BbO- (02;D 1159 f7oA 881 �' 1160 17AQ�56! -77.2 11:9i 170A>O61 m CO 60In, 170.E 60 170,E 791 11a7 .10(2,170.6 '10 :1429 -1042 1014. 932 125;1.�'1042 '14Q7 Ot6 1U3. 1047. 136A '501 1000 1042 I= '61 ;03X 1042 126.1 762 71.6 10R 126.1�7iZ. VZ IM 19m. 742 �F (0 J '�N .170,E 939; 170.0 T45, lism •.0a2 103A 818 42.A9, $92 S444-:700 119.E Ogg MI), 782'.16U 022 121A, 760 OW ➢92 11L8 755 73d 9'12 10b,4 T45 BSA _g92 108,E '744,, SOT 892 108:0 74t � 651n '160 9W` 170.E ,T89 IVA W. •14d.0 ?W:1 :03A. 517 117.7 .7= .01.9 W 10IL7 738 O27 .947- 1073 '114 80,9 B41 05.1 113 MI W -940 7ti' ,gl.? 947 �24.0 .711 Z y m •� 721n 135.0• 049+ 142T 7a7 413.2 p(9,_12t0 .- BTA :818 1aB,9 768 E{.' E40 98.i•GW 75A.,•849 -68.7 568: Me W 027 875 SU 00 70.3 459 40k• 841- Mt 6M 425 •1H9 724•..$61. $ '11l J� 75ta .1lbk 7Gt 120,7 ,655 •:08,3,, 762,iV2.9;'0, .fQ.5 :762 'BOA.. 810, 74; 00A •sTB C42- 762 742';SU 6T.6 •702 60.2 613. 41.1 782 67.6 602 .41A 70 629 597 *1 762 ft 6D5 j (D71 9z 7n 105A' .724 lux •,P4 00.0. m; .9C0 •021'� - 6W �Q0;0. 77A' 74,4 '699 SBA,. 724� ,Bd:1. 01, '63A T2/ '83A E03• 44.5 724 67.3 6Td '382 724 660 66T 3?6, 72I SI.tP 665: ~ Q N O ONO In 195 •613 '70: 403.: tip;Q, 687 1p1.7 •414 0.7 643 48S ,A76 'SA •47.2 Sip 360-- $43. 42,0 •452 '34.0• t513 1.39:5. 440. 2BA 647 340 426 24.E 1113 321 ••400 21.7' 513' 30.7, 470 Z Win- 573 4T8 58,1• 4v 4T.6 '4Tb 4AT 410 40.9' 476 432 412, '#A 47d .30:0 400 31A 470 3(21. 400 :2,7 476 '320 ON 219 476 251• pop 20A 470 25A• .38E 17.E 476 2CZ -478 ''+}Q- LO z W 6 Cm d. b 0 31•- 108U• '4p3 377 •47.1, .341• :1776 V7T Old 33S•: 25.0 377 3D9 '330 252'• ;777 .7d.6' 315 2�' 371 24.E 321 120d. 377 220' 317 46.6 377 1" ale 14:4 O77 17.1 304 N s�-w - fff In '37.1, O57 d70 W, p0.9 <357 31d- 3111, 265 '357, 27d 313 Z.2 ,3W' 244 209: 20.8 :357 .22.0. 2% 105 .OW 20.1 001 16.4 357 1TA 2q,f W )( 120U '20.5 306 20.8 2M '21S zfco ,30b 25,1 2T4' p ;908 27.7 27E f9.p 300- t02 ON '14W305173, 263' rYn z ILEBB ANDHORCAPACITY•ADJUSTMENTFORMULA: r mw AnchorCe 1 Table be 57 ty ANGHOR'CAP„M„ 1-2 SaD1Ue16. .2.7kWnattla 3:51(l.gna' H000WCMU i FM dCMU PiWad' MIA) (DPF,)X.� )=ANCROR.CAP_ 'S116•E7ab 1M'53Ekg SryB•EIa9 1M"03 EIo0 01051aei 67251Ee1 g1281atl MULLICWC-0,-uo i Arta50r'fjya �7Scgcp01lm6en 1f4't-f56010jdra 9t�6kgNhmOn 114'bteg:UBaam ,.pDp0.Qalor tmmpm AOg(e05tbr ss1a+((as)semr(O6f 8atbw(Gry: USETHISFORMULATO08.1'AIFl,'rHEANCHOR 'AnahorCOppatlems tn4ecal:. .FA➢a paloeeep'9;. r 2•ta' -11 2-trr y.ub• f 2-= 1• 2-W r I 3418' r 0A6` a64" d224• CAPACI'(Y REQUIRED!CORRESPONDING TO AN •Embc65entUnk:.1.9(4•.: um- ow We. r 1•110. 1114• 1.19• 1 %.UV. 1-1141 1-1141 r 1-218• Vwl wim ACTOALPRESSUREREOUIREv1ENTF6RTfik Ut(M.®4T6'MN.O:C./stuwa6er0laet p.010.132k 34Ora ,3901h1 450 We. OBW 104410s 21043. 250Ibc .254lbs. 740 W41WI W4 tbm• 048M 341 ma 4UG StIft - OPENING,WHEN.IT IS,LQWEKTHAN THE M(WON lAnOhOm@278'MIa O.Q lsmodxd(arOarep 0.lPffb.3k 700D6 --7000>s SWIM t41o0.p Oa IM .WA 580.1h -WA •6a01b5 -WA 5601bs WA 60-1- '.ae5lpc 1f20ItR CAPACITY,(FROM THE TABLE)'OPTHESELECTED.' fAndaomG l:l6•MIm'0:42JS(enda'tl_(al0pee0M ,a •pbDnn 1100Jbb. WA WA WA- .WA , 780 We I WA- WA WA I WA WA i3471m 37T0ffi5 mall MUWON.ITWILLYIFJ:OAMINIMUMANCHOA 4A°opMMOM .baa.0 1 IZ)215AY%9*,CON"1'ft.6k.7°° .740 Ra °60.Dn. lm°1W 1996.103. 54016E Mona WA 7°oIW 7451m "Oft 1t1 m. earth- OG7(03...1120.1as. .CAPAGiTYWHICH MAY SEUSEUTO 040bFY BAfWOM. 3'fpn_O.Q.JCq.2e511M,0C09o:(F10,.6k 11711In 117014. tlaplba, 7J401W :20141bs• MUM'. '8401bs WA 1140NO 112210. 1320'14, 2MIM 102276s 132T 16601W ADDf7)DNALANCHOR OPTIONS FROMTHE 4AWAM:02A6••Mln..o a:7U-aim Ie:125•Atdm:(9Ia:7k. WA.. WA WA WA WA :WA .WA WA WA. WA I WA WA 17/A WA' 1.430In 'ANCHOR'CAPACIT•YTAB,LE. 2AnenetiC92d$•.AUn..0.01&•ph.IFYJ.Dk •350810. '35OMS, 2WY#3 T95Iba 4708u- :WA. 26016c WA• MOW WA 1 4401W WA 3171W Al2na 5B0 Ws. PRDOUCL'hEVISEp 4 A0enbK®`:151MIe.O:CJFr310ff.Qt k430@e. Mix I WA I WA I )VA__WA ,.3601a5 )VA IUA WA-I NIA WA 8821bs 8411Dr 112D 6u ps<omplyu;bi•1i1)1ZbIjtaida 7E:FORTHE OFFSET CUP,USETHESAME ANCHOR PATTERN•ANDANCiORVALUESAS THE STANDARD CLIP. =:I1.000• I Mil' ��(yp�}g•a� P1ep{mtiea II4It- 2.02L rABLENOTES, B y FIGURE]: FiGUAE2: FIG.URE,3c TIGURE4:,: FIGURE'tis FIGURER: I - MISm{ SdaP f t),SF,ESHEEriFORINSTRUCTIONS,ON USING THETABLES AND SHEET25FOR'INFORIVWONONCOADWG:SEE v1t`a 0 0 0 0 o e1 o o ° ° o ° S{l�z-4 FOR GENERAL INISTALLATIONMETHODS. "•• i L_OIt�J . ��`'�P •DENS /<(�,r�%2)1.1NENR(NTEAPOLATION BETWEEN TrIl1LLLENGTHS AND10RDPENINGN7f)THSiS.ALLOWABLE. e 'o 3jMU410NAN0'MUtJtONCWPSSkOWN ARE NOTT.OSCALE FORE}L4CTDIMENSIONA'5EE$HEETS272,3.HOLE3 41+ D r t Nc•50,105 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIC7(ONS SHOWN'DN SHEEI'3.21,23.FIGURF.SSHOW - FIGURESt -FIOUREB: FIGUFLE7: SUGGESTED;:APPROXINIATEHOLELOCATIONS, t �_ 0 0. 4)SUBSTRATES:CONCRETESHALLICONFORMTO'ACI3g1SPECIFIOATIONSIHOLLOW.ANO,GROUT.FILLEO '• 6 e o .p o CONCRETE BLOCK UNrr.(CMU)•SHALLCONFORMTOASTMC-90.WOOD$HALLDEPRESSURE.TF(EATED,YE OW' ,;125+ �,p'•-,,j ��ap;; ���� L-� ll �' SOUTHER�7PINEWITHANSGOF0.65.ALUMINUMSHALLBE5063T5:ANDBEA'MIN(MUMOF.775'THICKSTEEt STUDS'1VIIEAMINIMUMGRADE:31lAND.045"THICK(10GAUGE),S7RumusAL=ELToBEATLFASr.12r,THICK ANGLE CLIP'(FIGURFS:5&by Ml1STEEU5ED1N'FAIRS. ANDA3@-ALLANCHO�sINTOWETALSHAII.EXTEND'ATLEAST3SCREWTHREADS'BE1'OND THE MATERIAL-�i10& T J1r!'I lttt 1'x4'X.126' `M72.ANCHORS INTO WOOD MAY BfijSTEEL,18.8SS.OR410 S.S. MULLION A.LYNN R;P.E. FL P:E68T05 I ' 1 I I I I i I I .E 7A - Mullion capacity Table IbslRt a _ OpeningWcith forveNcanysp9lningmuNolts)orOpontng Helght(for hofiardflpsp9fudng mtgons) �k ¢ 581. aoN 70(. so In Bo In 101174 12016 1401n teal.' p RCNengulaf TiapTknp ReNm1R1u TfepflYlanA• ABcten8u14r T1apRd4ng, Rzlen9oty Ttaplfdocq. R0Nmlgdar )PKManp. Ft.NanDWm 71*11danp. Raetanwtar ltapfMan9. Reetangti Tmp178an9• ReclenmIu Tmplmdlp. }' Ix 376 I.W.2 L04IMg Leadno Lcntllna 1.0a 9 taedn/ taa*0 tnaQAg Uwan7 LoOatg laadn8 I Lowing LOadng L08dng LOaft [awing I.oadln0 Laadre n a'7^be _ rg a r r_ r _ r _ _ 8 r rg rg rgs a n a a^IL xa � g' ag' S [$fl a # sm sa s� �� a � a� t �� IS � daz �� cse bra 421n 1170.01 620 170.0 436 179.01 7{{ 170.0 Ala 170,0 H09 1 170A 503 170.0 992 170,0 fits tlo.0 711E 170.6 511 1T0.0 }246 120.11 62( 170,0 (468 170A 521 PRO Rai 170.0 621 170,0 1983 170.0 521 J 1w11 40111 1170.01 7W 1-10.0 62A 17D,0 I am 1 170.0 534 170.0 0*17.. 570.0 1133 170.0 681 170.0 1275 170.0 67T 170.0 1417 170.0 0H0 170.0 1700 170.0 NO 179.0 1953 170.0 e80 161.8 =4 170-0 00a 50.8261n 170.0 747 1T0A 693 fla.tl D06 t70.a 031 170.0 tO 170.0 1195 170.0 723 170.0 9345 17DA 74T RDA 1491 170.0 750 170.0 TICS i70.a 7fi8 155.0 two i-mc 758 t36.6 Isis 170.0 768 ^�❑ 611n 170.9 797 170.p 612 170.0 95e 470A 891 170.0 11 170.0 1275 176.0 503 170A f4Jf 17D,0 037 170,0 i69i i70.0 856 S69A ti99 170.D 6B1 137.7 1780 170A 861 120.0 t789 170A 8B1 m o O 601n 110.0 ass 170A 701 17U tM 170.0 797 170-0 12 1Y0.0 iW T7&D ➢A 170.0 1S94 170.0 994/ 155.6 te1. 170.0 TINS 1299 te19 170,0 i11S4 111.0 1610 t70.0 im3 97.2 16f9 170.0 1067 saTn i7D.0 s70 170A 141 170-0 11f6 }70.0 a50 110.0 1302 170.0 040 170,0 1499 TM-0 1015 1[d.7 5642 Rao 1075 T41.0 t64,2 170.0 1122 tiT.6 1642 18&6 1158 iW.7 1542 167A 1157 88.1 1542 1879 1157 661tt 170.0 814 1Y0.0 789 lro.0 H s 17R0 903 170.0 1384 170.0 I= 180.6 1472 t70.0 INS 142,8 1472 10BA 7140 128.E 1472 16&B 1139 1o7,t 1412 14k6 itW 91.8 7412 1i&0 t104 a03 1472 SABA ttal Z i m •� 721. 170.1) IOU 110.0 816 170,0 1275 170.0 1009 SSa,B 1J20 1052 $101 I= I= 149.9 1082 1173 I= 137.3 I= 105.6 1320 126,8 1040 W.0 7320 117.0 1024 76.4 1320 ilex 1013 66.0 13" l= 102 ,� W•p � �w T61n 170.0 SITE 570.0 9sr 149A 1784 J59A ID13 120.2 1184 139.9 s94 I1Z2 1fa4 125.7 978 99.7 1194 1163 04 89.8 11B4 107.E 952 744 lia 97.6 W6 64.1 1184 93.1 92r se.1 1184 923 915 aj 0 6 Z 787n 1D&f f724 170.D W7 139,4 1124 147,0 D86 1S8b 1124 1283 847 103.8 1121 115.e 83t 023 1124 105.0 015 83.0 1124 334 1108 89.2 1124 119,0 820 59,3 i124 84.3 BB1 519 1124 tr52 576 Q "( �-• � N iae.t &a Itt,S 750 90•1 894 94,3 138 77.2 844 8Z1 724 WA 844 733 7S2 00.1 a44 5&6 792 lii.0 0{S Bt.4 693 45.o B14 1i4,2 57a 38.s 644 5aA tA'B J3.8 s44 47.7 6S2 Q Z N 96In 49.1 742 etS GM 742 742 F. 652 W.9 742 87.2 6{1 56] 742 58,8 63f 40 742 64.1 622 44.6 742 49.0 614 37.1 T42 As 600 J1A 742 39.9 600 27a 742 37S 504 10s1n me 688 83.9 630 52.1 686 63.9 all 44.7 60A A99 23 19.1 6w 41A Ws 34.H US 37.3 495 3SAk6653N4.2 4sl 2a,1 656 29.6 481 223 US 2M 472 10.5 556 24.7 468 toill In 57.8 565 sm 603 4&0 555 4&5 IN 655 42,9 487 W.0 as5 MCI4B0fray473 2&4 487 24.0 565 2i.1 457 2&0 565 24A 448 10.0 55S 22.4 442i201n 49,8 475 46A 433 3&0 47fi 39.0 475 33.7 47A 28.b 475 29.8 474 25,3 476 26.8 4D9 228 404 feA 4$ 21.1 395 tea 415 f8.7 3e7 14A 475 17.2 3a1 U x 1441n 26.4 a30 22.7 305 =0 330 224 310 t45 29/ 16'.6 33D 17.0 293 Q..` O O IL= xN Cn LE 7B Anchor ca act Table ha ANCHOR CAPACITYADJUSTMENT FORMULA: €�a Al fl RCAP.,,e.,,, E g `^ p�3�-3 S9mlmla: 219 C0mmce 3.6L lam. H020fYrA1U I F91ea cmu PTW004 Melet Pp.)X� )-ANCHORCAP_ l410•Eke irr a8 Ek0 5I16'EI9e V4'GS Eko O10SIRd 1112S1ee1 812sted MULLION CAP.,,,.,,,. AnchOrCllppa¢ema AOchcriypx Oli6'Ek.Ulh.0 1fd EI=LaIacon UXKDO a16'Ekaul9be4n 114 EkOUNaem AOOrc0aW U8m- ApsmGelm Samw(GS)S01eel(G67 tuaw(c6) USETHIS FORMULA TO013TAINTHE'ANCHOR EdOe Dialame MK 2•I!r 1• 2.1127 3•w r 241r r 2•IM r I 3-Ur r OAr 0.54• a324' CAPACITY REQUiREO'CORRESPONDING TO AN Erabedmmt MK 141,1V IT4' fair fan' 2' 1-IW id14• VIA- 1.114' 1-114• 1-u4' r IVV I.M. wNs AOTQALPRESI5URE REQUIREMENTFORTHE 2AMI01H64.75•MIn.O,C,/staMlaN orOthe1L11p(F1 1M)l 390W 393An 450 ke POWs IBM COS 2701ba 25D Ita 354 A. 740lbs 3741m W4 the 11461W 341(es 442 tea SHOWN OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anatro:9 Q223•Mh0.[L 1SIsnderd(0rO1be0C0D 1Fi9.0). Im- 7001D3 1910 me 14101W 952WH WA 580 Wf WA 0301N. WA 8801be WA 6828m BBSIbs 1120 Wa CAPACITY(FROM THE TABLE)OFTHE SELECTED 6A.ch0m®5.15' M,O.C.1 SWMwd Saf09ae1)Cr(Fb•4 mm 14001ba WA WA WA WA 70015a WA WA WA WA NrA 13531bt 177DIW 72402- MULLION.IT WILL YIELD A MINI MUM ANCHOR 4Atmb.mcw M7n.0,0.f a91215 Ar"m L11ptr(Flp.bl: 7801bf TOW 60 ka ISN lb- 18ta116S 5401bs 5mfbt WA T001W 748161 NO1bs 1892W5 f102IW 8851ha 1120 m3 CAPACITY WHI CH MAY BE USED TO QUALiFY BAmhgm043'MItt O.Gl 14 1A41pI0 gID51(F111 eK 11711W s770tW 1W91W 234010. 2044fW 810 ms a401D4 WA 11401be 11221La 1.YWbs 2&18Wt 1022W5 1327 W. 10300a ADDITIONAL ANCHOR OPTIONS FROMTHE 4 AmMm®O,dS'A18L O,C,fU{sp,InW.1l5 ANm.(F7p.Ili WA WA WA WA WA WA WA WA WA WA WA t0A WA R1A 14301W ANCHOR CAPACiTYTABLE. 2AMhmdp2.25•MIn,O.C7F•[Lp(Fk.OK 35o WS am 1W 2901nt 7o9 ma 473 2 WA 2801be WA 31S1b3 WA 410 tbn WA SN IW 4421. 560Wt PRC>bULTRL•Vl$UD d AnOhom s91.15•M6n O.C1ltQip(F1p.91: 4e01W 700 ro4 WAWA WA WA 3801W IVA WA WA WA WA Wa W US i1201be ns c0mplY[0&tv1A1 U10Flotide Bvildmg Code OTE FOR THE OFFSET CLIP,USE THE SAMEANOHOR PATTERN ANDANCHORVALUESASTHESTAt4DAROCLIP. i - --� 1A62' �•- �•j 1.000' r••-• AenepWndrNO)6' r E p•�t aChia TABLENOTES: BY FIGURE is FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURES 1)SEESHEEr1 FORINSTRUOTIONS ON USING THBTABLES AND SHEET 25 FOR INFORMATION Milm Dad8Ptaduet 0 0 0 o e o e m • e ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALIATION METHODS.F-10. 2)LWFAftINTERPOlATiONBEtNlEII4MULLLEt4GTHSANDIOROPENWGWID7H51SALLOWABLE,3)MULLION AND MULLION CLIPSSHOWN ARE NO7T0 SCALE FOR EXACT OIMENS1oNS,SEE 4.000, a 4�,:• •.,'c SHEETS 2123.HOLES TOBEGRILLEDN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000" �;: No,607C5 _ SHOWN ON SHEETS 2i-23.FIGURES SHOW SUGGF_S'TED,APPROXIMATE HOLE LOCATIONS. FIGURE5: FIGURE6: FIGURET. 4)SUBSTRATES:CONCRETESHALL CONFORM TO ACI301 SPECIFICATIONS,HOLLOW AND }S_(�C• !. e e o 0 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM ToASTMCSO.WOOD SHALL.BE • o o e PRESSURE-TREATED YELLOW BOUT HERN PINE WITH ANSGOF0.65.ALUMINUM SHALL BE Q .4 t: •' 6063-75 AND BE A MINIMUM OF.125 j THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045• 375• L5• %�b `tC';� THICK(18 GAUGES_STRUCTURAL STEEL TO BE AT LEAS7.125 THtCKANO A36.ALLANCHORS -T /ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#104 1'X 4'X.375. 1 A LYhlIV1MILL ,P.E_ ANCHORS INTO WOOD MAYBE STEEL,18•8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL p.E.#58 705 I I I i i I I . Mullion Capanl Table Ib a xt� vxE Open tau Wtdfrrlforwr6oetly-sperrdngMLOOnB)orOpon)ngHnlaht mulllons) 501n 801n 701n 506, so In 1DDm 12Dm fMIn i60tn Ramlg0lm 7ro1VTMn& Renm➢aler 71aTlinne➢. Rocfertpilof 7rap[1lleap. ROct4nfP11ur 7mp7Tdon0, RoclMpufaT Tro on Rocca for 7ro NWu 1epR40rg. Recfengo( Tmwdanp. Rcafwr4Bler TsapROenp. 4 P 0• nAu p7rlan8• Recl. f9ux U da9 Invrn9 LPOdna L-Ong 1.wtlmp I.oa6np L-In➢ IAadAl; 2PaBn➢ Loxft IwBng IxodnO LoAft L 2mv LOerAno Loerdnp LmAap Loepnp n2 u Alum aM¢ri $ a Call, s g a � `g� g all g g g 8 $ ' �b 8 $ a 8 6 9 t) 6 3 a 3 d v tS s$ 3 !i (i c9 ti D cg c 6 t3^ $ 8 6 B.� 6 c9 c7 cY cg ro }1 :� >: $ � � h}} � Ii 2e( a� gar _s� s� ti� _e� x�33gg Ag �� s� a s>_3 �yy.g¢g¢ s F. ��. �z .. 2:i8 ka` �o n: dr � 0: 3 - f f8a d`c x E�. � �+[ 2 d` gE a' y v2i.N-•a 4ZIn 170.0 820 170.0 431 170A TO 170.0 478 170.0 US V0.0 505 170.0 992 170,0 519 170.0 11te 170.0 S21 170.0 120 170.0 52t 170.0 1480 170.0 621 170.0 IMS 170.0 521 161.E 1789 170.0 521 4874 170.0 703 170.v 524 170.0 860 S70A 554 170.0 882 170.0 We 170.0 Sf33 170.0 081 170A 1275 fM.0 511 170.0 IM7 170.0 8rA 164.8 1648 470.0 6W 1327 1640 110,0 B60 ife,i i646 170,0 can a 50.625 to 170.0 747 170.0 683 170.0 BPS 170A 631 17U IMe 170,a 684 170.0 1185 170,0 723 17U 1245 170.0 747 167.0 148a 170.D 756 139.2 1460 1-10.0 766 1103 1408 170.D 750 104A 1469 170.0 76S y 641n 170.0 797 170.0 aft 17A0 CEO 170.0 Of 00.0 ITts 170.0 164 17&0 1275 170.0 Was 153,1 1370 170.0 837 146.0 1370 170.0 058 1223 13M Clam mi 1Di.0 INS 170.0 805 913 1376 170,D 86, SO1n 170,0 985 170A 701 17o.0 f085 170.v In 701 13&9 115a i70.0 678 139A 11S6 157.4 030 17,J.6 1ts6 156.8 Big tft2 11Bd 75vD 012 AZ7 1155 l4L8 W5 73A 1130 14LS 905 69,S 1158 144.8 005 =In 170.D Me 170,0 745 180.1 1051 i7Oa am 137.2 1D51 135.9 am 120.1 lost 142.0 845 105.7 1051 132.1 837 9&1 tOSt 125.1 8]0 Ml 1051 119.5 022 68.9 f0Sf IMA 821 age 1051 119.1 321 Bain 1671 8S7 17B.0 789 129.3 AM 161.E 60S 1t9.4 W 134.0 70D 104,4 957 121.6 77T 928 %7 112.E 797 03.6 957f 10&6 759 09,e AV 100.0 7d0 69.7 C57 BB.A 744 522 g57 93.9 745 Z � 721n 1287 80i i352 898 fOTa 804 1162 6B4 sfA 804 f01.3 ell 8D-4 W DtA &W 71-5 8v4 SLt 050 044 Z04J 78.9 643 6XII 804 72.3 W3 40A a04 60.1 620 40,2 8M 69,3 928 761n 100.4 'M 114.4 Wo 91.2 -122 BZ2 Bib 7&2 722 86S W6 MA 722 76.1 600 BOA 722 7D.3 dab 54,7 72Z aS5 no 45.5 722 59.5 070 39,1 722 W7 66S 34d 722 68.2 Sal 1 E c� sz lam 1012 05 105.3 ODD MA 0&$ 80.8 6sa 72A 085 70.5 577 83,0 SAS 70.5 588 66A 865 64,5 NO 50.4 US 80.1 563 422 885 64,3 SO W.2 885 6L4 657 21.0 AM 50.7 Sm N r t➢• 001. 