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Florida Building Code Online Page 1 of 3 PGT Vinyl Non-Impact SH I - * I �W ` X . i•;;� ,"�a (;�r`+�,.iCf BCIS Home Log In t User Registration i Hot Topics j Submit Surcharge Stats&Facts Publications ! FBC Staff i BCIS Site Map ! Links 7 Search Busines P(ofessl 2`'l Product Approval mac, a USER:Public User Regulation Product Annroval Menu>Product or Annliration Seorch>Annlication List>Application Detail 4���a5eJ3 FL# FL1435-R15 Application Type Revision Code Version 2010 Application Status Approved d by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941') 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski9pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Dri Nokomis, FL 34275 (941) 486-0100 Ext 2114 j rosowski@pgtindustri Quality Assurance Representative 1 Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. 0 Validated By Steven M. Orich, PE W Validation Checklist-Hardcopy Received t Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A44Q 2011 AAMA/WDMA/CSA 101/IS2/A440 2005• AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr app_dtl.aspx?paraln=wGE... 1/30/2015 t GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH ANCHOR LOCATIONS&SPACING THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112-THICK.1X WOOD BUCKS 20"MAX.O.C. 4-1/8"MAX ARE OPTIONAL IF UNIT IS INSTALLED DIRECT SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE 8Y OTHERS. - 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO " SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). 6"MAX. 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH 70 THE �4-1/8" SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. �— / MAX 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM — DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. .6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF ADD 1 ANCHOR 62-1/8" INSTALLATION SHALL BE DONE BY OTHERS. AT MID-SPAN MAX.BUCK MAX.BUCK FOR WW 32" —� 6"MAX 4-1/8" 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI MAX CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. 1 --►j �-+—4-1/8"MAX 4 GLAZING COMPLIES WITH ASTM E1300-04. 1 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE ( ' 10"MAX ; 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9)1F THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES,ALWAYS ROUND 11-1/2" 4-118" UP TO THE NEXT LARGER VALUE. - MAX �! ' MAX TABLE 1:FIN&FLANGE WINDOWS �— 78" Buck Size Design Pressure Certifiotion MAX.. VAdth I Height I(+ sf' (-) sf Numbers Test Reports 12BUCK 52-1/8"_1 78" 1 60 165 ].9((I-777 1FTL-6410,6411 MAX TABLE 2:FLANGE WINDOWS I MM 1 " Min.Edge Min. 78" Anchor Type Substrate_ Dist. Embedment ' • Wood(Soulhem Pine) 7/16" 1-318" BUCK I #10 Steel SMS, Steel Stud Gr33 318"• .045(18 GA) Aluminum-6063-T5 3/8" 118" 6"MAX Steel,A35 3/8" 110" 3116"Masonry Concrete 1" 1-318" I —'4-1/8"MAX Anchor Hollow CMU 2-1/2" 1-1/4" FLANGE &EQUAL LEG FRAME FIN FRAME ` I NOTE:FOR ALL METALOF SUBSTRATES.SCREW EMBEOMENTSHALLBE MIN.JTHREADS BEYOND INSIDE FACE OF MATERIAL. _ t TABLE 3:FIN WINDOWS t111 I 11111 Anchor Type Substrate Min.Edge Min. �� Ny LIN 4// i,l Ommay. mm M�Mf iH¢afV. nmvmwwe ONTAMlD } Dist Embedment •`.r0,.••'-••'-••.�l�c J.ROSOWSKI 08/01113 RIGIDVINYL 1-112'x.135' -,IGENSF '•.� .woaaovR�run:AnFcmravorras i Wood(SOuthem Pine) 318" 1-7116" `�eYed� °°b' r`O'p1b1a' Q':• a°cwvrtmreersmwrrinnaxmw RODOn9 Nail �,1..• •'.x _ .HTrwummwrrm�Evxcss�lrwner .j 2-1/2"x.131•' No.68705 lvucscalaArrattam�Ec Common Nail Wood(SouthernPine) 318" 2-7/16" z 912 Panhead Wood(Southern Pine) 9116' 1.918" � '� /3 :•LtJ—1070 TECHNOLOGY DRIVE ? SMS STA OF ; ((/ NOKOh11S,FIL 34275 #10 Trusshead ''O,n'••.• �� FL CERT.OF AUTH.:29296 SINGLE HUNG INSTALLATION Wood(Southern Pine) 7/16' 1.3/8" %�� •.,"tORIDP�•'(,�` °iantrp R"r. I Screw S C� A.L nm Mlller,P.E. dQOk snooe ONA� P E.#58705 SH-400 NTS 1 of 4 1032511JR TABLE 1A Mullion Capacity Table Ibalft2 OponlngWldth(forveltically-sparrirgmuVions)orOpening Height(for hodmnta*3parrdng'mUI1om) �4,arm� LL 5D In 601n 70 in 801. Win .1001. 120). 1401. 160 in O Re<tanAul.1 TropRdelg. Reclanguiar TroplRlanA- Reelangiler TrapRdeng, ftealmgulnr rroprrdang. Rectangular 7repfrdang. ReclenguI., 7repr4.mlg. Rectangular TrepRdang. Redanpxar Tbeprrdang. Rectengulor Traprrdang. �a ao rc 1%2%.126 Lo Loafing Losdn9 Loafing LwdOg Loafing Loafing Loafing Loadng Loadrg Loednq I Lwdng Loafing rnadng Loafing Loadne LDeding Loafing p2 x v Alum.Tuba .F �' �' ,. F P .' ',. s, � �' .g. g ':. .�� •� s ? .� mullion a a si �� s aha Ls s g@ a .$ 3` 3 0» 3a 3 8p s s 3 c3 3 43 8 43$ li c(E 3B 6 38 3 3 1{ s 0a to 5 K 5@. a.K 5 4K 5 R4 �E QK K B E g L@ ¢KE9K E� d' �E• � O N� 421. 111.9 400 129.6 332 93.2 403 116.6 325 70.0 408 107.8. 321 69.8 408 104.4 319 62.1 408 104.0 310 65.9 40B 104.0 319 46.6 408 10q.0 me 39.4 408 104.0 319 35.0 408 104.0 310 J W 481. 74.9 312 83.8 268 62.4 312 73.4 262 53.5 312 67.0 248 48.8 312 63.2 248 41.6 312• 01.3 2M 37.5 '312 01.0 244 31.2 312 61.0 244 2fi.a 312 61.0 .244 23.4 J12 61.0 244 O 50.625 In 63.9 281 70.6 234 53.2 281 61.5 228 45.6 261 55.7 224 39.9 281 52.1 222 35.5 281 60.1 220 31.9 201 49.3 219 20.6 281 49.3 219 22.8 28t 49.3 218 20.0 261 48.3 210 W C3° O ME - 52.6 247 57.5 207 47.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.6 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 2{7 30.1 197 18.4 247 JB.1 183 m M ~ 38.4 200 41.2 170 32.0 200 35A f66 27.4 200. 31.5 163 24.0 2D0 28.9 160 21.3 200 27.1 159 192 200 25.9 157 16.0 200 25.0 168 J 33.1 181 35.3 155 27.9 181 30.3 152 23.7 181 28.9 149 20.7 181 24.5 148 10.4 181 22.8 144 16.6 151 21.7 143 O 7 m 23.0 165 30.6 U2 24.0 165 26.1 139 20.8 165 23.1 136 18.0 165 21.0 134 W E $ gr W 22.2 139 T7.3 12(1 iB.6 139 19.6 118 15.9 139 17.5 116 D-e J a-A U` rcZ 18.9 125 19.7 109 15.7 125 16.8 107 Q ...I J 17.5 118 18.2 104 ~ a Q t3) d Z TABLE 16 ZZ ANCHOR CAPACITY ADJUSTMENT FORMULA: (n toaZ 80 Anchor Ca act Table Ib9 ANCHORCAP., ,,a, JS SUWlrolO: 2.7k Concrete 3.5k Conc. H011m CIAU HIM WU PT Wood ktelot (OP-)X( >=ANCHOR CAP.u, O , MULLION CAP.,-'- 910'Elco 1/4'$6 Eko 511V EICD 114'SS Elea 010 Steel 1112 Sleet 012 Sted x �hk, 7116 Eko Ultmcon N'Elea UlUeean &16•Eko UlUncon f/4•Eko UlDacm tV � Anchor CllpPatleme Ul6aon A99re0ata mtncon AggreGatar scmr(GS)scmr(cs) sclew(635) USE THIS FORMULA TO OBTAIN THE•ANCHOR t' 2-1? r z-trr sve• r 2-1¢ t• 2-/m- 2' 3.110' 1 2' 0.40• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN X ¢ O O 1-374' 1-3/4' 1Jfd• 1-314• 2' 1-114' 1-1/4• 1-114' 1-114'" 1-1/4• 1-114' T 1-318' iJfB` Cedes ACTUAL PRIES Qe Z 2 AnehoroQ4.76'Min.O.C.751andard or Offset Up(FiO.i): 3801W 390 1b, 450 lbs 8901bs 161416s 27016s 28016s 35I IDs 7401bs 374 ft 66IIbs 946 lbs 3411bs 4421bs 56o lds OPENING,WHEN IT IS LOWER THAN THE MULLION D. m0 so 4 Anchors Q MY MIn.O.C.f Slerlderd(or Met)Cop(Fig.2): 4501bs 700 lb, WA WA WA NIA 380Ibs WA NIA WA WA WA 6021bs 885 ms 1120lbn CAPACITY(FROM THE TABLE)OF THE SELECTED ma. 4 AnOus C T Min.O.C./(2)2x5 Arpla pips I(Ftg.3): 7801bs 7001bs 8B0lbs 15601bs 1890 Its 5701bs 56016s WA 760 W, 7481bs 660lb, 189210a C821bs B65 Ns 1120Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR e 2 AmImm®0.45'kM.O.C./U alp.Into.12Y Alm(Fp2.4r WA WA N/A WA WA WA WA NIA NIA WA WA WA NIA NIA Its Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anar4N/F-Csp(Fig.6): 195106 les lDs 2251bs 445IW 022166 1351b9 14o lbs 177 lbs 37o fon' IBM, 3321W 47315+ 170IDs 221 IDD leo lba ADDITIONAL ANCHOR OPTIONS FROM THE 2AncbonQ1.16'M1..O.C2 FCgp 24016+ 350@: NIA WA WA WA iB016s. N/A WA WA MA WA bllbs 4d2163 sae ros ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE 2: TABLENOTES: 1'R DUCT RtlVISf7D . • • • as cmeWlylna 111th 01:1 Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING.THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. DundlpACoda SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000' r- ANrco NO f� x:01 DrldratlQn Dnc 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - FIGURE 3: Miami Uadc P,.ducr Conavl 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' vk I)I I I 11177 FIGURES SHOW.SUGGESTED,APPROXIMATE HOLE LOCATIONS. 125' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED YC •' \_ICENSOc'•��FP CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED r T� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.125' I _� No.58705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2•X.125'MULLION II I LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREEN THREADS BEYOND • THE MATERIAL.#10 R 012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. LLLL��JJ5 k/0 ;oma•., SATE G�1 A.LYN�J tv{ILL'R,P.E. FL P.E.S 58705 TABLE 3A Mullion Capacity TDblo(lbsW) Opening Width(for yedlceliy-sporwnk i mtilions)or Opening Hoight(tortsodzonloity-sperrtng mmiorls) �><C SO In W In .701. ea In 901. Im In. 1201n 1401a 1601. 9A o 1X2.76. Recton0olar TrapTdapg. Rim-pw TrepTdang. Rectengulef hap/Mnnp. ftectengder TrapTieng. Aeelangular haptTdang, Rsatang of Twp7Tdan8• Reatangutar hep/Tdang. Recteng.4ar TropTdonB• Rtahsplmf Tlapmong, ax Loafing Waring Lwdng Loadng Loafing Wadag LoadnO Laadng Loadnp Wadnp Laadng Loafing Landing WadnO Loafing Lancing Loafing. Lozdng sx o .376 Alum' p b Tubo ,. .•, g u �_ f3•� S>_€ �o �za� �$ �1' It n •� ., .. .. _ . 63 4Mullion �T 9' � � �Tilde T1191 4. 2 .. z u' L03 w p 421n 170.0 626 170.0 435 170.0 7U 170.0 418 1740 869 iTOp 608 174.0 392 170-4 519 '70,0 1116 170-0 621 170.0 1240 170.0 S2f 148.7 134) ST0.0 521 127.5 1301 170.0 621 1113 l31i 170.0 621 �yj -TO In 170.0 700 170.0 624 170.0 850 170,0 684 170.0 91372 170.0 630 170,0 1133 170.0 661 161.8 1139 170.0 677 1we 1130 170.0 800 1119 1439 170.0 080 97.6 1739 170.1 680 85.4 1139 170.0 660 J W S 50.6257. 170.0 747 170.0 S53 170.0 836 170,1 871 587.8 1032 170,0 66{ 146.11 1032 170.0 723 130,6 1032 170.1 747 117.4 1032 170.0 758 97.9 1032 170.0 756 83.9 1032 f7D.0 768 73.4 1D32 '70.0 768 g 64 in 170.0 187 1740 612 161.3 907 170.0 691 7382 B07 164.7 730 120.0 907 1523 720 107.6 007 145,0 714 96,8 907 141.1 710 Joe 907 140.0 709 69.1 907 140,0 709 We 007 IWO 709 W C3 0 �' BO in 141.1 735 161.5 E26 117.8 735 130.3 611 100.8 735 110A 699 60.2 735 106.2 590 78.4 735 99.5 683 70.6 735 95.1 678 68,8 735 018 671 60.4 735 91d 574 44.1 735 91,8 674 cmo .w•1 638 121.9 666 130,0 670 101.8 668 111.6 657 870 6W 88.9 64T 762 666 80.1 538 6T.T 868 83,9 d3t 60.9 668 70,8 528 60.8 686 76.8 621 43,6 66,6 75.6 521 F20.1 666 75,8 621 � -1 691. 108.0 601 1124 522 66.3 607 80.1 511 75.7 807 85.0 501 64.2 607 77.1 493 68.9 607 713 468 53.0 607 676 481 442 607 63.4 478 37.9 607 62.7 474 007 62.7 474 Z '+� MN 81.8 51D 05.8 443 60.0 510 73.0 dad 583 51D 64.3 426 51.0 510 $7.9 419 464 510 63,3 413 40.8 610 50,0 dOB 34.0 510 45.9 402 29.2 510 44.1 399 510 44.3 399 �.�ga gSp s� TB to 69.4 458 72.6 400 bT.B 458 41.7 892 49.0 456 641 385 43,4 456 48.6 378 Me 458 44,6 373 34.7 460 41.8 3S8 28.9' 468 37.7 382 24.8 456 38.9 35fl 458 35.7 358 Jj b E3 Z 791. 04.2 435 87.0 381 67,5 475 66,0 373 45,0 435 49,8 366 40.1 435 44.7 360 35.7 435 40.9 353 32.1 435 30.1 351 20.8 435 34.4 344 22.9 435 32.6 341 435 32,2 340 Q r 901. 45.8 327 43,1 200 35 327 36.4 265 298 327 31,8 280 26,1 327 26.3 275 23.2 327 25.7 771 20.9 327 231 288 17,4 327 21,0 262 14,0 321 19.3 258 Z so Q Ori O N 96 in 34.4 287 35.4 257 28.7 287 29.9 2S2 24.6 287 26.D 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19,3 237 14,4 267 16.9 232 N X Z 00 op is 1081. 24.2 227 24.7 205 �0.2 227 20,8 201 17,3 227 10,0 100 15.1 227 18.0 105 tti to 223 2tS 22.7 194 e 215 191 191 16.9 215 16.6 S86 -' tr7 Iii 12D In 17.6 164 17.9 167 N TABLE 3B X Anchor Ca act Table iha ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 E`- Z ANCHORCAP.,-,,,,, _o m0 1;0 Subslrela: 2.71,Concrete 3.5tConc, Hallow CMU FinedWU PTwaaa WWI (DP.)X( >=ANCHORCAP-"„ Nis•Elco tid•ss Eko 67th'Eica va•ss Eka afa smut asz sinal e1z sies MULLION CAP.,,,- Mchor rypa: 3/t6•Eica Uiirecon 114"Eka U6recm 3'18'E1ca Uf9econ 114'Eko UtOacm AggmOoty UIIrecon AggreGalor 9cf0'N(GS)Suaf/(G51 StimK5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Uluncon EdOo Distance(N): P z-tn• i• a!n• 3-va• r z-in• t• z-zn• r 3-1ra• r ob6• Dad• 6.326• CAPACITY REQUIRED"CORRESPONDING TO AN Emtwdmen13 n): 1.314' 1-314- 1.314' 1.3/4' r 1.114' 1-114' 1.114• 1-114' 1-114' 1-114• r 1-To, 1-318' cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchots@4.75•Min.O.C.7S13andatd or COset qip¢Ip.t}: 39911,6 380tbs 450165 880Ibs 1644/1,s 270{Os 280lbs 354lbs 740W 374 On 6641bs 045 it. Sit las 442 Os SOO Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 9 1,15'Mln,O,C,f 5londtuo(ofOrtse9 CAp(Fig•2): 400 ft 700 ms NIA IVA WA wA 380Ibs NIA WA WA WA wA 602 ma ees Ida neo Iba CAPACITY(FROM THE TABLE}OF THE SELECTED 4Anofnr3&11.ln. 245 An910 Gips/tFJp.3): 7B0lbs 783 Its 6PA lba iSB01W 489816s 514166 58011,5 Wq 780 ms 7481ba 8901bs 189216., 692 m1 BBs ens 11201bs MULLION-IT WILL YIELD A MINIMUM ANCHOR 2 Arotuxs®6.45'hiin.C.C./U471p,fato.125'Atum.(Flo.4): WA WA WA wn wA wq wn wn N/A wn WA WA WA WA 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY - 1 MOW I-C!p 1Fb,5}: 1395166 1951bs 22511,5 415 ids 022165 133Ipe 14016s .1771bs 370 ms 18TIW 332101 4731bs 171 m8 1211t. 280165 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc0an t.i5'Mil.C.CI F47iD ffb,8}: 740@s 350IOs WA N/A WA WA S80 ibs WA WA WA WA Nth 34t IDs 442Ite 500Ibs ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ILODUL•T R15Y1SBU CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. colDUOrT aids SB Florida uildingOndc mgionamNo� FIGURE 1; FIGURE 2: I Dom TABLE NOTES: -�-� 1.000" r-- • S 4ibmi ade Product Control 1)5EE SHEET 1 FOR ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 111!1! FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \1 ,(3oLYNN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23- 2.750• _� ��,•' �LGENS�•'••.FP �� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. - 1 FIGURES SHOW SUGGESTED;APPROXIMATE HOLE LOCATIONS. " )�7• 14o.50705 'x ANGLE CLIP MUST BE USED W PAIRS. =_ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (� FIGURE 4: FIGURE 5: FIGURE 6: _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375" Y')) `� (,jr.)'S• M1 YELLOW SOUTHERN PINE W1TH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" -TS-ATE F- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"TH)GK(16 GAUGE),STRUCTURAL STEEL TO BEAT ' 'n•• fi P - ' LTJ 1'X2.75'X.375•MULIION ; O•'•.,LORtD,,.•' \; LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND LS, \� THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL, SS.OR 410 S.S. `�rr ��NAL '�'•`,� MID A.LYNN,MILLEf2,P.E. FL P.E,#58705 Florida Building Code Online Page 1 of 5 PGT Vinyl Non-Impact Fixed 14� +x'?•,.,SsR""4 '» ! I b g tai '« 4 �` f nz r s r' a�', '3 •3lir ..wu�,ia 3$�'S.), sfa.w.. .41 o-aj)ee-%gMc,rt j BCIS Home Log In �User Registration i Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff 7 SCIS Site Map Links E Search Business', ; g product Approval Professional � USER:Public User eculat m Product AeProval Menu>product or Apnlication Search>Application List>Application Detail FL# FL5012-R14 Application Type Revision. Code Version 2010 Application Status QApproved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 2231"8 druark@pgtindustries.com ..Authorized Signature Jens Rosowski j rosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/NWWDA 101 I.S.2 2002 ASTM 51886 2005 ASTM E1886 2012 ASTM E283 2004 ASTM E330 2002 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 1/29/2015 Florida Building Code Online Page 2 of 3 FL1844 R17 Equiv Cert of Equiv AAMA101-2011 To 2008.pdf FL1844 R17 Eguiv Cert of Equiv ASTM E1996-12 to E1996-12 to E1996-09.pdf Product Approval Method Method 1 Option A Date Submitted 01/26/2015 Date Validated 01/26/2015 Date Pending FBC Approval Date Approved 01/28/2015 Summary of Products FL# 77lModel,Number or Name Description 1844.1 HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R17 C CAC Certification HR-210.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/10/2016 Design'Pressure: NIA Installation Instructions Other:Please see the Installation Instructions for design FL1844 R17 11 HR-210.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports . FL1844 R17 AE Prod Eval HR-210.pdf Created by Independent Third Party: No 1844.2 HR-410 Vinyl Horizontal SlidingWindow Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R17 C CAC Certification HS-410._pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/17/2015 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1844 R17 11 HR-410.pdf pressure, size and anchorage information. Verified By:A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R17 AE Prod Eval HR-410.pdf Created by Independent Third Party: No 1844.3 JHR-510 WinGuard Vinyl Horizontal_Sliding Window Limits of Use. Certification Agency Certificate Approved for use in HVHZ:No FL1844 R17 C CAC Certification HR-510 b.