654 SI9 8R0 457 54.9 515 67.5 440 47.1 %5 60.1 441 41.2 615 44,7 434 35.0 1515 40.0 428• 23.0 6i5 31.4 422 274 5% 35.1 413 ZLS 515 00.9 407 20.6 515 20.1 4% Z x � N � 90In 61.3 453 SS.H 404 45.5 4S3 471 367 35.8 453 41.2 .701 W.9 453 WA US W4S3w'o 27.2 453 �A 574 22,8 453 26.6 We 10.4 453 2t.3 380 47A 463 2L9 ISO I¢- m§ pf6BH 381 358 39A 32] 31! 356 72A 318 2T2 350 20/f 3t0 Z3A SIB 252 30B 19.1 35t120.1 300 mg 358 18Aco no 7itin 35.1 316 33A 306 7D.3 379 30.1 30t 25.1 336 2&1 297 22A 338 232 283 [7.8 318 19,t t120ln 2f.B 29D 20.a 2a4 20.2 29D 23.8 280 t➢S 289 20,8 256 17,4 200 tat 263 � (� U 144 M f&1 201 163 l88 (} 04Q 0 BLE BB AnohorC6 acI 7abin 1 31 ANC HORCAPACIPIADJUSTMENTFORMUtA: 2 v� ANCHORCAP.,„,„„t steauae 27aLbrcnte sm cota o70 cmu Fwcmu PT1Y mda ()P )X( >aANCHORCAP._ 5/16'Efco v4•Ss6ko 6'18'EkO VOSSOw 618SIetl 932"1" imElml MULLIONCAP.,,,�,,,,,, AnehorCllp Petleme Anehoclype 0117 FJw tmrson v4'fkoUamcaO vitracon 3116'Etc0U1117em 11A'Ek0U0mcOn AWeSkor UMCM AZWA[cr Sara L66)Screr(os) sval CoS) USETHIS FORMUTATO OBTAIN THEANCHOR EOgetXstall:eLtel t' z-vz• 1• 241r 3-vr 1 r r I ays r one• 0.641 Fz CAPACITY REQUIRED"CORRESPONDING 70 AN FArt�OfreN tau• 16'4' tau' 16:'4' r 1.11a• Iva• 141a• 1.114' "1r 14 ta rr r 9• ialB• wks ACTUAL PRESSURE REQUIREMENT FOR THE 2AikMm®L733BnO.G SWInaVa'0➢u4W(gp,1T DCDms ]mllG KUmS BDflps 1a441De 276Wa TWim 361mS 4DIDs 3741Ps 664Do ME$ ]411C>S A421Dt 6w➢a. OPEN(NG.WHEN ITISLCWERTHAN THE MULLION Larellas�t.15•Mmaa/staaamta4wsegciptflp-2z 4WI0s 7001m WA WA WA tun soot& NIA WA WA WA WA W21D9 B95fcs 11M➢c CAPACITY(PROM THE TABLE)OF THE SELECTED 4AWW)s 9 B'On.O,C.1 M 2t5Al CVps/070 BT 740 fDs lea IM EBD On I== IOXI0s $40 fIa M ea WA Mae 74mc 8501as 109zft X2ms 855(s H2O1hs MULLION.ITWILL YIELD A MINIMUM ANCHOR 4AWOM00.45•Mm(I-MIU4111P.mt0.12B'AIUM MAE NIA WA WA WA NIA NIA WA NIA 141A 141A WA WA NIA WA 7433Tm• CAPACITY WHICH MAY BE USED 70 QUALIFY 1 AMrrl FCUP(mg.Sr 10S➢N iosms 225mS 445 Pos Am res i3sts 140tm In its 6701fa 187 nt 3321tS 4731ig tTODt 2211m 20D Ins ADDITIONALANCHOR OPTIONS FROM7HE 2 Arcma11s 1.1S'MIn.O�OIF4;llp SA0.6): Wits =ge NIA WA tuA NrA lfq lec WA WA N!A WA WA 341 ms LLtlt6 5W 0>G ANCHOR CAPACITY TABLE 3-M- pROD•UGT REVISED FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 71E STANDARD CLIP- I ns eempJ7[nbwI01 ttsoIlfRida Evild ne Code 16•62i8.o FIGURE I, FtGURE2: ® TABLE NOTES: F--1.250`-y AmptocoNo t 21 E Ina Date 1)SEE SHEET t FOR INSTRUCTIONSION USING THE TABLES AND SHEET 25 FOR INFORMAnON By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miuni dD rrodvcS 11tI1lRfl FIGURES 2)LINEAR IN7ERPOLA710N8ETWEE!MULL LENGTHS AND/OR OPENING WID7N6lSALLOWABLE, 3A88' `,A�'CrOt��,LYNr♦.M��i�fi ANGLE 3}MULUONAN0MULLIONCLIPSSHOWNARENOTTOSCALE.FOREXACTDIMENSIONS IN THE SHEFTS ,SEE ` P.�:. t?OENSF•''•.'S1 s ® WPM D SHOWN ON SHEETS 21.3 FIGURES SHOW SUGGEESTED,APPROXIMATE HOLE LOCATIONS.H z FIELD FOLLOWING DIMENSIONAL NS BE USEDNrz�BlGS IN PAIRS. 285" - 4)SUBSTRATES:CONCRETE SHALL!CONFORMTO AC130i SPECIFICATIONS.HOLLOW AND ,GROUT-FILLEO CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CAO.WOOD SMALL �'D C'z FIGURE 4: FIGURE 5; FIGURE S: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN$G OF 0.55.ALUMINUM SHALL BE ='IT 5[�E�O;��;=tQ ® F ' o 6063T5ANDBEAMINIMIJMOF.12fi•THICIGSTEELSTUDSTT]BEAMINIMUMGRAOE33AND :i,(� ., t(ORIa�';• ���® ® 046.7HICK JIB GAUGE).STRUCTURAL STEELTO BEAT LFA3T.125'7HICK AND ASS.ALL t.25'X3.186'X2S5^MULLIDN .• (j ® ® ANCHORS INTO METAL SHALL ECTENDAT LEAST 3SCREWTHRFADSBEYOND THE MATERIAL (1.1141vFMULLION) �i,I�OiVAI 1.� 9108412 ANCHORS INTO WOOD MAY BE 37EEL,1&B SS.OR 410 SS. - A[.YI ItQTaI(LLE�P.E. FL P.E.#$8705 i I I i I I I I 19A H MUIIIan lJapa4ity7abl¢Sbslitl) ! 1Ti tM1�x Aponlf+aWldth(forvazt1ta -sp4nnlnp tnll6l°pJ)ot Opening He ht((arhodmS)Iony Dann G mUllorlD) SON sofa 7011 60;A SDI, iDDID I iZON 140 Tn ISO In Bi o 3.26 ikel0nW19r Tra1VTM1tnp. Auklycitr Tmpitkal, RocichWlu TnpTdrn2. RxUr-wi rr7pn MIM. ]inehf4Pl+r YflMmca Rnt70Wmr Tn)+1?a.na Pxlam3or TRpfrM1ag. Aat4ne01nr TepRdmF Roeienpofaf Tt+pRM1eM. 7 a 30 10b81M lmd9D Lo0d,f0 4c441a4 L..Ap LatoIBO L.6flo IAD+N9 Lw6ng I= f°cmnD leodilq lA4Aiq LOeSn2 Lc4aN0 Waa9r9 1.0a&n0 Lpr6n0 cY O Jill I I I, I z w 421n 170.0 820 IN.0 415 17a0 TO 1740 J7a nRO 8Ba f70.0 J08 17aD i10x 17s0 6s9 l70.0 1118 1T0.0 52f ta1A i17B 17aO1 627 IZ1.T file l7ao 621 1095 11ta 1740 621 45.8 H10 nD.D Q1 0 46N 1"I 70a 170A R4 170.0 BSO S7aA S6/ taia 9Sa 770.D at0 id0.7 9Ta 470.0 661 t00.4 9]6 170.0 077 1f7.1 0la iTaO'I 68D B79 97a 570.0 880 W.8 97B Tr0.0 a00 7a3 Dfe f7DA a80 J LS261a 170A 747 170.0 ttt3 77a0 898 11010 031 t60.7 B27 170A tt6! f31.0 B27 te83 708 Tf72 927 15a1 fi99 )t1i1 927 i6B3' e9B 87.B 927 160A pJ1 75,4 977 76aA a95 65.9 Viz 75a3 09b �{ µID S70A 797 170A 812 1515 451 170A -1 1925 069 163.9 e® ttiB ae0 iH.e ea9 1a40 SS9 10/.0 660 9Z7 689 t2D,e; 654 77A ae9 12aB 62 fJl2 869 12ab B52 67A ffi9 12S.a UI Q 03 WN 143.2 746 tSf.S GJ{ t18.4 TAB l3ZS 820 102A 740 117-5 Boa 80.3 T49 107.E 523 70.5 146 f01.0 692 71B 748 00.6' 687 AA7 748 833 66J a12 7JB OJ.3 bB7 44.8 71B /1T7 ti82 03 61N 220.7 H77 1JZ0 STB LOST BIT 1102 366 8L4 B77 f00.4 S9S 11.2 177 9f.4 6l0 80.7 e77 e52 6f9 819 a77 81.0'i 631 6La 677 T1,0 618 µ2 017 7H.7 ta4 38.7 6T7 70.7 629 (^ /'liA toTA 01T IN,1 6l0 fl9.7 S7T 975 819 76.0 517 8B3 509 672 stT 78.3 b00 5a8 B1T ]Z.0 404 SSS 017 La,71 Jag 1Ca 617 olA 463 9B.( 8/7 837 4B2 a3S 81T a3.7 Jag Ly 72Bt 62.4 SlA Sf.Y 460 e9.i 0f8 74.2 44o 692 610 81.2 O2 fila SfB b46 /25 46.1 518 134Z /SB /tA fits W.Y J14 ]ta 678 /0.0 1D0 2DA 618 45A 106 268 St8 41A 4D5 Z J# a 2� 7aN T0.6 42S 73.7 108 SLY 4e5 8Zb 39B 505 Jay SA,9 3B0 J/.1 ALS A9A 31N 392 405 4SA 378 352 461 4Z2 oY{ 2A.4 l35 DLB Sal 25.2 4a1 3B5 3B4 22.0 +BS 38$ 003 ? � p�( tan a6.2 dµ 880 SeY 943 441 b7a 379 4a.a 4+1 50.0 372 4aB 4JI 4S+ JflB 382 441 4L8 300 3i6 µt 367 059 272 +4f SA,e 348 71.1' 4d1 37.t aia 2D.4 4/1 027 315 _7 �o a� tqN Ji4 952 ISA 2f15 3SA 312 J7.0 28B Sal 08I SZO 7a4 26,6 3S2 7aA 2B0 9,8 372 2a.1 ZIB 212 33T 2r.( 2T2 17a' 372 2LS 28B 162 3A 19.8 2B2 17.5 1J2 iL7 280 ve• r ffiIn 36.0 2Af J5.9 "0 20.1 29l Jog 25a 28,0 ZOl 28.1 231 2t.9 281 25.9 24a 10A 201 Zt.3 24/ 1T.6 20t 12.0 241 14A 201 1X1 7J8 !25 2B1 fib 272 "' Q N Q 200N V.6 2>0 25.f Zna 205 230 21.1 201 175 230 14.3 231 1" 230 192 1B8 ` r co 7x it7 N 02b 218 2a1 1ST 158 118 19.4 t91 16.2 218 1a0 111 1.I61 21B 14.2 Sea N n c o' 110N ,7S tar 18.Z tro f4.8 far 16,3 167 a X V N ¢ O Q a 1T 1n m BLE9B ANCHOR CAPACITY ADJUSTMENT FORMULA: gZ�� AnehorCa Bclty7ahLn ih8 I SW71fe1a 2]Kc0nc2le 3Sk cart. 905wr U Mt4 C7+U PT1111Da mt,131 pp ANCHORCAP.,,,,,,,,, c wr a a'S N )X( )=ANCHOR CAP., 976-EIcD 714'SS EI°01in6'i-k° 11d•SS 18m AtO 51eN a128kef II12SIctl MULLION CAP.,„,,,,,t Alwhel7ype: WIG,Elm llltme00 tf4'Eko UIlIDODi1 USmeat 31fe'EkO UllmcOn Sli'EkD U0rec4b ADIMC-41Sr UI80eoe AOweGlltef a,-1G5)scrowt031 rcfvw(G) USE THIS FORMULATO OBTAIN THE`ANCHOR ArmBD70Dp PaBerna Ed9n lAllmcc MF r x-vr r $ilr 3.11a• r 2-tYJ' r ain• r 1 sire• r D.4e• o5a• Dal{• CAPACITY REQUIRED CORRESPONDING TO AN Emneement(la 1IT4• 13f 1.WA 1af4`- r 1-V4• SAW 1-11V ta14• 1-114,i 1-114 r fare' I-W ud31 ACTUAL PRESSURE REQUIREMENT FORTHE 2Afwlwl9®oar MN.0.4/9l0nmlq orfM7clg1p SF37.ix 290 ka am IDS 450ID0 BBOfW 1N4 lb, 2701bI 2801W S511W 740IM 3141m 6641W 0466s 341 on 4421W 00142 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A0e0me 01.15'hM Qg/Stn�d3M fer-.1,dip 11-10.2); 4002, 7001ha WA WA NIA WA 3801W WA NU WA I WA WA 8821w 88610t 11209), CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andfop�3'MIc.O.C.1(2)225APSla l POfffk.3) 760 Rd Teo ltra 8B0I61 18W7W l8481w 640lbs SENDS WA 780 Tbt 7481b1 BW1W 18921W 6021e3 BB61bc 1120 im MULLION.IT WILL YIELD A MINIMUM ANCHOR' 3AMfIDrs�aSYMN.O.C,1U.=j,,Inlc.10TAlwe.(R.47 WA WA WA WA NIA WA WA WA WA NA', WA WA WA WA 95D1W CAPACITYWHICH MAY BE USED TO QUALIFY 7 Arc0w/[+aip(17o.U. 1B39s1 7BS 2251Da 44SIDS 022lb. 135107 Soo Tat 177 ar01W 13TIW 3S21W 4731M ttD>W nflW 2BOIW ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc11rS0 Q8 Ll5•MMI.O.Gf F+glp(Fq•6): 240In1 39J IW WA WA NfA I WA 19D7be WA NIA I MAI I WA I WA I Nt ibe 1 441 SOO Wa ANCHOR CAPACITYTASLE. PRWVCT REVISED I m°Dmplyi0g with LIS.Flodfl4 B'T"i3COd°) OZ18.O FIGURE A. FIGURE2 1.25D' Acccpta¢ ]00 6� TABLE NOTES: 11tp1w11°ODal° 'Z04) Q 1)SEE SH15127 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET25 FOR INFORMATION B ON LOADING.SEE SHEETS 24 FOR IENERAL INSTALLATION METHODS. h!I DadDpsDdvtl 11117 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WiDTHS iS ALLOWABLE. `Iol,(LYNM/;�l//,1, FIGURES: 3.250' : ,``�0',,.-.....•,!!(Fni,� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE CLGLE IP MUST SHEETS 21-23.HOLES 70 BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® ® BE USED SHOWN ONSHEEI521-23.FIGURESSHOWSUGGESTED,APPROXIMATE-HOLE LOCATIONS. _��'� Na54703 IN PAIRS. A)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1D0' ✓ r•r GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL FIGURE 4, FIGURES. FIGURE BE PRESSURE•TREATEDYED.OW89UTKERNPNEWITHANSSOF0.55.ALUMNUMSHALLBE "•A g.�AI-. ;•�jf SDSS-T5ANDBEAM)NIMUM OF-1DO'-(HICK.STEEL STUDS70BEAMINIMUMGRADE33AN0 b� ., A ( ,.• .: .045'THICK(18 GAUGE).STRUCTURAL STEEL 70 BE AT LEAST.125.7HICKAND AX ALL C...... ZC- ANCHORS INTO METAL SHALL EXTENO ATLEAST3 SCREW THREADS BEYOND THE MATERIAL. 12s'MULL1 X.10D• ���S,f,+ \` #10&'M ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR410 S.S. MULLION A.bY.NNl ICL-11 P.E. FL P.F;#58705 I I I 1 I MA Mullion CopicityTable(tbsA21) Cpenlnq Ylldfh[fal9adtea2yspanningmUfiops)tlrOp.nlap Helstit(forum{or9eayspaa4Pag m44Eow) e 50 f0 So fn 701A sob 90T0 100 to i 120 L1 14Dh Isob # $•µ o 124 Postm,paW TIWTIian0- Rectao0w t'rdyTda410. R4*bno. T73pRd3np. 124*bngil>t Tr4PlrA"2' Rtd=Vla1 T4splfden0- ROCIW20.1 TtaplTA5n8• TtoQwrg+la TnpfrmnD. Roc zvo- T-ou nO. P-t v-w ro un. FFFF� 3 f3... LOdha Wedtng lmavr) L*idlnp Udig Lo3dF,g Lo7dng Lbadlrq toadirq laad9q Lwdhp (oedmp Loa Las&o Lodlag L*adnp LwWnp LO*dinp nY4 24 Tab* .. a. .. •8 5.•. < 5-. '8 �... •9 " .$^ ,w 3. ,� .v*.: '6 k^. 'g .3x 2 _ ,a M 2 Itln v49. S ieg u iiv ii v8" u u� u oRv` t3 u` chi�" n eS€' q2 t4i' ti� o� v tia o' rn'�' is a� a ce eta 3€ 'o ass gy a� s s� a "_ �•� g 3' �, $ �m d'¢ X€. 'i 22 'dV$ f� $i'e So d'�c $c $�. d'aa 23§. $$ 1 1J �2 Krs 2d. 1 2. $& 421n VIA 620 1114,0 AS% 170.0 744 17U0 478 170.0 060 17U SOS 170.0 S92 170.0 619 1170.01111$1170.0 $21 170.0 1240 1 INN 511 170.0 1480 1 170.0 521 170.0 1735 1116.0 521 IT" 1902 f7a-0 S21 0 ABIn 170.0 100 1170.0 674 1 ITEM B50 1170.0 564 S70.0 SU 170.0 S30 17" 1133 A0,0 .SS1 RUO 1 1215 174.0 617 U0.0 1417 170.01 6B0 170.0 1700 I 170A 00 1P.? WE j V0.0 Epp 143.6 1179 170.0 coo � S 0625 Sn 170.0 T47 40.0 6H3 1740 8&6 170A 531 110A 1046.170A 584 170.0 it95 170.0 723 170.0 134S 17D.a '147 170.0 1414 170.0' 759 170.0 1793 170.0 7S8 192.6 WT 170.0 750 133.5 1817 170.0 766 Uln 1".0 751 17DA 612 I7U0 SEE 170.0 GM V0.6 IIIS I70.0 754 170.0 127s 470.0 803 11U0 1424 170.0 or na.0 1594 77D.6 D56 ISW 3769 170.0 861 134.1 1760 170.0 861 117.3 1769 770A 861 LU Q o d to 1. 170.0 DBS 170.0 701 1710 1093 170.0 747 1m0 17AO 170.0 870 170.0 1417 1T9.9 944 ISM 1511 17D.0 839 U5A %II 170.0 1033 120.9 1611 170.0 t083 1D16 1531 17D.0 10R 3U6 1111 1TO.0 1063 Z) OA C CA 87 is 170.0 930 U0.0 745 170.0 1116 170.0 469 170A 13D2 170.0 940 ISS.6 I= 110.0 1015 1392 1370 170A 1076 126.3 1910 164.0 1082 IUA 1370 IRKS I= 995 17r0 00 107D 7W 1370 1659 144D w WIn 170.0 974 17U0 709 170.0 11S9 170,0 903 159E 1218 170.0 10a2 I= 1240 ts&.6 Iola 127.E 1243 147.1 1900 10B.9 17A8 139.9 9B! 50.6 124e 1SU4 973 17.6 INS 129.0 876 65.1 124H 129.0 US (Le m1' 7210 i57.B 1049 170.D 070 1392 1049 I= S82 tt99 10A9 f32.1 676 1049 IUD 179A B60 322 INS 1017 MR S3.9 1049 102.1 Mi 69S ID49 94's ME 03 1049 9t.2 B20 624 1049 91 1 020 16)n 1477 941 um 022 11" 941 125.8 Bos 101.9 941 1112 791 812 941 100.0 777 7B1 SO 91.7 759 71A 941 $5.5 751 695 M5.4 44 $1.0 IMS T4.D 737 44.6 $41 T3.3 TM � �L >87n f320 894 1379 703 110A 894 476,9 76T 913 096 1D24 75] 675 094 919 TO T3.3 D9< 0'4.t 730 66.0 S94 T82 72) 65A Di 47,1 894 67.0 701 41.3 091 66.1 698 9DIn 89.1 671 08.7 699 7I.S 671 743 5S5 61.4 STt 692 575 517 671 50.2 SSG 47J 571 519 868 43.0 Ell 40.6 651 36.11 S39 30.7 671 317 531 25.9 6/1 379 526 p WN 70.3 620 72.9 427 3A0 no 51.4 819 60.6 69D 63A 507 443 520 41.6 502 393 590 43.0 A94 35A 52D 39.6 485 139 1T 26-] 690 3f.6 A69 ?ZI sw 29.2 AM Q IRS In 41.7 4W S6.8 AZI 41A 466 42.9 414 359 46E 37s i0B 31.1 466 3L9 402 2f.6 {66 29.7 !96 N9 A66 ZTA 39S 207 0&2 f7J1 ;ES 21.2 315 15.6 (66 19.6 3T0 _O_wr1111. ALE 441 461 400 3V 441 399 393 3LT 441 24.1 387 28.8 441 3U2 302 25A 44t 2Z2 3T6 229 ALI 24:9 172 %1 369 16.4 441 189 ass 14.3 441 17.0 351 fo Nm o' cMT n ]69 370 3S9 344 902 31B ]tA 339 259 p7B 26.H 33{ 2Z7 $78 73.7 !33 2U7 378 2l.3 326 19.1 MR 19:5 321 15.1 31S p-' ?� �.' `? 144In 1 21.0 1 262 1 21.2 Z42 S7.6 263 1 IT$ 239 15.0 262 159 239 V 7 3L610B AticharCapadlyrablepb3l ANCHOR CAPACITY ADJUSTMENT FORMULA: �-'N ff 90 a mulrate 27K t0stctrse Wknot10. hwow G4D I Fme.cmu FTS1= Me4A (Dp )X(ANCHORCAP..,,,,,•." �ANCHOR CAP.,,, SIT Elc* r 916•Eko 114'SSEfeo 4106tetl faZSIeeI vi2SW MULLON CAP.__) ARehOTG8pPR116ma A1x74t+ 31f6'�mlMmcal vrIXouDaeOA ""on w16'aeo101M. 94'EkaUOtsebn urtmcm Agp4eGdtr serew(ca)sernp{Gb) serex(ctOj USE 7111S FORMULA TO OBTAIN THE'ANCHOR 80gep41arce Onx Y 2az r z-v2.• a•1re• I" 74m 1• 71ur $-IV r VAe• UE4' maw CAPACITY REQUIRED"CORRESPONDING TO AN n 1Q1d' 1.".'4' 1s14' L3f4' T LR4' 1Nd• t•114• 1414• 1.v4• r I-MI tale• V& ACTUAL PRESSURE REQUIRE?SENT FOR THE teems swna 4w1os seams tsutm voan2aose as4uu 74o1rs Dn msm s4sfm 4r4los ssoaOPENING,WHENTfISLOWERTHANTHEMULLION AKa44s�1.45'kln o.4lStald4la(if oRs*1)CVp D1l32p 487 ma 700 ms H7A WA HN R/A 3SOIOc WA WA WA WA 6e211n: 0851t4 1f2141m CAPACITY(FROM THE TABLE)OFTHE S[1ECTED4AmtP.