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/28/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R17 11 HR-510 b.pdf pressure, size and anchorage information. Verified By: Dean Ruark, PE 73138 Created by Independent Third Party: No Evaluation Reports FL1844 R17 AE Prod Eval-HR 510 b.pdf Created by Independent Third Party: No 1844.4 HR-2110 Vinyl Horizontal Roller with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No . FL1844 R17 C CAC Certification HR-2110.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/21/2016 Design Pressure: N/A installation Instructions Other: Please see the Installation Instructions for design FL1844 R17 11 HR-2110.pdf pressure, size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R17 AE En�Ev._al HR-2110.pdf Created by Independent Third Party: No 1844.5 - HR-2210 Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R17 C CAC Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/22/2015 Design-Pressure: N/A Installation Instructions https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 1/30/2015 EDGE DISTANCE INSTALLATION WITH FLANGE FRAME —T — V" EDGE DISTANCE EMBEDMENT r-7 fSUBSTRATE 4 DOD EMBEDMENT / EXTERIOR SHIM SHIM ❑ Quo Q , o �.. aG� Q E FLANGE FRAME. EXTERIOR JAMB INSTALLATION EXTERIOR (USING 1X BUCKSTRIP) FLANGE FRAME, FLANGE FRAME, HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) EXTERIOR �❑ EXTERIOR EXTERIOR UL FLANGE FRAME, JAMB INSTALLATION 1 Ili (DIRECTLY TO SUBSTRATE) ���OaV LYNN SHIM u ���.•'VGENS,' C: SHIM * N0.58705 ' 1X WOOD kk SUBSTRATE GsrniE �1 i:(V �e :2` X// SUBSTRATE FLANGE FRAME, ,��is`S70NAL SILL INSTALLATION EAG\` V—syDm _ FLANGE FRAME, (DIRECTLY TO SUBSTRATE) J ROSOWSKI 06/22111 VINYL a°b EPN°O YC PPr Pmus7S�snnv eaysmexm arsroexnv. SILL INSTALLATION 7 .w r o 9��ewnc ANDFR]PRIl7MY.NI1Po ONOFWS axv/mrtnurSe eam ae tr�noaKm a (USING 1X BUCKSTRIP) xxuccsaxaymxvmwac INSTALLATION NOTES: ® oembatre 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. iFL 34275 T�^' 3)MAX.SHIM THICKNESS TO BE I/4". FL CERT.OF AUTH.:29296 HORIZONTAL ROLLER INSTALLATION 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. so+�nwmt sms sr�c cry " n.Y 5 175 P.E. FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. A.Lynn 587070 6 P.E. HR-410 NTS 2 of 3 1062211JR M IAM I.DADE IIIA-MI--DADE COUNTY,FLORIDA p PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONODIIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTI F CCEPTANCE (NOA) vnvw.ndamid ade.yov/econonly PGT Indusfi res,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ.(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their.jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami�Dade Conty Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply w ith the Florida Building Code, including the Higlt Veloci Hurricane Zane. DESCRIPTION: Series"PGT" Cli eci Extruded Aluminum Tube Mullion� 1VI.I. APPROVAL DOCUMENT: Drawing No. 6300JR;titled "Impact—Resista mum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/I l�vith the l est r ion dated 01/29/15, signed, sealed and by Anthony Lyne Miller, P. E., bearing the IViiami--Dad a Product Control Revision Section stamp with the Notice of Acceptance number and Expiration la e by the Miami—Dade County Product Control Section. _ MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit sliall bear a permanent label with the manufacturer's nal0or go, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unQrt ),rwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filehas been no change in the applicable building code negatively affecting theperformance of this pr TERNIINATION of this NOA will occur after the expiration date or if there has been a revisio r change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as A . ement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request pf the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages .E-1 and D-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No.14- �1 QMIAMMI-DIDE COUNTY _ �s �� (1) xpiration Date: May 26,2016 roval Date: February 12,2015 Page 1 GENERAL NOTES: ANCHOR LOCATIONS 1)THE ANCHORAGE METHODS SHOWN HAVE &SPACING BEEN DESIGNED TO COMPLY WITH THE FLORIDA 73"MAX.BUCK(XO/OX) B73"MAX.BUCK BUILDING CODE FOR THE DESIGN PRESSURES 110"MAX-BUCK(XOX) (XOIOX) LISTED. 110"MAX.BUCK(XOX) 2)WOOD SUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS ARE OPTIONAL IF 6-1/4" UNIT IS INSTALLED DIRECTLY TO SOLID MAX. CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE O.C. 1-1/2"THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3)SEE TABLES FOR MINIMUM EDGE DISTANCE 12-1)4" . FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 62"MAX. O.C. 62"MAX. 4)SHIM EACH ANCHOR LOCATION WHERE THE BUCK / / �. BUCK. PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED �..._... FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 6-1/8" L I • .6-1/8"MAX.O.C. 1-318"MAX. MAX. I — r�—12-1/4"MAX.O.C. 6-1/B"MAX. MAX. 11 6)ADHESIVE SEALANT SHALL BE USED BETWEEN ' SUBSTRATE AND FLANGE OR FIN.OVERALL FLANGE FRAME,XO INTEGRAL FIN FRAME.XO SEALING/FLASHING STRATEGY FOR WATER — - RESISTANCE OF INSTALLATION SHALL BE DONE TABLE 2:ANCHORS FOR FLANGE WINDOWS ;7 BY OTHERS. TABLE 3:ANCHORS FOR FIN WINDOWS 7 MATERIALS USED FOR ANCHOR EVALUATIONS Min.Edge Min. Min.Edge Min.. r Anchor Substrate Anchor Substrate 9 WERE SOUTHERN PINE,2.7 KSI CONCRETE AND Distance Embedment� Distance Embedment ' CONCRETE MASONRY UNITS COMPLYING WITH P.T.Southern Pine(SG=.55) 112" 1-318" 2-112"x.113"Box Nail P.T.Southern Pine(SG=.55) 5/16" 2-7/16" ASTM 0-90.GLAZING COMPLIES WITH ASTM #10 Sheet Metal Screw, Aluminum,6053-T5 min. 316" 1/8" 2-1/2"X.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2-7/16" E1300 04. G5 Steel or 410 Steel Stud,Gr.33 min. 318" 0.0346(20 ga) 2-112"x A45"Roofing Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/16" Stainless Steel 8)THE 1/3 STRESS INCREASE WAS NOT USED IN A36 Steel 318" 1/8" - P.T.Southern Pine(SG=.55) 1/2' 1.918" THIS ANCHOR EVALUATION.THE 1.6 LOAD P.T.SouthernPine(SG=.55) 1/2" 1-3/8" Aluminum,6063-T5 min. 318" 1/8° � DURATION FACTOR WAS USED FOR THE #10 Steel SMS { EVALUATION OF WOOD SCREWS. 3/16"Steel Ultracon Concrete(min.2.7 ksi) 1" 1" Steel Stud,Gr.33 min. 3/8" 10.0346(20 go) Ungrouted CMU,(ASTM 0-90) V 1-1/4" A35 Steel 3/8" 1 1/8" 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDEFACE OF MATERIAL THE TABLES,ALWAYS ROUND UP TO THE NEXT MATERIAL LARGER VALUE. TABLE 1:DESIGN PRESSURE XO SHOWN,SPACING ALSO Window Buck Size Frame Configuration Design Certification $ APPLIES TO OX AND XOX T e (+)P� (-)pair Numbers ,� a 7T, 1 62" FirdFtange XO/OX 00 90-033 VIII 110" LYNNlei D�.n aY: wro: uem�e rur m mxtBarWmaan� �`�oN�.......•4/i�� �i i J.ROSOWSKI 06122111 VINYL owl^m^ _y � .•'VIGENSF •,•9 Rmmer. mm: rawer oxorno werAmrrownrravoFnus P:' ropnmrtN�reEusmueEFrtmourfaa `*" No.58705 * Awm+ummwrMEBRnr� vaaswreRnen srwrs ¢ 1 3070 TECHNOLOGY DRIVE (/Z'�1(I ;'•1(/ NOKOMIS,FL 34275 ��•• 5T TE F FL CERT.OFAU7H.:2B298 HORIZONTAL ROLLER INSTALLATION jOCORIDP.•'' \�� s"nmrnmace s®w: sn""e a x". Rar. •'"•••. G; A.LYnn Miller, �'�S/0" E�' P.E#58705 HR-410 NTS 1 Df 3 1062211JR j PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05). 2.• Drawing No. 6300JR,titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. -13. 'PESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Submitter/un(ler-previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and.structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01129/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory.and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"'Edition (2014),dated 11/03/14, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P.E.,Product Control Section.Supervisor. ainie D. Gasco P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: Tvlay 26,2016 Approval Date: I+ebruary 12,2015 E-1 DETAIL E: o � p .126•MIN. MULLION TO MULLION DETAIL C: INTERSECTION NOTES: o� 5 MULLION DIRECTLY ATTACHED TO (U-CLIP) LL MASONRY STRUCTURE MULLION 1) o 1)MAY BE INSTALLED IN OR (STANDARD CLIP SHOWN) INTERSECTIONS. a: VARIES SZ = cWi .2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. I(J I TYP.ANCHORN F.ITHERTHE I I PER SUBSTRATE, �~ 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 - m I— siANDARD oR I SEE TABLES 1B-136 FOR CORRESPONDING MULLION. h W OFFSET AtULL I I TOP VIEW Z 1n CLIP h1AY SE I I I ppppppp8p EDGE DISTANCE MULLION Q W INSTALLED BY II lu�° FOR MASONRY J THIS METHOD. I I I YAWES ? _ ANCHORSI I NI2 BTE13-SCREWS, SELF•DRLLING OR PRE-DRILL o MULLION AND USE SMS W m o O Ll uJ m MULLION � Z EXTERIOR 4. .6 y _ s j O Z) THE OFFSET CLIP IS ` EOG E DISTANCE ZZ E FOR MASONRY 4, RECOMMENDED FOR $ ANCHORS n FIN-FRAMED LINTERSECTION ' u WINDOWS BUT MAY U-CLIP F VZ AISOSEUSEO FOR J N o 8 ° OTHER FRAME TYPES. EXTERIOR Z 7YP.ANCHOR - PER SUBSTRATE, d d Q Z co SEE TABLES IB-138 Q a - ~ O TYP.ANCHOR SEE SHEETS 21-23 FOR (n F'fl CD PERSUBSTRATE, HOLE LOCATIONS Ji BUCKSTRIP J AND sEE7ABLES IB-Ia. FRONT VIEWEDGE Q Y Y ATTACHMENT DISTANCE �. (n .. BY'0;_: THERS, SEE TABLES 1— (n -� SEE NOTE 1, - 1B-13B Q Z Q Q Q EMBEDhI FENT ,• SHEET 1. .• .: EDGE A ;ib.0 ^I_DISTANCE SEETABLES SIDE VIEW MIN 2.7 KSI CONCRETEOR CMU MIN 2.7 KSI CONCRETE OR CMU 18.136 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PERSUBSTRATE, SEE TABLES ID-136 RODUCPRBVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ok �.� SEESHEETS �uj u vomplyins whh the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FORu1di de CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �� HOLE 1KCptlVlAy No, FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LOCATIONS Detc MULLION ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. �~ ® Iinod ado P�odud Corin• 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. I I I I I 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE `�.�,0okly LYNN 4�i�,�� ELCO ULTRACON OR ELCO 1l4'S.S.AGGREGATOR MASONRYANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES r�.. VICENSF•.re FRONT VIEW 16 GA AND COMPLWU WITH THE FL BUILDItIG h. CODE.A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS ND•58705 USE WOOD ANCHOR SPECS - 3� EXTERIOR SIDE VIEW — D `(- ' NOTES: — 1)FOR 2X W000-BACKED STEEL STUDS.WOOD T••. FT To �5.: ANCHOR VALUES MAY BE USED. ':�sS••,<,ORI01`,.•''�� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 6-20,FOR QUANTITY OF SCREWS. A.LV'NN•M 101!E`�t,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: i; Z FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) O 2 J SEE DETAILS A.E. 30'OR 45' .- SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. 10 N MULLION I 'I 0 1 O Z {F(q— O 0 O W O O 0 0 0 0 O O TOP VIEW 2 _ SIDE VIEW LU O o SHOWN WITH I'X4'X.125' I TOP VIEW I I z to MULLION 1 I I I I--' --1 I I I TYP.ANCHOR EXTERIOR I i I i /__PE'SUBZ STRATE, 1 i / SEETABLES 168 OR 16B I TIP.ANCHOR' 1 I STANDARD MULLION CDP 1 i—PER SUBSTRATE. I I EXTERIOR _j U)o Z MIFIED TO FR FIELD SEE TABLES IB-14Bp 1 J=f Q Z c" •V' CONDITIONS. 2'X5'ANGLE CIIP, -~ Z Q rn o 1I I I I 2 PER MULLION END,.MUST BE Q O Z N I' I I I I INSTALLED INSIDE OF BAY MULL. MULLION I I I I I ® N g ACD a� 1 1 J I II I U) I I I I O w FQ-- Y Y 2-kWX.126• II I I ANGLE CLIP, 2 PER MULLION END, Q — Z O O I I MU ST BE INSTALLED D- 1n (n I 1 I I INSIDE OF MULL. �,gpp 1'Om0 "',_TYP.ANCHOR b , PER SUBSTRATE, SEE TABLES 1B-14B ./� INTO WOOD, L� STEEL,ALUM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR O G�EO1 51 P m' , PRODUCE RBV SBD -V �e� mcomplYhlde'fl11Ihe17o11de PEi1t F Buil p Coda rO� ESP b� © INTO WOCO,STEEL, O� ® ALUM,CMU ORMASONRY EDGE DISTANCE Niaml ada Product Conllol PER ANCHOR LL LLl 111111,T EDGE �_——® NOTES FOR INSTALLATION OPTION G&H: DISTANCE F ��•`�T,O..........!10/� PERA14CHOR NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 7�1-.• NO.58705 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE - ' 1)DETAIL IS NOTAPPLICABLE FORTHE BAYOR I.2G'X2.11'X.125-MULLION. LOCATIONS. 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ,�(�'•, U LOCATIONS. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. s/ OVAL A.LYNN FILLER,P.E. FL P.E.#58705 INSTALLATION WITH FIN FRAME I — EMBEDMENT EDGE SUBSTRATE DISTANCE EXTERIOR I EDSHIM GE �❑ DISTANCE 4 EXTERIOR ET O�❑ FIN FRAME. HEAD INSTALLATION SHIM rx FIN FRAME, JAMB INSTALLATION SUBSTRATE //111111/� LYNN Af!t(�c���:. No,58705 SHIM �. STATE OF SUBSTRATE EXTERIOR 0NP� 0(xwl>n' Dutrc Ftnb�fa: II�WB'DN11W! eNe1TA RMlfAU!® J.ROSOWSKI 06117!11 VINYL FIN FRAME. vN°o�"vaa w��raav° OpORTMaOFTM SILL INSTALLATION R.,aef �r awKm �r�e nxameN rTwaffw�rGraa�mn� m Dmobaue INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE NOKOOIIS,FL 34275 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. FLCERT.OFAUTH.:2s2s5 HORIZONTAL ROLLER INSTALLATION 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4'. A.Lynn Miller,P.E. P.E.958705 HR-410 NTS 3 of 3 1062271JR ' TABLE 5A MuI1lon Ca tolly Table Ibefie) Opaning YVSdth(foriionicaily-sparring mullions)or Opontng Height(for hatizo7ltalyoparrirg mufkm) te•-� 5o in 001n 701n Be In g0 in IDD to 1201n 1401n 1601n a TLomringLoadng Reotangatar 7eapidang. Re..gukr TraptTuang, Roclmgdaz Tlap Mang. Rectangria! Trap?deag. R4oiangdar Tmwdang. fteciengutar Inap'Tdong• Redmgcl r 'Wp?dmg, Reataagetar Uopfolmo. 1••%3.126"% Loadng Losing Loaann Load o. no Loadnp Loafing Loading Laadnp Loedne Loading Loafing Lnadng Loafing Loadn9 Loadna Loadng gY 2 U .6qq"AfUm ,'• F 7: .� a a F Tubo Mull aaLO 4 Is a i tri z �� c�n -42N 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170,0 $04 170A 992 170.0 519, Me 1110*170�0 .0 1240170.0 521 170.0 1488 l7Q.0 521 170.0 1735 170.0 521 154A 1802 170.0 521 � E481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 R76 ,0 1451170.0 600 157.7 1577 170.0 080 MA 1577170.0 660 118.2 1677 170.0 080 SD.625In 170.0 747 170.0 563 170.0 896 170.0 831 170.0 IN$ 176.0 684 170.0 1195 170.0 723 170.0 1346 ,0 1184 17D.0 756 141.7 1495 170.0 756 1215 1495 170.0 756 108.3 1485 170.0 768 W O Q 5{In 170.0 797 }10.0 812 170.0 950 170.0 881 170.0 1118 170.0803 188.1 1401 9.5 S<D1 170.0 858 124.8 1401 170.0 96S lOQ.B 1493 170.0 801 03.4 (401 170.0 601 I" 69 in 170.0 885 170.0 701 170,0 1003 170.0 797 158.5 1150 Y79.0 878 138.7 1159 187.0 028 123,3 1156 1.0 1168 140.7 010 925 1156 144.5 903 79.3 1150 144,5 903 59,4 1156 144.5 903 F J J 03 to 510,0 830 170.0 745 159.0 1048 110,0 80 137.0 1019 165.6 880 110.8 1049 141.7 8{0 1011.5 1049 132.0 830 95,8 1049 125,5 824 799 1049 119.3 820 68.5 1049 118.9 810 59,0 1049 110.9 St9 tt} � 661n 108.4 855 170.0 780 WBA 055 151.3 844 118.1 955 133.7 789 104.2 865 121.4 775 92.8 055 112.0 785 83,4 055 103.4 757 886 055 00.8 740 59.6 955 98.7 746 62.1 955 08,7 746 Z W m ey 721n 128.5 803 134.0 891 107.0 803 a. 114.0 002 111,8 603 101.1 670 80.3 803 91.2 859 71.4 B03 63.9 619 ef,2 603 78.6 042 53.5 803 722 632 45.9 803 69.6 626 40.1 891 68,7 027 U) p AW 76[n 108.2 72! 124.1 538 9t.0 721 97A et8 78.0 T2f 86.1 605 68.3 721 78.6 585 60.7 721 70.1 588 54.8 721 65.4 578 45.6 721 59.4 569 39.0 721 50.6 5% 34.1 721 W.1 583 J J L7 rcZ 7 e 4 7B In Y01.0 684 105.4 589 84.2 884 SB.4 587 72.2 664 78.4 676 83.1 684 70.+ 587 56.1 084 64,4 558 506 684 59.8 651 42.1 684 54.1 541 38.1 684 51,3 538 31,9 884 50.6 634 901n 65.8 511 97.9 {511 56,0 614 57,3 418 47.0 6U 60.0 Mo 41.1 611 41.8 433 36.6 51{ 10.6 427 32,9 514 37,3 421 27.4 514 33.0 412 23.5 514 30.4 400 20A 514 29.9 403 Q tq Z oo to 54.2 452 W.7 404 45.2 452 {7.0 040 38,7 462 40.0 303 33.9 452 06.4 384 30.1 452 32A 378 27.! 452 80.3 373 22.8 452 26.8 365 19.4 452 242 359 18.9 {52 22.8 555 ff} x fl §cD e� 0 0 -76-sin- 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28 u7.4 312 23.8 357 25.2 308 21.1 357 22.7 3113 19.0 357 20.8 299 16,0 357 18.0 203 13.8 357 10.2 267 11.9 357 15.0 263 W N M in 35.1 338 35.8 308 20.2 338 30,1 30t 25.0 338 28,1 288 21.0 338 2J.1 282 19.5 338 20.0 288 17.5 3?6 10.0 281 14.6 338 16.5 278 tt.5 338 14.9 273 i5A 338 13,6 268 LU {+j 120 in 27,7 289 28.2 283 23.5 289 23.7 250 19.6 289 20,5 256 17.3 284 18.1 252 15.4 289 S@.3 249 53,8 289 14.9 246 11.6 289 128 240 0.9 289 4t.; 238 8.7 289 10.4 232 U x ¢ O r TABLE 5B E� z 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: �s s:O AnchorCopacityTable Fib-s) ANCHOR CAP,,,,._,,) D- =Ed:q� 2.7%Comide 3,6kCme, n40trx a.lU F91e0CMU PTWOa1 1.fNN (DIu,)X� ANCHOR CAP.u, 0i13c0 MULLION AP.ARCt0176'Elco Ullmcal vq•EtcOUttracon Up2con VIVElco unxm v4'EkoUttcon vd'SSEko 61Un ccn Aggrc alor c"m c,-(Gi 111 (G5Aggcoator uncrn Aggrecatnr sclaw(c0)screw(a5) screx(os) USE THIS FORMULATO OBTAIN THE'ANCHOR 1" 24ir r z-u2' • 1' 2-11r r .2alr 2' 3-ira• r o.44• ofi4• D.wr CAPACITY REQUIRED"CORRESPONDING TO AN 1,V4• taq• ta4• 144• 2• w!4• 1-v4• t-v4• f-tr4• 'x114• 1474- 2• t-3rD• tae• vanes ACTUAL PRESSURE REQUIREMENT FOR THE _ 2 Wttrvrs 0 4.76'1afa C.C.I stamad or o&et Cop(Rg.i) 3001os 3W lex 4 Ibs aa9 fu 1614®s 27otbs 264 RA 354 2ss 740 tru 374 ro5 664104 946 rm 341 lbs 442Ibs mots OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arch:ws 491.15•L11R O.C./SlznrnN(a 015epalp(Flp 2) d0J IDs 7001bs IIIA IUA H!A IIIA 3Erf tog WA WA IIIA tVA VA 682109 88510; 1120116 CAPACITY(FROM THE TABLE)OF THE SELECTED dAlxlots @3•F.tin-O,C.t(2)26ftleC9ps l(Hg.4 7E31Ds Igo its E809>s t.'fiU lbs 16.0666 510.06 an me 177.0 760icas lie@s Btll IDS 1642 tt5 882fes 8651b6 1520 its MULLION-IT WILL YIELD A M1141MUM ANCHOR 3Amnast�0,45'6fln.o.C,/Uc6p,lnto,125'Aluro.(Ftg.4) wn IUA NA IgA IIIA H/A IUA N/A IUA 11 IUA IUA WA IVA 1oT31. CAPACITY WHICH MAY BE USED TO QUALIFY i Arctprt FCtlp(no 6j 185101 i0S 1[4 225los 4ls lro 672109 tis ws ta3 9s ITT IDs 3701Ls 187lbs 392 R8 ars tm uo tD9 221 its za9 ros ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anclnn @ 1.1Y hlirt O.Cl r--al lFl9 6k 240 ID9 350106 IIIA IUA n/A NIA too los tl/A IUA nlA IUA WA 341 m9 442100 t601bs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'RODUCI'RBV4SS0 complying%t*b the Pfor(da N1.000"�I oocp�u� ' '110 FIGURE 1: FIGURE Z: TABLE NOTES: _ iDj f�+ � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. olarni ane Pradud Control tl}1 111171 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. i FIGURE 3: a125 `�� pP1y-.:....,Mfr /ice 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. <���' v\CENSS''•t'ct`.Q i Eo: 9S HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��:• No,58705 •?�. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -500'0 D •�'(% 2: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -�• / 11 FtGURE4: FIGURES: FIGURES. ! / .YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125" STATE Or • tit • THICK.STEEL STUDS 70 BEA MINIMUM GRADE 33 AND.q45'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 3.125'X.5"MULLION %0„�'•.• a ,� �� : COR1Of;',.•'�,\�� LEAST.126'THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1•VFMULLION) -••••.• \ THE MATERIAL#10 81112 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S.S. SII ss10NAL. A.LY(JISrMI1111h 2,P.E. FL P.E.#58705 TABLE 6Ah n Multlen Capacity Table QbsBt7) " 4r Opening Width(for vertically-sparring mt/llons)orQpening tie[ght(for horizontally-sparcYng mullions) 60 in 60 In 701n 601n 901n IDD In 126 in He fn 1901. g'q ReotengBlar Trapfkdeag. RoctM9r$at TraptOtn.9. ReciangutarTraN70atsg. ftWengNar Trmp7na.g. Rectang11lar TreSJI'dang. Ractengutar Tm4Y01an9, Rcetangulm Us{Ji'4a,- Rec4ongWar TmylTita,. .Reetengrtar 7rayRdarg. �� •I x 4 x.12E Load, Load, Loadng Load q; Load, Load, Load, Loadra Loafing 4oadn0 Load.0 I Loadne Loading .Inadng Load, Loading Lo BinaMum.Tube Loafing o 4 Z w tMull on a a $ �g 2,8 s ag,a s R u7 3 v A 3 23 8 3 c3 c3 3 i3 t3 d 5 c3 3 9 9 113 113 3 t$ rg c c i3 U v N GO U) s ", s ��gi �� a b � 6$ 5 $ s k •&. s •� g T:� a� o s a.eo a # g ¢�a if I ., �� � a Baa z 421. 170.0 620 170.0 435 170,0 744 170,0 476 1 ,0 170.0 866 170.0 601 170.0 892 170.0 519 170,0 1116 170,0 521 170.0 1240 170.0f72768.9 0 1488 170,0 621 145.8 1489 170,0 521 127,6 1489 170.0 621 401. 170.0 708 170,0 624 170,0 880 170,0 684 170.0 002 170,0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 160.3 1303 '170.0 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 -1 X 80,026fn 174.0 747 t7Q.6 583 77p.0 896 110.0 831 270.0 SO{e 170.0 684 ST0.4 1185 170.0 723 150.1 5235 170.0 747 140.5 f23S 170.05 1235 R0.0 766 140.4 1235 170,0 768 87.8 1235 170.0 756 O w c� 61 In 170.0 797 110.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1166 170,0 803 137.2 1158 170.0 .937 123.5 1168 17D.09 1158 170.0 $61 88.2 1158 17010 861 77.2 1108 170.0 881 LU p 681. 170.0 805 170.0 701 166.7 1042 570.0 707 142.8 !0{2 16t.1 632 125.1 1042 146,7 815 111.2 1042 138,8 801 100.0 1042 730,2 1042 128.5 762 TLS 1042 T2-5,t T82 82,5 1042 125.1 782 4m0r U) 631. 170.0 830 170.Q 745 551.2 992 163.8 818 528.6 882 144.4 799 113.4 092 131.0 782 400.8 8B2 121.4 786 90.7 992 114.8 BB2 108.4 745 84.8 892 508.0 744 86.7 882 f06A 744 '") 661. 165.4 847 170.0 789 137.8 947 148,0 786 118.1 947 130.3 760 107.4 047 117.7 752 91.9 947 IDS.?f40028.7 947 102.2 847 95.1 713 59.1 •947 84.0 711 51.7 047 84.0 711 Z Cp S� 72-h- f35.fl 849 542.7 737 1132 849 121.0 722 97.0 649 106.9 708 84.8 848 88.4 696 75.5 849 88.7 849 82.7 676 $6.6 849 75.3 659 48.8 849 72.5 652W3324 72.4 651 S.-. W =1 701. 116.6 762 120.7 665 98.3 762 1M.6 652 82.6 762 90.0 640 722 762 BDA 628 64.2 762 74,2 762 60.2 613 48.1 762 62.8 602 41.3 762 59.9 69T59.4 685 731. 106.9 724 111.4 634 89.0 724 94.0 621 76,3 724 82.9 009 G8.8 724 74.4 689 59.4 724 68.1 724 03A 503 44.5 724- 57,3 573 .30.2 724 64.3 687 63.6 665 90 N 69.8 543 71.8 483 58.0 643 60.7 474 49.7 $43 52,9 466 43.6 543 4TJ 458 38.6 543 42.8 043 39.5 446 29,0 543 34.9 435 24,8 543 32.1 430 21.7 543 J6.7 428 z fl61n $7.3 478 68.9 427 47.6 478 49.7 419 40.9 478 43.2 412 35,8 478 30.5 406 3LB 470 34.8 478 32,0 3D5 23.9 478 28.1 368 20.6 478 26.6 360 17.9 478 24.2 3769'Z o t 90 Es SSS in 40.3 377 41.1 Sdf 33.5 377 31.8 335 28.8 377 30.0 330 26.2 377 26.6 325 22.4 377 24.0 321 Z0.1 377 22,0 317 '18.8 377 18,0 310 MA 377 17.1 304 r o iit in 37-1 357 37.$ 323 30.9 357 31.8 318 26,5 357 27.6 313 232 357 24.4 309 20.6 357 22A 305 t8S 357 -2-01739f i5-4 357 f7.4 244 x 1201. 20.3 306 28.9 219 24.5 308 25.1 274 21.0 306 21.7 270 18.3 306 19.2 287 18.3 306 17.3 263 5 V rn N 1441. 17.0 252 17.2 fee 1-- x Q TABLE 6B a z O ANCHOR CAPAC3TYADJUSTMEHTFORMULA: m Anchor Ca acll Table Abs m? soastmta: 2.7&Cawrete 3,5R . llot7osrChtU ANCHOR CAP.,,„,,,,,, FOted CMU Piwoad Moto! (DP)X11 =ANCHOR CAP.,,, &16'Elco MULLION CAP., ,,.,,, Anchor Type: 311V E140 Ulbabon 514'Ek.Ul9aca. yi6'Elco Ultrawn 114'Eko Ultracal 114•SS Elco 5710'Elco 114'S9 Elco 010 81.1 012 Steel 912Sted Anchor Clip Patterns UlU.con AmOalor Uhnnon AggreGalor Scmw(05)scww(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance(tn): t' 24/2' 1• 2.IR' 3.118• i• 2-5112• t' 2-t2• T _ 3.119' 2- 0.48' o.54- 6324• CAPACITY REQUIRED'.CORRESPONDING TO AN Emaalma3l(11): 1-314' 1.314' i-314' 1-314' 2• I.1/4' t-114' 1.114' 1414' i-i!4' 1-1/4` 2• 13/8' I.M. wdes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arahors(o/d.7S M11tn,O.C.11 StandazaaOliset Crry7(Fq.162}: 396 Lbs 390las 450145 890 ib9 t$aq bs 270 it. 289 ara 354bs r400s 37-0tbs 664Ibs 646fba 341 bs 442 lbs 500 ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anclwrs W 225-Min.O.C.11 SmMard(or Oasei)Giy(Fp,3): 700165 7pa bs saa las tom lbs 952105 WA see lbs NIA 030 ms WA 680145 WA 68z lbs .11. 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED S Anetgrs¢9 .IV ht1n.O.C.t Standard{atOSfset}Clip(Fig,d7 960 ibs 1400745 WA WA WA. N(A 760 ibs WA NIA NTA NIA. NIA 1 1383Sbs 1770145 2240 Brs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anargm @ Y Min.O.C./(2)255 An01e pips i(Fla,5);1 780 It,. 1 780 lb, I 6801bs I%0lbs 1896 bs 64D Ibs 560lbs NIA 760105 748145 880 lbs 1692lba 682165 8851bs 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 6A.a7wts93'MI0.0.0.1(2)2xSAnglo Clips I IFig,B}: 1170lbs 11LOAlM to20lhs 2340145 2644 bs 610 Ibs 649145 NLA ki4alhe- 1122Ibs 1320 ibs '2038lba 7D22ias 13271as 1660 So ADDITIONALANGHOR OPTIONS FROM THE 4An0hOrs@ AY1,16t.O.C.1 U-UIP,Into.125-Alum.(Fig.7y NIA WA WA WA NIA ' WA WA WA WA WA WA WA WA NIA 74301bs ANCHOR CAPACITY TABLE, ERODUCTREV13ED 2An:txus @2.25'Min.O.GI Ft1tp(Fig,By 350 Lbs 3S0las 260 las IUD Ias 4IUb5 WA 280IDs WA 315W WA 4401bs WA 34kma 442103 560 ibs acotsspSyIng%tar thep7or(da agnctw,s 1.15'hlln.0.01 F-Clly(Fig,9); 460145 70 0 Ibs WA WA WA NIA 3801bs WA NIA WA WA WA B821bs B651bo 11201bs BUBdtg$Oode NOTE:EOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESAS THE STANDARD CLIP. -..� 1,000' r,_. A4•.eptmle6No (j 7 Pale LANIV TABLE NOTES: BY FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: � - 4IBMI S Product Control • • • ♦ • • • • m 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 1111 t 11117 77 • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. *11 • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE.• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000' No.56705 :r TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURES: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - - ' • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGS 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLEDrATE •. .ry S CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW FL ORIDf;". ♦ • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL 8E 8083-T5 AND BEA MINIMUM OF-125'THICKSTEEL .125'STU EA MNIMUM GRADE 33 AND,045-THCK(8 GAUGE.STRUCTURAL STEEL TO BEAT L ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. ANDD 36.ALL AHCIHORS!TO ME AL SHALL EXTEIND AIT LEAST 3)SCREW THREADS BEYOND THE MATERNAL.#101&K Ery` #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S,S, i'Xd'X.725' A.LYNN MILV9R,P.E. MULLION FL P.E#58705 TABLE TAH Mullion Ca aot Table Ib6(R2 119 RJR Opening Width(forvertlcalty-aparclingmltlioro)orOponingHaight(for horigorto*Opondm3midpons) 60 In 801. 70 In BO 1. 00 In lobi. 12014 NO In 1601n p 1X4 X.376 Recla.gulu RaptTdang. R"ImOLIsr T1aprld"Ol. Rest-OW., TwIldanO. Rett rew Trap.Tdang. Reetanod" TsnpTdery. )tcetanprtar Trep'Tdnng, R-W golae MWIc[oag• Reetan9ds7 TroprntaIt Rootanguier TiopR ian9.Cating Loadna LOadng Loading Looting LoadnO LosdnO taadIng Loafing Loading Looting Ldng Loading Loading Ladna Loading LcadnO LondngPX Alum.Tubo 66 &«T« z p r a r r r r x- p r a a r r r a r a r r a a r r rd ? r r _ u a s zr7 s 6 a � $ A g g a� ap� a $ g gLc� e xa Mullion . g�. '. if^ u 113 N a is 8 a 3 G a a a L� is d a a d a G 111 s s Is 7i s s s s r3 & 8. s 7S. a 4 § g , N '-gym 4214 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 621 170.0 1983 '170.0 621 IL 481n 170.0 700 170.0 624 170.0 850 170.0 684 170.0 071 170.0 030 170.0 1133 170.0 66f 170.0 1276 770.0 677 170.0 1417 470.0 660 170.0 1700 170.0 GBO 170.0 1983 170.0 680 151.0 2024 170.0 680 J 50.0251. 570.0 747 170.0 663 170.0 890 170.0 031 170.0 1040 t?0.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 VOA 1491 110.0 766 170.0 1103 170.0 766 166.0 late 170.0 768 136.6 1819 170.0 750 IY N CO) .'76 64 In 170.0 797 170.0 612 170.0 956 170.0 891 170.0 1116 170.0-754 170.0 1276 170.0 803 170.0 1434 170,0 837 170.0 1694 170.0 656 169.9 1799 170.0 881 137,1 1799 170.0 061 120.0 1789 170,0 861 w m 60 in 170.0 885 t7O.0 701 170.0 1063 170.0 707 170.0 1240 Ira.; 878 170.0 1477 170.0 944 170.0 1694 170,0 998 165.5 1519 170.0 1033 129.6 tate 170.0 1063 1114 late 170.0 1003 87.2 tate 170.0 1063 6314 170.0 930 170.0 745 170.0 1718 170.0 850 170.0 1302 170.0 040 1704 1448 170.0 tOtS 166.? 1642 170.0 1076 147.0 7642 170.0 fln UT.6 5642 568.6 1168 100.7 1642 167.9 1167 88.7 7642 ifiL9 1157 J 6814 110.0 974 170.0 789 170,0 1169 170.0 903 170.0 1364 170.0 1002 160.8 1472 170.0 1086 142.8 7472 168.8 1148 128.6 1472 158.8 1130 107.1 .14)2 1428 1108 91.8 1472 146.0 7104 80.3 1472 148.0 1104 jj]E� 170.0 IcM 170.0 878 170.0 1276 170.0 1009 1504 1320 166.2 1107 132.0 11320 149.9 1092 1117.3 1320 13?.8 IOU 105.8 1320 128.6 1049 86.0 1320 117.0 1024 75.4 1320 11246 1013 86,0 1320 112.5 lOt2 IIw 170.0 1122 170.0 037 149.6 1184 169A 1013 126.2 1184 139.0 004 112.2 1184 125.7 07B 99.7 1104 115.3 964 Oall 1184 107.5 952 74.6 1184 97.8 935 64,1 1164 93.1 927 50.1 1184 92.3 925 = U)So 4� rcz J b 166.1 1124 170.0 987 138.4 1124 147.0 055 110.9 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 1039 810 83.0 1124 98.5 9D8 C9,2 1124 88.0 890 59.3 1124 84.3 881 51.9 1124 632 878 4- ..J +- .,- 108.1 844 111.6 750 90.1 644 94.3 730 77.2 844 82.1 724 67.6 844 73.3 7t2 60.1 844 80.6 702 54.0 044 61.4 693 45.0 844 542 are 38.0 644 60.0 688 33.8 044 47.7 662 Q - N Z pp O B9.1 742 91.5 663 742 742 77.2 652 63.8 742 67.2 641 65.7 742 69.6 631 49.5 742 64.1 622 44.5 742 40.8 614 37.1 M2 43.0 600 31.0 742 39.0 590 27.8 742 37.6 684 F' U)u „d0 a3 t- 62.6 588 63.9 630 52.1 666 63.8 62t 44.7 556 46.6 513 39.1 586 4tA -505 34.8 588 37.3 498 31.3 666 34.2 492 20.11 586 29.0 48t 22.3 S86 20.0 472 18.5 586 24.7 466 M +� 67-6 555 50.8 603 48.0 655 49.6 495 45.2 6% 42.9 487 36.0 555 38.0 480 32.0 555 34.2 473 28.@ 555 31.3 467 24.0 555 27.1 457 20.6 655 24.3 448 taO 555 22.4 442 W XX �`.. 475 66.4 133 38.0 475 39.0 426 32.8 476 33.7 420 28.5 475 29.8 414 25,3 476 26.a 409 22.8 476 24.6 404 19.0 475 21.1 396 18.3 475 18.7 307 14.3 475 17.2 38I X 26.{ 330 26.7 305 '12.0 330 22.4 301 10.0 330 19.3 207 16.6 330 11.0 203 d=r Z >(� TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA* - a o, Anchor Capacity Table Its u ANCHOR CAP„„�,,,,r �^�@-3 su0simte: 2.7X Coaoieto 3.5L Cato, NalowcMU fiGed Chill pi Wood fitetai (DP,)X� �=ANCHOR CAP-,,, K 5118'Eko 1W 6S Eko 6116'Elco 114'88 Eko Puts g72 Stent 1'1251ed MULLION CAP., ,,, AncMrType: '3/18'Elco UlVocon 114"Eko UiVacm 3'18'Elco UIVocon 114"Eko UlVacan Anchor Clip Patterns UlVacon A9gm aalur IAlmeo. ApgreGslot Scrow(05)samw(05) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distwo M): I' 244 r 1 2-111' 31118• 1" 2-17r 1' 2.17r r 3.116• 2• 0,48' 0,64' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN .1 8or 1.314' 1-V4' 1-314' 1.314' 2' 1-174• 1-114" 1.174• S4A' 1-114' 1-114" 2" 11310' 1'37e, Cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2 hnchora g 4.75'MIn.O.C.151erMtrd aO8se1 Ciip(Fia. 2). 390 390!07 390 ms d'A lbs 890 lbs 1844 msF111A 280 09 35416, 740169 374 ttx 6(44 ib9 946 las 317 lbs 442104 5601us OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AncIMrs4d2.2Y1,11n.o.0.l SWndatd(a crook)C91)TTQ.3): Toe lbs 7001bs 580lbs 1410lbs 952 Ns560140 WA 630 Ibs WA 880lbs WA 6621ba e861ba 112014, CAPACITY(FROM THE TABLE)OF THE SELECTED OAncfm 491.WMin.OA18tonford(o0OW)Cip(FAr 0907, 74001W WA WA WA76016. WA WA WA WA WA 1303@s 1770lb. 2240 ibsMULLION.IT WILL YIELDAMNIMUM ANCHOR 4 Anchors®3"IIIm O.C.1(2)2x5 An0�»Caps I(Flo.Or 780 Ns 7001bs 680 lbs 15601bs 1896(bs 560lbs WA 760 ms 7491M e80lbo 1692lbs 6821bs 8851bs 1120lbs CAPACITY WHICH MAY BE USED TO QUALIFY BArxtwrs�3•Mim O.C.1(2)245Angi.Ulps I ftT Or it70lbs 11701bs 102016, 2340lbs 284416. 810lbs WA 11401bs tt221bs 132016, 20381s 4022 to 5327IM lose Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 4 A.F4 ®OAS•Min.O.C.1 U421p,In10,12VAIUm.(Fig.7): WA WA WA WA WA WA WA WAWA WA NIA 14301bs ANCHOR CAPACITY TABLE. RODUCTRRVISED 2 Anchors tS 2.26'Mh.O.CI F4,7Ip(Fe.87 350lbs 35006, 29010, 705165 Ole Its280Ibs WA 31516, NIA 440106 WA 341f6s 442105 554 ins s,cuwwng wAb4 Anchors @91.11*MN.O.W F,01,(FIg.O): 480Ibs 7001ba WA WA WA380Ib, WA WA WA WA N/A 06216, 80616, 1120 IM 40[Yd1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --•� 1.062' r"- --j 1.000' TABLE NOTES: `4iaml T)ade Product COng� FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1171111111! • _ • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • • • ♦ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 000, .. SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL 4 4.000' 58705 RESTRICTIONS "Tt 110. SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS, `- FIGURES: FIGURED: FIGURE 7: --O 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •, 1'��[�$ (D • • • • • • GROUT-FILLED CONCRETE BLOCK THE(CMU)SHALL CONFORM.5 ASTM D•90.WOOD SHALL 8E ;0 S:TATE F IIT: • • • • PRESSURE-TREATED YELLOW SOUTHERN FINE WITH AN SO OF OSS.ALUMINUM SHALL BE i��`•'FCORIOP,.' '�'�� 6063-16 AND BEA MINIMUM OF,126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33ANO.045' ,375 ,376• THICK 18 STRUCTURAL STEEL CHORS ANGLE CLIP(FIGURES b&6)MUST BE USED IN PAIRS. INTO MIETAL SHAD EXTEND AT LEAST 3 SCREW THREADS BEAT IBEYOND IT E MATERIAND A36. IAL..#10 1'X4•X.375•-T 1'X4'X-375-T A.1-'BMW "P. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. "T'-MULLION MULLION A.LYN�} .#5870 P.E. FL P.E.#58705 TABLE 8A Mullion Capacity Table Ib9f0) OpeningWld1h(fofvar9cal -spar" ntullons)or Opening Haight(for horizpriely-spenrdrg mllioos) �o� a 601. 601n 701n 601. e0 1n f od In 1201. 1401. 1601n m 2 O 1.26"X Rmlangular 7rapRdang. Red mpular TrO"ang. Rectangular Trapil'Ong. Rectangular 7teprMang. Recten9War RaprIll Reclenouter Trop Meng. Pectan9uiv Trepl7dang. Reetenguler Trapralang. Rectengulm Traplidmg. oo w Loafing LoadnO Loafing Loading Loafing Loadn9 Le.dng Idadng Lnadnp Loafing Lwcgrg Loafing Loadriv Londnp Loafing Loading Loadna Loading oz i 3.188"x .266"Alum € ',. .. € >^ �' €,. F §,. ,. .s = x z• �• F F F .� F Tube Mull a 1 11 1 a�, ag s -1 �a �� �� �g Iq � a n 1 ag 1 a I � li �� � �g � B �� a a a a a� a a� a a ^ a �� a a a a 9 a a a a� a a as � aE ai 6� .Q� b � h� �cE s� €� _€ h a 8� b. §� �� k& cg § se s�,g0° w rcQKIr: O 421. 170.0 620 170.0 415 170.0 744 170.0 478 110.0 860 170.0 506 170.0 992 170.0 618 170.0 1118 170.0 521 170,0 1240 110.0 621 170.0 1488 170,0 621 170.0 1735 170.0 621 151.6 1769 170.0 521 J W 40 In 170.0 708 170.0 624 170.0 850 170.0 58{ 170.0 092 170.0 63D 170.0 1131 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 MA8 170.0 680 116.1 1648 170.0 680 j S , 50.6251. 170.0 747 170.0 651 170.0 896 170.0 631 170.0 1018 170.0 684 170.0 1103 170.0 723 170.0 1345 170.0 747 107.0 1468 170.0 769 1]9.2 1166 170.0 766 119.3 1468 170.0 766 10.4 1468 170.0 766 - Ld C3 rO 0 LLI o O 54 in 170.0 797 170.0 612 170,0 058 170.0 691 170.0 1116 170,0 756 170.0 1276 170.0 SOS 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 881 1D4.8 1376 170.0 861 91.7 1376 170.0 601 m O F M 601n 170.0 885 170.0 701 170.0 1063 170,0 797 158.0 1158 170.0 878 11§.