@XMIn.D•a./(4f 2t5 A101GCSD9/(F1y 31: 787701 7601ta 66aac I=zo See6ms a4016 sla its NIA -Mlta SMIbs JBDZDS ®ems t4esml 112014a MULLION.IT WILL YIELD A MINIMUM ANCHOR SAW-00.6(•Mln.o,C4U.G11,W0.1WAuln.ft 4Z HIA WA NrA WA NfA WA WA NIA WA WA WA N/A WA asa kc CAPACITYWHICH MAY SEUSEDTO QUALIFY IAKtnr/RCDpI67y G: 11510s Its tos 22s ms 445 t� Oa m1136ms sdee4 47f4a3 17-0 am ma A74 ibs 170103 a4 ins 2800a ADDITIONAL ANCHOR OPTIONS FROM THE 2A3d411R®1.7S h8n O.C1FC4p(Fla 6Y ZbDs 9501at WA WA NIA NIA 1901ta WA WA WAS WA WA 3di lD; 4421A SW R» ANCHOR CAPACITY TABLE. PROr70LTI4EVlSFA I as complying wflh th*Fl0ti1� Building Cod*16„67-T S 4S FIGURE 1; FIGURE2:. TABLE NOTES- AaepttmcONo21 • ® ® ! 1,260` GK its[it1a 7)01a 7 i)SEESHEEI•S FOR INSTRUCTIONSlONUSINGTHETABLESANDSHEEf25FORINFORMATION IIy ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mtpm Dad.F.6.etCA0b ^t\I1 S111ft/�• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�\ N.(V,N l'4i RGURE3: ! �� 1n .......•.. e i�i 3 MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE.FOR MC DIMENSIONS,SEE ti�•r''V\GU9SF'•.`nj ANGLE ) T CLIP MUST SH£ETS21-23.14OLES70 BEDRILLED IN THE FtELO FOLLOWING DIMENSIONAL RESTRICTIONS 7, ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. pin,SS706 IN PAIRS: 4}SUBSTRATES-.CONCREfESHAtI CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND FIGURE4: FIGURE5: FIGURE6: GROUT-FILLED CONCRETE SLOCK L14I7(CMU3 SHALL CONFORM TO ASTM C430.WOOD SHALL !� •-'O•'. - y i�1 ' BEPRESSURE-TREA.TEDYELLOW SOUTHERN FINE WITH ANSGOF0.55.ALUMINUM SHALL BE 6063TS AND BEAMINIMUM OF,106'THICK.STEEL STUDS TOBEAMIMMUMGRADE33AND 'U '•.!LUR1O1•' '��' ® ADN45'TCK(1813AUGE).STRUCIURALS7ETOBEATLEAST.I2S1)4ICKANDA38.ALL C �• CRtNMIOALHO SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MAERIAL 1.2G'Xa.2S"X.624• ��i '•/()(1(��.,L��^�t` ® #1D&Al2 ANCHORS INTO WOOD MAY 13E STEEL,18-8 B.S.OR410 S.S. MULLION Z(ti)N01b1Ci.�R.P.E. I FL P.E.#567M I• I I i I i 11A31 LSui mcapa06Y7shle phstlt5 I Dpening vs5dfh(hlrvOtflca7yspr4nrilnpmlNar�DrOpenln9 H61gfitffoTholtzadell;rsVanNng 7nti6on9) LG0.C�0., 601. 601. 701a 80y 9Dia 10014 T2a in 140 i1 led Aadvn801v TmKe Rvi- m Twplydang• lust- r 17 dal a 3.84 �• n0LL lFdv 11M1g9• R mpDhr ToyAtanp, RvdslgJhr 2}ap71'dvng. Reanipular 7np717anp, R.as�viv 7 p7dvnp. AaUaa2aal TraMSavp. A.ctanpua 71apTaang. Lva.g L.ft Lesdl.p L.ad'o0 Wdlq Wft 1.242 beffe9 Ld.110M LaadLlg Lvad4 9 Lavdin➢ Lasdmg Lasdmg Weida LOddmg Lvadog IavdM cte GOi mtfe ,� 3 � �'.. 3., z �� •s 5� €G �s T w � �a� � &.. � •"�� 5 a"_ s •�., �' B •� s� � �.. s �_ �' %: � On o a+ n a d 2 ,. a€. ? �@, •€. ^•� �L �E off, '� di n9 " • Ga` G ua• o 0o v be u oe ct II St oe u sie 1�i $., .% .- €` € s eta =# .a € e s m 8d ^z�2 �z �s .Eric -a �a �a 1� '1 �3 s �& �E `ds �e � Via' �4 a �a �& �a FQ sE 2os � �� N 121n 170.0 620,170a 435 170.0 74{ 1704 470 1704 85e 170,0 SDG 170.0 992 17D.0 E19 170,0 file INN 621 V➢-0 INO' 170.0 521 1, Tlafl 170.0 521 110.D V35 17ko 62f flu 1583 170.4 621 B11 170,0 706 17d.0 624 17ax 550 170,0 504 170.0 992 1T0.0 MD 170.0 flag 170.0 661 170.9 1276 110.0 677 170A 141T 170.0 690 170.0 1700 V4.0 gal 176.0 1983 270.0 880 170.0 22V 170.D 880 .,82611 170.0 747 170A SM 170,0 Sat �170A 631 114.0 1946 f70.0 L64 VOA T131 170.0 T7] 1700 1345 17U TAT ROX 1494 170.0, 156 1TOA 17g3 17a.0 ISO 770.0 2092 J74.0 756 170.0 23% 1T0.0 756 LY° co 841n 1T0.0 787 170,D 612 770.0 956 17D,a �I 17DD 1116 170.0 764 170.0 1279 R0.0 Boa 170.0 1434 170.0 ON 170.0 1544 V0A1 259 170.8 1913 17GA 061 17U 2231 t70.0 561 160.2 Val 170.0 B31 LJ O$ 0 Gala 170.0 %Be 170.0 Tot 170.0 feel RDA 797 170S 1240 f70.0 We 174.4 14i7 174.0 944 VOA 1S94 570.0 536 00-D IM 170.0' 1033 170D ITS 170.0 IM IM3 2163 170.0 iOM 14.8 IIM 170.0 1D53 631n 170.0 530 170.0 745 inn fife V0.0 use Tm.0 Tm 170.0 No 170.0 1408 IW 1019 170A 1673 17" 107D TMO 1052 170.0 1122 1568 206E 170.0 flea 1345 2060 170.0 1111 117.7 2050 Va.O 1171 681n 110.0 374 MA 739 170.0 1169 t70.0 gm UOA IYA i70.0 1002 IUA 1558 170.0 108E 170.0 1753 170.0 tf65 IM.4 IB48 170 1210 143.0 TIES 1710 1275 122E 196E 170A 1205 107.2 fle5 17M 128E = IL a m 72in 170,0 CG3 170A 819 179D 1215 170A low VOID lea f/D.0 112E 1T0.0 17OD INN VA 1S4-1 V34 11LO 1215 13a,7 1734 169.8 IM6 T15.8 17N IWA 1364 $9.1 VU 154A 13S2 OU 1734 1502 1352 � -1z � s� 7GM 170,0 1122 INS 937 17AD IM5 1MO idea 1W,6 155E U0.0 t209 141A f$66 15S2 1235 131.1 155E i6t.5 126E 1iTA IWS 141]1 1231 96.3 155E 12D-7 1229 84.2 199E 1223 1212 73.T 155E 1212 121E L 2 7a In 110.0 1161 1T0.0 S67 170.0 1301 VOD 111E rj5S.9 14T7 162.3 1245 05A 1477 1520 1227 1 IZL21 1477 139.1 120E 109.1 1477 1255 if91 BOA 1477 i16.9 1169 775 1477 110.1 1153 683 1477 1093 1154 V Gofn 14ZO ISit 165 SOD 115A life 1239 906 1101.6 ilia 107X all 80.8 1110, 933 ell 799 1 Ilia 87,S 922 7L4 111E BQ 910 692 Slid 713 891 50.3 Ilia 6" Ing UA ilia 623 270 961n 117,0 9T5 Rai am 97.6 975 10T5 age 935 975 B63 U2 732 $76 735 DID 65.0 975 7L2 817 63.5 975 65.4 IV 41.0 975 S7A 789 41.3 975 323 77C 366 975 493 10 � x.� - C 1055n 822 771 640 m 685 771 iD] M 587 I7t G13 IN SSA 771 643 VA 451 Ill 49;d 665 41.1 7rl 44.8 DO J47 771 ]BS W2 29A 771 _LED 621 25,7 771 32.4 512 if178 75.7 730 7T3 661 60.1 730 LSD 630 5/.1 730 563 S70 !73 130 49.9 63f 421 T30 d5.0 622 92a T30 4t-1 GU 715 7]p 35.E S80 2IA Tea 3t9 Sp9 273 TSD 209 661 W tT� 1201n e9,9 02t 6ld 559 !93 b7d 611 560 A2D 62d 443 552 3T5 624 89.2 644 373 62l 953 5N 30.0 62A 722 531 ?SA 824 27J 619 21A 614 21,E 659 15.7 674 225 $01 ¢' x Y Y 144 in 349 433 SS,1 49p 28,9 433 29A 396 24e 473 2S4 39D 2f.T 477 224 205 193 433 20A 381 V3 433 l52 N8 }•- U v ¢ O O Q ym0 3LE11$ ANCHOR CAPACITY ADJUSTMENT FORMULA; 1A AnchOTCapacl(y Table(Iba) � �i '�+ a $O:m¢' Su0aIr4lC 27a COMM uk:c= Hwm cmU F7LDOaALL PTWOW mtsa ANCHORCAP.,.,,,, 5W�¢`0 iDw)X� >=ANCHOR OAP AmIfflype USG Dee 1/418S FhD USG Ek0 1/Q'S6 flea tq0 Slttl 8129101 1H29ktt MULLION CAP.,,,,,,,,, AnchOrCgp Pafferne ytG IIcOUM1taa7 i14•FxouamcOn unrocon 3tts flea Iftmal fH•EkOutuaeejl AWV.*Qr u5racon ASOtaraler 8c2w(0)1screw(65) scrcw(cq USE THIS FORMULA TO OBTAIN THE"ANCHOR E42eDIs1erc04nY 1• =e 1• 2-frr 3.10 1• z-vr r 2-v2• r ! sofa• x a" 0.64- aa24• CAPACITY REQUIRED`CORRESPONDING TOAN Em>xanenl faro• 1ar4' 14t4• I-TIr r 1-vr 1•v4• t-v4• 1-174• ta14•i S.W. 2• say cars• votes ACTUALPRESSUREREQUIREMENTFORTHE 2Anb-a479maCm wstandOmaorcctCIOPa.1 000M ssors � moAe IA aDl. 29Dtm D5410S 740l s'7dms 1rb 9d6u0 adfms 4421s 6EOIm OPEN(NG,WHENiTISLOWEPT"THEMULuam d NcnO5•MIA aa/SlaMamlOr UaepC7pl710.Zt 41r41m 7cO Ds NIA WA WA 19A 08DIm WA WA WAI WA WA i;92 fm 68510E 1120 CAPACITY(FROM THE TABLE)OF THE SELECTED {AmMnf�B•611R,O.C.7 2s6 Atgk CO>r 7(F1A 9x 7MIm 7001m 680&: 19W IDL 18961Ds SdaOw 6®Im NfA 76aft 748I ago 2. +a52tre 692rts ees c4 1120 Dn MULLION.ITWILL YIEW AMWIMUM ANCHOR 4A=tnm iS D.54"M01.O,O.I U430p.SnlO:laP Nurtl 910,.1): NIA WA N. 7lM H1A Nat WA NIA WA NMI WA WA 10A WA 12b71ln CAPgC)7YWHICH MAY BE USED TO QUALIFY tAttlulFCOp ff10.61' 10503 10SIm 2257as 443 Da azzlm i3Elha 140 go 1771D6 s19116 lm 1Ds suns mslm i7DiDd 221 its 28D me ADDITIONALANCHOAOPTIONS FROM THE 2xxtca OLlBMIn O.CJF-Cva(He. 240W 3W@s NIA WA NIA WA looms WA WA NIA; WA WA 341 to% 442 Ua 6so lm ANCHOR CAPACrIYIABLE. T'ROD,UC7ITEVISgD m comFlYulLlvi91 the Fltlti�d FI 125U• Aeccpltagnm GU RE FIGURE2: 140 o.a2.1g.a TABLE NOTES: L4xpi Date 11152( ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLESAND SHEET25 FOR INFORMATION Ay ON LOADING.SEE SHEETS2.4 FOR QENERALiNSTALLA710NMETHODS, M DadcTroWct 2)LINEAR INTERPOLATION 13ETWEENJ MULL LENGTHS AND/OR OPENING WIDTHS M ALLOWABLE. `�� (4IYNIVM FIGURE 9: ♦ 11Qi�.,.-..... Ile, ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACTDIMENSiONS.SEE 3.94' :�� CUP MUST SHEETS 21-n HOLES TO BE DRILLED 94 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 7 SHOWN ON SHEETS 21-23.FiGURESiSHOW SUGGESTED,APPROMMATE ROLE LOCATION& 'SE USED, ,yo,30705 114PAIRS, A)SUBSTRATES-CONCRETE$HALL CONFORM TOACI301SPECIFICATIONS.HOLLOWAND GROUS FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AM t?9D.WOOD SHALL FiGURE4 FIGURE FIGURES BE PRESSURE-7REATEDYELLOW SOUTHERN FINE WITH AN SG OFO.5S.ALUMINUM SHALLBE 624" �fU1• ST p:�;.(U�' m 0063-TSANDBEAMINIMUMOF.10VTHICK.STEEL STUDS TO 95 A MINIMUM GRADE 33 AND C '.,lLpRtOr,. p 045"THICK(18 GAUGE).STRUCTURAL STEM-TO BE AT LEAST.12.57HICK AND ASS.ALL ,F l ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIA(- "/,' #10$#12 ANCHORS INTO WOOD M4YBE STEEL.1E-S SS.OR 4410 SS. 1,25•X3,94`X.s24' t ® A.�yNR MILL�`R,P.E. MULLION FL P.E.#5870E I I • I i • I 12A I Mu111on =pTabla lbs,7t2 I a nAn Opening lNlIn(forverlically-spDOtfllg mdQDrr)orOp6ntng fnd4ons) 501n BDlq 701n BRIO Do III 100v 120 to 1401n 180[rt ReatanWiar lYegfTdmq, f7ecl4npdoT 7mp9d9ng. Axtm90far Tmptal•np, Fieelanpdm 'i)aA?6an9. AtGimtD+ler 71spNenO. Reganpp•r 1tnp7TOa Reetenadar ThplMenO. RweI nVftr Tmpl nDa. litacgwv TImP7d-9. ft�z o K,26 Londn8 L.IdDv laaan9 LmadaO Lowing LOadup Loadn9 LaadnD LaedIV loading L08dng Loadap faedav WWII; L-dng faadn0 tmadn0 LnadoD SaT Oo Dan g $$ lL ��� g >i a a If A H aG S 6 a 1s a e a- cra a m B sa a s 421n tmo 020 170.01 435 1170.01 744 1170.0 472 17MO = V0,0 SM WO.D1 982 110.9 619 1760 1515 170.0 fiat 170,0 1240 170A 621 170,0 t458 17" 521 1710 173S 170.0 521 170.0 ISM 170.D 521 Z O F 48In 170.0 70a 170.0 S24 110.0 &s0 170,0 6V ST0.0 902 110.0 830 170.0 1133 VIM) 661 t1D.0 1275 17DA On T70.D t417 170.0 a00 V0.0 1700 T7a.0 am 170.0 te83 170A IsBo 17D,.0 2287 170.0 680 J W 10A75In 1710 747 170.0 lM3 V0.0 OG 170.0 831 1-104 1046 ITOA 684 170.0 1Ts5 170,D T23 [70.0 INS =0 747 MV 1494 170,0 75a 176a 1793 170D 768 ViLO 2D92 t70.0 768 i70,0 2791 170.D 766 b 2 Rlb 1710 70 1710 M2 170.1 958 170A 891 1TOA t118 1T10 754 170.0 1215 170.0 Sat 1704 1434 170.0 s3T t740 16M j170.0 858 1709 Oft 170.0 881 (70.0 =1 f7D,0 asf 171p 2660 170.D 08i � 1�o co 40 In Imo gas V0.0 7D1 170.0 1083 170.0 797 170,0 INN 170.0 975 170,0 14f7 170,0 044 170.0 15p4 170.0 9B8 1T0,0 f771 !,170.0 I= 17D.0 2125 174.0 10M 170.0 24M 110.0 I= 160.5 26a0 17D.0 1003 63in T70.0 Wa 170.0 745 M0 1116 f70.0 S50 MO 1342 170.0 940 MIT 1435 1Y10 1015 17aA 10n 17a.0 1078 170.9 IBM It= 1122 J104 2231 170.0 1168 1601 26% 170.0 1111 146.9 2552, 170.0 SWI r" � � 661n bO.D 9T4 S70A 789 170.0 5188 17rt,0 g0.7 17D.0 t364 1110 10DZ iTDD 5550 1710 ;p86 1720 A53 170,0 1199 170.0 f949 1170.0 1210 S7A0 =9 11MO 1278 151.9 24ZT 170.0 12M 132.9 2437 17LO 12BO ' 721. 170.0 5061 170.0 870 170A IWS (70.0 1009 170.0 1aBO V0.0 1120 170.0 1706 170.0 tt25 170.0 Oft 170,E 1316 170.0 2t26 Mg 1387 143A 204 170.0 1438 1268 2184 170.0 1829 1D9,2 2}8{ 170.D 1630 10 8 781. f70.0 7122 170.0 937 17" 1243 170,0 JOW 170.0 167D 170.0 120E T70,0 1704 170.0 1322 186.1 198D 170.0 14Z1 10.0, 1S60 V0.0 I= 121E 195E 191.13 1648 f08,1 1990 154.0 5635 02.0 140 1627 t631 +�y LLLLLLS!!! 78In 170.0 1151 110.E 987 170.0 1381 170.0 1118 V0.0 1511 1740 1250 170,0 1047. 170.0 135E (617 1501 170.0 1474 •137.4 1081 N&I 1600 114.5 1551 147A 14M 90� iM 139A 1499 8S0 1651 137.0 1454 J 90In 170.0 1328 170.E 1144 149.1 f39a 15&0 I219 12L8 1396 136.a flog, 111,8 43M IV 117E 99A 1396 110.2 1162 89.5 1398 101A 1147 74.6 1380 69.0 1E 63.9 1308 82,7 1105 55.9 1398 732 IGM F Q Oa In 147.4 IZ2 16iX 1098 122,E 122E 121.5 1878 SOLI 122E 1112 i061 9i 5228 9&9 IN4 81.E 11a1 ate I= 73.7 1229 MA !016 8f4 1229 722 893 6a7 122E 75,E 07 40.1 171E all $67 Q �Q� ti Zc 10314 103.6 V71 105.E 577 0&J 07l 5&0 682 74.E 0Yi T7.2 649 64.7 871 85.5 &17 57.3 871 51A M5 ELL; 9j1 595 415 47.1 97f 4&0 796 .37.E 871 �4.0 T82 32A 871 40.8 T71 (F!? ID p 2p a� tfi t 95h 9f9 07.3 872 78A 918 01.E 818 65.1 919 -im, 008 69, b19 BZ9 701 63.0 Ito 517 794 4L7 910 61.0 774 $1.7 919 4Lt 75s SL7 312 442 742 29A 9f9 ST.t 732 f201n 75.6 7a8 75.8 716 628 T. SSd lai 33D 788 55.8 995 47.2 78S 40A 656 413 728 44A 877 37.7 708I 4&5 gas WA 7d8 30 SM 27,E 7O0 3L0 941 1%6 743 28A 831 lY .tl. 2 � 1441n 417 W M2 504 314 546 37.0 On 41.2 "a 31.2 491 2r.3 548 2B2 as 24.E 648 ?S,3 Z. 21A 50, 229 474 itr3 W-T S()A 4B4 1fiA 8t8 172 455 132 $46 15.5 Mt U X 1v O 3LE 128 ANCHOR CAPACITYADJUSTMENT FORMULA: 4.g Z S;y Arjehor Capacity Takla lh0) ANCHOR CAP.,,,,,,.,,sumtralm 2.7k C5mme DLkcmr. howx cmu 610edemU Mem (DP„a)X( )-ANCHOR CAP.p, :d b E L An4:10-tylK° 3'16•&co[l0+aem 114•IIcaOprecOn HIG FicO MI6'Eft Up)aarn 11C EkmUSmeoa V4•ss FJwo yf6•SJc. 114.9361cm 81051od M12sfocl miis(eat MULLION CAP.,,,,,•,,, n•�rc'-s Anch.rCllpPAtlama oDracon Agg 9i0r Oaracm AMMOattr scmr(05)Srrar(c5) scrtw(DS) USETMSFORMULATOOBTAINTHE"JWCHOR Eopeastambm I. 2.ir2 r zvr z4fi 11 gl7lz r 211: z 31t 2• VA. d-U. O-W CAPACITYREOUIRED"CORRESPONDINGTOAN Eun0ednm10dt Tali- 14r4• 14W Tara• 2 I-W I-W 141a• 1-174• 1 va•+ 1•va• r 11%, 1.Ns' .min ACTUAL PRESSURE REQUIREMENT FOR THE AMhom QVIF MrL O.C.I Lla71ad OrOD101 Cap 0•T0.T&4 =2a' 30391f 1 0001 MW ISRA0 270 tD 280" 3545bs 7401w W4Ib1 VA its 94s)ca 041ts .4-. 5661ft OPENING,WHEN IT IS LOWERTHAN THEMUl1lON dA4Kbcts 02,tg•MlnotL151a10anf(mO(6GUC9b(F1p.9k 740M 74028 I EO Ib1 IMnS 1424t1 WA Own. NIA Go5Da NIA -Leg0a WA Gaits 8&11m N2olb1 CAPACITY(FROM THE TABLE'OF THE SELECTED SAIanOM 01.T4 MIh O.G tS180 N(arMel)C8p(Rp. 6851h7 D501 753)m !9459m NIA NtA iWW NIA 7901Is NIA, WA WA 1022Ibi 19271m ISM It* MULLION.ITWILLYIELO A MINIMUM ANCHOR 4A0:ia15®9•MN,O.LI(�?o6A0210CaD3J(F)p, 7861(s =Gwlb� ROWS 5ftlOa 1806IOs D05 5�103 NIA 7801bs 74O tbs SBOft TSSi2tbs 18albs a&S R¢ 11201a1 CAPACITY WHICH MAY BE USED 7O QUALIFY sAn:lnn�aMIA O.C1W24sA+101e C7Da/01F 6Y 11TOtba 3M WE 2M Ins 81 bs B40%; NIA 114E DS 11221b5 18mlbs 2e9B Im 10221a1 132YKa 16BDADDITIONAL ANCHOR OPTIONS FROM THE 3AMr,=0.1.34.7AhO,C.JU-Mp.1010AZTAlmn.(t7p.7); WA WA Niq WA WA NM WA MIAI W, !VA NIA WA 079 ANCHOR CAPACITYTABLE.6Amran00.64-Mh 0.0.1 bLaD,m1f,.IZW Alw1 ft 6z NIA MIA NIA WAtm pAChJUCTABVJS£A ZAnclna®268•MfLD.6JFCDp fflp•DD 31ata 7dS its 7M lb3 N/A 28a AS N//t 3aHla4 NlAi 440 ka WA 941IIxs 442MS SOIt,$ SAICIKrs0171-MN.O.R1 F411p(Rp.f67 4431ta 973 Wa MIA NJA 1Sl ita NIA SDDIfa TUA! WA WA 6N ms 66l Ina two E. Building Cod.101 d+0 F[aeidn 771:FORTHE OFFSET CLIP,USETHE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Ac j mom ND 1G-021$,ds CIRCLED VALUES ARE USED IN THE EXAMPLE ONSHEET24. Fxpl14M.D>!e QDQS iGURE1: FiGURE2• FIGURES: FIGURE41 I B TABLE 2.000'a m m a m o e I Mimi)Dada FmdOct Can 111t1I111111j o m 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLESAND SHEET FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ( i), ,J GENEpALINSTALlA710NME7HODS. ......,Mqe, 7GURE6: FIGURED 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AN61OR OPENING WIDTHS IS ALLOWABLE. R�:• if!. • e ® m m m o m :'+�'" too.G6705 j- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 705CALE FOR E)WC7D1MEN5lDNS,SEE SHEETS 2123.HOLES 70BEbRlLLE03N ' 4,000" _ 1 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE a m LOCATIONS. IMAT _ FIGURE77 FIGURES: FIGURE9: FIGURE iO: 4)SUBSTRATES:CONCRETE SHALL v^•., sCnTE� e IE ANGLECUP(FIGURES5&8) (CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALLBE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55•MUSTBEUSED ALUMINUM SHALL BE6063-T5ANOBEAMINIMUM OF.725'TH(OK.STEELSNDSTOB 46°EAM(N(MUMGRAOE33AND.0THICK(18 2'XA•X,25•MULUDNGAUGE)STRUCTURAL STEEL TO BE AT LEAST.I2S•THICKAMC)A36.ALLANCHOIZSINTOME:ALSHALLEXTENDATLFAv3SCREW1N PAIRS. THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAYBES A , I TEiEi.•18.83S.OR410S.5. FL P.E.056705 I . I i I ' I I • I •1 f! I f� �J .t I ' I I I E•11 .. _ MufOen is 7abte Ibw OpDnhigWidth((orvertiml(yspam[ngmtldons)orOpenfnfl His iBist((orindmrwv5pSI rQmdv0m) +� 501n so 701n w61 Po In loeln 12010 140k Iwk >c RxleagaW Tropr9lanp, Raelard*r Tmprrdmg, Raclnnprl0r 7raprMmO• Rxtanaeler Treprrdan0, RecimOdar ltaplldmD. Rnelmgdu Traprrd60D, Ractanwltr TrapMug• RB01BOO u TXPITdang• Re0(mglfer Treprrilaq. o 1X.26 LwdnO 10etfnD LwdnD Leadn9 10adrq L0ad0O taadng LaadaO Lcedim ,Waft LaadV lsaft La'afto WadaD Ludno L dnd Lando➢ L°ednD - q I.Tube 2, x F x n p r x x x x A p p x % tii (Igoe >; a.- .. ° b.-. .. •O Fa .. '��s it a. s� �• � g �, s� � $ a� � $ �•�. a � � u tiY, o Y u 8 � d s .€ Pg a =� A� � = yz m ¢z �x s z $g $a� z u e i2 N 170.0 B20 170.0 435 170.0 14( t70,0 47S 170.0 me vas, 500 17AD D92 170,0 silt 170.0 the f70.0 521 170.0 1240 170.0 $21 170.0 4t59 170.0 50 178.0 1735 170.0 S21 170.0 1683 170.0 S21 O h 48In 17a0 706 570A 524 110.0 850 110.0 sm 170.0 992 1700 030 170.0 I= 170-0 eat 170.0 IZM 170.0 577 -17a.0 1417 110.0 830 1-10.0 1700 170.0 am v0.8 IBM 170.11 680 176.0 2287 170.0 080 = 2 50.8291h i70.0 747 t7ma 503 vac 8m 170A 63t 170.0 10f6 17a0 m4 170.0 110S 170.0 723 110.0 134S 170.0 747 110.0 1424 me 756 17a0 I= 17mu 768 170.Q 2092 170.0 756 17DA 298E 170,0 756 ,Z a A co 6(to 570.0 7B7 v0A Bf2 17D,0 B56 170.0 Sol 170.0 ills 170,0 7.14 1700 1275 110.0 s03 170.0 14M 170A 537 170.0 15841 170.0 656 170.0 1913 170.0 661 170.0 =1 110.0 Bet f7a0 2w 110.0 Sal Sm to In 170.8 685 170.0 701 170.0 IM3 170,0 747 570.0 17AD 17a0 87s VDA 1417 170.0 044 570.0 15S4 170.E See 17D.0 1771I InA I= 17U 2125 170.0 1063 170.0 2470 170,0 1003 170.0 2533 170.0 1063 � co N Ibm 170.0 030 170.0 745 170.0 tt15 170.0 850 I= 13M 170,0 041 17a0 t488 170.0 10t8 O0A I673 170.0 i076 170.0 1659! 170.0 1122 17ILD =1 170.0 iIBB 170.0 2603 170.0 5171 170.0 2915 S7o,0 1171 Wh vaA DA 170.0 780 imo 116D 170,0 BW I70•11 ISM 1T04 1002 170.0 tW8 170.0 1088 1760 1753 170,0 116S 170,4 U)4d. 170.0 1210 t7DA 2330 170.0 127S 170.0 2727 110.0 I= 170.0 3117 170.0 UN Z co m 721n S70P 1af3 170.0 070 v0.0 t27S 170.0 10M van 1400 1TOA 1126 170.0 1700 v0.0 12M v0.0 1015 170.0 late 170.0 2125, 1702 1357 1704 2550 170.0 14BB 170.0 2P75 f70.0 1529 170,0 SSPP 1Y0.0 1530 z C_7 flgg � 76 In 170.0 7722 T7P.0 937T v0.0 t34e Ima t080 170.0 1570 17a0 12M 17U 1784 170,0 t822 170.0 2019 i7a0 14Z 170.0 2243 170,0 1S06 170.0 2892 170.P 1828 170.0 3140 170.0 UQ4 170.0 mm ImD 17011 g a OZ 7841 110.0 i1S1 170,0 907 i70.0 1381 170.Q 1118 170A iBl1 170,0 I= 170.0 1612 170.0 1385 V0.0 2072 170A 1474 170.6 2W 170.0 1584 t78A Z783 170.0 1700 110.0 3223 170.0 1777 570.0 *SM 170.0 57W Q min 170.0 1328 170.0 1144 170.0 159/ 17a0 1328 570A IBM V0.0 We 170.0 2125 17D.0 I= 570.0 2391 17D,0 17E3 170.9 2959 VDA 1919 170,0 206 v0.0 2t2S Oka 3413 170.0 2273 19.5 3413 170.0 Z30t Q mIn i70.0 S{v f7P,e 1232 170A 1700 tY0.0 1434 179.0 12B3 174D 1012 170.0 220Y v0A ve4 1700 255D 170.0 1852 170.0 2»S 17M 2095 teOA 3199 1704 23M 137,1 3f89 160.6 2470 120•D MOO 1Sa1 742e go . 10B U1 570.0 i5at 170,0 U09 flO.Q 1913 170.0 1647 110,0 22a1 170A 1570 170.0 2550 v0,0 20T0 1MA 276f 170.0 2271 148] 2781 fOLO 2335 123A 2761 140A a81 1o5.B 278! 128,9 2734 82.7 2781 118.0 2190 � N 1f11n 170.0 IMS 17a0 US4 170.0 lass, 1704 1700 V0.0 2203 ]71LO 1B32 170.0 2BM T70.0 2140 ISIS 2822 IdZ2 2245 138,11 2832 NBA 22211f 773,8 2&R 128,4 2188 97A 2032 115.1 2128 BSA 2032 1M.3 2096 uj K t201n 17a0 1771 170.0 tilts 510.0 2t26 170.0 SBS9 154.4 2252 152.0 10101 135,1 2252 141.4 IOU 520.I 2252 12T.2 1836 im-1 2752 11&1 IBIS do 2252 Salt 1872 77,2 2252 Bag I= 67.6 2252 8IA 10 8 HL x _ CO m 144In 125,1 1564 S2a,0 U45 10;A 1584 1m,1 1425 89A 158( 81.5 1407 782 1384 8D.7 13m 08.5 158{ Y2.3 1373 628 1584 85.7 1358 52,1 155f Sao 133D 41.7 ISM 49,2 1305 30.1 156( 44A 1283 Q N Q _°k ZmOvo ,SLE 138 ANCHOR GAPAC{7yADJUSTMENT FORMULA. aa C•mlY AnchorCn aril Tatrle lbn ANCHOR CAP.,„,- a4M6a1a: 27kCPne(eta 3.5ACena }f000NRAU I AOcdCAiU PTMYOod MOW (DP,,,)X� )=ANCHORCAP.,,a 3718'feea Ullracm iH•Ek0 Ui0p0at 'e m 511G"Elc. 3Mfi'FJeeUllraOn 174•E1en Uliroem 114'99 Flee 61irEl. VVESE6a 910 SteIt 11128ted Y1291sv4 MULLION CAP.,_,,,. McM77Ype: AnOhorCl(p 4atteme tlltrm0n AADreG?l0r USmaon Afa(cGalai Guen(s5)samy(65) scrax(GB) USETHIS FORMULA TO OB7AINTHE lNCHOR Elk: 4 7'7n• 1' 2.12 3-11r 1• 2-trr 1• z•trz• 2'i sva r O.ta• OSI• P.32a" CAPACITY REQUIRED'CORRESPONDING TO AN EmbMmMl Mr.. 1 1-SI4• 14W taro' x t-It4• 1.1- 1-114• 1 WX I•v4 1-114• r I.'68' tare• ,erica ACTUAL PRESSURE REQUIREMENT FORTHE :AMh-G 4.76•MIa.0.0 I SW ftc!W CISet 01p ff,S&n Mr. 3201m 4501W SW 1. 18441M 270Ihs 26010s 354101 AD16e 374RS 8641Da B(8 1b. 911kx 44218c 380 eu OPENING,WHEN)TIS LOWER THAN THE MULLION l Anehae®46a•MIa O&.1 Slandad(mODsetl Cup(F1p.01: Now 7MM awr,. 17e00e =vbs s4o Los sm Ibe 70B as vaoibe watt. ivvE 76921bs 6B21hs SBSIba 11201m CAPACITY(FROM THE TABLE)OF THE SELECrEC 6AnDWMd91.7V Mh O.C.7 SUrgWdWO61eD CIP 02,41: 11801be t00the taroW 25a5Iw WA WA 640Dss WA 10651W WA WA WA 13-03 17MIbs 2240 ho MULLON.IT WILL YIELD A MINIMUM ANCHOR 4AMb0n0r Mm O.C.1(2)215AN16 Urps1 n.3): 7w The 7601b4 5600a ISIS Ib. less lbs SO IDS 5w IM WA 740 We 7481Bs $80lbs 16921be 542Ib1 AMOS 112D 1bs CAPACITY WHICH MAY BE USED TO QUALIFY BAnsMts®5•AOrL M 296AT41a 0I931 S90,Or Y6W rae 1550I4s lase 1bs 31201be SJB21M S056Ra 1120Iba WA 15201bt U96W 1760183 3704W 155U irMN MR 22/0104 ADOMONALANCHOR OPTIONS FROM THE 12AMhOM@ 10 Min,0,0.7(2)a5Ar4%CUP$1(FI0.7Y 1ee01as 25001bs 1440 lbb 3780Im WA WA 131o@s WA ISONe WA WA WA 204516s 26541be 3360 Ns ANCHOR CAPACITYTABLE. pR£(3UCE'REVISf3D 4AMhaIn®1.31•Min. ru-gip,9lt°.125•Ahm,1F10.eh WA WA WA WA WA WA WA WA WA WA WA NJ WA WA 14301be PRODUas lCrRE1IS0retRtc7dle B IRE Q0.64'Ma�0.0.1 ti0la.Inl°.12s X...(Fla,Op WA WA WA WA WA NIA WA WA WA WA WA WA WA NIA 26B11at j+--•2.000"�-I Building Code, 2Anah-04.m•Mb,O.Ci FCop 11,10): 3m IN 39010e 1-IM 88016a 1515IOP 270 R. 2B0IDe 351 rox 740lba 374tbe 630Ibs MOM 3410a 4421M 5801bc ActtplaOx NO fG-a'32-1$-03 4APch0m A11.77•INn.0.WF477p(fYi•51P Sm IM 7m @: 5051bs 12981b1 WA Wa 47016e WA 633If>z WA WA WA 920q WS(bs MCIfat .250, i7ati Dsfe ♦jet DIE FORTH OFFSET CLIP,USE THESAMEANCHOR PATTERN AND ANCHOR VALUES ASTHE STANDARD CLIP- ' TABLE NOTES: 1 BY ^DUKE 7: FIGURE2: FIGURE 3: FIGURE 4: FIGURES: FIGURES:FIGUREID: FIGUREti: I hLam de ihOduct • 0 e ° ° 1)SEE SHEET 1 FOR�,INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON 11 t 1 1 t 111 i 1 LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, TION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 2)LINEAR INTERFO� '��r''��L'ti:NS..•••.,'P a e • o I 6.000• ��� '•,•�i e 0 e e 0 •• •. a 3)MULLIONANDMULLIONCLIRSSHOWNARENOTTOSCALEFOREXACTDIMENSIONS,SEESHEETS ;'1t7f mu.r8705 '• ° 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL R.ESTRICTIO24SSHOWN ON =_ IGORES FIGURE6: E-. .l SHEETS 21-23.FIGUN6 SHOW SUGGESTED,APPROXIMA'TEHOLELOOA710NS. /f-spy �6 7,- ANGLE f/t Its .� GUp q)SU657RATES:CONCRECE SHALL CONFORMTO pCl 305 SPECIFICATIONS.HOLLOWANb GROAT'-FILLED -Ll i(FIGURES CONCRETE BLOCKUNIT(CMU)SHALLCONFORMToASTM090.WOOD$HALLBEPRESSURE-TREATED %�� ' °ATLO] EDE o ° MUS YELLOW SOUTHERNPINEWITHANSGOF0.65.ALUMINUMSHALLBE6063•T5ANDBEAMINIMUMOF.125"MUS78E THICK.STEELSTUOSTO13EAMINIMUMORADE38AND.04tf"7HICK(18GAUGE)STRUCTURALSTEELTG �irSic)N�° ° PARS. BE AT LEA5T.125'7HICKANDA38.ALL ANCHORS INTO METAL SHALL EDMND AT LEAST 3 SCREW , i THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8S.S.OR 410 SS. 2 MULLION LFNp,F-g 68TOS P.E. r f I I. i1 F'l • H I I it 14A MBIfIon Ce ae Table IbsRt� e �i�3 5 OpenlnOWldthQarwriltaly-spemingm+lltons)m•CpanInCH6Ight((DrhstlzorABlyspamnOmtlllOns) � 0; 501n 901n 70h so in 90In 100Iq 1201n 14010 ISO In vvcc C R-anninlaf TfaptTdarc Reclan9+dar T+ep(1'AsrG, Rooton9Vly 7+aplldan2, Reetar4vlar TmpR,lnrc. Richerolar Tmpilla:e Rectura lar TnpTlarp. ft.tcn9Maf 71aR7duq. Reelae V TMprrd.;. RW.MUlar 7rap'n M. qx t= 211" Loamro Load n0 Laad n9 LOdNAO 1039ro Lwd g Lm 0n9 Laad 47 f2v L.Nft L0af008 j Leai00 Wadtril Lwd1f0 LowW La"n2 lAoft Ira rc cY g Atom § �,.. g.. au a.. '�.. a .. s.. a � .. 1 ,. ., ,. i'` faun �� $ a 5 Q $ 1 s s a � a� tv �- � �' � � a �' � s �' :� a � � �'� a 8 G 14 �� is � � a s� g �g+�g1e� s y s P sy s€ sE s s_� s � 0 4;171 s b+R E4 d d`e" z8 <. dX '� x dx � p'� O ae-m 421n 144.2 52S 167.0 42B 120.2 S26 14&e 419 1030 MG 138,8 414 De.5 SW 13L8 41t 811 626 134.i 411 721 526 134.1 411 89A &7B 134.1 1S sffi 130.1 411 4S7 528 10Li 411 UJ a8 to 0&e 4M 1040 03J 80.8 4W 94,7 325 S30 403 Ee,4 320 e0.4 VT MA 311 67,7 40] 79.1 316 4&3 40B I7M 314 4M3 403 Te.6 4.5 403 7B.6 314 302 403 7e.6 314 = Z i0876N 823 362 91.0 301 68.8 362 7&9 204 685 382 TL9 739 61.6 W2 07.2 256 46.7 762 54.6 2" MA. 3B2 1618 2M SU 35A 615 A 362 8&5 2&4 25..t 0$2 83.8 283 64 in 67.B 215 74.1 267 59,5 310 64.2 2dt 485 318 87:7 218 42A Zia W..5 2W 37.7 31B W.8 250 33A 31B J49.6 249 2a3 31B 49.1 4.2 31B A2.1 2i8 21.2 316 49-i 248 c p co W N 416 2M MI 210 Ai3 255 43.7 2t4 35.3 Z66 40,7 210 30,9 26B 37.2 20 2T.6 260 34.9 Z4 2L7 250 j 33.4 203 20.6 2SB 322 7.7 258 322 201 16.5 258 =2 201 Y U tp J 83In W Z34 A6.0 200 3S6 234 32S 186 S4S 234 3U 102 20,7 234 TLS 199 231 Tao 29A 16d 2tA =4 12&0 184 17:a 254 �.8 5.3 234 20.8 1B3 1%4 234 M.5 Ica Il! 66N 37:2 213 324 i87 31,0 278 a3.7 i79 26S 213 29.H 718 232 273 27A 173 20.8 213 25.1 170 1&e Zf3 IM7 1G9 MIN 3 Z43 220 1£6 118 2t3 220 18B Z N m 72h 2&e 179 30.1 155 ZL9 179 26.6 152 20A ST9 72.5 149 17.9 1T9 203 141 15.6 179 15.7 140 _ 78N 2d3 161 25.4 140 20.3 1B1 21.6 137 1rA 18i 18,0 135 162 181 17.D 10.1 Q 78N a6 162 7J.5 133 1&8 IRE 19.9 131 1&1 15L 17.6 128 Y Y < N LE1bB AnchorCnplalbTeb1e06i) ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z r� ANCHOR CAP.„„ suslnla 27a rntcretn la... cme. 1w1w4c11u ! Fvkd emu IlTwood mdar (OP,,,)X� ANCHOR CAP, 1fd'S3 Ek0 6n6•Ekn itASSF76o xfa$lctl B12 steel 6125tx1MULLIONCAP-„,,,,.,S'SS•EK0ut6xm ifd'F7e0Uem0m 3176•EROUZracan tt4•Ek0mlr4cm A yM r7r( ,] crcMla) sucr(G5) USE THISFORMULA70OBTAINTHEANCHOR 2•v2•. z• 3418• T a45 ost• Saar CAPACITYREOLIIRED"CORRESPONDINGTOAN4• tya• z 1-u<• 1-w• 1•vA• 1-vd• 14r�: 1-vr z 1s+s• ta'6' Sates ACTUAL PRESSURE REOUIR!_iv1fNC FOR THE V cy Q 5: 4 Arenan 4;3•RU&O.C-10205ArokC2p911Fl3-11 Ta0106 700Wn sso os 16®ms 1806Ws 540 tm 66010z RrA 760Iss 148 MCI 890me 1m2ms tszus e851r& 1439m OPENING,WHEN IT IS LOWERTHAN THE MULLION Q„•^ Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED MULLiOhL IT WILL YIELD A MINIMUM ANCHOR (� _ CAPACITY WHICH MAY BE USED TO QUALIFY -7 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. i TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHMT25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I '•RGDUCT RSV1sED I as wmplying with 1h.71 ian 2)LINEAR INTERPOLATION BETWEEN MULL:LENGTHS ANDIOR OPENING V410THS IS ALLOWASLE. BuldfngC0d0 FIGURE is Aeeelµmm t10(6-QZ7g••p3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO,SCALE.FOR EXACT DIMENSIONS SEE SHEETS21-23 Bxpuaa0nD0t ® ® ® BOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2116tEl- YELLOW BY FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS. M+ Dada lhodld' ANGLE CLIP MUST BE USED IN PAIRS. l l CONCRETE BLOC4)SUBSTRATES;KUKITtCMU SHALLCONFORMTOASTMCRETE SHALL CONFORM TO AOI 301 S090.W ODISHALLBEPRESS RE•TREAONS.14OLLOW AND FTEDED •125" `` 'o`tLYiVNM SOUTHERN PINE WITH AN SG OF0.56.ALUMINUM SHALL 13E6063-TSAND8EAMWIMUM OF•126' ! �� AsP,. 10ENSg THICK STEEL STUDS TOBEA MINIMUM GRADE33AND.045•THICK(1BGAU(Sq.STRUCTURAL STEELTOBEAT 1RG•X2.11•X.125•MUWON Q; �••.'it' I.SkST.125'TIUCKAND ASS.ALL ANCHORS INTO MEFtAL SH4JLL EXTEND AT LEAST 3 SCREWTHREADS BEYOND (INTEGRAL FIN MULLION) s 1 1yp•88705 THE MATERIAL.#10 g#12 ANCHORS INTO WOOD MAY BE STEEL•lM S.S.OR410 3.S. _ rr`N L O!' y ;VX`r AL01.10P;.-C�U��� - .LY NIMILL��t,P.E. FL F.E.#58706 i I I I ' 1 I i 16A a _ MuMorl Capaolt rTabl9 elft) OS Ne Op4111110WIdth(t0nedeaI sparWrgmtNols)"OponlroHalOhlvortarizoria4yepamirgml81an9) lsoIN 601n TO in eD IN 0014 SOOli4 12014 UOA i601n p Raetun➢nbr Ttap118MD. Radwgubf MAXNang RNIMWIar 71a1gMV. Raatentider Tmgmar➢, Rmlan9rx 7leprriml, Reetengdar TmpV rj- Rtlengwe7 mvpowg. ftmmD br TmKdmg. Realalp0or m*111mg. p a 3p iandng 102dn0 laedng TXOAD Loc6n0 L-Ing Lamina L..