- 68 167.4 gag 123.6 1158 156.8 919 111.2 1158 150.0 012 92.7 1158 144,8 805 78.4 1158 fA.e 805 69.5 1158 114.8 905 1--. W J 631. 170.0 gag 170.0 745 160.1 1D51 170,0 050 137.2 1051 155.9 662 120,1 1051 142A 845 108.7 1051 132.3 837 06.1 HIM 125.7 830 80.1 1051 119.6 822 66.6 1051 118.1 821 60.0 1051 118.1 821 g U) {, 66 to 187.1 957 170.0 769 139.3 957 151.6 005 119.4 857 134.0 79D 104.4 957 121.6 777 92,6 857 112.6 767 83.6 -857 106.6 759 69.6 957 100.0 750 69.7 057 98.9 748 52,2 957 08.9 748 ZJJ z a, ten 721. 128.7 804 135.2 698 107.3 804 115.2 68{ 81.9 804 101.3 671 BOA 801 91.4 660 71.6 604 84.1 650 94.4 804 78.8 643 53.6 804 72.3 633 46.0 eO4 69.9 629 40.2 804 69.8 628 W J = @ `O ¢Z 701. 109.4 722 114.4 630 01.2 722 97.2 618 78.2 722 85,3 See 68.4 722 76.7 696 00.8 722 70.3 688 64.7 722 65.5 580 45.8 722 69.5 670 30.1 722 68.7 663 34.2 772 562 664 JQ 1., n 781n 101.2 685 105.6 600 64.4 685 69.0 588 72.3 685 78.5 577 63.3 685-1 70.5 656 55.2 685 84.5 560 50.6 685 60.1 553 42.2 685 64.3 663 30.2 885 61.4 5J7 31.8 665 60.7 538 z. N r Q CA p 901. 65.9 515 68.0 457 54.9 515 57.5 4{9 47.1 515 50.1 441 41.2 575 44.7 43{ 38.8 615 40.6 428 31.0 515 37.4 422 21.5 515 31.1 413 23.5 515 30.5 407 20.6 1515 29.1 404 Q )( z 14 961. 64.3 <5] 65.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24.5 380 17.0 451 22.9 356 •O �i W 80 8 108 In 38.1 358 39.0 123 31.8 358 32.8 318 27.2 358 28.4 313 23.8 358 252 308 21.2 358 22.7 304 18.1 358 20.8 300 15.9 158 18.0 293 W 111 in 35.1 138 35.8 306 29.3 330 30.1 301 25.1 338 26.1 297 22.0 338 233 293 19.5 336 20.9 289 17.6 338 19.1 285 D' X U) � 1201. 27.8 290 28.] 264 23.2 180 2J.8 260 19.9 290 20.6 256 17.4 290 183 261 f6.d 280 18A 249 V N Q O d7 1441. .18.1 201 16.3 186 _ $� Z g1'S.U) TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: - m M Tr AnchorCB ecl Table(lbs) ANCHOR CAP.,-,-N o a�a'� SU[4lrafe'. 2.71t Cortnde 3,6t Calc. Hollow Cllu Fl5e1CMU Pl-Wom IMal (D ve)X( )=ANCHOR CAP... d16•EicO 1/A•SSEka 6116-Elco IWSSEk. 010siad 012SIee1 012SIoel MULLIONCAP.,,,,,,- AnchorClipPattomo Mcha Tips: YIS'Elco Ulirecm 114'Ek.Uttmcon Unra"' 91�EIco llilmcal 11d'EkoUOmcan AMeGA0 Ullydcon Aggre3o'e, smw(G5)screw(G5) screv(05) USE THIS FORMULA TO OBTAIN THE 'ANCHOR - Edge ustarce gn) 1• 2.112' 1' 2-112' 3-118' t' 2.112' T 2-1/2' T 3A/8" 21 '0.48• 0.54• 0.124• CAPACITY REQUIRED'CORRESPONDING TO AN Embed»e t 06 tar41 1314• MIA 4' 2' 1-114' 1-114• 1-114- 1-1/4- 1414• 1414'' 2' 1-318' 138' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AMMM@4.7SI4iBO.C./Slandard"OMel Glptng.l): 390 IDD 390 lbs iM 1664 Ib3 270lbs 280 iW 3511bs 7401bs 374 lbs 664 lea 046 Its, 341 bs 442 Its :bolas OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arches Q 1.115 Nin O.C.I5Wd ld(a OIKeI)Glp(Flg.2J' 4D]bs 700109 NIA IIIA 380 tee NIA TVA N/A ILIA IVA 682105 885 ms 11201os CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArsMrs@3•taln.O.G.!(2)205Angle Cllpsl(Flq Jl leo lbs leo lt0 ile 'tam IDS 5+01bs ow ba HIA 760 it. 743 bs Boole, 7692M 0921D3 OBS ms 11.'O IOo MULCI0N.I7 WILL YIELD A MINIMUM ANCHOR 4 ArcMrs®0.45-MIn.O.C./Uoop,Inic.125•Nun n.47 IIIA IVA tIJA NIA tun II/A IUA NIA IVA IVA IIIA IVA 1431 im CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArcMf/FLBp(P&5} 185105 trd Ibe 1b3 822Irs 135103 140 RB 177Ibs 370100 187165ADDITIONAL ANCHOR OP710NS FROM THE 1.1L'I.IIn O.0/FCB g.6' 240105 3501ts ,IIIA IIM 1901Rs tllA IVA IIIA IUA IUA 317 ibs dd211B E601M ANCHOR CAPACITY TABLE. PRODUCTRBV158D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, m Ildlugwi YtnD whh IDe L'lorfde DunVWc*do Aaaryllanco 140 FIGURE 1: FIGURE 2: TABLE NOTES: F--7.250•-1 F�pN; n/DSee �b gl, t • . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Niaml ade Product Conlrnl ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �\\>�N,( LYNAf 41lef FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188' .��•''''LCENSF CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 285„ Z7 ' No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - - FIGURE 4: FIGURE 5: F G R 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE r *- -A, 5063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND I �O�'•, S Al .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST A25 THICK AND A30.ALL 1.25'X 3.188"X.265'MULLION %(� '•.;O,�OR..... > A ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.7/4'VF MULLION)'X .•L. a: 1{10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.t-MNIj�r&Ek2 P.E. FL P.E.#58705 TABLE 13A Mallipn CA Ap Table eflf Oponing WIdIIh(tor tsnically-sP9nnhg millions)or opening Height(tor hodm7Xaly spasrirg mailom) 6610 6010 7o N Bo l0 90 In 10.10 1201n 140 b 1601. Recienlfiter Twpry'deag- Rectangular Tiapfidang. Reelongela7 Ttap?dmtg. RocWngalar Trovildmg. Rectae tar Tr p y Loadang. Rgcim>ni; TtLmr.nag. Romdinttm Yte7+remo- Rooading Traeading. Reoaling Treptrdang. �c; 2X6X,26 Loadrg Loading Loafing Leading Loafing Loedn9 L08dnD Leading Imdirp7 Loadrg LoadnB � Loaa7nD Loafing Loedn9 Loading Leading Lo.6np LadnG o$ Alum.Tubo L• D F 2r TH L•- �• 2• T 2: L• 1; y p L• ,, .p,• D L• y o $ Mullion A � a a^. �� a �,., a'. -0 a.-, v... a a a,..., a a.., a a � asA' s g s� 9 a� 3 a� 3 - aa� ae a 3 �b Lo N6 t. 6 15 6� g$ 6 x• 6 6• 6� �• 6 6 p &� $ `� � toi� D � � oy� G to36 '3 •Si arc T6 d`> s dna a �� �� s� a� aas �� is �e �� $-� ,x� X13 x Z r w 4210 170.0 Bm 170.0 435 170.0 744 170.0 478 170.0 608 170.0 608 170.0 092 170.0 610 170.0 1116 170.0 521 170,0 1240 170,0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1883 170,0 521' Q 46 In 1708 TOB 170.0 624 110,0 850 170.0 564 170.0 002 170.0 630 170.0 1133 170.0 661 170,0 1275 170.0 877 170.0 1;17 170.0 080 170.0 1700 170.0 680 170.0 t983 170.0 680 170A 2267 170.0 680 W 50,625 to 170.0 747 170.0 563 t7O.0 806 170.0 831 170.8 1046 170.0 684 170,0 1195 170.0 723 170,0 1345 170.0 747 170.0 f494 270,0 766 170,0 1783 170.0 758 176.0 2092 170,0 758 170.0 7391 170.0 756 = S 54 In 170.0 797 170.0 612 17DA 8516 VO4 801 170,0 to 1118 170.0 751 170.0 1275 1708 803 170.0 1434 170- 837 170.0 1594 '170.0 ass 170.0 1013 170.6 961 170.0 2231 170.0 861 170X 2550 170,0 861 W OON 170.0 885 170.0 702 170.0 1083 170,0 797 170,0 124(1 170.0 078 1708 5417 170.0 044 170,0 1594 t70,0 090 170.0 1771 ,170,0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1063 170.0 2833 170.0 1063 j M (D N 170.0 030 170.0 745 170.0 1118 1740 850 170.0 2302 170.0 040 170.9 2485 170.0 1015 170.0 1673 170.o 1076 170,0 1858 t7o.01122 1708 2231 1740 1769 570.9 2603 170.0 7171 1700 2078 1704 1171 F- SO J 10 170.0 974 170.0 189 170.0 1189 170.9 803 770.0 1384 170.0 1002 170.0 1558 170.0 1068 770.0 1753 170,0 1155 170,0 1948 170,0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1260 170.0 3117 170,0 1288 S72N 170.0 1063 170,0 878 170.0 i?75 1)0.0 1009 170.0 1408 178,0 1126 170.0 1700 178.0 1?28 170.0 2813 170.0 1315 170- 2126 170.0 1307 1)0.0 2550 1)6.0 1, 170.0 2075 170.0 1620 170.0 3400 270.0 1530 z U 7810 1740 1122 170.0 937 17Q.0 1340 170.9 1880 170.0 1570 t70.O 1249 170.0, 1784 170,0 1322 170,0 2019 170.0 1421 170.0 2243 1740 1505 170.0 2092 170.0 1629 170.0 3144 170.0 1694 170,0 3588 170.0 1705 LU �j a9 u 1Z 741. 170.0 1151 770.0 967 170.0 1301 170.9 N118 170.0 1817 170.0 1280 170.0 1842 170.0 1389 170.0 2072 1708 117{ 170.0 2342 170.0 1584 170.0 2787 170.0 1700 170.0 3223 170,0 1777 170.0 3683 170.0 1798 OR in 170.0 1328 170.0 ttdd 170.0 1581 570.0 1328 178.8 1659 170.0 1488 1708 2125 570.0 16,13 S70.D 2391 570.0 1703 170,0 Me 170,0 1018 170.0 3188 ST8,0 2125 150.0 3413 1740 2273 536.5 3413 170,0 2381 Q � Z N O 9010 170.0 1417 170.9 1232 170,0 1700 470.0 1434 170.0 19@3 1708 1622 170.0 087 170.0 1791 1708 2550 770.0 1852 11Q.0 2833 170.0 2095 100.0 3199 47x.0 2338 137.1 3108 168.0 2470 120.0 3188 758.E 2426 < W p °?O m<- In 170.0 1684 170.0 1409 170.0 1013*1W 2231 170.0 1870 170.0 2550 170.0 2078 104.8 2781 170,0 2271 148.3 2761 1618 2333 123.0 2781 140.4 2281 105.8 2781 125- n34 02,7 2781 116.0 2190 N q o !11 to 570.0 5038 170.0 1454 1788 7088 7183 178.0 1932 770.0 2822 174.0 2249 %Ll 2032 182.3 n4S iJ6.8 2832 148.4 2216 ttJ.8 2032 128.4 2106 87.8 2832 115,1 2128 85,4 2632 506.3 m96 X 12010 170.0 1771 170.0 1588 170.0 2125 2252 159.8 1991135.1 2252 141.4 IOU 120.1 2252 127.2 1838 4DBA 2252 118.1 1915 9D-1 052 99.8 1872 77.2 22514410 125.1 1681 128.8 1445 104.3 1584 7564 91.5 1407 78,2 1584 80.7 7390 60.5 1 1581 72.3 1373 62,6 1584 85,7 1358 52.1 1584 56.0 1330 44] 1564 49.2 1305 39.1 1566 44.4 1283 U Q > BLE 13B w Anchor Ca ach Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: Zm� 8ubstmte: 27k Cona,.I. 3.5k caro, Rott°xChtu ANCHOR CAP.,,,,,,,,,- FOiad CMU P7 Woad At.iat (00,)X1 }ANCHOR CAP.,,, O N ��'•'7 'WI6'E1ao tl4'SS Eko 5116-E1eo VV Be Elco OW steel A112 Steel ate sled MULLION CAP.,,._ Aneh4r Clip Patterns Arolmr Type: 3/1G Eko ulOaeon u+•Emo unresan taaaeen 3'10'EIc0 U18acon 114'Ek•UNaeM AggreGater Ult-on } { AggreG6lor serosvtas serew GS} swew(GS) USE THIS FORMULA 70 OBTAIN 7HE'ANCHOR Edge[Alen=.(in): I' 2.112' i' 2-12' 31187 r 2nm r 2-la' r 3418• 2- 0.46• 9.54' 4324• CAPACITY REQUIRED'CORRESPONDING TO AN EmSr<5nent 1107 1.314` 1.314` t-374' i-31d' 2' i-itd- 1 -1 t4• t-tt+' i-114• 5-it4' 5-114• 2- 1.318' tate• tales ACTUAL PRESSURE REQUIREMENT FOR THE YAmho•sd4.15'Min,q.c.tslandatd Of 0MOIC11P(Fig.182): 3901W 3941651 45OIW 670168 1644 us zro lW 2801W 3M lbs 740 Ins37416. 884Ws _ o481bs 341 Ins 44216 50o IW OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anth-4y4rWMb,O,C,7$1.nd rd{agmep CCF 4Fq.3}: 7a01W 78016- 9001W MOM$ 3232 ibs 640 o, 56olba toe fe- t4801W 74916c 5272 Ws 1802 t5a 682 ms 8851W 11201651 CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchors 195,71'MN.O.C,ISSan+/md(or Offset)Clip(Fb.4)'. i180IW 14001W Tom ms 255151lea WA WA 9401W WA 100SIbs WA WA WA 13031651 n7o1W 224D ins MULLION.IT WILL YIELOAMINIMUM ANCHOR 4 Anc7xNa@3'MIn.0.Q7(2)2-5 Angfa Oips I(Fig.5): 7801bs 780lbs 6801bs I%Dlbs 1898Ws 540 lbs 560lbs WA 7601W 149168 Noun, R2 In 6821W 885)bs 112012!, CAPACITY WHICH MAY BE USED TO QUALIFY B Anchots{r03•lite.2,C.1(2)2x5 Angie 1! 11 B): 15601651 15M[be 13Wto. 3tmIW 3782 res 10801bs riga ms WA 15-20 I498tW 176D tW 37841W 136316. 5)70Ws 2240 Its ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors Q 1.5'Min,O.C.t(2)2x5 An01a["',(Fig,7): IBM lbs 21001h 14401b, 3780Ibs WA WA 1320 to WA 15001be WA WA WA 20451bs 265410, 33601bs ANCHOR CAPACITY TABLE. ROLDUCFRBYISED 4 Ambom 99 1.34-Min.O.C.t U471p,Int.,12WNote.(Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301W to Ing wAh the F7a3do 81 n=hoo @ 0.64•AI1n.O.C./UCSIP,Inlo,125'Alum.(Fla,0): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2861 to, finding 2 Anabua 4.88•taa.O.Ct F-Grip(Fig,t0Y 393 Ws 398 1651 4501651 89410, t818Ins 270 1651 2801Ds 354�s 7401051 37d lbs 838154 946 bs 3d1 1551 dd2 1651 We lbs 7"'-'2.000'--{ 4axpfinto 140 .LS 4Anohors 1,71•MIn.O,CIF Cfw(FIe•11): 5001651 TOO IDs 6051651 129816, WA WA 470Ibs WA 5331651 WA ,WA WA 6821W 8851W 11201W RDeto NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •250• % TABLE NOTES: Pr `dland Dade oduq Control FIGURE is FIGURE 2: FIGURE 3: FIGURE 4: FIGURES,. FIGURE 9:FIGURE10: flGURE 11: • + + • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • s • •• LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1....•;1(ttc 1�i� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�y�,•''�ACENS[- '•,'f • • •• • &000' 2'.' -•.rt�� • • • • ♦ •` .. • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ FIGURE 5: FIGURE 0: FIGURE 7: SHE 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ CL [Y- ANGLE {<s•U'•• t 101 ° • • • • • • ° 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ''}'� SATE Fr. ` • • ♦ • (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM.C-90.WOOD SHALL BE PRESSURE-TREATED C> t • • ° MUS YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063•T6 AND BEA MINIMUM OF.125• '�'r�'''FLORit?�':•'``C?'` MUST BE THICK.STEEL STUDS 70 BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE STRUCTURAL STEEL TO r�1`s L\0 • • • • • • • • USE.IN BE AT LEAST.126'THICK AND 838.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW )7 S1O�r�i tttt PAIRS' 2'X51 X.N A.L Fl- IL5£R,P.S. • THREADS BEYOND THE MATERIAL.1110 8 tF12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. MULLION FL P.E.#58705 TABLE 14A A ' Mullion Capacity Table Ibslltt }r� Opening Width(ferwitically-spanring mutons)or Opening Height(for hold 'nlely-sparring mullions) 501. 60 In 701. BO In 80 In 1001n 1211 In 1401n 1601n RO fteolatgular llap'Tdare. Iteclargular irapllliang. Rectareutar Trapitlarg. Reclargl0an Traprmarg. Rectangular TrapRiarg. Rectangular Traprrdarg. Rectangular Trapfm.oa. Recran9ular TmpTdarg. Roclon9ular Traprtdang. 5 T2 w 1.26"x 2.11' Leading Loadlrg Loading L..ding Lnading Inadug Loafing Loading Loadlrg L-600 Loading Loading Lazing Loading Loading Loading Loading Loading n= i u x.126"Alum ) d Tube Mull a A a- 4 >3 421n 144.2 526 167.0 428 120.2 526 140 419 103.0 526 138.9 414 00.1 526 134.8 411 60.1 526 134.1 411 721 526 !134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 OJ W 481. 96.8 403 108.0 333 '80.5 403 04.7 325 69.0 403 88.4 320 60.4 403 81.4 317 63.7 403 79.1 316 48.3 403 786 314' 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.0 314 J = 60.0251. 623 2 81.0 301 68.6 362 79.3 294 686 362 71.9 289 61.6 362 67.2 288 467 362 64.8 284 41.2 362 :63.6 283 34.3 382 63.5 283 20.4 362 fi36 283 25.7 362 63.5 283 0 30 54 In 67.8 318 74.1 267 686 318 64.2 261 46.6 316 57.7 256 424 310 63.6 263 37.7 318 50.8 260 33.0 318 49.6 249 283 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 240 m CD O M 0 601n 49.5 258 63.1 219 41.2 258 45.7 214 35.3 268 40.7 210 30.9 258 37.2 207 27.6 258 34.9 204 24.7 -258 IM4 203 20.6 258 32.2 201 17.7 250 322 201 MG 250 322 201 H U 40 J LU 63 In 42.7 234 45.8 200 35.6 234 39.1 195 30.5 234 34.7 192 28.7 234 31.6 189 217 234 29.4 1116 21.4 234 280 164 17.0 234 28.6 103 15.3 234 28.5 103 13A 234 0.5 1U3 � a � .'e G8 01 37.2 213 39.4 183 31.0 213 33.7 179 28.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.8 213 23.7 169 15.5 273 22.2 16T 13.3 213 220 160 11.0 213 22.0 106 Z U i m 721. F28131 179 30.1 155 2J.9 179 25.8 152 20.4 178 22.6 149 77.9 17820.3 147 15.9 179 18.7 145 2 C x1W7fi In 161 25.4 740 20.3 181 21.8 137 17.4 181 19.0 135 15.2 iG 17.0 133 JQ781. 152 23.6 133 1B.8 152 19.9 131 181 162 17.6 128 H r Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z AnchorCepacityTable 0b6) ANCHORCAP. . _ ~ X a vo 0 S1D41ralC. 2.7kCmcRle 3.17:C-. f101fow Cl.IU F19MCMU PTWood I.tc/al (Df,,,)X( ANCHOR CAP.,,, �y o' ni `MULLION CAP.,,,,,,,.•s 6716•Eko 1/A'6S 6kti 6118'Eko 114'SS Eke.VcI Slcer 012 Sleel 912 SIM W N _ Areho,TYM 3116 =03 g4'Elco0-o0 3116•Ekou0rawn L-111-ull-an USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchOrClip Patterns UBrxm A9greGalar OIUa60n AggeGator Screw(G5)Screx(G5) ScreW(G5) of X NT FOR THE MEY Y Edg,Distance(In): t• 2-12' 1• 2-72^ 3-va' r 2-12' 7• 2-1n• 0.48' 0.51• 6.324• CAPACITY REQUIRED'CORRESPONDING TO AN F - O 8 (A N Em0E811e,t MY 1.1'4' 1314' 1314' 1314' 2' 1-1I4' 1.114' 1.1/4' 1-114' 1-114' 1-U4' 2' 1-3'8' 13/8' vxks ACTUAL PRESSURE REQUIREU Q 4Arch0Is®3.6lin.O.C./ 2c5Arglealp6l(Ffg.1Y 780IDS 7601D5 6801D6. 15W los 1Wfi lo3 640 N3 3601Ds WA 760105 7481Os 1180109 1CO21o6 68210s 685 A6 1430 3. OPENING,WHEN IT IS LOWER THAN THE MULLION Q O Z U N CAPACITY(FROM THE TABLE)OF THE SELECTED S 'of O MULLION.IT WILL YIELD A MINIMUM ANCHOR '� CAPACITY WHICH MAY BE USED TO QUALIFY v ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I--1,266'--1 cool'iit wilh the Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I p�} g _ wilding cock O Q oc4ptanc9 No � . .2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 Eyp ).De FIGURE 1: I r ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. - 4c 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2116• Miami crJo Pradu4t Cslnlrol FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I \1111 I I I I I I)7j ANGLE CLIP MUST BE USED IN PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED IL .125' .... CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED \ �O' •�/� 44 T :Q�.' L\CENSE'•. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125'MULLION )t:• NO.50705 LEAST-125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ = THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. = t ATE Of�.S �S�ONAL ''f 11 1111,,,, A.LYNN MILLER,P.E. FL P.E.1158705 TABLE 4A � NO MN f ' Mullloti Capacity Table 1661117 �NNhn Opening Width(for vertically-spervirg mullions)or Opening Haight(for harizortaty-spar4-irg minions) 501n 60 In 70 in 80 in 991n f001n 120 in Hein 1801n � �• 0 1 X 276 X Rectangular Aapiniang. -R.,tanjular TropRdmg. Rectangular Trapl-fdang, ROclanguler .TrepTdang. Rectangular P. .0. Reclangdar 7rap1rdang, Roclangular T rilang. RacEmNar Trap'il.ng. Rectangular Traprfdang. Loading Loafing Loafing Loafing Loafing Loafing 4oadng Loafing Loadaag Loafing Loadng Loafing Loedrg Loadng Loafing Loadng Loadng Loafing o� V 650 Atum. Tube .1u' � x D a" a is �' a i• z^ t• .