&u weew Ludm Lwdng Ln 11 11414V LOedag tuddng Loan 1,1,10 Ld%drq C it i.AL1ULL 'o o �7 a e v a d 3 3r n o t & a_a� � a$ fr" �� rsg in �� � s g_ s 43 � < a a & a z �� N Z FF-- 4ZIn 170.0 520 VAO 03 170.0 744 170.0 470 170,9 866 170.0 6W rite eri 174.0 513 170.0 1116 170,0 621 170A i240 �in.0 621 170.D 1438 170.0 $21 170.0 1735 17a0 521 149.1 t740 17a4 62f l]] Alin 1TO.0 706 IVA 621 1704 850 170.0 aa4 170.0 ant 17a0 GaD 170.0 1133 170,0 667 170A 1273 170.0 GTT 4r0A 141T G0.0 Bl0 1622 152T 170.0 w0 130,6 1622 17DA 080 114.2 1622 i70.9 850 50.6251n 170.0 7{T 170.0 ti89 tt0.0 886 170,0 611 11'0,0 1046 170.0 Gal t7a0 f10a 176.0 723 17" 1M5 i70.0 747 18l2 1443 ATDA 76s t3a9 U43 f7a0 758 117,3 1443 R0.0 768 1028 i443 170.0 769 n �g In 54In into 7AT 1T0,0 612 I70.0 D50 170.0 wi in.0 1116 47" 764 1T0.0 1276 t70.0 oia 160.4 1353 170.0 a37 144.2 f253�17a0 836 120A 7J37 170.0 ae7 103.1 1333 17D.D 601 9a2 1167 17DA 881 m O SO In ST0.0 $55 1Ta0 70f t70.0 IDS-3 170.0 797 187.D Via 170.0 $78 146.1 1218 170.0 S44 129-0 12% 159.E SMW lie's 12fe 18L1 224 47.4 T216 14a1 013 6f,5 1216 14a•1 913 73.1 1216 /1af 87s Z) in m 10 a1N 170.0 93a 170.0 A5 170.0 1119 17D,0 OSD 150.2 1150 1688 A33 iSih 1f50 ibSD 014 1189 tilt 1419 gag 105,1 "So 1Jt.1 665 0TA 1150 128,7 111 75.1 IUD 1282 870 65.7 1150 1262 870 1V21 -3 go 170.0 974 170,0 709 152A 1040 165,8 Bat tine 1648 Mae 884 114A 1010 133,1 aso 101.E 1048 MM US AIA 1046 1te,6 SM 7112 1041 f9H,/ d4l BSa fDi6 1062 616 57.1 tD4B SD8.2-!I6 Z Cn� 721m f40.8 a60 147.9 764 117.4 agD 126.0 TO IOU 860 ilDa TES 58.0 680 100.0 722 79.2 880 -a2.0 712 70.4 88D 85.2 70J 6aT ago 7.02 093 60.3 680 76,5 80 40.t II60 7a4 68II � -1 lain f1➢,7 79D 125,5 690 99.1 780 714,4 878 86,5 780 93a 657 TLa 780 l{2S 652 6a5 790 76,0 647 809 790 7L7 673 iAA 7D0 05.1 874 42.a 780 87.1 61H 77.4 790 61.3 617 TS In 110.s 750 St59 sal BL3 160 88,1 llil 78,1 78D OSA &12 B92 750 77.1 02l a7,5 760 70.6 1112 6S4 76D 1 65.7 b'OS 48,2 TSO 59.4 694 3a6 750 $82 686 368 750 65.6 Gal +^ g0N 721 6W 74A WO 0.1 ti87 e29 4Hi $1.5 583 4iL8 403 ib.l 6a7 4aa 476 ALL 6W 44,4 48s 3a1 6631 40A 48Z So.O Sw ml 452 M11 60 33.3 445 22A So 31.6 442 � Ilal Z N SS In 69.4 495 81.1 "3 'CPA 405 '61.5 435 474 4" 4L8 42T 37.1 495 D9.8 42t sat 405 WA 05 29.7 d9s' 322 ng 24.8 49S 29.1 40D 21.2 4R5 2&a 384 18.8 495 2a,0 390 � W�y t�C a� flI40N, F17ZI 429 353 24.8 391 ass 346 29,6 391 31.1 342 26.1 Wt 27.6 337 ?33 Sol 249 333 20.9 391 22II 32e t7A 301 19.7 s2f f1A 391 i7.e 316 39.2 Sib =0 370 33.0 WD 2T.S Z70 tag 375 24.0 370 26a 320 ZA 270 22.6 318 10.2 374 i 2MD J72 18A J70 58,7 30i Q N 30.8 289 25a 3t7 2aA 2B4 21•7 1f7 225 200 19.0 oil 110 276 149 317 17.9 273 C Q 1T.8 m ¢f:Lqto Z BLE15B i ANCHORCAPACITYADJU5IMENTFORTSULA u � Anchor ca a0t Tahle B ANCHDRCAP.,,o,,,,,,,OdNlmim 2.7k C 4mla 35k Done.. R060tr C61t1 FSI19 CAN PT Wttd Maul I _)X� )-ANCHOR CAP.- 5110•EltO 1148s Ekt Sn8'Dto tl4•SS EktW10.22M6 =1M 51aH S128tem' MULLION CAP-,p„ AatMriype: 7I16'Eteo URmatn I!4"Eko Ultratoa SItB•Eko l80eWn iA•EkoUMem on AZ;o r -as) Dc7ew(asl USE THIS FORMULA TO OBTAIN THE ANCHOR Anchor011pPaNema Ultroam A1wIaGelar utB'M. Sage gealat Mk r 2-tn• i` 2•1rr 3-1ra• P 2.1¢• r -2-irr x! 3•va• r se oazr CAPACITY REQUIRED'CORRESPONDING TO AN Embedmrnt Mt 1314 1-314• IW,. f•3W r t-ir4- 1•t!4' 1.114` 1.714' f-11-F 1dN• r •J•8• 1a11aa ACTUAL PRESSURE REQUIREMENTFORTHE 2Aaciam®5'MIn.O,GI12I2t6AIgb Cepsl(9k.tk SSD IbS SAO i6t 45015a 8901ts f7001 2701ad 28o 1b4 354W 740 tbt J7117n MD 945 li+1 T Ws SBOtps OPENING,WHEN MIS LOWERTHAN THE MUWDN 4 Alcbma03.6•hen.CXC.IM 215Aa010%AP r(Fk.3r. 7Bafas 7BOfba 700I0s 16700tt 2525 I= 510 Do MOO WA 11M. 745101 NO 103 1B921bs s t 119W CAPACITY(FROMTHE TABLE)OFTHE SELECTED 6 Am2wz 0211•Mtn.o,C.4 2ls antis CF(wf .3i: tT20Du 1iTOlb3 958lm 224BD» 22i4 WS WA 9101ta WA lase ltn wAl Malt- WA 1M two9tD MULLION-iT WiLL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONALANCHOR OPTIONS FROM THE FIGUREI: ANCHOR CAPACiTYTABLE. nRCbUCTREVT5BD TABLE NOTES: I as e0mp(yinb wtullha F7btid0 Stlldt Cade ICa-o2)$.p3 e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEr25 FOR INFORMATION ON LOADING, Avmpt==M SEESHEETS 2.4 FOR GENERAL INSTALLATION METHODS. OR& 7DZIFIGURE2 2)LiNEARINTERPOLATiON BETWEEN MULL LENGTHS ANDIOR OPENING WiDTHS 1S ALLOWABLE. M Yt9du➢t 1Llllttlr! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEESHEE7S 21,23. 1 \ ,,I h IV 411( i o D m ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEITM 21-23. p FIGURES SHOW SUGGESTfzD,APPROMMA7E HOLE LOCATIONS. I 30' 4'(': Cfll•13 •;'n "i 4)SUBSTRATES:CONCRETESHALL CONFORM TOACI Sol SPECIFICA'rIONS.HOLLOW AND GROUT-FILLED 3.250' ;t 7�o,55T05 FIGURE 3: CONCR,'BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE•TREATED e 0 ® m YELLOWSOUTHIRN PINE WITH AN 3G,OF 0.56.ALUMINUM SHALL BE k63-T6 AND 85 A MINIMUM OF.129' THICK STEEL STUDS TO BEA MINIMUM GRADE33AND.045`THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICKANDASa.ALLANCHORSINTO METALSHALLEXJF14DATLEAST35CREWTHREADS13EYOND 3(rBA MU tM1TE OF LLIYON i ;•1,1� fi _ m e THE MATERIAL#10ANCHDRS INTO WOOD MAYBESTEEL,18-8SS.OR410S•S. `��n` '•.;AYORtO r'`G��� ANGLE CUP(FIGURES 1.3)MUST BE USED IN PAIRS. � r�i ��L...... ' A.L111CIIf MIL`.LESR,P,E, FL p.E.#58705 • I I I " I I i I <I yl I 1 I n �3 E1fiA MumonOa 4o Table bsh't 4 i Opanlhp Wldth(fortel6cal6csperrtrg mtitiofu)cr Opanlna Hu phl(forhadmOlWR Lspafrirg mUfhxu) so In 60M 76in 80In BDIn 1001a 120In Ito In IOU Roelon031ar Trap'R1ax. Rmlen9ular 7tap7TtianA• RKCItc&2r Trag1lim, Rottanou 17aplTdan9. lmctan0dar TmptTdenp. Reetereuler I oTdan:F Rac4anpnier Trap wma. RoninnOdar 7wprTdenB• Raatanw0n TrefJTdanp, F 4 5"46 -tnadn9 -L9adnp LnadnO LoadmO Uadn0 Laedng LoadaD Loadnp L"&I; uldtm Lwdn9 Laadno L,402 Im4no LmdnO 1.0ho laodng Inadag ^Y 0 MULL a e o x L sEL 8 �i` $Se $ Ail 2 1rn. AZIn 170.0 820 170A 435 i70,0 744 170-01 478 170-91 BOO 170.0 so 1704 9227 170A $to 170.0 1118 178.0 521 MO 120 1700 521 IMIT 1466 i7O.Qj 621 11711.0 1735 1170.0 521 t80,3 1871 1717.01 62t 0 ill 451n 170-01 703 1711.0 s24 170,01 8s0 17A9 SM 170,0 B92 170.0 Alb t7D.0 JIM 170A 581 17U 1Z75 17a,0 077 170.0 1417 110A 80 =7 1037 170.0 680 140.1 1637 RO.Q ON 12LO 1B37 PU 880 4 N W.@sin i70.0 747 17D.9 563 '170,111 ON 170.9 511 170.0 1048 170.0 86i 170,0 1196 170.0 723 170.0 1345 170.0 747 170,0 1424 170,0 755 147A 1552 170,0 756 128.1 1592 17U 758 itO.4 15M 170.0 760 w o p O uh 370-0 7aT 170.0 61270,0 9SS 170.0 691 170,0 11f8 170A 754 17C0 Y275 110,0 803 170.0 7434 170.0 8A 155,2 1*5 17AD 858 120,3 1455 170.0 881 110,11 145$ 170.0 681 27.0 U5S 170.9 Mi 1b o !^ SOLI 17MDI 885 jilO.01 7111 170.0 Ion 170.0 707 170.E 1240 117M 876 157.1 1392 170.0 S44 1397 low 170.0 9a6 125,7 1309 te3A 014 IOU I= 151.1 982 N.6 I= 1671 982 71SS 130E 1I7.1 662 ]�-• m (D 63M 170,0 630 1 V11.0 1 745 170.0 1118 170.E 850 IOU 1247 1MO 940 142A 1247 104.5 983 12a7 1247 1525 265 .14A t247,1144.31 9S2 06.0 124T 1342 NS 81A 1241 I= 935 71.3 1247 135-7 MS a CB{n 170.E 9T4 179A 789 170.0 118E 170A 03 fM.4 M0 1037 Pis M.9 1100 147.0 945 118A LIDO 138.5. 028 197.9 11901 IMA 1 B14 OU 1190 110.5 M 742 119E flan NOS 84.0 1199 118.1 803 Z in 721n 151,6 laic IB9.81 B77 1347 501E 144.0 Ow 115-41 101E 127.2 842 101-0 Into 114.7 BIB 8A5 INN 1052 B17 ma ioto;j 95s 1 OR 573 IDtO 90.8 705 573 101E SIX 71)0 $9.5 1010 877 789 � �•� '� n1�11 701n 137.4 903 143.8 702 i14,5 90B 122E 775 98.1 903 INN 791 r4; 90a 98,2 749 783 B09 B44 730 ;55.7 DOB(-W 729 6r3 908 74.7 715 49.1 908 IQ 710 429 9R7 704 708 =•1 �� o cZ 781. 127.1 881 132.E 71;I 405.P 881 7l25 738 BD.B 68S 9a,8 726 86t 883 T11 70.8 Bat etA 7Q5 :43A OB7 75.1 094 5a0 Bel BN,I eat 45A Ba7 84.5 675 39.7 Eat 81.7 BIZ ¢ Q o OO to 82,7 048 BSA 574 Bag 8f8 7Zi 68t 59.1 849 a29 m4 845 50.1 60 4a,0 6M $0.9 537 41A 0481 47.E 530 34S BM 41.5 519 29.5 545 3B2 61t 25.9 848 38.5 607 4 m ca Ia eat ON 70.1 508 58.8 MR 69.1 tog 4a7 588 SYA 49( 58B A5.8 bat 37.E 688 41,4 478 &.! 588j 38.1 470 2M Sae J3A 458 243 88B 39S 452 21,3 588 2L7 µ7 CD �4 up'�� 10 47A 44B 4&B 405 IBA 449 412 U9 142 449 85,7 393 NB 31T 3871t1In 44.1 425 45.E 265 38.3 425 37.9 379 31.5 425 32,E 373 425 29.1 057 7A.6 425 292 7a2 22f 475i 24.E 358 i8A 425 20.7 359 15.8 425 1afl 9p 12 O ,120In 34A 384 355 ==I 20.1 3N Zola 128 24.9 "3B{ 25.D 121 21.8 3a4 2Z0 317 SBA 38'4 20.5 313 17.5 1B4� 18.7 309 U Q O �6 1441n 202 263 40A 233 Y8A 251 77A I .BLE168 I ANCHOR CAPACITY ADJUSTMENT FORMULA: u z O An hor 0annalty Table IbB ANCHOR CAP„,�,,,, e H gam'¢ti suL»Truro; UK corwmla 3.5k can. aw-cmu FacdCMU PTY0.4 8(dal (DP-)X� CAP. - 516•Eteo A'88 Elco b718+£Teo 114'Sa Sea 01O61wI 0f231ed maled MULUON CAP.e„,,,,,+ AnebarC41pPahems MoRxTypO: 311a'skoNlmcon 11cEtrotOMraa Utlrocon 31tB'Ekaula99en- 1A•EicoUlOaem AKmGi r VM=n Apa,,Oaly 8omv lob)sv w s) s-wiss) USE 7HISFORMULATO OBTAIN THEANCHOR . Edon DlsIDnco 0n7a r Y1rY 3-l8' 1' 2-11r r 2-Im T 1 3.116• 2' 0A8' 0,54• e.324• CAPACITY REQUIRED'CORRESPONDING 70 AN EmaeemE 1.314• 1314' 2• - 1-:1C 1-114. 1-11t` 1.174 1.114, - 1.174• T 1;t18' 1.". wdoa ACTUAL PRESSURE REQUIREMENTFORTHE 2AmhoraQ VIOm 0.0,t(02f6An01D Q1W"10-19.1): 4501� WOthe 17a01bs 27aIDe 28D Ibs 354W 7401aa 374 to$ 72IDe 442lbs 560ILa OPENING,WHEN R IS LOWER THAN TH E MUWON 4 Awbma3.6'h9a o.4/G)245 Aapto clips/ffla.2C7so8ra fa701W 252518a 54D Ae wo Ra WA 11201ba 7M(m BaD lb1 159L IDs L82I8a ea Ib1 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED D581b: 22451ba 2zsa ma. wA Nalw WA t0seI08 wA� l02o lw run 19TJ1W 1741 Ioa 188E the MULLION.IT WILL YIELOAM(NiMUMANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE NC AHOR CAPAQITYTABLE. pnonpCr RBVISGD FIGURE 1: I Build,gytCode F1a>da TABLE NOTES: Aaciaancb NO S�•D21$.6.3 0 o I)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFCRMAnON ON LOADING. F..clmttmDula 202� SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULLLENGTHSANDiOR OPEN ING WIDTHS ISALLOWABLE. MI°n1 doCradu FiGURE 2: tt 3)MULLION AND MULLION CUPS SHOWN ARE NOT To SCALE.FOR E%ACT DIMENSIONS,SEESHEETS 21-23 `�.�1 Ly(11) !17i,• e ® e a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. A28' 45° �� p��..,•......Af CC o FIGURES SHOW SUGGESTED,APPROxtMATE HOI-E LOCATIONS. :��t'•''�GENSG•'••,`�r 4)SUBSTRATES:CONCRETE;SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,�rp• _<?.' No J8•;00 '- FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED o m o w YELLOW SOUTHERN PINE WITH AN SG OF O.W.ALUMINUM SHALL BE fi063-75AND SEA MINIMUM OF,125" - '�/p1,7f7 •:may,- THICK.STEEL Ly- STUDS TO BE A MINIMUM GRADE 33 AND GAUGE),STRUCTURAL STEFLTO BEAT �.,n'.+'t•• fif $ �,L LEAST,i25'THICKANDA36.ALLANCHORS INTO METAL SHALL amNbATLEAST3 SCREW THREADS BEYOND 4VBAY tSAT ap �l THE MATERIAL 710 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR U0, MUL '410 S.S. o•' R.1 ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, Nt4IFM&E!F,\.E• FL P.E.#58705 I , I I I I I w2 4'$�+ 4 --t 1.dao�'p.- --j 1.000•.f---• � � . :12s f--tasfi•-�•� � d�Eo :125" 4 h �Y 2760"' 2.750` 125" 3;126" 128 3a68" ° Tel 1ppr 2:000 I.1 I � ass, 21l16 25• rN Sm .125,25" d50 oa co .376" �� r s9o• . 1~ll w `X2'X.1W.Mu.LWON 'rx2!X.373'MULLIDN I'XVWXXWMULUON VX2.7SX.660'MULLION 1'X3:125'XxMuLU0N 135"X9:188'Xt2B61,MUWON 126 X2,j1"XA2S'MUWON 0083--44WU.• 80B976ALUM. :0053:TGAWM, 6.083-TBALULL r 'BOBSMT ALUM. 80B9-TGAWM. BOBB-TQAI:UM., Q *SECTION - _ ._GSECnON *SECTION *SECTION *SECTION XSEOTION' JC-SECTION W W o O ' t -. .�--•.125' - co -•-.126' '.^I.I'"'.126' I"' o J '(I� •� 2006' '..III:' 'Sfi'1`0A6F3'f1-1'fA6B_AGLCULM;W.1.25 -.1II ' LTABLE A 2X5 ANGLE CLIP n. g 6063-T6gWM. o �•r zD(neneldh VAIUO,Q) FdTMu)On _PX-SECTION .2125": 2od0' XSECTION U-CLP . A 1.825 60T6AWM. • 11XX.125° 125" B 25 XSECTION V Aluminum J D 0:74D TOO MullionF.Z Z m o i25' I I C, ¢ RE s�- -_ __.- --1 40"F- B 2404 A 1.125. ZH 8 B 1"X2"X.375" w O 11^ S2 Y 650d' CIJTFIEPE70, .375" C O.Ws. Aluminum CREATEMIRSEEE MIN. �'`�5.OD0° Ttltie MUllltin U ¢ �}. �S MIN. J' DETAIL•RSHM74. -375''MIN. D '0:460• 'OQ-d Z r0 O 338'MIM A 'I.87's �$ r- ----.i r�" -----z, g •I L �'I 7 tJ :A I. U.CLIP' A `-- -,--- B 3.000. 1"X2.75°0X - ----------------'-` 2X5ANGLECUP .0 0.757- :375AlumImnu e0'TOOVALUM. 6083-TB ALUM. 0 1.1.18 Abe MU8i0n TOP,VIE4V . TOPVIEW• .. •STANOAROCLIP CENTEROF'ANCHOR HOLE MUSTLIEWIIHINTHE E: .45oM(n. BOb3T6ALUM. GASHED BOUNDARY.SEE SHEETSSI7FORTHE CENTEROFANCHOR HOLEMUST.LIE TOFMEW CENTER OFANCHOR. ANCHORO,C.DISTANCE:MAXMUMANCHOR A 1.312 1'X27SX WRHIN,7HE DASHED.BOUNDARY:SEE HOLEMUST.LIE H., DNMEn73:ANCHORD1AMETER+111W. 'B 3.000 .650• SHEETS S•17f'ORTHEANCHORO.C. WR MTHEDASHED.: . DISTANCF-WIMUMANCHOR HOLE- BOUNDARY:SEE_ 'O b.476 :Alumlhum •DIAMETER-'ANCHORDCAMETE1t+1l16% SHEETS 5r17,FORTHE' TABLE D 0.836. TUbB•MUlllan. •ANCHOW.Q DISIANCE:MM UM PGT Part V, A `2•� aTrocuar�E wo ANCHORHOLE Mull Dlmensi0n'(sheet#) B 2.B37 1'.X3:126''X mcam 1 5:509' 97s' DIAMUMANCHOR Mullion Std,Cll Offwt011 U-Clip AngleCIT, MD'Alud P»o61vth1MF MIN DTAMETER+Y1161. - P P P C 01653 BeildingCode: MIN. 1"X2"X.125'(5)• 66605 "B66113M• 6661118M 666243M 086511M Tube Mull AemperosclVo 1!a"pyS•O� pimU Date /j.021 r� ---- -----------� 'X2 X:375"(6), 685006. 666114 6661119M M244M SM512M A 262S By 5515 1 1:226b" Lunn tvT' DedoProdaet •�' Ir I. i"X2.76"X.376"(>)' 66607 666N5M 6661120M 666295M' 86651SM B: 3:262. X,�65"�Aium 4"X276'-X.650'(a) 66608 '666116M' 601121M 666246M W14M D a� Tube Mull 41 t A . VX3.125'X.500"(9) 65637M, W1116M 666i114M 666242M' 66651SM D 1.7b2 I t I 1:26"X21.1e X 1.25'X3:188"X.2BW(12) 66641M 6661117M 6661113M .:6'6624iW 666516M A i.613 .12i"Alum ,. 4� ••.�t L------..J L -_--J II 1.2W X2.11"X.125'.(18) 69370• WA I WA I NIA 666517E+1 TUhe Muir zi<: ou.58708 •,O. OFFSETCLIP NOTES: �• / � F 125• 6oa9TSALUM. I' TOPMFW 1)HOLESTO:SE DRILLED IN THE FIELD FOLLOWING b(MEMSIONAL RESTRICTIONS GWWON THIS SHEET. %� '• atlq •'0 2)SEE'SHEET.3520FORSUGGESTEO;APPROXIMATEHOLELOCATIONS&ANCHOR O.CDISTANCE. 3)SEE SHEETS 2.4 FOR GENERAL 1NSTALWTION METHODS. .58705 I i o I nor- 74a• •,o�•,: .385" a�x„�.� � � �I«{�.i25' -11-•.125" �4'k4+a 062' A :438' I 4:000' 0L DARD CLIP -1"D' 2:67b' 20 D •T6ALUM. 29D0, 2ZANGLECUP1 .. ECTIONU'C '1 8003-T6JSLUM. X SE@•ROk .125' N .12v XSECnDN N.y00 F- .12.7 0 CEN EROFANCHORHOLEMUS7LEWITHiNTHE •-I .t26 �yS. DASHED BOUNDARY.SEE SHEUS4*0 FOR7HE j = 375 $76' ANCHORO,C,.DISTANCLMAXlMUMA10,1,0 m V) -y 'H'OLEDiAMECEF?:ANCHORDIAIiAETER,+•1/f8•. U. ,p , 1'7(.+i'X.i2G:` 1'X4•X-.37S �'X4"R;375.' 6DD` LO o F- MULLION. MULLION 7=MUL1,lON CUrHERETO, S, 5:000•------j S75' }�•, .6063•TBACUM. .Ba63.78 ALUM. .8003,TBALI]M. •gam. 3:'f25"- -]_CREA7E M. IP;SFE III- ' XSEC710N XSEG718N' %SECTION MIN: j DETAIL•F,SHEET4 W i250' 1 375' _____ z E... ..r---�_--'t [_�_T_•�, _ CF34TFR.OF r.