• ai-, a a a Z' F ar- a.. a r ,.. tt Mullion B .. B G a ., a u B B G S.B Y3 N m t:� .�� k� � x h� � �$ & $� �� �� �& �� .off 6� g� b_e °� �& 5� h s`� t- a� � � Z d`a 5: $ s� a s'.a. $rc s� gid. a s'�. d`a g� 3� d" so $& �� d`rc sem. d` Hca O T2 In 170.0 820 170.0 435 179,0 744 170.8 478 170.0 Stili 170.0 508 170.0 egg 170.0 519 (70.0 1118 170.0 521 178.0 1240 170.0 521 1700 1488 170.0 621 16-3.7 1820 170.0 621 138.8 18M 170.0 521 J W 481. 170.0 708 170.0 624 170.0 650 170.0 584 170,0 992 170.. 830 170,0 1133 170.0 681 170.0 1275 170.0 677 1700 1417 170.0 860 141.7 1417 170.0 000 121.5 1417 1700 OBD 100.3 1417 170.0 680 60.6257. 170.0 747 170.0 503 170.0 898 170,0 631 170,0 1040 170.0 684 170.0 1195 170.0 723 182.6 1286 170.0 747 148.3 1286 170.0 758 12LO 1266 170.0 756 101.5 1288 170.0 758 CIA 1200 170.0 750LU 0 a o' 541. 170. 797 170. 612 170. 958, 170.0 601 17CO Sits 170.0 764 150.7 1130 170.0 803 133.8 1130 170.0 877 t20.8 1130 170.0 856 108.5 1130 170.0 881 88.1 1130 170.0 861 75.3 1130 1700 85t m M Q co J BON 170.0 665 170.0 701 148.5 915 102.3 761 125.5 915 H/.5 748 108.9 915 132.3 735 87.8 015 127.9 720 B7.0 Olb 118.6 720 732 015 114.4 715 02.8 615 114.4 715 64.9 815 114.4 715 {t} {{ pin 161.6 630 161.9 710 128.5 830 136.9 604 108,6 630 123.2 661 04.0 830 112,2 670 84.4 830 104.0 602 75.0 830 99.4 650 ,03.3 830 04.5 049 64.2 830 04.1 649 47.4 830 04.1 049 (� TR = W d m .0681 732.1 767 140.0 859 110.0 757 119.8 830 84.3 757 105.0 024 02.5 767 00.1 614 73.4 767 89,1 BOs 418.0 757 e42 000 65.0 767 78.0 593 47,2 767 78.2 691 ,41.3 757 78.2 591 Z D.x 8 c j 72 In 101.7 838 106.8 652 64.8 636 91.0 540 72,7 030 SDJ 530 03.8 638 72.2 521 50.5 836 60.5 514 50.0 838 62.3 508 424 638 572 500 36.3 036 55.3 497 31.8 830 65.2 497 Z) -J 761n 60.6 $71 ODA 498 72.1 571 788 468 '61-r. 571 67.4 470 U,1 571 00.6 471 48.0 571 55.5 464 43.2 571 51,8 450 36.0 571 47.0 451 30.9 571 44.8 447 27.0 1 571 44.5 1 440 Q C r N 7810 50,0 $42 83.4 474 88.7 542 708 465 57.1 542 82.1 458 SOA Sd2 55.7 449 44.4 542 $1.4 442 49A 542 47S 437 33.3 $42 429 429 208 542 40.6 425 25.0 642 40.1 423 Z o d N 90 hr $2.1 407 1 63.7 381 43.4 4D7 45A 355 37.2 407 39.0 340 32,6 401 36,3 343 28.9 407 32.1 338 '28.0 407 20.0 334 21.7 407 26.1 327 18.6 407 24.t 322 ICA 407 23.0 310 � � Z Z5 061. 42.9 356 44,1 320 35.0 356 37.2 314 307 350 32,4 369 20,8 356 28.6 304 23.8 368 201 300 21.6 358 24.0 206 17.0 350 21.0 289 15.3 358 10.2 284 USO s� X 8 8 1031. 30.1 283 30.8 256 25.1 283 23.0 251 21.5 283 22.5 247 18.8 283 109 244 10.7 263 180 240 15.1 263 16.5 237 !11 t� 111 In 27.6 287 28,3 242 23.1287 23.8 238 18.8 2W 206 235 11.3 2671-18.3 1 231 15A 267 t0-.51-228 � N rq 1Yr7 123 in 22.0 229 22.3 709 18.3 229 18.8 285 15.7 220 182 202 Q X 4 O Q TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: z mp s:0 Andhor Capacity Table Ib8 ANCHOR CAP.,,,,,,,, !Y s� SubsSlate: 2.71 Coxrato 3,5k Omo- H.H.Wa1U Filed CMU PT Wood Metal (OR,,)X( �)=ANCHOR GAP.,. 6f16'Eko 114•SSEko VIVEleo 114•SSEk* 81081eel 01244=leeileei MULLONCAP_,AnchorClip PattemS nnchorTypa: 3 1G Elco UlUacon 11A'EkoUllrocon Ugreeon Y,e'Elco Ul9ocon 114'Eka UlOecm ApomG01a tmmcon Aggretialm Sew.v(05)Saen(65) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Ustanco pn): 1• 2-trz• 1• zarz' 3•ve• r zarr 1• z-Irr z• 3•tro' 2• 0.40• o. z4' CAPACITY REQUIRED'CORRESPONDING TO AN Fnr.WnenlOn): lar4' faro• 1-314" taro' 2' t-1N' 1-V4• 1-114' 1-1N' 1-114• I-im- 2' fare' tades ACTUAL PRESSURE REQUIREMENT FORTHE 2Ankm@4,75-&(N.O.G7S,nndwdor03etap(Fig.1): 390(bs 390 rbs 4'.016, 64511, 184416, 210 ids 290 ms 35a ro: 7a9lns 3741bs 66416s 946 ros sal rus 44Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors 6,•15.tAln.O.C./Standard(a Ogse)C5p gig.2): 4631tx 70016% NIA WA WA WA US!M WA WA WA WA WA 662W 88016$ CAPACITY(FROM THE TABLE)OF THE SELECTED 4A.h-@ 3•Mio.O.C,f(2)2r5Angfa fps I tg.3r 7801b0 78016$ S4.Ns 1560lb. 1896 ibs 518 the 5w Ihs WA 7801as 748f68 SWISS 1892lbs 6826, 880 PA MULLION.IT WILL YIELD A MINIMUM ANCHOR 2ArohaoQ0,45•Mh.O.C.IU-Olp,tnt..12VAlum.(Flg-4): WA WA WA WA WA WA NIA NIA WA WA A NM wnIDS CAPACITY WHICH MAY BE USED TO QUALIFY t AnctwffFMp(Ffg-3j: Is$in 19610, 275Ids 445Im 822160 13515% 140100 a7J @s 3706, 187 tbo 33275% d73los 1766, 22t6sADDITIONAL ANCHOR OPTIONS FROM THE 2MWon 011.15-616.o.c.l F-MP(Fig.e>: 2401bs 35015, ran WA WA WA 19016% wn wn wn wn wA 3111es 4a ,.0, AN CHORCAPACITYTABLE. RODUL'r REV/SED NOTE:FOR T14E OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, eomp)ythe whIn the Florid. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ulldleg ibde KCPtmtt`o No FIGURE 1: FIGURE2: TABLE NOTES: --) 1 000" �•"- f on etc f� e 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. , SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. dlaml ado P.0 w COntro�l'"1 \1111tH fill, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i FIGURE 3: 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.760" Y` �.' JCENSR ''�F9 i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ti 74-.• •••,�,r. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL DE PRESSURE-TREATED �s FIGURE 4: FIGURES., FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' - 5 ATE O' </•/� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18GAUGE..STRUCTURAL STEEL TO BEAT T•'•, �` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t•X 275'X.650'MULLION SS'«ti. '�C9�\� --� --� THE MATERIAL.010 ANCHORS INTO WOOD MAYBE STEEL.16-6 S.S.OR 410 S.S. A,LYNNIMILLER,P.E. FL P.E.#58705 i TABLE 16A Mullion CApRolty Table IbeRt2 °S 7, q Oponing In((orver5caily-syiatrina mUlion)or Oponing Height(for horizorttetiy-sparring mtgiora) SO in 00 in 70111 80 in 801. 70oln 1201n 1401. 1601. m• o RectanNI. Trap Tdetg. Reeten 1w Trapridang. Reetangula Trap'TdwW- Rectangular Rap'rdeng. Rectangular Trap7don0, Reota.gN4r TIspfrdang. Reclangul. TraO.roma. floc{8.9481 4ap7do�, RaaiaV4e7 Traprlid 3,26"46 Loadin0 Lo9dn9 L. g Loafing Loading L..dng Loafing Lwdng Loafing Lo.d�a Loafing Loafing L-Fd q Loadn9 LoadnO LOadn9 Loadn9 LoOdn a'o a oz 2 v DEG.AL v .. •c A a A` :�' r a x• 0.' BAY MULLE�."Tili-ii�i , g� � g �y� � � g� i� '�� �� ��3 3 d3 tR ct` 3t v c3 3 v •3 y t3 t3 cY tY t°3 ti c3 t3 t3 0 tS a c3 t3 a Nco ados'o da sa �.� a ��� n� s'_a I- 421n 174.9 829 770.9 d35 110.0 744 170.0 478 i7Q0 868 170.6 508 110,0 092 170.9 510 774.0 HIS 170.0 521 170.0•1240 f70.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180,3 1671 170.4 521 O (JJ 48In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 982 170.0 030 170,0 1133 170.0 661 170.0 1278 170.0 677 170.0 1417 X170.0 060 103.7 1037 170.0 680 140.3 1837 170,0 080 122.8 1817 170.0 680 W 64.821 i. 170.0 747 170.0 563 770.0 898 770,0 831 170.0 1046 170.4 881 170.0 If85 170.0 723 170.0 73{$ 110,0 747 770,0 i49d '170.0 756 747.1 1552 f70.0 756 128.1 1552 77x,0 75Q 110.4 1552 170.9 750 b '9 b° 541. 110.0 707 170,0 612 170.0 950 170.0 691 170,0 1116 170.0 764 170.0 1275 170.0 603 170.0 1434 170.0 637 155.2 1455 170.0 850 129.3 3455 170.0 861 110,8 1455 170.0 861 07.0 1455 110.0 861 qWj CD Q 60 49 In 1 0.0 885 170.0 791 170,0 1003 170,0 707 170.0 1240 170.0 878 Ib7.1 1309 170,0 844 139.7 1J09 17p.0 988 125.7 1309 103.5 994 704.8 1309 157.1 082 89,8 1390 157,1 902 78.6 1309 157.1 982 co aJ t. 174,0 038 170.0 745 170.0 fi46 170.0 660 1&2.9 1247 170.0 948 Sd2.5 1247 764.5 983 128.7 1247 452,6 fl65 St Lo 1247 t;4.3 952 95.0 12Q 138.2 938 8t.i t2;7 135,7 BJ5 75.3 1247 135.7 835 W rs 00 In 170.0 874 170,0 768 170.0 1149 170,0 803 140.4 1190 103,7 005 129.8 1180 147.0 045 115.4 1180 136.6 028 103.0 1100 128A 914 68.8 1100 119.5 898 74.2 1190 116.1 893 64.0 Iloo 11&1 893 Z U) m721. 151.611010 168.8 877 134.7 1010 144.8 859 115.4 1010 127.2 862 IOi.e 1010 174.7 828 89.8 t010 f0A8 017 80.8. 1010 98.8 007 07.3 1010 00.6 705 57.7 1010 87.8 790 60,5 1010 s ,7eB J w 7010 137.4 008 143.6 192 154,5 906 122.0 775 96.1 906 107.1 781 85.8 908 98,2 749 78.3 908 88.2 738 80.7 008 823 729 57.3 008 T4.J 710 49.f 898 71.2 714 42.9 000 70.8 709 aZ .� 781. 127.1 881 132.5 754 105.8 891 112.5 738 90,0 eel 98.8 725 79.4 981 88.5 713 70.0 861 81.0 7D3 03.0 881 75.4 884 63.0 eat 08.1 681 45.4 881 84.6 US 39,7 861 63.7 872 T' Q r ~ Q _Q 6 p F- 001- 82.7 648 85.4 574 89.0 848 72.1 564 59.1 843 82.0 554 51.7 648 58.1 545 46.0 840 50.0 537 41.4 848 47,0 630 34.5 818 4f.6 519 29.5 648 38.2 511 25.0 648 36.5 507 (f] Z N 00 In 68.2 588 70.1 646 6&8 886 6&1 449 40.7 566 StA 491 42.6 568 45.8 483 -T7 79 668 41.4 478 34,1 568 38.f 470 28.4 568 33.4 454 24.3 566 30.5 452 21,3 588 28.7 447 uj W -co 7051. 47.9 448 40.8 493 39.6 449 412 300 34.2 440 35.7 393 20.9 449 31.7 397 20.6 449 20.0 302 23,0 NO -To.1 377 20.0 449 22,7 308 17.1 449 204 301 1510 440 10,8 350 W coc iti 07 14.1 425 4iA 385 38.6 425 37.0 378 31,5 426 32.8 373 27.8 425 20.1 387 Z4.6 "125 26,2 382 22.1 d15 2{,0 158 f0.d 425 20.7 359 15.0 {25 78.8 343 Q` W Y Y (n In 120 to 34.8 384 35.5 SJS 28.1 384 29.8 328 245 364 26.8 321 2L1 364 22.8 357 18.4 384 20,5 313 17.5 384 lB.T 399E441 ¢ ¢ Q 1441. 20.2 253 29.4 233 18.8 253 17.1 230 4. Z�� TABLE 16B s p W ANCHOR CAPACITY ADJUSTMENT FORMULA: m� hnchor Ga ael Table(lbs) ANCHOR CAp-„w,,,, a v3 ss�ir'7 Substm(e: 2.7kCo .t0 3.5kroo, ItOMcmU Filed CMU PT Wood 1.{e141 (DP_)Xt }=ANCHORCAP.,xo A.stwtTypo: 37t�Eko lll(r000n f14•Etco Ulu_ `5116'Eko ,3756"Eko Ultrncon itd•Eero t.Uacm �ApgmGOW "SS Eko rJi6'E1o6 1/4'55 Etco NSO SIeeI gl25tee! 912 Sted MULLION CAR„w,_ Anchor G)tp Ratiem0 St)ireco. tnimeon Apgn Golot sanw iGa)screw(Gs) scram(G5y USE THIS FORMULA TO OBTAIN THE'ANCHOR 1' 2.12• 1• 2.1/2' aIW r 2-ir2• 1• 2.772• 2• 3118• 2• 0.48• 9.x• 9.324• CAPACITY REQUIRED°CORRESPONDING TO AN EmSeamrnt 9n): s-3rd• 1.818• t-3rd- 3.314• r 7-u4" i-tta• f-v4• 7-v+• 1-714• t-tr4• 2• I-air /ara• .des ACTUAL PRESSURE REQUIREMENT FOR THE 2 Awhile@6'Mlo.G,C./(2)95-Angio Clips r(Fig,1): 3001be 300 IW450Lbs 690 Ibe 1700lbs 270 lbs I 2ao lbs 354IW 1 740 IE 37A Iba 720 lb. 946106 341•3 4421bs 5601ba OPENING,WHEN IT IS LOWER THAN THE MULLION d Anchors @ 35•Mtn,0,0.t rn24sAn9:0 Cops t(F;3.2): 760105 780 ihs 750103 7874lbs 2525 Ds 510lbs 560 n WA 7120163 749 t6s a801b3 1892 ibs 682 F. 8851bs 7120 @s CAPACITY(FROM THE TABLE)OF THE SELECTED B Amhara B9 2.71 Mia D.C./(2)2v5 Angb pipA!(Flp,3): 11201b9 1120Ib9 ase lbs 22401b5 225410, WA 0401h3 NIA 10591bs WA 13201bs WA 7-022-1b3 -T327-ibs 16801bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. a•mwplyingtvil171he Fl9rtde TABLE NOTES: B4ittiitt8^.cd9/� /1 Aacpirm�v MO /��ft✓ i QaD9t9. !L•c�3,ty • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, t T SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- By A4iam1 5d0 Yiedutt Casrtd FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1177 7 I r X717 • • r RESTRICTIONS ONS,SEE SHEETS 21-23. HONLES TOB BEULLION AND DRILLED NHE FIELD FOLLOWING DIMENSIONAL ULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT SIHOWN ON SHEETS 21-23. 125• 45, �� �,o1a�!..:..... FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ti F;.•'410ENSg •,•xQ 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 3,260 A No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PIN E,WITH AN SQ OF 0,55.ALUMINUM SHALL BE 5063-TS AND BE A MINIMUM OF-125' 4.•L z`C.� THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.043 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45'BAY LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION :Qom`•. STATc • THE MATERIAL.1110&412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 B.S. •., L ORIDP.•'` •�•: FS -....... ,Ch ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. 7/775%NP- A.LY FI UIILLER.P.E. FL P.E.#58705 TABLE 9Ar Mullion Capacity Table Ibeftl7) Oponlna Width(forvarticsly-spanning muMons)or Opanln0 Holghl(forhodzontaly-spar%91gm161om) 4 Xaa so In 60 in 701. 801n BO in iDOin 1201. Main 1601n Ractnnpdet Tm7lydeng. Recta tar Tmprd.ng. Radtongul., Tmpm Rtttangakt Ra D 1.21.%321. "S° ng• p'Rkng. Reola.gatar Ttap7datg. Al..9a7.7 TI..'Iden9. Racl.fgN.r Toprfda.9. Rxta.pdat Tr.p�ian9. R447onow TreFYrderg. 4Y %.100 Lldl" Loadog I.M02 Loading Loa,4g gLeadrg Laadng Loading Loafing Loadng Loedng Loading Loadng Loafing Loading LoadN L-Innng. T$�Laadng ox 2 w Alum.Tub. � � � �� ` t{ �' T�2 zN.Z 42k 1700 620 170.0 A35 170.0 744 170.0 470 170.0 868 170.0 608 170.0992 170.0 519 170.0 1116 170.0 521 1633 1118 170.0 52t 127.7 1118 170.0 521 109.5 1118 170.4 1118 114.0 521 481. 174.0 708 170.0 52d f7Q8 870 t70Q 585 567.8 878 170.0 ti3P Fd6l 878 170.0 d6/ i}0.; 918 170.0 617 St73 978 ITOA 680 97.8 978 770.0 680 83.8 878 iTflA 878 110.0 180 J50.0251n 1700 141 170.0 $63 170.0 696 170.0 631 150.7 927 170.0 684 131.9 927 1604 103 117.2 927 159.1 �699 1055 927 t68.3 696 07.9 927 158.3 695 75.4 1127 166.3 027 1583 695____54 In 170.0 787 270.0 612 154.5 889 770.0 695 132.5 869 153.9 663 SI5,9 No 741.8 669 103.0 869 134.0 .694 02.7 064 128.8 BN 77.3 869 120.8 652 60.2 869 128,8 880 128.8 652 111 0o 0 69 h 143.2 748 153.8 034 119.4 746 132.3 620 102.3 748 117.8 600 80.5 748 107.8 699 70.8 746 101.0 692 71.6 746 98.6 587 69.7 748 913 683 61.2 746 93.3 693 44.8 740 93.3 583 m _ � CO 63 to 123.7 877 1320 579 103.1 677 113.2 566 68.4 677 100.4 655 77.3 077 91,4 548 68.7 877 85.2 639 61.9 677 01.0 534 51.6 877 77.0 529 44.2 677 78.7 520 38.7 677 78.7 628 I•- � J w 60h 107.8 617 114A 630 59.7 617 97.8 519 78.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72.6 494 63.8 617 SSI 489 44.8 SIT 84.4 493 38d 611 63.7 482 338 611 63,7 482 LU 72 In 82.0 618 87.1 450 B9.1 518 74.2 440 592 618 65.2 432 51.8 518 685 425 40.1 518 54.2 419 41A 610 50.7. 414 14.6 SIB 48.6 408 28.8 SIB 45.0 405 26.8 519 15.0 405 �_ w 0 is 76&1 705 465 73.7 406 58.7 465 62.6 198 50,3 Ass 54.9 390 44.1 405 40.4 `164 392 US 45,3 318 35.2 465 42.2 374 20.4 ASS 30.3 367 25.2 465 38.5 384 22.0 495 30.2 363 '5 78% W t 781. 66.2 MI 60.0 387 64.3 441 67.7 378 <C.B Alt 50.0 372 40.0 d/t ASA 166 36.7 AA1 41.6 380 32.8 441 387 356 Z7.? 441 3l9 349 23.3 441 31.1 318 20.d 101 32.7 345 6 mZ 80 h 42.4 J32 43.0 285 15.4 332 37.0 289 30.3 372 32.3 2a1 28,6 332 28.8 280 2J.8' 332 20.1 270 212 33x 21.1 272 17.7 ]32 71.3 268 16.2 332 19,6 762 13.3 332 18.7 260 0 O_ Sam 35.0 281 15.9 284 C29.1291 W3 268 25.0 28{ 20.4 262 21.9 291 23.6 248 19.4 291 21.3 244 17.6 281 IS.$ 241 14.0 201 17.1 238 12.6 201 16.6 232 z ¢ 0)10817 24.6 230 26.1 208 21.1 205 17.5 230 183 20118A 230 16.2 188 1xZrn �1.r tiifn22.8218 23,1197 t8.d 18d tS2 216 168 191 td.t 218 14.8 188 1201n 17.9 187 18.2 170 153 187 W M ax corn Q O O TABLE 8B ar Z 0.0 Anchor Ca achy Table lbs ANCHOR CAPACITY ADJUSTMENT FORMULA: 5abstml0: 2.iK CAtlecetP 3S%Ca». Hotta GiU Filled ChtU 7'T Waod Aletai (ANCHOR GAP.,-,•„ '' ur n'3 (DP_)X\ )=ANCHOR CAP.,",. 5118' Ell t/4.58 Elco 5/18'Elco 1/4"SS Elao MO Steel 812 Steel 812med \MULLION CAP.,,w.,,,,, Anchor Clip PANOtAO Ai7C7gr Typo: 3116'Ell UIUaeon 114*Ell UIOacOn UNaOon 3'16'Elco Ulaacon 1f4•EIco UlaaCm ANMOnta U(Uawn AggeGator Sone7(GS)&mw(G5) Sc-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge D(41.nco On): P 2.112• 1' 2-11Y 3418• I' 2.112" 1' 2.172• 2' .3.1/0" 2• (1.48- 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN rn,Wmenl M): 1-3'4' 1.3/4' 1.3x4' 1-314' 2' 1.114' WIS. 1.114• . 1.1/4' 1-114' 1-114• 2• fare• 1-38• Lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anc..@4.75-MIA.O.C./SlaW6Md 55ROlp(Fla.1}: 390 Ib. '300(0. 460 IN 890165 164410. 270 TM 280 Its 354 lbs 740 F. 37416s 6641be 94611.. 34110. 442 its 56a Lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1,15'Alin.O.C./Standard lot Oftel)(Sip(Fig.2): 4801 W 70D Ib, WA WA NIA WA 380 Ilan WA N/A WA WA WA 682 w 8861bs 1120 an CAPACITY(FROM THE TABLE)OF THE SELECTED 4A.I.-Q3'MIn.O.C./(2)bSAnIe C8pa/(Fig.4 700 lb. 7w:b3 sea tbn iscolb- less 1b. .540 r. we w_ WA 76o P. 74816. see it. 1802 Ib0 682@. ass Ib. 1120 ib. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors Q 0.54'10.O.C./U-01p,Into.100'Alwn.(Fig.d): WA WA NIA WA NIA NfA WA WA N/A WA WA WA WA WA 9501b3 CAPACITY WHICH MAY BE USED TO QUALIFY I Anch.IFAS(p(Fig.5}: 195 Lbs 195 ids 22511.. 445 Me 62211.. 135 ON 14010. /77ft 3703. 10711.. 332[as 4737bs 17076. 2211b3 280143 ADDITIONAL ANCHOR OPTIONS FROM THE 2 An0has @ 1.15"AUn.O.C.1 F4SID(Fig.BY 240 Its 3501bs WA WA NIA WA 1W tb9 WA NIA WA WA WA 341 ibs 442lbs 560Its ANCHOR CAPACITY TABLE. 11ODUCTRB@S$D ana(l��1h4Aforida caD1637wNo ��- Z� FIGURE 1: FIGURE 2: TABLE NOTES: t211* or1D Q • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION `'fla 1 ado produd�Couirol ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ui1)il! FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ``` �414"{ L1ThV,S��1lF��� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE 3. A-AGENSC''•. .ln SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS I • IS * CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. )L 140.68706 BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE B: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100" BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1ATEb�- w� i . 