-__-,J___ '_.._ �-1 � 9`�S 250° 1.250. ! j I J I 1 MUSTiIEHWRHIN L i OLE MIN. _ I 1 I I THE DASHED• I ¢ J •`�.. Y J I J i F SOUNDAAY,SEE. J z o Q N o iI SHEETSTr.'2a FOR t_� I SHEANCHOR D.C. F• I _-----_ I Z Z W o I`i I IL• L F, DISTANCE I -_1 8;94" J J L J J I MAXIMUM' I J O H 8 50'' 3250'1 1 I L 'ANCHORHOLE t I DIAMETExrv-n ai .10D,' .1bU' ',•1011" i 1 �.,�__..:_� :ANCHOR RkTltsQ � ¢ O O 1oD• fig. « bMANGLE613P � zmp;o '6 4° rC STANDARD CLIP U•CUp 605310ALUM,. a � -T �- -�' Za. TER:OFANCHORHbLEMUSTIIE •8063.76ALUM. 6063•TBALUM• 70PVII3N o• rn o�m'3 -►(�820"F••� *'•i.82a'1--' `--I HIN THEDASHED:BOUNCAFiY.SEE 70pVIEW TOPVIEW T25X325:X.fl)0' '1.25'X325'X.824' Y.26'X394'X,624+ SHEMS•20FORTHEANCHOR.O.C. TABLE TABLE.OXONT bISTANCEAI MMUM ANCHOR HOLE MUWON. MULLION MUWON DGIMETER ANCHORDIMSETERt1116'• Mn*nV880575ALUM, BOD5-TSALUM. �s'muM• 3.667' 'X4-'X F 1.938.ECTIONXSWNON X-SEOTLON I. d,o00 .125' G 4500 X.624- 8A89" 850D' 2660 Afumllum, H 3 A38 1iba.uum 2:5[i1" 125' 315' 375, 3.0a0. Tu6u M61110n I 3250 Wiiba 7Nu0I0n 3:ia?. VX4'X F 2625,.3I77" MItJ: 475T. .3797 G :126 %=0 77 2430.._ AlLiillnum 'H 1,500 AluminumZwo *111aaIr .2 T'u6aMtdllon' 2260 1.25:XSJ26' F 2.8 3 .30•.B6,MNI Building COdq 1 I I 1 I 'C3 4760 X:10o' F 2.8T6 '45•BMUII Aeeeplac,ceMo:(f°"CYLI8.03 1 126'' 1 I I I H 1 SDD Aluminum roti bale- 2az 1 125"' 45° 2.26a" 1 I I J 1 3.250 ^11 bo'Winn f3¢ lidfem D¢00 VIDOuhL 6O.45•DAYMUI110N. TABLED 1::9AYMUWON�. I. 8063•TBALUM. I L-------11' I �_ -� Mullblmend'on PGTP.ott'P ��Nw........ ao63•T6 ALUM:' L: %SECTION (stleetll) Mullion 511.011p OtfbatCLID 0-gllP A�(jlo Cllp � � ........... X:4EC710N I I jr '•. �� 1`X4+X.12S(10) 6038d. emillM,8681122t] 4SM41M U651SM •OFFSETCEIP •'•,:[ .125" G 6OWSALUM, 1'X4•X,376'(11) '666f0 6 0112M WAII23M pW.42M, SSWSM = ' •� .1 ti�;; 0 587D�• .220"-1 �,.•.9fiT'+-� :�8` ;�.981'-1. ITOPVIEW ly .74D 1•X4 X375"I'(71) 68653 666112M 866112361 SS62A2M 886519M' NOTES: 1.25•X32SX100(13) 20160. •6661127M W1124M WMICM 800115M �+ I ir •' f.25:X026•X 624(14) 20181•, 6841128M 601425M 6662411M 8685116M ^••O'. D yL� I11ti 1j1tOLESTQ13RbRILLECINTHEFIELOFOLLOWIhTG01MSNSIONALRESTRICTIONS.GIVEMONfH]S'SHEET: GtOT W� 1.25'X3.94'X:82�1 q5) 50182 088iti7M 8661(20M 6882diM 886517M. ! S 2)§EE•SHEETSS20 FORSUGGESTED,'APPROXIMATEHOLF31AOA71ONS: 30 De01a6(19)• 866(9 . WA WA WA �;666511oM' •C'A•''•.pL'pRtO. 45 De01de,(20) 66850 WA WA WA 866S11iM `sas•• a)SEESHEE752-0 FOR GiFNERALINSTALLATIONMETHODS, A:L1N IyFR;.1 e. F1.�58705 t f LEE m � w If Dlmensfon PGT Parf (sheet*) Muiifon Std.CRP I U-Clip Angle CUP I ^"�r-'•725` I --•-Ir--.525' --il•�.125 114 866275M 8665112M � o66604 666262M 866272M WSSI13M STANDARD CLIP 0•CLIP 2XSANGLECLIP w1 e063-TB ALUK fff 6063-TOALUK 606379 ALUM. x � 2.00T I X-SECTION 2A26" XSECTION 2=13' XSEOTION � TES; POLES TO BE DRILLED IN THE FIELD FOLLOWING I '12r' 1 ,125' � .125' "� m TENSIONAL RESTRICTIONS GNEN ON THIS SHEET; L co urK4 iEE SHEETS 5.2D FOR SUGGESTED,APPROXIMATE I I -1.49g"--I T O LE LOCATIONS. F--1rS90"—'iLU SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500` 2 3.500' CUTHERETO () N fn —��{ CREATE F-CLIP 6.000` 375" W O Q 2,000' .3767PMIN, r-SEEED DETAIL M rk .37S` MIN, DO Z m F t° r-------- ---I•'-- -------I -- - Z I I r---------------------T Lu m I I I D.� 3.438" •�-----------'1 � U Q arao .250, 2"X 4•X 26' I I I I ! Z MULLION 1 I ) 3A36• I t Q Z 606376AWM. f X-SECTION ! I I I F- Q I I I i .375' a) Z h o 0 t.. __^•__^ ---I--- _-___--•' __ -- L- -- _-__--__ _-� MIN. STANDARD CLIP U-CLIP,6063T6ALUM, 2XSANGLE CUP CENTER OFANCHOR HOLE MUST LIE 6063-T6 ALUM. 'SEDMULLION.SHEET'15 CFNTBR OFANCHOR HOLE MUST LIE 6063•TBALUM. a w O 250' WITHINTHEDASHEDBOUNDARY--SEE TOPVIEW + 70PVIE1'J WITHINTHEDASHEDBOUNDARY.SEE TOPVIEW mOgD SHEETS S•20 FORTHE ANCHOR O.C. SHEETS S-20 FOR THEANCHORO.O. —$ u DISTANCE MAXIMUM ANCHOR HOLE CENTER OFAHCHORHOLEMUST LIE DISTANCE MAXIMUMANCHOR HOLE DIAMETER:ANCHOR DfAMETEFi F iT19". WTTFIW THE DASHED SOUNOARY.SEE DIAMETER:ANCHOR DIAMETER 4.1116: SHEETS 6.20 FOR THEANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE 3.600" CUTHERETO DIAMETER!ANCHOR DIAMETER+1r16' CRLATEF-CUP, .37V SA00• MIN. r_SEEDETAtLF MIN. •375' SHEET4 MIN. S7b" I i I 1 ^i:t.DUCT RGYISL•D I t f j mcomplytngi»14 tFs Florid¢ 1 I I I Buildins Code •I i f i � Eefmtion,l]ateS6a-O'z.SB.t��} , 4.888' t 1 i By 543B` ----''•—�-•—---_----—� Minn Dade}roiled SAW I 6.438" Z"X6'X25` MULLION 6063•TS ALUM. I I I I I I iv C •if XSECTION I Na 58705 _ l I j .375" _— --- -- — — --^--' -- -- L---------------------' MIN. tf i UT 4_� ry 250" STANDARD CLIP U• T� 6063-TSALUM. I e063-T6 LUM. 2X5 ANGL£CLIP ter, TOP VIEW �USEO FOR 2•X 8`MULLION SHEEP i7 BOBT.1OpVAK // TOPVIEW A.LY 1!11ER,P.E. FL P.E.#53705 i 1 , PLE iSNGLEVERTtOALMULLION: THEBUILDINC•iSUBS'TRATEISfMd4NN70'BE1900DON ALL FOUR SIDES.THEYUINDOW FRAME CEPIH.iS2-1f4'.7HE OPENING REQUIRES ADESIGNPRE55UREOF+6.D.a/•80,OpSF NOAHCtI0R8INHEAD - 4)IMTWLYASSUMINGTHATAiWAbE MULLION IS'SUITAaUlTHE'MULLION LENGTH IS72'AND THE OPENING WIDTH 13.32,k3 H=&%R:EFERENOING,SHEET25;THE COLUMN USING ° A N,N RECTANGULAR LOADING MUST BE USED.SCAN THEMUCUONTA13LES FOR AMULLION THAT ISATLEASTTHEWINDOWFRAME'DEPHOF71/4'AND'WILLMEETOR EXCEED THE I'A REQUIRED DESI.GNPRESSUREOF+60.0160.0,PSF.IFT1ETABLE'DOESNOTSHCWTHEEXACTS(ZE,USE1'HENEXTU4RGERSMEAVAILAELE SEP- SFE. FROMTABLE3A,SHEEPT.THE]"X2.75'X.325'MULLION(LENGTH=72",OPENING)?VIDTH=7D!)MEETS7HEDEPTH.REQUIRED;HOWEVER*HEDES)GNPRESSUREIS.-h-SB:3PSFANDWDUW anq o .FENESTRATICW ,CETAILS, NOT'BESUITABLEFORTHI5APPLICATIDN. Q•.,� p�ROPORllCTS SHE S .FROM TAIBLE4A,SHEET B;THE IlX2:76'X;660•MU W ON(LENGTH=7T,OPENING WIDTH-70')HAS'AOE516N PRESSURE OF+I.72.7PSF WHICH EXCEEDSTHEREQUIREMFNTS FOR THE 4' OPENING AND MAY.BE'USEO IN THIS APPLICATION.NOTE THEANCHOR CAPACITY REOUIRED OF 636 LBS. .MUILIO.N � N •LENGT}I' 2)USETABLE4BTOFINDTHEAN69ORTYPE,ANCHOR'QUANTITI^ANDCLIPTYPE REQUIRED FORTHEWCOOSUBSTRATE:90TH THE STANDARD CLIP WITH'(4)111YANCHORSANOTHE2X5 z ya Cc {.. %/ SQ ANO+tECLiPSyV!TH'(4)#12ANCHORS'HAVEAcApACRYOF.BB5LSS,THOUGHEITHERONECOULDBEUSED,'THESTANDARD.OLlp15EASIERTLTINSTALL y L}ll pE7AR.,S;. to 3)VERIFYTHEDI:$IORPRESSURROF.THE.FENESTRATIONPRODUOTSUSED WITH THISMULLIONSYSTEM.T'HELOWERDESIGNPRESSURE,OFMULLIONSORFENESTRATibN PROD UCTS;N)IU. tt1 SHEETS APPLYTOTHEOVERALLASBEM&Y.FINALDESIGNPRESSUREREQUIRESTHAT7HEBOTHTHEMULLION'ANDTHE.FENESTRApoI PRODUCT.BEINSTALLEDWA000R➢ANCEWITFiTHE J LU 23 INSTALLATION SPECIFlCATIONSINTO'RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULU6N,- :D _ I 2 Of co INTHISEXAMPLEI'Tf{E:DESIGN PRESSURE REQUIRED WASµh6D.O.PBF.THE OVERALLMULUON SYSTEM WAS'OETERMINEDTO BE7Z7-PSFWRHAN'ANCHOR CAPACTCVOF MS LBS.ALTERNATIVELY. 'W ",�NOA1,1Clf01i8iNWWObw3,1LL 7HE'ANCHOR.OAPAC)TYADJU NT STMEFORMULA`COULDHAVEBEENUSEOTOCALCULATETFIEANCHOROAPACITYREQUIREOFORVFEMCT'DESIGN PRESSURE OF60PSF: ED m O •'-I MULLWN7H 6.7,, _ I F J I0 �(BO P$F)X(, l'524.9 L85 (MAY BE USED TO.QU gLIFYfF 10 STEEL SCREWS FROM 7ABLE48) PENIRGWI07H `727:PSF'/-� ! z A m Z 8 -fH TdN.F1NGSR"E07ATEISKNOWNTOBECMUONTHEJAM85AN0USESACONCRETEHERDERANDSILL.7NEWIPIDDWFRAMEOEPTH152+3/8^,TItEOpENDVGREpUtRESA a IGN.PRESSUREOP450kie"'i.-S.C'PSF: zz V ' FOR? VER77EAL Ml1LLION: � V NY"I)1NITIALt,YASSUMJNGT TAi`WIDFMULLION18SUIYABLE,THEMUWONLENGTH1S32°+72k1"-105'AND7HEOPENWGV�DTH133BY•38'+1'=73°REM'RENCING'SHEET25; 'THE COLUMN USING RECTANGULARLOADINGSHALLBEUSED.SCANTHEMUWONTABLESFORAMUWON7HATISATLEAST'IHEWINOO,WFRAMEDEPTHOF2318'ANDWILLaEXAMPLE2.MULT'IPLEMULLIONS MEET OREXCEEOTHEftEQULREDDES(GNPRESSUREOF+SOA/.55,OPSF•1FTHETABLEOOESNOTSHOWTHEOC6M-.S17F,USETHENEX7LARGERSIZEAVAMBLE.. y U� o o' EL FROM.TABLE2A,SHEET7;THE 1=" 75"X,375"MULLION(LENGTH'=1DB;OPENING WIDTH=807MEETSTHSOEM REQUIRED,HOWEM. THE-DESIGN PRESSURE 15+1•iS.1PSF LU0" MULL959D7H�r- AND WOULD NOT BE SUITABLE FORTHIS APPLICATION. I CA FROM TABLEI2A,SHEET'16,7HE 2'X 4':X.25C'MUWQN(LENGTH=108".OPENING WIDTH=801 HASA DESIGN PRESSURE OF+I.64J PSFWHIOH EXCEED$THE.REQUIREMENTS G O DETAILS, FORTHEOPENINGAND'MAYBE USED INTHIS'APPLICATION•NOTETHEANCHOR'CAPACTTYREQUIRECOF971LB8: �Osw EQ mo FENESETEWEdION' SHETS BECAUSE,I7t1SNOVVKNOWNTHATTHEMUWON-WILLADD2".T07HEW1DTHOPTHEMULLED+UNR.THE,ADJUSTEDCP.EMNGWIDlHI536-+36•+2'-741.NOT7i"ASPREVIOUSLY a^g y W1%: PROOUOfS- ASSUMED:VERIFYTHATTHE DESIGN PRESSURE I9 STILLAPPLICABIE FOR THEADJUSTED OPENING.'AL°IERNATNELY,7HE WINDOW WIDTHS MAY BE REDUCED To MAINTAIN APPROVAL• THE7W DIMENSION.(35+112435-TW+2'-73j. ! - 2)USETABLE I25;T0 FINDTHEANCHORTYPE,ANCHOR.QUAN7fiY AND CLIP T-yk REQUIRED FORTHtCONCRETE SUBSTRATE IN'rHM EXAMPLE,ASSUMETHEPOURED, CONCRETEHEADERANDM-I.ARE:8`WIDE:IFTHEMULLION'OUPWERETOEECENTEREDWITHINTHEB CAREMU1 TSETAKEN'--rd IWR'AIN.TFI.EFASTENER.'SEDGEDISTANCE MMuuLmoN` - - USINGTHESTANDARDCLIP4YITH(B)'311.6'ULTRACONANCHORS,ATAN EDGE DISTANCEOF24I2'GIVESAN ANCHOR CAPACITYOF1650LOS*kdllWGREATMAND-' .LENQ➢i, �.SEE- SEE THEREFORESUITABLE,FORTHEREQUIRED ANCHOR CAPACITY OF971 LBS. g DETAILS, DETNLA OPENING •SHF.FM2lJ 9HEE73 FOR.7HEHORQONTALM000ONS I HGOR BECAUSETHE VERIIOAL.MULL WILLBE AZ X'4'X 25V MU W ON,.IN THIS EXAMPL E WE WILL MATCH THE HONZONTALANO''VERTIOALMU W ONS.ALTERNATIVELy.ANOTHER HONL MULLIONTYPE COUL13 BE CHOSEN, NUtLON'Y2'' YsR(1DUC1•AEihU�wFleCfda tjTHENIUL1tONLENCTHLS86`ANLi7}1EOPENWGHEIGHTIs32+72'+2•?1q6';REFERENCING'SHEET75;THECOLUMNUSINGTRApEWjDALnR"GIAAR•LbADING!MAYBE PI"^s BpOd- Cade USED.FROMTABLEI2HEOPENING HE MAY13E;USE INTHI AP LENGTH.NOTETHEAN HORCA AC)7Y EQUIREIC•NPRESBUREOF+r+L70.0'PSFWHICHEXCEmS'THE A���I6•o2tS.og }iE41UlREMEIifiS:FbR7REOPEN!NGANOMAYBEUSED1N7H15APPLICA710N.N0'TETHEf+?JCHORCAPACITYAEQUIREO•QF521LB5: *All Dlb'2)USETABLEl2Bl'OPINOTHEANC(OR7YPE;ANCHORQUANMAND0UP7YPEREQUIRED FORTHECMIUSUBSTMTEIN,THISF M7PLF,ASSUMETHECMUJAMBSAREB't4-- WIDE:IFTHEMULLIONCUPWERE70-BE'OENTEREDWITHINTHEB",CAREMUSTBETAKENTOMAINTAINTHEFASTENERS:E➢(dI_01STANCE.USINeVMUSANGLECU SWrrH *Pr*6u t (4)3/16"[ILTRACANANCHORSATANEDGEDISTANCEOFI'GIVESANANCHORCAPACITYOF'S4DU3SWHICHIS'GREATER;ANDTIIERE+ORE'SURABLE,FORTHEREQUIRED �tV141IC1.,, • ANCHOR CAPACITY OF521 LBS. `��••N�LYNN�/ /i!� B6',HDwz. 3EHORR. - I 4 FD �• �G-••••.••••,--j ) R'THE.UQLIP:INTHEIiORIZO1iJALMULLlON70VERTICALMULLION,USETHESAMEANCHORCAPACITYOF62tLBS.TABLEI213FORTHEll-0LIPSHOWSTHEANCHOR �� �. V(GEIQSF'-.FQ�lA17LLLENGTH MUU.LENG➢I�J CAPACITY 1.1 16T4 LSSWHEN'USING 3 ANCHORBiWHICH ISGREATER;AND THEREFORE SUITABLE,FORTHE'REQUIRED ANCHORCAPACTlYREQUIREMENTOF$21 LBS:THE DPENINGT17D1H F(JRYEiT➢OALAIULL ANCHORTYPE IS/i$12 S7ELT•SCREW. 'T' Nb.:GD70S FROM THEABOVESTE .,OUR'.MULLLONDESIGNPRESSUREIS: +/•'64.7PSFFRCMTHE VERTICAL MUWON:; �+•� • 'aA170.0 PSF FROMTNE36"HORI7ANTALMULLIONATfACHINGTO CMIJ; ~•�"•� r4 1/ lu x` -4.1700PSF.FROMTHE 36•HONZONTAL'MULLIONA7TACHWGTOTH MULLION %U'. S, EO• THE.LOWEST'6ESf6R.PRESSUREIS'+144.7PSFANDWOULI'APPLYTI ALL OFTHEMULCIONS. ;,,fi'• FCOR1Dp'•'Cr�'� i s \ ..VEFNFY THE DESIGNPRESSUREOFTHE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,7HELOVVER,DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WB.LAPPL.Y TO THE'GVERALL ASSEMBLY;FINALDESIGN PRESSURE REQUIRES THATTHE BOTHTHE MULLION ANO7HE FENESTRATION PRODUCT BE INSTALLED IN LVNN•MULF i, ACCORDANCE WITH THEINSTALIATION SPEOIFIOATIDNSIO R NTESPECTME SUBSTRATESANO PENESTRATION PRODUCTS TO MULLICI4. A. I 'p,E.FL P.E.#56705 I I I I I I IXAMPLES OF RECTANGULAR LOADING: EXAMPLES OFTRAPEZOIDAL?RIANGULARLOADGNG - O j PW PWo PW I 'gzax O N � I }}... SHIDN S 1DH SHIDH SHIDH PW FW Tn Inc W � w LOADINGOFVERTICALMULLION LOADII1GOFVERTICALMULLION i SILL OFWNDOWS NOTANCHORED WITH INTERSECTING HORIZONTAL MULLIONS F� l � a � SGD LOADING OF VERTICAL MULLION LOADING�OF HORIZONTAL MULLION PW j LOADING OF HORIZONTAL MULLION Q dg .� PW Z Qx� ¢ rn p 1 P'W PW [L�Z g zz 0 Sr 1 PW/ I ZN O CT SH1DH SHiDH HIDH SH7DH Z Nuo o I o H LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION /• �� SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION PW PW HR I I LOADINSOM)HORTLONTALMULLIONS 1-061,1GOFHORMONTALMULUON LOADING OFHORIZONTAL MULLION P HINGED PW PW NOTES: DOOR ;•i2GQUCT REVISED I az mmplying�iDA nia Flosidu 1 II 7}bRAWINGSAAE D�ildingCade RERESENTATIONSOFTYPICAL Atalltanx l`Ta p•3 PW CONFIGURATIONS. lmli Dslo 2a2( pW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM ryj am Pmduu THOSE SHOWN, PV BEIDTET'ERMIHE IED.USE CANNOT ``�/��0�,�•LYi�/�r n���C���/� / RECTANGULAR LOADING.PW Pw 3)SEE PRODUOTS'APPROVAL FOR ;•>A�•' No,50705 j ACTUAL ANCHOR LOCATIONS_ LOADING OFVERTICALMULLION LOADING OFVERTICALMULU( ' PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTALMULLIONS �G O' lyd SGD 5TA'tL•OF ��lJ LOADING OF VERTICAL LOADING OF HORIZONTAL p,"L3:NI � RI MULLION MULLION FL P.E#58705 I I I i i Florida Building Code Online Page 1 of 2 ^f t fi + w� 1st,s4 �ic� ? �tic.i-._...'` L. _ :� �rJt� . :.._ ..�..,.,:�:J j,; I't..T.s':�?:'r.�f�`�i.�i Fa",i�.,rL••�U ©EIS Home .Log In i User Registration Hot Topics - Submit Surcharge.I 'Stab&Facts? Publications FBC Staff BCIS Site Map ' L losli;.� OtUSERUPublidUser- Product Aonroval Menu>Product or Anplication Search>Applicailon Us t>Application Detall FL:# FL17326-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer EAGLE ROOFING PRODUCTS FLORIDA LLC Address/PhoneJEmail IS-75 East CR 470 i Sumteiville,PL 33858 (800)4U0-3245 an.nettes@eagieroofing.doiri Authorized Signature AnbeCte Sindar annettes@eagleroofingxarn Technical Representative Annette Sindar Address/Phone/Email 3546 N.Riverside Ave Rialto,CA 925" (800)400-3245 y annettes@eagleroofing.com Quality Assurance Representative i Address/Phone/Small J Category Roofing j Subcategory Roofing Tiles Compllance Method Evaluation Report frbrn a Florida Registered Architect or a Llcen N Professional Engineer I, Evaluatioh"Report--Hardcopy RecelYed Florida Engineer or Archlteet.Wafnd who developed the Zachary R.Priest Evaluation Report Florida License. PE-74021 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 VAlldated By Loske Bowden y Validation Checklist-q?rdcopy Received i Certificate of Independence FL17326 Ri COI Eagle Evaluation Report FINAL for hybrid in Capistrano Malibu-and Bel Air,pdf eferenEeQa�nz�ard.and Year(of Standard) Standard year Sell fQp ASTM C 1492 2003 j TAS 106 X995 TAS 101 1995 a TAS 102 1995 TAS in 1995 s ®% y 6•� A'/,•fi.o ZIP C ARC-��` �� �r... �aZ � OPY httpsa/floridabuilding.Qrg/pr/pr_app dtl.aspx?param=wGEVXQwtDgsRyNW... 2/2/2017 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated 07/10/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/20/2015 Date Revised 12/14/2016 Summary of Products FL# Model,imumber or Flame Description 17326.1 Capistrano,Malibu and Bel Air Eagle Hybrid Installation Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17326 RI II Eagle Evaluation Report FINAL for I Approved for use outside HVHZ:Yes installation of Capistrano Malibu and Bel Air.odf Impact Resistant:N/A Verified By:Zachary R. Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See Evaluation Report for limitations of use. Evaluation Reports FL17326 RI AE Eagle Evaluation Report FINAL for installation of Canistrario Malibu and Bel Air.odf Created by Independent Third Party:Yes (:t173;2(65.2 ��• Capistrano,Malibu and Bel Air Eagle Hybrid Installation Ilse Installation Instructions or use in HVHZ:Yes FL17326 Ri II ERP14001.1 2014 Evaluation for hN d for use outside HVHZ:Yes installation of Capistrano Malibu and Bel Air.odf Impact Resistant:N/A Verified By: PRI Construction Materials Technologies Design Pressure:N/A Created by Independent Third Party:Yes Other: (Evaluation Reports FL17326 R1 AE ERP14001.1 2014 Evaluation for h Installation of Capistrano Malibu and Bel Air.odf — ---- -- — -C-reated-by-Independent-Third-Party-:Yes -- Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refun Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records reques electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.139 Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department H address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public n not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To do are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W71 Credi:Card Safe 'r https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNw... 2/2/2017 1 { Certificate of Authorization No.29824 17520 Edinburgh Dr 'RE" EK ' Tampa,FL 33647 TECHNICAL SF-RIUC E-S, LLC (813)480-3421 EVALUATION REPORT 2010 FLORIDA BUILDING CODE Manufacturer: EAGLE ROOFING PRODUCTS FLORIDA LLC Issued October23, 2014 1575 E CR 478 Sumtenrille,FL 33585 (800)400-4235 http://vAm.eacileroofing.com Manufacturing Plants: Sumterville,FL Quality Assurance: Architectural Testing, Inc. (QUA1844) SCOPE Category: Roofing Subcategory: Roofing Tiles Code Sections: 1507.3.5,1507.3.7, 1523.6.5.2,1523.6.5.2.2,1523.6.5.2.3 Properties: Physical Properties,Attachment Requirements,Wind Driven Rain,Static Uplift Resistance PRODUCT DESCRIPTION Capistrano Profile: ASTM C 1492,TAS 112,high profile,concrete roof tile Description: TAS 112 type 1 a,high profile,interlocking class 111 concrete the Dimensions: 17.0"x 12.25"x 3.0" Figure 1. Capistrano ERP14001 FL17326 Page 1 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,.LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. CREEK EAGLE ROOFING PRODUCTS FLORIDA LLC _ Capistrano,Malibu and Bel Air Concrete Roof Tiles } TECHNICAL SF-RVICEG, LLC Data foe Attachment Calcukations NominalWeight Wei Aerodynamic g (W).and Restoring Moments due to Gravity-M9(ft lbfj Multipliers Dimensions(I-k W) Direct Deck RoofTle (ft Direct Deck , W(lbo L(ft) w(ft) 3"'12"' 4":12" TAT T 6":12" ;7T'12„ •Application - Capistrano 9.7 1.42 1.02 0.30 6.83 6.75 6.65 6.52 6.38 Malibu 9.2 1.42 1.03 0.31 6.47 6.37 6.24 6.09 5.93 Bel Air 11.8 1.42 1.03 0.29 8.27 8.15 8.00 7.81 7.61 Atitaclimditfkesssfaiice Expressecd.as a iiflolrr>Ient Hybrid instaHat�onsystem .. Faste e'r Adhesive -Roof Tile Mf(ft-1bf) .. Type Count Size Adhesive;! P.ald�r Paddy Size Weight? Capistrano Screw 2 #8 Dow TILE 6"x1"x1" 13.7g 47 BONDTm Malibu Screw 2 #8 Dow TILE 6rx1"x1" 10.4 73 BOND"''' g Bel Air Screw 2 #8 Dow TILE 6"x1"x1" 10.4g 66 BONDTm Notes: 1)Simpson Strong-Tie Quik Drive WSGD Roof Tile Screw shall be min.3-inch with sufficient length to penetrate through the plywood deck a min.1/2-inch 2)Minimum dimensions and weight for adhesive application LABELING 1) Ali tiles shall bear the identifiable marking of the manufacturer's name or logo as follows: ERP14001 FL17326 Page 4 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other,product attributes that are not specifically addressed herein. EAGLE ROOFING PRODUCTS FLORIDA LLC CREEK Capistrano,Malibu and Bel Air Concrete Roof Tiles 7 TECHNICAL SmVICF-S,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Installation of the evaluated products shall comply with FBC Section 1507.3,FRSAITRI 07320/8-05,and the manufacturer's published application instructions. Installations in the HVHZ shall comply with RAS 118. 3) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. 4) Installation of the evaluated products shall be limited to projects in areas subjected to weathering indices of 50 or greater as illustrated in ASTM C 1492-03,figure 1 (see below). so 50 5) WEATHERING REGIONS i i. NEGLIGIBLE WEATHERING MODERATE WEATHERING 1 SEVERE WEATHERING J REFERENCES Enti Report No. Standard Year American Test Lab of South Florida Inc(TST3782) RT0610.01-14 TAS 112 1995 American Test Lab of South Florida Inc(TST3782) RT0610.01-14 ASTM C 1492 2003 American Test Lab of South Florida Inc(TST3782) RT0610.02-14 TAS 112 1995 American Test Lab of South Florida Inc(TST3782) RT0610.02-14 ASTM C 1492 2003 American Test Lab of South Florida Inc(TST3782) RT0610.03-14 TAS 112 1995 American Test Lab of South Florida Inc(TST3782) RT0610.03-14 ASTM C 1492 2003 American Test Lab of South Florida Inc(FST3782) RT0603.01-13 TAS 101/TAS 102 1995 PRI Construction Materials Technologies ERPF-057-02-01 TAS 101/TAS 102 1995 PRI Construction Materials Technologies ERPF 058-02-01 TAS 101/TAS 102 1995 PRI Construction Materials Technologies ERPF-059-42-01 TAS 100 1995 PRI Construction Materials Technologies ERPF-060-02-01 TAS 100 1995 PRI Construction Materials Technologies ERPF-061-02-01 TAS 100 1995 ERP14001 FL17326 Page 5 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use, or other product attributes that are not specifically addressed herein. EAGLE ROOFING PRODUCTS FLORIDA LLC CREEK Capistrano,Malibu and Bel Air Concrete Roof Tiles TECHNICAL SER1DcF-s,LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the 2010 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. ' aeyo�reeueuaaao PQ,y R. p�oeoo 0ab,4QG E N S.:��cP o00 /V V . � No 74021 2014.1 Q•23 4/ • � TY o 16:22:42 CC 0: STATE OF �o -04'00r o�s'oo�Ss, R Zachary R.Priest, P.E. o�Bgso0NAB Ee�oa® Florida Registration No.74021 Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT ERP14001 FL17326 Page 6 of 6 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. r;�,�y Certificate of Authorization No.29824 4L 1P 17520 Edinburgh Dr y Tampa,FL33647 TECHNICAL S?~R CES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE r EDITION(2014) Manufacturer: EAGLE ROOFING PRODUCTS FLORIDA LLC Issued July 6, 2015 1575 E CR 478 Sumterville,FL 33585 (800)400-4235 http:1Avww.eagleroofing.com Manufacturing Plants: Sumterville, FL Quality Assurance: Architectural Testing,Inc. (QUA1844) SCOPE Category: Roofing Subcategory: Roofing Tiles Code Sections: 1507.3.5,1507.3.7, 1523.6.5.2,1523.6.5.2.2,1523.6.5.2.3 Properties: Physical Properties,Attachment Requirements,Wind Driven Rain,Static Uplift Resistance PRODUCT DESCRIPTION Capistrano Profile: ASTM C 1492,TAS 112,high profile,concrete roof tile Description: TAS 112 type 1a,high profile,interlocking class III concrete tile Dimensions: 17.0"x 12.25"x 3.0" MAIL Mn Figure 1. Capistrano 1 ERP14001.1 FL17326-RI Page 1 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. `y EAGLE ROOFING PRODUCTS FLORIDA LLC CREEK Capistrano,Malibu and Bel Air Concrete Roof Tiles TECHNICAL SERVICES,L_L_C Malibu Profile: ASTiVI C 1492, TAS 112, medium profile, concrete roof tile Description: TAS 112 type 1 b, low profile, interlocking class III concrete tile Dimensions: 17.0"x 12.375"x 2.125" tll� e a w y � 12W Figure 2. Malibu Bel Air .- Profile: __ ASTM C 1492, AS 112, flat profile, concrete roof tile Description: TAS 112 type 3a, flat profile, interlocking class III concrete fife —�-- Dimensions: 17.0"x 12.375"x 1.25" Figure 3. Bel Air ERP14001.1 FL17326-Rl Page 2 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20 3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein.. 1 EAGLE ROOFING PRODUCTS FLORIDA LLC CREEK Capistrano,Malibu and Be[Air Concrete Roof Tiles TEc H. NICAL Sr:.FZV10ES,LLC APPLICATION METHOD Eagle liybV!d'instalhtion-f6r.Capititano, A R ano B�I,Air Con crdt0 Roof.Tile : Limited to slopes 3:12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance Slope: with the recommendations of the FRSAITRI Florida High Wind Concrete and Clay Roof Ple Installation Manual,Fifth Edition Revised or RAS 118. Solid or closely fitted min. 16/32-inch plywood sheathing for new and existing construction Roof Deck: at max.24 in.span;In the HVHZ,new construction shall be min.19/32 in.plywood at max. 24 in.span;Designed by others in accordance with FBC requirements. Underlayment: Installed in accordance with FBC requirements. In the HVHZ,the minimum underlayment shall be Hot Mop 30190 installed as described in RAS 118 Section 3.01. A minimum 6-Inch x1-inch x 1-inch paddy of Dow TILE BONDTM shall be placed within the 3-inch head lap as shown in Figure 4 thru Figure 6. The upper tile shall be set immediately into the adhesive paddy. All tiles shall be secured by two(2)#8 x min.3-inch Att6chment: Simpson Strong-Tie Quik Drive WSCD Roof Tile Screws with sufficient length to penetrate through the plywood deck a minimum 112-inch and located into the factory located fastener holes. All penetrations in the underlayment shall be sealed in accordance with RAS 118 (HVHZ) and FRSArrRl Florida High Wind Concrete and Clay Roof 7-1/e Installation Manual,Fifth Edition Revised(non-HVHZ). Location of adhesive paddy si Figure 4. Adhesive Paddy Location Figure 5. Adhesive Paddy Location for Capistrano for Malibu Location of adhesive paddy Figure 6. Adhesive Paddy Location for Bel Air ERP14001.1 FL17326-Rl Page 3 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. xp EAGLE ROOFING PRODUCTS FLORIDA LLC CREEK Capistrano,Malibu and Bel Air Concrete Roof Tiles TECHNICAL LAICAL.SERviCEs. LLC Data-for Attadhrnent Caldul'ations Aerodynamic Nominal Weight,M0 and_ ' . Restoring Moments due to Gravity,-M9(ft"14D Dimensions(I x w) Multipliers Direct:Deek Roof Tile Direct Deck ". :!� . W(Ibf) L.(ft) W(ft). 3:12 4"A2" 5":12" 6:12" .>7".12! APplicatlon Capistrano 9.7 1.42 1.02 0.30 6.83 6.75 6.66 6.52 6.38 Malibu 9.2 1.42 1.03 0.31 6.47 6.37 6.24 6.09 5.93 Bel Air 11.8 F 1-427 1.03 0.29 8.27 8.15 8.00 7.81 7.61 -Attachrnent Resist�fi Ei'Pressed as;a Niortnen$ HybrionstaNatrdn system'; Fasteners I Adhesive Roof Tile j. Mr(ft Ibfl Type, Count Size Adhesive; Paddy Paddy Size Weight - Capistrano Screw 2 #8 Dow TILE 6"x1"x1" 13.7g 47 BOND Malibu Screw 2 #8 Dow TILE 6"x1"x1" 10.4 73 BONDTM g Bel Air Screw 2 #8 Dow TILE 6"x1"x1" 10.4 66 BONDTM g Notes: 1)Simpson Strong-Tie Quik Drive WSCD Roof Tile Screw shall be min.3-inch with sufficient length to penetrate through the plywood deck a min.1/2-inch - ,- -- 2)-Minimum-dimensions-and-weight for-adhesive-application_ LABELING 1) All tiles shall bear the identifiable marking of the manufacturer's name or logo as follows: RoRiDA ERP14001.1 FL17326-R1 Page 4 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes,throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. a EAGLE ROOFING PRODUCTS FLORIDA LLC REEK Capistrano,Malibu and Bel Air Concrete Roof Tiles TECI-HNICAL SEPVICES,t..L C LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Installation of the evaluated products shall comply with FBC Section 1507.3, FRSArrRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised and the manufacturer's published application instructions. Installations in the HVHZ shall comply with RAS 118. 3) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. 4) Installation of the evaluated products shalt be limited to projects in areas subjected to weathering indices of 50 or greater as illustrated in ASTM C 1492-03,figure 1 (see below). so 50 50 I WEATHERING REGIONS NEGLIGIBLE WEATHERING r..•. MODERATE WEATHERING SEVERE WEATHERING REFERENCES Enti Report No. Standard Year American Test Lab of South Florida Inc(TST3782) RT0610.01-14 TAS 112 1995 American Test Lab of South Florida Inc(TST3782) RT0610.01-14 ASTM C 1492 2003 American Test Lab of South Florida Inc(TST3782) RT0610.02-14 TAS 112 1995 American Test Lab of South Florida Inc(TST3782) RT0610.02-14 ASTM C 1492 2003 American Test Lab of South Florida Inc(TST3782) RT0610.03-14 TAS 112 1995 American Test Lab of South Florida Inc(TST3782) RT0610.03-14 ASTM C 1492 2003 American Test Lab of South Florida Inc(TST3782) RT0603.01-13 TAS 1011TAS 102 1995 PRI Construction Materials Technologies ERPF-057-02-01 TAS 101fTAS 102 1995 PRI Construction Materials Technologies ERPF 058-02-01 TAS 101/TAS 102 1995 PRI Construction Materials Technologies ERPF-059-02-01 TAS 100 1995 --_-- --PRI-Construction-Materials Technologies ---ERP-F_-060-02.01_ TAS 100 1995 PRI Construction Materials Technologies ERPF-061-02-01 TAS 100 1995 ----- ERP14001.1 FL17326-RI Page 5 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use, or other product attributes that are not specifically addressed herein. EAGLE ROOFING PRODUCTS FLORIDA LLC CREEK Capistrano,Malibu and Bel Air Concrete Roof Tiles TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida Building Code 5 Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. ®eo�eu Q t e u r a oag8��° 6 No 74021 + m STATE OF ®044009 a��a R, ry Zacha R.Priest,P.E. p ® y N AL e Florida Registration No.74021 °Oe° °E o�� tadaoe Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT ERP14001.1 FL17326-R1 Page 6 of 6 L This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 4 u - LLB IxY,,.:ll rV�i rl ll iti,ir1"1? ��fl{/ r y�41I I�t BCiS Home Log In user Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff BCJS Site trap Links Search Product Approval USER:Public User r.rdCr.. product Anoroval t•l,gn >Product or Aooitcating Search>Application List>Application Detail ! FL# FL7630-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived I-! Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan]..King,P.E., Li Validation Checklist-Hardcopy Received Certificate of-Independence _FL7630'R6 COI' CERTIFICATE OF INDEPENDENCE>pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/101/I.S.2/A440-05 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code FILE COP https://www.foridab7uld,ing.org/pr/,Dr appjtl.aspx?parain=wGEVXQwtDgsrGs9vbZHHs... 3/15/2017 ' Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D I Date Submitted 06/13/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/18/2015 Summary of Products FL# Model,Number or Name Description 7630.1 a."FiberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Single Door-Inswing or "ClassicCraft"and"ClassicCraft Outswing configuration(X) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7(530 R6 it iN5T 7630.1J)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST7630.1 for Design Pressure Ratings,any -FL7630 R6.AE EVAL3630;1.pd additional use limitations,installation Instructions and Created by Independent Third Party:Yes ,product particulars.(For FiberClassic and SmoothStar doors, this product approval requires the use of"J"part numbers for these doors;which have been stained or painted within six months of installation.) 7630.2 b."FiberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Single Door with sidelite- "ClasslcCraft"and"ClassicCraft Inswing or Outswing configuration(OX or XO) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7630-R6 iI anst 7630,7.odf. Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 7630.2 for Design Pressure Ratings,any FL763U R6 AE EVAL.71530.7;ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars.(For FlberClassic and SmoothStar doors and sidelites,this product approval requires the use of"J" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 7630.3 c."FiberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Single Door with sidelites- "ClassicCraft"and"ClasslcCraft Inswing or Outswing configuration(OXO) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7630 R6 11 Inst 7630.3.pdf. Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 7630.3 for Design Pressure Ratings,any FL7630 R6 AE EVAL 7630.3.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. (For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"J" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 7630.4 d."FiberClassic","SmoothStar", B'0"Impact"Glazed Fiberglass Double Door-Inswing or "ClassicCraft"and"ClassicCraft Outswing configuration(XX) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7630 R6 Ii INST 7630.4.bdf Approved for use outside HVHZ:Yes Verified Byr'Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 7630.4 for Design Pressure Ratings,any FL7630 R6 AE EVAL 7630Apdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars.(For FiberClassic and SmoothStar doors, this product approval requires the use of"I"part numbers for these doors,which have been stained or painted within six months of installation.) 7630.5 e,"FlberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Double Door with sidelites- "ClassicCraft"and"ClassicCraft Inswing or Outswing configuration(OXXO) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7630-R6 11 Inst/630,5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 https://www.floridavuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgsrGs9vbZHHs... 3/15/2017 Florida Building Code Online Page 3 of 4 Impact Resistant:Yes Created by Independent Third Party:Yes _ Design Pressure:N/A Evaluation Reports Other:See INST 7630.5 for Design Pressure Ratings,any FL�630 RG`AE f-VAL.76305.pdF _additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars.(For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"J" • part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 7630.6 f."FiberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Single Door utilizing Hoppe "ClassicCraft'or"ClassicCraft Multi Point lock-Inswing or Outswing configuration(X) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7630 R6 11 INST 7630.6.udf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 7630.6 for Design Pressure Ratings,any FL7630 R6 AE EVAL:7630.6.ocif additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars.(For FiberClassic and SmoothStar doors, this product approval requires the use of"J"part numbers for these.doors,which have been stained or painted within six months of installation.) 7630.7 g.FiberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Single Door with sidelite "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing Rustic" configuration(OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ:No FL7630 R6 11 .Inst 7630.7.gdf Approved for use outside HVHZ:Yes Verified-By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports - Other:See INST 7630.7 for Design Pressure Ratings,any F1_7630 .R6 AE EVAL 7690.7:odf additional use limitations,Installation instructions and Created by Independent Third Party: Yes product particulars.(For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"J" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 7630.8 h."FiberClassic", "SmoothStar", 8'0"Impact"Glazed Fiberglass Single Door with sidelites "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing Rustic" configuration(OXO) Limits of Use Installation Instructions Approved for use in HVHZ:No FL7630 R6'11 Irst 7630.8.odF Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 7630.8 for Design Pressure Ratings,any FL1630 96-AE EVAL 7630.8.0 additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars.(For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"I" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.). 7630.9 L"FiberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Double Door utilizing Hoppe "ClassicCraft"or"ClassicCraft Multi Point lock-Inswing or Outswing configuration(XX) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7630 R6 11 INST 7630 9 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 7630.9 for Design Pressure Ratings,any FL7630 R6 AE EVAL 7630.9.ndf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars.(Far FiberClassic and SmoothStar doors, this product approval requires the use of"Y'part numbers for these doors,which have been stained or painted within six months of Installation.) 7630.10 j."FiberClassic","SmoothStar", B'0"Impact` Glazed Fiberglass Double Door with sidelites "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing Rustic" configuration(OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:No FL7630 R6-1I "Inst 7630.10.pdF Approved for use.outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 7630.10 for Design Pressure Ratings,any FL7630 R6 AE EVAL7630.10.odf additional use limitations,Installation Instructions and Created by.Indepen dent Third Party:Yes product particulars. (For FiberClassic and SmoothStar doors littps://www.floiidabtiilding.org/pr/Pr_al)p_dti.aspx?parain=wGEVXQwtD gsrGs9vbZHHs;.. 3/15/2 017 Florida Building Code O>iline Page 4 of 4 and sidelites,this product approval requires the use of ' part numbers for these doors and sidelites,which have been I stained or painted within six months of installation.) 0actc; Nexf Contact Us:;2601 Blair Slone Road Tallahassee FL 32399 Phone:050.487-1824 The State of Florfda Is an ANEW employer.Qi2yrfaht 2007-2013 State of Florida ::Prfvacv Statement::Accessiblllty StatemenC;;Refund Statement Under Florida late,email addresses are public retorts.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to thls.entity.Instead,contact the office by phone or by traditional mail.IF you have any questions,please contact 85o.487.1395.+Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication vilth the licensee.However email addresses are public record.If you do not wish to supply personal address;please provide the Department with an email address which can be made available to the public.To determine if you.are a Ilcensee under Chapter 455,F.S.,please click here-. Product Approval Accepts: 1 Cfedit Card Safe i https://www.floriddbuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsrGs9vbZHHs... 3/15/2017 THERMANTRU I 1 B INDUSTRIAL DR.. EDGERTON,, ❑H 4351 7 �r� Pt "SMOOTH STAR', "FIBER CLASS9C, � I5IS MAX FPWE WJDTH FEC LASSICCRA CRAFT yjC81 a4 74.56'MAX FRAME W!DTH �n " ,GLAZED FIBERGLASS DOUBLE DOOR w/SWELITES [ %MMD7H INSWING/OUTSWING P w�Hw, AL Imam �a "IMPACT" W OC VO G6VERALNOTES y f. -1is product has been evaluated and is in compgonce with the 5th Edition(201d)Aorida suldng r / / •• �� Code(FBC)structurolrequiementsexcfudngfhe'NghWocity Hurricane Zone"(NVHZ). wt� Tr w 2 Product anchors shag be asfatedondspacedas shown ondeta,7s.Anchor embedment tobase C, materiotshall be beyond wag dressing orstucco. 3. Men usedfnmeasrequring wind bome debris protectionfl productcompkswithSection d 4 0 O x O a a a 1609.1.2of the FBC and does not require-on impact resistant boverfng.This product meals mLgffL- o y level"W and includes Wind Zone 4 as defined in ASN E 7996 and Section 1609.1222 of the FBC ��m 4. For 2xsfud.froming construction,anchoring of these units shag be the some as that shown for2x S a O " buck masonry construction. °s w a 5 Site condiffons that deviate liorn the details of this d=6.lng requIre further engineering analysis by �/� �/� � ��� a rrcensed eng neerorreg stemd architect r / / / o i m N TABiEOFCONOM SHEETa` DESCRUAON II I I Typicalelevagans design presswet&general notes OJS---1l— —I�US' poi 2 Smooth SlcTdoorlsiderde panel aglatingdetails "SMOOTH STAR"."FIBERCLASSIC' a 3 Fiber Classic doorlsidteife panel E glazing detags _; , "CLASSIC CP,AFT'E'CLASSIC CRAFT RUSTIC" g' .! Classic CraftlCk=c Craft Rustic docrlsderite ponel8 g(dang deto is Y' ., s 5 Hor¢ontelcrowseclions - 2 -: - ' mac'-c 6 Vertical cnxsseefons a '. 7 Verticalcrossectons OVERALL DESIGNPRESSURE;(PSF) nIw-� ° 8 Bucka»rhorng V t1 i :..`SWING .__ FRAME D..0 DOOR/51DELAE;: DAM- 5/22 08 ° _ 9 Frome anchoring-2Xbuckmosonryconshuction j ;� =D1hiFNSION_ DIMENSION ' _ 'POSITIVE_ NEGATfVE• SCA N. ° 10 Fiameanchoring-iXburJ mosonrycomiruct0n "•� IAISWING 151.50"x98.00" 21.00","78.75" +50.0 -50.0Mr. J 1 Componenis WX er. AL o y ' c�c or. US 12 Bgfofhfalerfals is%� r OLTSWING 151.50"x96.75" 21.00"x78.7S 1$0.0 -$0.0 a'"m NO' c — t FL-7630.5 0 a % r I s*ra t a N e. Y" Dr. r��� THERMANTRUO TH E RMA TP U D D r-3 P 1 12 INDUSTRIAL DR.. EDG$RTDN. ❑H 43517 ��• ��'� 74.6Z'hM.FRAMEWIDTH /',����/JrJ► 1ta````` o'n° (� 36JS MAX PPSj��®/"��N� o�r��RP� 1P�1�'ER CLASSIC", PANG. ELWDTH �iXH W/NAS AGAL \ Eo �o "SMOOTH>?re 0 9 0 0 �r PPCB SAC CRA rP & '"CLASSiC CRAFT RUSTIC�Q GLAZED F9BERGLASS DOUBLE DOOR INSWING/OUTSWING J o o �_ iiwpAc rr 15 CS Cw ti {V QV G�i�T GENERAL NOTES V =o N W a 1. This product has been evaluated and is in compliance with the 51h Edrilon(20141 Florida Building S " ' O o N Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone(HVK. o o� o W 9 2 Product anchors shall be as 4sled'and spaced as shown on details.Anchor embedment to base X O a a materiel shoo be beyond wait dressing or stucco. $ > m e � 3. When used in areas requiring wind bome debris protection this product complies with Section 5 1609.12 of the FBC and does not require an impocl resistant covering.This product meets rnissle e level'V and includes Wind Zone 4 as defined In ASTM E 1996 and Section 1609.122 of.the FBC. N g d. For2xstud framing construction,anchoring of these untfts shall be the some as that shown for2x m .m z buck masonry consiructiom g in 5. Site ccndtians that deviate from the details of this drawing require further engineering analysis by a o o c licensed engineer or registered crchftect. _ 7- TABIEOFCONTENIS t• '� _ •`� ', "SMOOTH STAP.;RBSt CLASSIC" a SHEETG DESCRIPTION ` •-r• t a J d _ 1 Typicol elevations.tles�gn premness&general notes ., ••�'",_:::( / e_ "CLASSIC CP,AFI-rL"C7A55lC CRAFT RUSItC ur L' N p 2 SrnoathStardo0rpanel&910Dn6detaSr ~ r' ! '•' _� 3 RberClasslc door panel&gloairg details / 4 Classic C7atticassic Galt Rustic door panel&glazing details — OYERAll OVERALL= DESIGN PRESSt/RE[PSFJ: a z o �tl7r SVSlING F12AM1 DLO ` a. 5/22/08 ° 'Horizontalaorsseetions °�.... 6 Vertical sections __+ DIMENSfON DTMENS�ON_ POSl11VE NEGAAVE; s-ue N.T.S. 9 7 BuckLtrarneMMOrlrrg-2XbuckmoSOnrycorotrOclbn � ;- ! am or AL o g Frameanchoring-IX buck masonry construction ��! l:% INSWING 74.62"X 98.00" 21 00"x 78.75" �5�.0 -50.0 as LFS y .Components Cam'_ •i. y'; C' - orrw.c t u: � g 10 Bid of Mater(oIs V^ ,� fl ,� OUT WING 74.62"x 96.75' 21.00"x 78.7S' r 50,® -$0.0 FL-7630.4 a THERMAINTRU 37J5MAX. �Q;• �, FRAME WIDTH �_a• IS •: Q1, ❑2:°� ^ � 31,17M,14 S I �¢� D U;iS Z— �m PANELWIDTH �N'y z ofct p=u • \`' OO • ` oue 1 l B INDUSTRIAL DR., EDGERTON, ❑H 4351 7 ���j ••'•.....•• � hi J�. y o o v e o �oZ0 "SMOOTH STAR" "FIBER CLAS&C� � \ a Nn - �o m cad "CLASSIC CRAFT"° & "CLASSIC CRAFT RUSTICePo JL GLAZED FIBERGLASS SINGLE DOOR W O NZ INSWING/OUTSWING n r y �5 of 1llAPAC�' � r 1 'W W J W J WU GENERAL NOTES zca N �� x O o I. This product has been evaluated and is in compliance with theSth Edition(2014)Florida Bu lding Ci c a Code(FBC(strticitlrol requirements exclud ng the"High Velocity Hurricane Zone"(HVHZ(. 2 Product an rs cho shall be as Wed and spaced as shodrn on decals.Anchor embedment to base 0 R � P Ci material shall be beyond wag dressing orstucco. a m U 3. When used In crew requiring wind bome debris protection this product compgeswith Section E2 1607.12 of the FBC and does not require on impact resistant covering.This product meets missle tevel'D•and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.122 of the FBC z c 4. For 2xstud frami ng construction;anchoring of these,undsshag be the some as that shown for 2x W o buck masonry construction. N R. Eu S. Site condifions that deviate from the details of this drawing require further engineering analysis by c a licensed engineer orregistered architect. P o 0 < TABLE OFCONIEM �� r y SKEET tt OFSCRIPRON "SMOOTH STAR,"F13ER CLASSIC w w e "CLASSIC CRAFT"S"CLASSIC CRAFT RUSTIC 1 Ty w t pical devotions.design pressures&general notes - ,2 SmoothSlardoorponel&glaing details 3 Fber Classic dow panel&gl®ngdecals x 4 passim Cmtt/Gasstc Crag Rust a door panel&glaing details :+ c^ �� OVERALL OVERALLS DESIGN PRESSURE(PSG — n 5 HorimMd emsssectaru 9 it SW1NG FKAME DLO ale 5/20/08 -° 6 vertrcolaosssections - _ _ U �_ .r. Dbf1ENS10N_._DIMEALS[ON_ :POSfJiVF NEGAT1Ve_ scum N.T.S. ° 2 7 Buckandfnaneanchoring-Vbuckmasonrycoriitrudton •. .� owc-rrr: At. 'a INSWING 37.75"x98.00" 21.00 x78.75" +50.0 -50.0 8 Frame anchoring-1X buck masonry rnristructon !n ui 6Y: TFS 3 10 BSI of Matewls " ` OMN7M1C y: e /OLIfSLRING 37.75"X 96 75" 21.00°z 78.75' 7 5Q•Q -SQ,Q r