6063-T5 AND BEA MINIMUM 017.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND V %X14.045-THICK(18 AND A36.ALL .... ..... G e ANCHORS INTO MET L)SHALL EXTEND AT LEAST 3 SCREW THREADS BL STEEL TO BE AT LFAST.125- EYOND NND THEM MATERIAL. 1.26"MU`L66�,100' ',;SS��I,.A� ® - #106,012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S-OR 410 S.S. A.LYNN MIL1I!t P•E. FL P.E.#58705 TABLE10A a nqg Mulllon Capacity Table pbellP) Oponing Wdth(forwilically-spanning mull(ors)arOponing Haight(forhodzoriallyspanNrcJ mullions) r`ao4' Q LOF 6D in 701. BO In Bain 10014 120E 140 in i 160 in F�F�ii'd caV ZE p Rectangular TropTrlang. Rectangular TapRdang. Reclan9uler DapTe.q. Rectangular TOpTdoe' Reclangulat Taprldang. Reltergular Trap?dan9. Racta.9ular _r2i.co. R.dwoofar Tray11dang. Reetangdar T,epTrleng. 4 1.26 X 326 u Loading Leading Loading Lading loading Loafing Loading Loading loading leadnp La, Lo4ding Loading Loafing Loading loading Loading Loading sZ g v X.624 Alum.Tube .' ,. -U.. .9 .9 .� .F .F� .ac N u Mulllon Ma �€ �€ ?e 5 g sa s �� o L o a ? a �e o� �€ o g a v v 3 v `g u ,i u v v v o v o v vE o v o� v u a c vo m ^' 2'� w 5•'u a 5� •e r9' r e 5� 5•P �� k$ •5'u `f"i $ �`'S,• Sb a .�'S'u y �� '_' Xa• z `_ O f- 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 148B 170.0 621 170.0 1735 170.0 621 170.0 1983 170.0 .521 J W 48 in 170.0 703 170.0 624 170.0 350 170 n 684 170.0 992 170.0 630 170.0 1133 170.0 661 170,0 1275 170.0 677 170.0 141T 170.8 680 170.0 1700 1T0.0 6BD 169.7 1979 170.0 680 146.5 1979 110.0 680 'J = 50.626 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 1110.0 1195 170.0 123 170.0 1345 170.0 747 170-0 1494 170.0 756 170.0 1793 170.6 768 1526 1877 170.0 766 133.6 1877 170.0 756 o 0 54 in 170.0 797 170.0 612 170.0 356 110.0 491 170.0 111G 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 037 170.0 1594 170.0 856 156.4 1769 170.0 661 134.1 1769 170.0 Bel 117.7 7769 170.0 861 CO p 0 fig In 170.0 085 170.0 701 170.0 1063 fTO.0 797 170.0 1240 170.0 876 170.0 1417 170.0 944 161-1 1511 170.0 996 115.0 1511 170.0. tell 120.0 1511 170.0 1063 107.8 1511 170.0 1063 90.G 1511 170.0 1063 f='• co [p J 631n 170.0 930 170.0 745 170.0 1116 170.0 050 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 126.3 1370 164.0 1002 104.4 1370 155.9 1072 89.6 1370 ISS] 1070 78.3 1370 165.3 1070 d m 6614 170.0 974 Me 769 170.0 1169 170.0 S03 155.6 1248 170.0 1002 1362 12•IB 158.6 1013 121.1 1240 147.1 1000 108.9 1248 139.0 �969 90.0 1248 130.4 978 77.8 1248 129.0 97S 68.1 Me 119.0 976 Z (n i m � J 72 in 167.8 1049 14G.7400 8 139.9 1D49 150.2 892 119.9 1019 132.1 876 1049 1049 119.1 860 93.2 1049 109.7 848 83.9 10,9 102.7 838 69.9 1049 96.3 825 69.9 1049 91.2 820M114191,1 91.1 820 0 76 in 142.7 941 2 118.9 971 126.8 805 101.9 471 111.2 791 89.2 941 100.0 171 79.3 911 91.7 766 71.4 911 85.6 767 69.5 941 77.6 iJ4 51.0 •941 74.0 731 73.3 736 Jca z 78 in 131.0 894 7 110.0 894 116.9 767 94.3 694 102.4 763 82.5 894 91.9 740 73.3 694 04.1 730 66.0 694 70.3 721 55.0 894 70.7 707 47-1 894 67.0 701 ' 66.1 698 Q r 9014 85.9 671 6 71.6 671 74.9 585 61A 671 65.3 615 63.7 671 68.2 666 47.7 671 62.9 658 43.0 671 48.8 551 35.8 671 73.1 6)9 30.7 671 39.7 631 37.9 626 Z tto96F 70.8 590 7 69.0 690 67.4 510 50.6 690 b3.d 509 14.7 590 47.5 602 39.3 590 47.0 493 75.4 590 39.6 4BB 29.6 690 31.7 477 25.3 590 71.6 469 29.0 <61 Q X..Z aofODin 49.7 46C i 4fA 466 12.8 714 75.6 466 37.1 JOB 31.1 466 31.9 402 77.6 466 28.7 786 2.1.9 466 27.1 791 70.7 166 2].6 787 17.8 466 21.2 775 19.6 ]70 3 �NJilin 45.0 441 0 70.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 782 26.4 - 271 -376 22.9 441 24.9' 372 19.1 441 21.6 367 16.4 441 193 356 17.8 3S1 W co 1201n 36.3 370 4 30.2 378 31.0 339 25.9 378 26.9 3]d 127 77A 27.7 329 10.1 370 21.7 775 VIA 370 19.5 321 15.1 378 16.7 314 Lo Wt. 21.0 262 2 17.5 262 17.8 239 15.0 262 16.3 R38 l) N Q 47 O a r z..4nA roTABLE108ANCHOR CAPACITY ADJUSTMENT FORMULA: --5 Q.AnchorCepaclty Table(lbb) ,ANCHOR CAP.,K,,,,,, Su[6I210'. 2:/k Con[RAe 3.5kCm[. Iftllatr Q,IU FIOe0 C6tU PT Waal IAdal (DF;,,)Xt )=ANCHORCAP.,,. F61167Elco Vd'SS Etc r/18'Elco 114'58 O[0 I1108fed V12SIMI pf25Ice1 MULLONAP ,AnehorCllp Patleme An[nOr Type 3'16'EIco UXra[a1 11A'EkoUlln[on516'EI[o URfxm 1/4•El[OUnm[0n AO76OIYorUXracm AgOR:Galor Scnox(cs)scrtw(a5) Screx(cs] USE THIS FORMULA TO OB7AW THE'ANCHOR EdW U5tance On) 1' 2412• P 2-t/2• 1• 2-V2• 1' 2-v2' 2' 3-178'• 2' 0.48• 0.54• 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN l 194' talo" 13/4' 194' 1-U4' 1-114• 1414' 1-V4• 7.114' 1414' T 1.318• 198' vales ACTUAL PRESSURE REQUIREMENT FOR.THE 2An[hOrs Q6.7B1.1100.0.1 SlargarO of Ousel COp(Fig1)' 3yl lbs 390106 4501Ds 80010; 270Its 28010; &M lbs 740 Ras 374lbs 661!be 9461W 011105 4428E ffi01b6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchasg 1.J5'L11rt 0.0/SlmOaN gr IX6el)C!Ip(Flg.2) 480 IDs 7031b7 0/A IUA N/q 380100 N!A WA NIA IUA IUA 602Ibs e&4 ibs 11Zl IDs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ancwo g3'IAin.O.C./(2)DtGAtgk CBps!(ITg.O) 7Wlbs 70D ibs 600 IbS 76WLM 510lbs GW Im IUA. 760105 7481Ds 880100 18MIts 6821bs 895 roe 1120Itc MULLION.'IT WILL YIELDA MINIMUM ANCHOR I UCIp,1410.100-Alum.(Fg.4)'. IIIA tVA WA IUA IRA IUA IIIA IUA IUA IBA IUA 7UA IVA 950106 CAPACITY WHICH MAY BE USED TO QUALIFY 1ArCIpnlFCfiplRg.b): iB'.,IDs 1�IM 2251Ds 41510; 135105 too las 177 ro5 370 Its 18710s 332IIs 473118 170 ros 221115 280lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 A4CI1M @ 1.1S'7dln O.CJ FC6 g,67 260 IDS 3'01Da IIIA ILIA IUA IIIA 193IOs NfA IUA NIA tllA IUA 311 ros 44216; :60105 ANCHOR CAPACITY TABLE. PRODUCT REVISED trgtlying 1vhb the Placid ugding Cbdc No 5101 ccep7mlw N FIGURE 1: FIGURE2: TABLE NOTES: 1.260" 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION i�^- g Product � ON LOADING-SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 17111111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. \`\���ON� LYNN dli�711, i FIGURE3: r \,10ENSF '•,F.fa ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. Q' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Fo 0 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �1 r• No.58705 '}I BE USED IN PAIRS. 4)SUBSTRATES'CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ^-D GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-SO.WOOD SHALL4• - •':� 2'q 'S 11i FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE p^ STATE OF • • 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,C� 'P •'• \� .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL 'i`SS........... CORIDP;. EX ••'•••• G p e e ANCHORS INTO METAL SHALL TEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 3.25-X.624" "I77j�O�t AU 1�" N1D&!N2 ANCHORS INTO WOOD MAYBE STEEL,18-88.8.011 410 S.S. MULUON A.LYN 4IM111t R,P.E. • FL P.EA 58705 TABLE 11A ° Ovp2l N Mullion Capacity Table pbeM7) 'T+7dn Oponing Wd81(for vorticafly-sponaing mullions)orOponing Haight(forhorizorte spanni mullions) IGO 60 in 601. lain BO In 90 in 100 in 120 in 1405. 160 In O 1260.94 Reclangular Trap riang. Rectangular Lapfrr.q. Rtclangl. TupTdarg. Recla.9ular TrapTdang. Rtclangular Trap/116mg. Roclangmer TraptMg. Rectangular Trap/Ti 0. Ractengvrer Traprrrieng. RetlaNOw Tmprliaeg. o err Laadin LoadN La. Laadn Losdin Loadin L.adin Loadi L.adi L.adin L.69, Lmdin Load' wdina Ltadln Ln.dag L-i.O Loading oY g 0 %.824 9 8 n9 9 9 g g ng n9 9 9 g aa0 9 >, Alum.Tub O a .& .& .5 .g,. .�' � 5". it, .i9 E .E .uF,. � 'u, .uF... .>^ .t•� .F .g P k• •� E sn LL Mullion a �€ a� w s€ o "s� a x� u oa s e �a s sg o s� � sE s s� s e� s a A :i s a R u o u v o t7 u u E u u 09 ng •'e �, oe o E m oe u _- d F' `e `"f o u`g .s to g'� ms`s 2e .�`' F•3 �t "e >* '� In rc W r 14 4 �. Q li) 42 in 170.0 629 170.0 435 170.0 744 170.0 478 170.0 868 170.0 SCS 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1(119 170.0 521 170.0 1735 170.0 521 170.0 1933 110.0 521 _I W 481. 170.0 709 170.0 624 170.0 850 170.0 SM 170.0 992 170.0 630 170.0 1133 170.0 667 VDD 1276 170.0 677 110.0 1417 170.0 600 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2257 170.0 680 � _ 50.6251n 170.0 747 170.0 663 170.0 895 170.0 631 170.0 1016 170.0 684 170A 1195 170.0 727 170.0 1346 170.0 747 170.0 1491 170A, 766 170.0 1793 170.0 766 170.0 2092 1700 756 170.0 2397 170.0 766 2 aV' 54 In 170.0 797 170.0 812 170.0 956 170.0 691 110.0 1116 170.0 754 170.0 1275 170.0 007 170.0 1434 170.0 837 170.0 1591 170.0 856 170.0 1913 170.0 661 170.0 2231 170.0 861 160.2 2403 170.0 661 O OWI o F 60 in 110.0 665 170.0 701 170.0 1063 110.0 797 170.0 1240 170.0 076 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1171 170.0 1033 170.0 2126 170.0 1063 IJU 2163 170.0 1063 129.8 2163 110.0 1063 :D U (O J 631n 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 110.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1959 170.0 1122 156.9 2060 110.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 Ul 661. 170.0 974 170.0 7119 170.0 1169 170.0 907 170.0 1767 170.0 1002 170.0 1558 170.0 1086 170.0 1763 170.0 1165_ 170.0 1918 170.0 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1286 101.2 1966 170.0 1286 m 72 In 170.0 1063 170.0 878 170.0 1276 170.0 1009 170.0 14A8 170.0 1126 170.0 1700 170.0 1228 154.1 17J4 170.0 1316 138.7 1731 1698 1786 .115.6 1734 155.9 1761 99.1 1734 160.4 1352 86.7 1737 150.2 1352 o ]filo 170.0 1122 170.0 937 170.0 174fi 170.0 1080 168.5 1556 170.0 1209 1d7A 1556 165.2 1285 131.1 1556 751.6 126fi 111.9 1556 161.3. 1261 98.7 1556 128.J 1229 61.2 1556 1223 1219 7J.T 1656 121.2 1216 W J U �Z O 78 in 170.0 1151 170.0 967 170.0 1381 110.0 1116 155.9 1417 169.3 1246 136.4 1411 152.0 1224 121.2 1477 139.1 1206 109.1 1477 '129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1158 68.2 1177 109.3 1154 Q �• d' g 90 in 142.0 1110 146.5 986 I18A 1110 123.9 968 101.6 1110 101.9 951 88.8 1110 96.3 93G 76.9 11111 BT.5 922 71.0 1110 00.7 910 69.2 1110 71.3 891 60.7 1110 66.6 878 44.4 1110 62.7 870 Z 0`1 ¢ N o 86 in 117.0 975 120.7 872 97.5 976 101.5 85G 07.6 976 003 052 73.2 976 78.5 829. 66.0 976 71.2 1117 Sfl6 976 66A 807 48.8 976 67A 789 41.8 976 523 776 36.6 975 49.3 167 fQ-. x�Z 1001. 022 771 04.0 696 60.5 771 70.7 G85L58.7 771 61.3 6M 61A 771 54.3 664 46.7 771 49.0 666 41.1 771 449: 691 31.3 771 38.9 632 29A 771 35.0 621 25.7 111 72.41111. 75.7 7]0 77.3 661 67.1 770 65.0 660 SG.3670 473 730 49.9 631 42.1 730 45.0 622 37.9 730 61.11 614 31.6 730 35.6 NO 21.0 730 31.9 589 23.7 730 29.6 581 WCO 1201. 59.9 624 61.0 569 49.9 624 51.2 560 62444.3 552 375 624 39.2 544 77.3 626 35.3 637 300 624 32.2 531- 25.0 624 27.7 619 21.6 624 2A.6 609 18.7 624 22.6 601 _ x 1441. 31.7 4)3 35.1 4(10 28.9 433 29A 395 433 26A 390 21.1 437 22.4 305 19.3 433 20.0 381 17.3 433 1112 3Tfi U N Q O O a � Z TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: €fY Anchor C apathy Table(lbs) ANCHOR CAP.,,,,,..-- substrate 2.7z comrae 3.51:Cmc. Hollow tofu 1FIfled4"3 EIU ed 61 Iddd (DP,)X( �=ANCHOR CAP.,,, 91C Elco 116'53 Ek0 5'I6'EICO 114'39 Elco q10 SIM4 ntzalccl nlz strLl MULLION CAP.,.,,,,,, Ancho7Cllp Patlom0 AAcha Type 3116'EICaUnracon 114'EkoUlVacon con TIV Elco Mixon 114-Elco Macon Agy6Gator U11ramn AggrcGaor Screw(G5)Streev(G5) Screw USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Cast-(In)' 1' 2-117 t• 24/2• 3.713• r 2.112• 1• 2-112` 2' 3-ve' 2• 0.43' 0.54- 0.324' CAPACITY REQUIRED`CORRESPONDING TO AN Falbednatl n j 1374- 13'4' 1314' 1-s14' 2' 1-114' 144' 1-1114" 1-114- 1414• 14/4' 2- 1-38' 1511' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AWhors@4.75'Idin O.C.I Standatt or0fset Up Pg.1) 390 lbs 3901bs 4M lbs 8201ts 1644 bs 270 lbs 288 lbs 35J Ina 740116 374 lbs 651100 016160 341 lbs 442105 66080 OPENING,WHEN IT 15 LOWERTHAN THE MULLION 4 Archers @ 1.15'Mia O.C.I StWMIC(W IXlset)Clip(Hg.21: 400 lbs 700 lbs t11A IVA IMA IIIA 180[us N/A IVA nm ILIA IVA Mica, 895119 11201!5 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ar[Mrs@3'I.7 N.O.C.I(4)295 Angle Caps I Og.3) 710 Ills 7001b6 600 lbs 1560 ms 1690 M640 to, 500m . WA 7001b9 743 In, BOD las 180216^. 682105 8651M 1120 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4,1.0. 0.69'MIn.O.C./U4IDp,InI0.1DD'A3u10.(Fig.4y IIIA IMA NIA IVA NIA h/A IVA IVA IVA IVA IVA IVA NIA IUA 1297 IbG CAPACITY WHICH MAY BE USED TO QUALIFY tArcrorI F4)Gp 78g.5y 1961bs 1951.; 225 lbs 445Ibs 622105 135106 140106 177 bs 37Glb 1a71bs 332116 4y31bs 1701bs 221[as 2801.0 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBVISBD 2 Arcms @ 1.15'PAR O.C7 F-Cllp(Bg.6T 240 lbs 3M Its I11A IVA NIA NIA 170I� INA IVA WA IUA IMA 311109 442106 5601os ANCHOR CAPACITY TABLE. a9 Ildl Code th0 YlOrida Otltlding ODda 1.250' Aca17�1coNo FIGURE I: FIGURE 2: fkgBN)rmp0w TABLE NOTES: • e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miamiode Pro uct Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLA71ON METHODS. 7t\%%1117 7"I' ll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \`'���••..G .. ENS FIGURE 3 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94 ` SHEETS 21-23.HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �c •. }t ' Flo BCUP E USED _ No.58705 - SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. y - IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND "U• �O � FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL S-ATBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624' '0 , ` � 6063-T5 AND BEA MINIMUM OFA 00"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _� �1 FS ••••••' • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICKAND A38.ALL 7711;�10fVA1, O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I r I I7 I I 1717 910 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25"X 3.94'X.624' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE 12A • ., Mullion Capacity Table Ibstfe Opening%Mdth(for vertically-spenrirlg millions)or Opening Height(for horizontely-spenning mullions) �+ � 501n 601n 701n 60 In DD in 1001n 120In 1401n, 1601n o Rectangular TrepTdeng. Rectongwar ToprIldmg. Reclang0far TreplTdang• RectonBdas TmpRdang. Rectangular TreprTdang. Md ngular Tmpr7dang. Reolanguler TrepTdang. Rectangular TrapRdarg. Reelengliar Trapfldang. sr22d 2X4 X.26 Loafing Loafing Loadng Loafing Loadng Loading Loafing Loading Loafing Loafing Loafing Loafing Loafing Loafing Loafing Laad00 Loafing Loafing Alum.Tube Mullion i 54 P, 13 B 6 E E F6 E E 8 x F• E a �e a �9 � a9 � as � ae a 15 � �9 � as � 13,a a � � tg � ' s �o 13N a� a �„ °s " €� g � ae s� a. 5 s� fl� �o sIS p a zU) a 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 860 170.0 506 170.0 992 170.0 519 1700 1116 170.0 021 170.0 1240 '170.0 021 170,0 14681 170.0 621 170.0 1735 170.0 521 170.0 1883 170.0 621 0 48 in 170.0 708 170.0 624 170.0 850 170.0 564 170.0 092 170.0 630 170.0 1133 170.D 661 170.0 1275 170.0 677 170,0 1417 170.0 660 170.0 1700 170.0 680 170.0 198J 170.0 680 170.0 2287 iTO.D 080 J W_ 50.625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 7M 170.0. 1345 170.0 747 170.0 .1494 ;170.0 766 170.0 1793 170.0 766 170.0 2092 170.0 760 170.0 2391 170.0 756 n U) 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 061 170.0 2550 170.0 861 W o 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170,0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1063 160.8 2680 170.D 1063 j J 631. 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 less 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 117) 145.9 2653 170.0 1171 $ 66 In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 165D 170.0 ID80 170.0 1753 170.0 1165 170.0 1948 17D.0 1210 170.0 2338 170.0 1276 OLD 2437 170.0 1286 132.8 2437 170.0 1288 i 0 721. 170.0 1063 170.0.878 170.0 1275 170.0 1009 170.0 1468 170.0 1126 170.0 1700 170.D 1228 .170.0 1813 170.0 1315 170.0 2125 170.0 1387 145.8 2184 170.0 1480 124.8 2788 170.0 1620 109.2 2184 170.0 1630 w E3 761n 170.0 1122 170.0 837 170,0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170,0 1322 1G5.1 1960 170.0 1421 148.8 1960 170.0 1605 123.8 1960 181.6 1648 108.7 1860 164.0 '1535 92.8 1960 152.7 1731 mW J CL Z 76 In 170.0 7151 170.0 967 170.0 1301 170.0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 786f 170.0 1474 137.4 1861 163.1 1600 114.5 1881 147.3 1473 98.2 1867 139.8 1459 05.9 1861 137.6 1454 Q J 901n 770.0 1328 170.0 1144 H9.1 1398 158.0 1218 127.8 1398 116.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.6 1147 74.5 1390 89.8 1122 53.9 IJ98 82.7 1105 35.0 1398 78.9 1086 Z ? Q N p zz 061n 147.4 1228 161.6 1098 122.0 1220 127.8 7078 705,3 1229 111.2 1061 B'1. 1228 00.9 1044 81.9 1228 09.6 1028 7J.7 1229 02.4 1016 61.4 1229 722 993 62.1 1229 85.8 977 46.1 1229 62.1 967 )Q-, qqZ ap.o t031n 103.6 071 105.8 877 86.3 071 60.0 862 74.0 071 77.2 840 64.7 071 60.4 037 67.6 871 61.8 826 61.8 971 66.6 816 411 971 49.0 796 37.0 971 44.0 782 32.4 971 40.8 771 N dS 8O 8� 1111n 85.4 919 97.3 6J2 78.5 810 81.8 619 68.1 919 70.9 809 59. 818 82.9 794 63,0 819 50.7 78d 47.7 819 51.0 774 39.7 .919 M.8 768 34.1 010 40.2 742 28.8 919 17.1 7J2 (�1J X 120 in 76.5 786 76.0 Tie 62.0 Tee 64.5 705 53.9 786 55.6 695 47.2 788 49.4 688 41.9 788 44A '877 37.7 766 40.5 668 31.5 766 34.9 853 27.0 78G 37.0 641 23.6 708 28.4 631 <1' (n 1441n 43.7 548 442 604 36.4 546 37.0 498 31.2 548 31.8 481 27.3 566 28.2 d85 24.3 548 25.3 479 21.8 "It '22.9 474 18.2 646 18.5 4114 15.6 646 17.2 455 13.7 648 15.5 448 _� V N Q O O d a Z l!) N TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 s.0 AnchorCapacily Table(lbs) ANCHOR CAP.,,,,,,... •-fib �m� SU1Ximie: 2.7N Corc+de 3.5k c- IlrllOW O,(U FIX3 Ulu PTWood L1efal (DP,,,)X( )=ANCHOR CAP_ e o y ���•--I !1'11,p[o 114'SS Elco 11116'12116 114"SS Elco 010 61ee4 01261881 012 Steel MULLION CAP.,,,,,,,,,,, AnehorCllp Patterns Anchor type' VIC Elco Unrxm g4•Ekounmcon uemeon 3'iC Elco Wr4em 114^EkoUlUacon AggeOgor unman Agg.Gal[4 Scmw(05)9crav(G5) Screx(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge lXSIaMe(ln) r 2-1z1. 1 2-1z avo• 1• 2-1z 1• 2-12, z 3-va^ 2• 0.49• 0.64- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embeanml on) 1314' 13x4' 13/4' 13x4' 2• 1-114' 1414' 1414' 1.114' 1-114• 1-114' 2• 1-Va• f3�6• voles ACTUAL PRESSURE REQUIREMENT FOR THE 2Anct-6d4.75•fAlm O.C.l St"ad or O�et cnP"1821 390IDS 39DIbs 450 in 890 Its lm41os WOW 280 Its MAIDS 740108 3741bs 6(i61b6 W61W 3l1 Ns 4421hs .'12 IDs OPENING,WHEN ITIS LOWER OF THE ELECTEN 4 Anctrss Q 2.68•IalfL o.C.rslal0ald(Or OfReh cnp(Fig.3) 740 IDS 74D IDS 630Ibs 14851bS 1424 lbs IUA 5E016s NA .S I[s IIIA ODD Ito IVA GL2 ros 88srbs 1l.ft CAPACITY(FROM THETABLE)INIM THE ANCHOR ED sArchor6431.71•LlIrt O.C.f 6fandaN(U gtiet)Cllp(Flg.4), (385 IDS 10501 758105 1f�i6ld; u/A IIIA 705Its. IIIA 709 Its IIIA IUA IUA t0221M 13271[8 16�ID5 MULLION.IT WILL YIELDAMPIIMUM ANCHOR 4Archo5@TfAln.O.C./(2)WAngle Clips/(mg.5j 703105 7 680 IDs 15®lrs 1896 IDS Oros 583106 I+/A 7601b•S 746 IDS ISM IDS 18921D5 682 ros 565 ae 11201m CAPACITY WHICH MAY BE USED TO QUALIFY SAMW5@3•MIn.O.C./(2)2t5ArgleC9ps l gig.6: 1170lbs 71701Ds 1020 lbs 234D IM 2BU lbs 01 Ds 640 IDS, till 1140155 1122lbs' ISM Lbs 2898 Its 1022108 1327 IDSM%11�'I'bl ADDITIONAL ANCH TABLE.ONS FROMTHEIBA IUA N!A IUA tllA t11A IIIA HIA IUA NIA IUA LVA IIIA IUA ANCHOR CAPACITY TABLE. PRODUCI'RByiSBD 6ArchoR®0.6t'fi11n.O.C.lU40BD,Inlo.12„^Num.(fig.81 IIIA IUA NIA tUA IUA IUA tVA IIIA tUA IIIA IUA htrA IIIA IUA --114lag 0h iba Flotilla. 2 Anchors@ 268.1.11rt O.C./F Clip(Flg O)' 370105 31171St 3151bs 743155 712118 IUA 203115 NIA 318105 i1/A 440108 IUA 341105 442IDS Building Cbd93ArclsXs®1.71'tdln.O.C./F471p(Fig.10) 443105 51 1Ds 31.Ibs 973115 N/A NtA 361IM NlA 3081bs NIA IUA IUA 511 ros fiW its AcoOptenOo NO /5•Q NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. i �D�`A-- nCIRCLED VALUES ARE USED IN THE EXAMPLE OMSHEET 24. - FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: - 2.000" Nlatni arta Skeduct Control • • • • • • • TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ��v�ONy,....Iv 7/((�til GENERAL INSTALLATION METHODS. ���,•''�}GENSF •.,�Q FIGURES: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE •''[/� 4.000" No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN -' - THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE C(•� �- :_'0 '• a. S � uJ, LOCATIONS. :��••., SLATE O C _�/� FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '� '•.,FCORID�: • • GURES CMU SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. �'r;°SS •' 1��� ` • • (FINPAIRS. (CMU) 2•X4'X.25'MULLION /r Nl N 1 MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 /I r/t I I I 17111 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125".THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL.#10 8 812 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 15A s 6w Mullion Capacity Tablo(IbalR2) Oponing Width(forvedically-spanning mUllons)or Opening Haight(for Iw lzOntaIVspaMrQ mulllona) s�><� 501n 601n 701n -601. 801n 1001n 1201n 1401. 1601. go O '3000 Rectangular Trap/Tdarg. Reelanguler TrapTdang. Reclengular Tmg Nang. Rectangular Tralmona• Reciengslor TrapRneng. Reelon9Uar TrepRdang. Rect"Oular 7tap/411an0. Reetarlgular 1)epTlang. Re<languler TrepfrNeng. ux 3,26"30 Loading Loadng Londn9 Loafing Lnadng Lnadng Loodng Loafing Loodn9 Loodrg Leadn. Lwdng Loodna Le.dng Loadng LoadnO Loafing Losdng 62 g DEG.AL zl 21 BAY MULL ,. a �� s a8 �Ea aE 3E s s g` s 3 g` a.� s� € �• s� z w �a s so d"`ac so rc s� �r< spa �rc E� �a� � d s� p F 421. 170.0 020 170.0 435 170.0 744 170.0 470 170.0 868 170.0 500 170.0 992 170.0 318 170.0 1118 170.0 621 170.0 1240 '170.0 621 170.0 1488 170.0 621 170.0 1733 170.0 621 149.1 t740170...D 521 _j w J 481n 170.0 708 170.0 524 170.0 850 170.0 62A 170.0 992 170.0 530 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 980 130.5 1522 170.0 O60 114.2 fAP850.8261. 170.0 747 170.0 663 170.0 898 170.0 631 170.0 1018 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 766 136.9 1443 170.0 758 117.3 1443 170.0 756 102.8 758 Q 541n 170.0 797 170.0 612 170.0 9% 170.0 601 170.0 1116 170.0 764 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 858 120.3 1357 170.0 861 103.1 1353 170.0 861 80.2 175] 170.0 881 DO c) 601. 170.0 OBS 170.0 701 170.0 1063 170.0 707 187.0 1218 170,0 878 146.1 1218 170.0 944 128.8 1218 159.8 938 116.9 1218 152,1 924 97.4 1218 148.1 DIJ 83.5 1216 146.1 013 73.1 1218 146.1 013 F- 8 J 631n 170.0 030 170.0 745 170.0 1116 170.0 BSO 160.2 1160 168.8 031 MIA 1150 153.0 914 116.8 1160 141.0 898 105.1 1150 134.2 885 87.6 1160 126.7 871 76.1 1150 126.2 870 65.7 1160 126.2 870 Z) w U) m ,mac 601n 170.0 974 170.0 789 152.4 1040 165.0 081 130.6 1040 140.6 004 114-3 1040 133.1 850 101.6 1040 123.4 639 01-4 1048 116.6 830 76.2 1048 100.4 821 85.7 1048 108.2 818 57.1 1048 10&2 818 z m721. 140,0 860 147.9 764 117.4 880 126.0 748 100.6 BW 110.8 734 88.0 880 100.0 722 78.2 880 82.0 712 70.4 680 88.2 703 86.7 880 78.2 693 50.3 880 70.6 080 44.0 800 76.4 680 -) 3 w 4 �o v &Z 761n 119.7 790 125.1 690 83.8 790 106.0 676 85.5 790 83.3 663 74.8 790 133.9 652 86.5 700 76.9 643 59.9 780 71.7 635 499 790 65.1 624 42.6 790 62.1 619 37.4 790 01.5 817 Q Zi 781n 110.8 750 115.5 657 92.3 750 98.1 644 79.1 760 85.9 632 69.2 760 77.1 621 61.5 760 70.6 612 55.4 760 65.7 6D5 46.2 750 69A 594 39.6 750 66.2 588 34.0 760 65.6 566 Z Q Q O1 r - (D Z N 901. 72.1 663 74.4 $00 60A 563 62.9 491 61.5 663 64.8 483 45.1 683 48.8 475 40.1 563 44.4 468 35.1 563 40.9 462 30.0 563 30.2 452 25.8 563 33.3 445 22.5 663 31.8 442 F w a 05 O 061. 60.4406 81.1 447 4D.6 405 61.6 475 424 495 44.8 421 37.1 495 39.0 421 33.0 495 78.1 415 29.7 -495 33.2 409 24.8 495 29.1 400 21.2 495 26.6 394 18.6 495 20.0 390 U)_ U-1 00 9` 1091. 41.7 391 42.6 353 34.8 391 35.0 348 20.0 391 31.1 342 26.1 391 27.6 337 23.2 39t 24.0 '333 20.9 391 22.8 328 17.4 301 10.7 321 14.9 381 17.8 316 O 1'oY Ill In 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.6 MS 19.2 370 20.8 312 19.0 370 10.1 305 F 0 ? j 1201n 30A 317 30.9 289 25.3 317 26.0 284 21.7 317 22.6 28D 19.0 317 19.0 270 16.9 317 17.9 273 Q•-M ¢ Q O 144In 17.8 220 17.8 203 d° Z a0 s;0 TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(Iles) ANCHOR CAP.,.",'_ o " o'rc� Substmte: 2.7N Carorclo 3.5k Cono. R01I.NeMU - FEW C51U PT Wood Mele1 (DP,)X( )=ANCHOR CAP.,,, SIM'El',. 114•SS Elco 5116'Elco 1l41SS Elco 010 Steal 912 Steal 912 Slea MULLION CAP. ,,,, AnchorCllpPatterns Anclror7ypo: 3116-Cleo 114'ElcoUinaoon 3'16•CleoUlu.. Cleo UtvOeon Ap0re0ator lgimoon Agpre0alor serrcx(c5)s0rely(c5) SCM(G51 USE THIS FORMULA TO OBTAIN THE'ANC R Edge Distance(in): i- 24/2' 1• 2-12• 3-1/0' 1' 2-1r!' 1' 2.12" 2' 3.118• 2' OAA 0.51' 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(N). i V4' 1-J/4' 13/4• 1-314• 2• 1.174' 1-1/4• 1-114• 1-1//• 1-1(4' 1-t/4' 2•. 1a/8• 1-13• sodo. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anah-@6'Min O.C./(2)2.5 Ar01e Cops I(Fig•U: 3901bs 390 lb, 4601bs 8901bs n00lbs 270 lbs 280 lb. 354 lb. 740 los 3741be 7201bs 946 I 341@s 4421bs 58D1bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anclwrs®3.5.1.11.D.C./(z)2x5 An01e Gips I(FW.1): 780!be 7B0IW 71J01bs 1670 Il 2525 lee 51016s 56016s NIA 11201bs 741)Ibs 800Ibs 1892lbs 682[be 8851bs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors Q 271'hlla.O.C.I(2)245AgIa Gips 1(Fig.3): 1120 Iles 1120Ibs 958 W 2246Jbs 2254109 WA 84010.s WA 105911s WA 1320 Iles WA 1022lbs 13271bs 1GBO lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODUCTHUVISISD FIGURE I• ANCHOR CAPACITY TABLE. 1-111plyln0 av�V-T aiding CcdcTABLE NOTES: oeptane9 N0 'b' oll,001. • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 51Iem1 adaPrWuct Cahtml FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125"- � N{ LYNA/ • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30. �-,\ ,.• •L�CEN$F••,�F,}y FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.250' 1i No.58705 •'•7� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED • • '• • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BEA MINIMUM OF.125" '-O THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE)-STRUCTURAL STEEL TO BE AT 30'BAY /SL(T° �fs is 1+✓� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION T • • THE MATERIAL#10&012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. %�`S;'•.F<ORIDF`.,•'GNB; ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. S/U(\InV• A.LYNNIRAILL�R,P.E. FL P.E.#58705 l�1.000'�I 11.250'-^ice n --1 1.000•.I` --� 1.000• �--• r�N it -( 1.000 -( 1.000 (- -.125 �4 r .125' . .125' -.125' -.125' 2.750' 2.750' .125' 3.125" 3.188' , L .12.5" �N 2.000' 2.000' 266" 2.116" L371 90125' Z 37 °512: 500" I NoS is m Z FUWcWaiJ LU 1'X2•X.125•MULUON 1•X 2•X.375'MULLION 1'X 2.75'X.375'MULLION 1'X 2.75'X.650'MULLION. 1'X 3.125'X.5'MULLION 1.25'X 3.168'X.205'MULLION UB'X2.11'X.125 MULLION c 008378 ALUM. 6063-T6 ALUM. 8063.76 ALUM. 0083-TB ALUM. 6063.76 ALUh1. 6063 TB ALUM. 006346 ALUM. X-SECTION X-SECTION XSECTION XSECTION XSECTION X-SECTION X-SECTION m z 0 O Z cn O 10 j I� TABLE AW Z m 'IIID I STANDARD CLIP I I 2X5ANGLECLIP Dimension Value(in) For Mullion: I 6003-T6 ALUM. 6063-TB ALUM. O s 2.000' I 2.125" X-SECTION J �• rcZ X•SECTION IP 2.000' A 1.625 I 6063-TBU-CLALUTA. (I .125' B 2.654 1°X2'X.125'mF Uzz d' .125• X-SECTION L C 0.895 Aluminum Z p ¢jjz Tube Mullion Q Z Z D 0.740 U) Qg gob .125' I I Z --I.740"F- A 1.125 1"X2"X.376' W ° `1 Y B 2'404 Aluminum � to u/ 5.500" 5.000--------------- C 0.835 Tube Mullion U � ¢ O O cRTHERETD .375' I .375'MW. I D 0.490 Q.. Z U .375" 3.125" 'j_CREATE F-CLIP,SEE MIN. � MIN. r DETAILF,SHEET4 A 1 876 a m0 s0 __ 338'MIN. � -F� o 1cmlY r___--_-, r_--____, B 3.000 1'X2.75"X o o�rc� I I I I I A A I � U-CLIP A f------_-_-____� .375 Aluminum H L. - _-J L-------- 6063-T6 ALUM. `- ------------- 2X5ANGLECLIP C 0.757 TOPVIEW 8063-T6 ALUM. D 1.118 Tube Mu, TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-TB ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1"X2.76"X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OFANCHOR .ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER*1116'. B 3.000 .850" SHEETS 5.17 FORTHEANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 5-17 FOR THE D 0.836 ANCHOR D.C. TABLE A 2000 RODUC.17REVISBD DISTANCE.MAXIMUM PGT Part# ,j wr�plylnp wills the l'lolida Mull Dimension(sheet#) 1"X3.125'X 5.600"--I .375' ANCHOR HOLE B 2.837 u8dle80odv - DIAMETER:ANCHOR Mullion Std.Clip Offset Cllp U-Cllp Angle Clip .500•Alum ucpluncv No .375" MIN. DIAMETER r 1116•. C 0.663 Tube Mull MIN. 1"X2"X.125°(5) 66605 666113M 66611 IBM 666243M 666511M D 1.137 _-_____I____________� 1"X2°X.375"(6) 666006. 666114M 6661119M 666244M 666512M A- 2.626 �ilwW ade Pralucl Control 1.25'X 3.188' 1"X2.75"X.375"(7) 66607 666115M 6661120M 666245M 866513M B 3'262 X.285"Alum 1 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M tA . TubeMuli \��Ni LYNNIB 1.762 � 0 ••-- D 1"X3.125"X.500"(8) 66037M 6681116M 6661114M 666242M 666515M •i 1.26'X2.11J1.25"X3.188"X.265"(12) 66641M 6661117M 8661113M 666241M 666516. 1.813 .121°Alum ;t:' No.56705 ------ 1.26"X2.11"X.125"(18) 69370 WA N/A WA 666517M Tube Mull -- OFFSET CLIP NOTES: C1 . ST TE OF 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THI5 SHEET. FCORIOP•'' .740'-fes--�--I - ......• �C 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. ���/5`��Q(�IAX.e A.LYNN MBJIIEIR,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 TABLE E n Mull Dlmenslon PGT Part# (sheet#) Mullion Std.Clip U Cllp Angle Cllp 1 I- •125" -��- -125' -{I- .725' Yo�x� a Z'X4"X.25"(16)j 66602 1 666261H I 666271H 6665112M 's 1 STANDARD CLIP I U-CLIP 2X5ANGLECLIP X40 2"X6"X.25"(17) 66604 666262M 666272M 6665113M o= i u 6D63-T6 ALUM. 6063-T6 ALUM. 6G63-T6 ALUM. o 2.000' I XSECTION 2.125'L I X-SECTION 2.000" X-SECTION NOTES: LO N .126' 1 .126' .125' m 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 8-g .W DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. `wN� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATEI T O 1�-• HOLE LOCATIONS. I--1.490`---i W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' CUT HERE TO W U 0 0 3.500' -{ CREATE F-CLIP. 5.000" _375' DO z 0 F_ 2.000' .375" f_ .375' _r MIN- m ZU co SEE DETAIL F. .375' MIN. SHEET4 MIN. H J U) ❑ r------------. --- -- -.-- -f --------- ❑ m II I 1 L '------------ i Z �� $ I I I I I Q u{o:ZZ 4.000' 1 I I 1 .- .250'- �- -1-- --- --1- 3.438' + 3A38" -j------ Q o 2'X 4'X.25 I, I I I Z ❑ 1 r MULLION I 3.438' i I Ha-. Q sZ yo VO 6063-T6 ALUM. X-SECTION I I i .375' Z L_ ______-__ 1 _______J __ _- L---------------------J MIN. LU O Y Y --- K -i N L- STANDARD CLIP 2X5ANGLECLIP U Z O O U•CLIP,6083.76 ALUM. Q-- CEMER OF ANCHOR HOLE MUST LIE 606376 ALUM. SED FOR 2'X 4'MULLION•SHEET 16 CENTEROF ANCHOR HOLE MUST LIE 606376 ALUM. d mc) G) .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY. TOPVIEW �o a o SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-2G FOR THE ANCHOR O.C. `��D_ DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE G DIAMETER:ANCHOR DIAMETER+1/16'. WITHIry THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16", SHEET$5-2G FOR THE ANCHOR O.C. 5.600" DISTANCE-MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1116'. 5.000' .375" 3.5oo' -I CREATE F-CLIP. ,375 SEE DETAIL F. I .376' MIN. r-SHEET4 MIN• MIN. -375" _____________ I 1 I ....... I I I I I twlnplyin8 with the FlDllda I I » �ontrol!* >IdeA 4,686" I 6.000' � -I - --I- � + -------1 .250'.-� I T- I @ t 5.438' II I. 111111!11/ I 1 5.438' 5.438' 2'X6'X.25' I CS��?.•'1,\GENSF •'•F'P MULLION I 6003-T6 ALUM. llt:• 58705 T1t XSECTION I .376 ' 1 1 1 I t--------------- i -MN. `-------- ------ --------� -- STATE Of" :•N4 L- ',U.p ''•,FLORID?;.•' STANDARD CLIP U-CLIP 2X5ANGLE CLIP .250" 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. TOP VIEW USED FOR 2-X 6'MULLION.SHEET 17 TOPVIEW TOPVIEW A.LYsNN M ILLIAR,tP.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH 13 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF 46D.01-60.1 0 PSF, NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE'MULLION LENGTH IS 72*AND THE OPENING WIDTH IS 32'+32-1'-65'.REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST 13E USED,SCAN THE MULLION TABUS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+00.01-00,0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. ce .. FROM TABLE 3A,SHEET 7,THE I.X 2.75'X,375*MULLION(LENGTH�72%OPENING WIDTH-70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58+3 PSF AND WOULD DETAILS, A SHEETS NOT BE SUITABLE FOR THIS APPLICATION. yx 2-3 FROM 4A,SHEET 0.THE VX 2.75'X.650*MULLION(LENGTH r?72%OPENING =70*)HASA DESIGN PRESSURE OF 41-72.7PSF WHICH EXCEEDS REQUIREMENTS FOR Eel 72. MULLION OPENINGAND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 535 LBS. LO LENGTH cls! 2)USE TABLE 413 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X6 ca ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 685 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL z U) N 14, WILL :3 SHEETS ETAILS� 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS, 0 24 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. w > =j— IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.TH)E OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY. LU o NOANCH SiNWINDOWSILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSR co F- -32- —I)^MULL WIDTH 636 LBS F- (o (60PSF)X 524.9LBS (MAYBE USED TO QUALIFY#10#EELSCREVV5 FROM TABLE 4B) -J OPENING W107H z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL,THE WINDOW FRAME DEPTH IS 2-3/8".THE OPENING REQUIRES A AD DESIGN PRESSURE OF 450,01-56.0 PSF. Az FOR THE VERTICAL MULLION: :c 1)INITIALLY ASSUMING THAT A I-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3T+72'+1"=105"AND THE OPENING WIDTH IS 36'+36"+1"=73".REFERENCING SHEET 26, z z < Z5 co THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 2-3/6*AND WILL I(j)< E.N� EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+so.oi.ss.d PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. w MULL VOOTH FROM TABLE 3A,SHEET 7.THE 1"X 2.76*X.375-MULLION(LENGTH=108%OPENING WIDTH-SV)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF :�c AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250'MULLION(LENGTH=.I 08%OPENING WIDTH=89)HAS A DE SIGN PRESSURE OF-i-s4.7 PSF WHICH EXCEEDS THE REQUIREMENTS 0 SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. z SEE DETAILS, 90 3[ 2,3—\\ 1 0� FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36-+36-+2�44-,NOT 73-AS PREVIOUSLY PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABFE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL" THE 73-DIMENSION(35-I12-+35-1t2-+2-=73-). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,AND HOF t QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Vf9=ALI' CONCRETE HEADER AND SILL ARE 8-WIDE,IF THE MULLION CLIP RE TO BE CENTERED WITHIN THE Er,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MULLION SEE USING THE STANDARD CLIP WITH(6)3116-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LEIS WHICH 13 GREATER,AND LENGTH SEE a DETAILS. DETAIL S. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. OPENING SHEETS 2-3 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2*X 4"X.260"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HOM772, � MULLION TYPE COULD BE CHOSEN. MUL[ON �RODUCTREVISED u Complying WWI thr Vorlda 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32*+72:L+2'=100".REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAYBE 3undIna Codo I _ USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.25T MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE A*cvPImwNo I REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. am FG DETAILS, SHEETS 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN'THIS EXAMPLE,ASSUME THE CMU JAMB$ARE 8- Nib A)ad1VfodU1tCO1tI*l WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE fl'�CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH (4)WIG-ULTRACON ANCHORS AT AN EDGE DISTANCE OF I-GIVES AN ANCHOR CAPACITY OF 540 LEIS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1111!111,, ANCHOR CAPACITY OF 521 LBS. LYNN 31'.IIORIZ a G;� .11,, _.UL 4)FOR THE U-CLIP 114 THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR T '',,CEMSF -... CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT LOPENING WIDTH FOR VERTICAL MULL�j ANCHOR TYPE IS A#12 STEEL SCREW, OF 521 LB$.THE No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: -1-04.7 PSF FROM THE VERTICAL MULLION; -1-170.0 PSF FROM THE 36*HORIZONTAL MULLION ATTACKING TO CMU: +1-170.0 PEP FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS 4/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ATE Of VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH.THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ......... /ONA\- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. A LYNN MIL ml� P.E. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: ® v Ran � PW PW PW t o ax w oX = u SHIpH /DH SH/DH SN/pH I Pw PW ZO101 ,uNm 1 - f t LU _ FIj LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION Jf 0 O fj % LU Q o O SILL OF WINDOWS NU7 ANCHORED - WITH INTERSECTING HORIZONTAL MULLIONS t' I 1 I 1 to m w HINGED DOOR :D SGD z g m PW j LOADING OF VERTICAL MULLION PW LOADING 4F HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION r rc �� a z Q N o - PW PW PWZ SWON SH/DH WOH SHJpH ] U O Q 0 U / a O O SHiDH Zmo 0 �� € K (Y LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / f - l l// �• SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I j I - PW Pw - HR - 1 —..... ...:.. _—...... _� i LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL P —. I MULLION HINGED DOOR PW PW j NOTES: RODIICTRBVISED 1 DRAWINGS ARE 'aComglyin8wlgirilt arida t RERESENTATtONS OF TYPICAL %asgtona+No kl j f j PW CONFIGURATIONS. Onto /f PW -_ CONFIGURATIONS NOT SHOWN __ •1 o O ! // llo MAY BE EXTRAPOLATED FROM �aqa _ i f THOSE SHOWN. BEI DETERMINED,USETHE LOADING PE CANNOT \\`�wQlay L_Yiv'N PW j f - PW RECTANGULAR LOADING. `. � PW 'VIGEP!Sg t ��/ 3)SEE PRODUCTS APPROVAL FOR �`c C N0.58705 Ij LOADING OF VERTICAL MULLION ACTUAL ANCHOR LOCATIONS, LOADING OF VERTICAL MULLION - !/ !!AA dz PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS t f ,-U`,vl l�f Lf I I SGD _ ~���•. �AV 1'L- A .w LOADING OF VERTICAL LOADING OF HORIZONTAL Af�YO) GL+EI2,1P.E. MULLION MULLION FL REX 58705 Florida Building Code Online Page 2 of 3 FL1435 R15 Equiv Cert of Ecluiv AAMA101-2011 To 2008.1?df FL1435 R15 Equiv Cert of Equiv ASTM E1996-1-12 to El 996-09.pdf Product Approval Method Method 1 Option A Date Submitted 01/08/2015 Date Validated 01/26/2015 Date Pending FBC Approval Date Approved 01/27/2015 Summary of Products FL# Model,Number or Name Description 1435.1 SH- 200(Prev:4000) Aluminum Single Hung Window(Std. Meeting Rail, inc. Pass-Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R15 C CAC Certification SH2OO.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/28/2016 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R15 11 SFI-200 STD.odf pressure, size and anchorage information:The Pass-Thru Verified By:A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Prod Eval SH-200.odf Created by independent Third Party: No 1435.2 ISH- 200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification.Agency Certificate Approved for use in HVHZ: No F1_1435 R15 C CAC Certification 20OHD.gdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/08/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R15 III SH-200 HD.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Prod Eva] SH-200 HD.odf Created by Independent Third Party: No 1435.3 ISH- 400 -Vinyl Single Hung Window emits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R15 C CAC SH-400 Certifications.pd Approved for use outside HVHZ:.Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/21/2017 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R15 11 SH-400.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Eng Eval SH-400.pdf Created by Independent Third Party: No 1435.4 ISH- 500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R15 C CAC SH-500 Certification R14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R15 11 SH-500.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R15 AE Eno Eval SH-500..pdf Createb dInde Independent Third Party: No 1435.5 ISH- 800 WinGuard Multistory Aluminum Single Hung Window . Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R15 C CAC 190-427.00AR.odf Approved for use outside HVHZ:Yes FL1435 R15 C CAC 190-428.00AR.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 09/07/2015 https://www.florid-alu-uilding.org/pr/pr_ap-p_dtl.aspx?param=wGE... 1/30/201.5 I INSTALLATION WITH FLANGE FRAME :EDGE (FIN REMOVED) DISTANCE _J EDGE S BS ATE _ I DISTANCE / UBST TE EMBEDMENT Q EXTERIOR EMBEDMENT 1X WOOD II 1Pl ~J_ SHIM _ SHIM ❑� ❑�� o a � o �aQ oo 00 EXTERIOR EXTERIOR UBSy SHIM 3-114" FLANGE FRAME, JAMB INSTALLATION FLANGE FRAME, FLANGE FRAME. (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) (USING IX BUCKSTRIP) i I EXTERIOR �, � a EXTERIOR EXTERIOR n�( 0 ' 4 NO R NO �v ANCHORS Illi ANCHORS �� REQUIRED REQUIRED ❑ . � EI�I SHIM D - 4411 I�11 WOOD FLANGE FRAME, ` " , �. SHIM SHIM JAMB INSTALLATION �� '�0••. ENS /(e (USING 1X BUCKSTRIP) Pte..• JG F ...;p 1X WOOD -Jx r i N..58705 •: SUBST S F�.. FLANGE FRAME. SILL INSTALLATION ,S BS (DIRECTLY TO SUBSTRATE) FLANGE FRAME, II SILL INSTALLATION °vfDib°� aaasweunatomwaaaaawcv® J.ROSOWSKI 08101/13 RIGIDVINYL NQle`*a Pi°°°`^•OPi�` 1, (USING 1X BUCKSTRIP) vxnrRamerFn�romErrtw�rRrs RawC By. UOb: Rathbm' OOLTA�1r/d4Y6Elb81 PPl�tdmULID PI FSVAS V H0FFG Am F]RRF-�WWli9! fEA16SSRN"C4�hVrAD11S1WE5. INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. NOKOMIS,FL 34276 7"' j 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FLCERT.OFAUTH.:29296 SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BE 114". �`'I"'Model`P A.Lynn Miller, E. sem: 51"v° OmWq Rn Rxv. 4)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. r P.E.#58705 SH-400 NTS 2 0(4 1032511J INSTALLATION WITH EQUAL LEG FRAME (FIN AND FLANGE REMOVEDI EDGE , DISTANCE BS TE SU ST E ' 4 / EMBEDMENT EXTERIOR EMBEDMENT ) 1X WOOD SHIM �.. LJ �p E21=1 SHIM SHIM O 0 0 EXTERIOR SHIM EXTERIOR .EQUAL LEG FRAME, JAMB INSTALLATION pf (DIRECTLY TO SUBSTRATE) EQUALLEG FRAME, HEAD INSTALLATION EQUAL LEG FRAME. (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION (USING IX BUCKSTRIP) 4 I EXTERIOR EXTERIOR EXTERIOR NO O � - (� NO II ANCHORS u ANCHORS U� REQUIRED n � REQUIRED a �o ��❑ ��� S BST TE SHIM - ❑ WO F7 LE ❑��� - EQUAL LEG FRAME, X1111 I I 11111 v7j p JAMB INSTALLATION SHIM SHIM (USING 1X BUCKSTRIP) ;�1P1 41 GENs ��...... FP 1X WOODJ. _ No.58705 '*' SU TRA T�.•. 2r SLATE F (V�` EQUAL LEG FRAME, i�(�s'••F40RIOP.- GNZ SILL INSTALLATION SJdBST TE �� OVAL \\ (DIRECTLY TO SUBSTRATE)' EQUAL LEG FRAME, �ii7101VAL 10 SILL INSTALLATION a..°ey: e°la- MmaA°e nrEmuvnTM VXUMXWOR61TA mvclo� (USING 1X BUCKSTRIP) J.ROSOVVSKI 08/01113 RIGID VINYL cmu�.emaaysmormcnxnaErnw. a wreeer. omx n�nvra .vmwtawenwr.xoparsgonopTws wanmrteuv�lsmaanwz�r.mw .wrmarnn+iwrierEw�ssmrvWrra+ r.�ro7wxmm6. INSTALLATION NOTES: ® E--4— 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. t07aOHNOLocYDRIVE rma NOK OMIS,FL 34275 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FL CERT.OFAUTH.:29296 SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BE 114°. ALynn Miller,P.E. 4)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. A.P.E.#58705 SH-400 NTS 3 of 4 1032511JR INSTALLATION WITH FIN FRAME EDGE SU T TE �I DISTANCE I // EXTERIOR -T SHIM OPTIONAL EDGE J ❑0 FLANGE DISTANCE. OPTIONAL 4 FLANGE EXTERIOR ao � HEAD INSTALLATION ❑o ' SHIM FIN FRAME, JAMB:INSTALLATION u / SUBSTRATE ao� 1111 - SHIM 4 OPTIONAL ����o�•.........•�j��F',�� FLANGE P�,: ��cENse •, p No.58705 Sp ST E EXTERIOR FIN FRAME, • v1' � STATEI SILL INSTALLATION �i��C'••,�CORIOi`.•'G�=` 810NAU`��`N nnul 1 o.�,ey: om« �m,� na:i+wnwrx.R�xarar�arnmm S J.ROSOWSKI 08/01113 RIGID VINYL �imu us�� mn�ic Rarod6y: Oeb: pnWMy ANO VAOPRfETAR/:NO vorrnoxOF nits o0cu®vrunreeusmaeaw .YR/OfiNInnNU!MEtDREiSIDWRIlIB/ PEAISSi01 O'll'if P9 W7Rf6 INSTALLATION NOTES: ju(T m 1070 TECHNOLOGY DRIVE 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. NOKOMIS,FL 74275 raa' 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FLCERT.OFAUTH.:29296 SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BE 114". A.LynnMiller,P.E. suwa,m.c sem: sno"e o'"�"c'v°. ne"• P.E.1158705 SH-400 NTS 4 of 4 1032511JR Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5012 R14 Equiv Cert of Equiv AAMA101-2011 To 2008.pdf FL5012 R14 Equiv Cert of Equiv ASTM E1996-12 to E1996-09.pdf Product Approval Method Method 1 Option A Date Submitted 01/08/2015 Date Validated 01/26/2015 Date Pending FBC Approval Date Approved 01/27/2015 Summary of Products FL# �odmber or Name Description 5012.1 " Vinyl Fixed Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC 190-795CAR.pdf Approved for use outside HVHZ:Yes FL5012 R14 C CAC 190-796CAR.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 10/28/2015 Other:Please see the Installation Instructions for design Installation Instructions pressure, size and anchorage information. FL5012 R14 11 CA-440 O.pdf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval-CA-440 O.pdf Created by Independent Third Party: No 5012.2 CA-540"0" WinGuard Vinyl Fixed Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC 190-2701CAR.pdf Approved for use outside HVHZ:Yes FL501.2314 C CAC 190-795CAR.pdf Impact Resistant:Yes FL5012 R14 C CAC 190-796CAR.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other:Please see the Installation Instructions for design .10/28/2015 pressure, size and anchorage information. Installation Instructions .FL5012 R14 11 CA-540 O.pdf Verified By:A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval-CA-540 O.pdf Created by Independent Third Party.: No 5012.3 CA-640"0" Aluminum Fixed Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC CAPW-640 Certifications.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/25/2019 Design Pressure: N/A Installation Instructions Other:Please seethe Installation Instructions for design FL5012 R14 I I CA-640-O.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval-F 640.pdf Created by Independent Third Party: No 5012.4 IPW- 220 (former) F-6000/6001) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC Certification- 220.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/24/2015 Design Pressure: N/A I.nstallation Instructions Other:Please see the Installation Instructions for design FL5012 R14 11 PW-220.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14AE Prod Eva[ PW-220.pdf Created by Independent Third Party: No 5,01-2-. JPW- 420 IVinyl Fixed Window https://www.florid-alu-uilding.org/pT/pr_ap,-o_dtl.aspx?param=wGE... 1/29/2015 Florida Building Code Online Page 3 of 5 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R14 C CAC 190-423.00AR.pdf utside HVHZ:Yes Quality Assurance Contract Expiration Date m act Resistant: N 08/01/2015 Design ressure: /A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R14 11 PW-420.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eva] PW-420.pdf Created by Independent Third Party: No 5012.6 JPW- 520 WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012_R14 C CAC Certifications PW-520.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/15/2016 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R14 11 PW.-520.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Eval PW-520.pdf Created by independent Third Party: No 5012.7 PW-2100 Vinyl Fixed Window with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC Certification PW-2100.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/25/2016 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R14 11 PW-2100 pdf pressure, size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval-F 2100.pdf Created by Independent Third Party: No 5012.8 PW-2160 Vin I Fixed Window with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC Certification PW-2160.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/25/2016 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R14 11 PW-2160.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval-F 2160.pd Created by IndependentW-2Third Pa _No 5012.9 P200 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC 190-709CAR.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/14/2015 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R14 I I PW-2200.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval PW-2200.pdf _ Created by Independent_Third Party__No 5012.10 IPW96Z Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R14 C CAC 190-710CAR.pdf Approved for use outside HVHZ:Yes FL5012 R14 C CAC 190-711CAR.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 10/14/2015 Other:Please see the Installation Instructions for design Installation Instructions pressure, size and anchorage information. FL5012 R14 11 PW-2260.pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval PW-2260,pd _ I Created by Independent Third Party: No 5012.11PW-2720 PremierVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC Certifications PW-2720.pdf https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 1/29/2015 GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE ANCHOR.LOCATIONS DESIGN PRESSURES LISTED. &SPACING 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112'THICK.1X WOOD BUCKS - ARE OPTIONAL IF UNIT 1S INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD 12" BUCKS DEPICTED AS 2X ARE 1-112'THICK 6-MAX. �— MAX.O.C. 4"MAX. OR GREATER.ATTACHMENT METHOD OF 2"MAX WOOD BUCKS SHALL BE DONE BY O.C. OTHERS. I—4"MAX. 3)SEE TABLES FOR MINIMUM EDGE O.C. DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). 60"MAX. 12"MAX:O.C. 60" T 4)SHIM EACH ANCHOR LOCATION WHERE BUCK MAX. / THE PRODUCT IS NOT FLUSH TO THE BUCK SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6" MAX 1 5)ANCHORS SHALL BE COATED OR 2 MAX' �!I CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR I T MATERIALS SHALL BE PROTECTED AS i REQUIRED TO PREVENT REACTIONS. 96 MAX.BUCK 96"MAX.BUCK ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. FLANGE FRAME INTEGRAL FIN FRAME 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF I INSTALLATION SHALL BE DONE BY TABLE 2:ANCHORS FOR FLANGE WINDOWS TABLE 3:ANCHORS FOR FIN WINDOWS OTHERS. Anchor Min.Edge Min. Anchor SubstraMin.Edge Min. Substrate 7)MATERIALS USED FOR ANCHOR � Distance Embedment � te - Distance Embedment EVALUATIONS WERE SOUTHERN PINE,2.7 P.T.Southern Pine(SG=..55) 1/2" 1-318" 2-112"x.113"Box Nail P.T.Southem Pine(SG=.55) 5116' 2-7/16" KSI CONCRETE AND CONCRETE MASONRY #10 Sheet Metal Screw, UNITS COMPLYING WITH ASTM C-90. G5 Steel or 410 Aluminum,6063-T5 min. 318" 118" 2-112"x.131"Common Nail P.T.SouthernPine(SG=.55) 318" 2-711V GLAZING COMPLIES WITH ASTM E1300-04. Stainless Steel Steel Stud,Gr.33 min. 3/8" 0.0346(20 ga) 2-112"x.145"Roofing Nall P.T.Southern Pine(SG=.55) 3/8" 2-7116" 8)THE 113 STRESS INCREASE WAS NOT A35 Steel 3/8" 118" P.T.Southern Pine(SG=.55) 112" 1.3/8" USED IN THIS ANCHOR EVALUATION.THE P.T.Southern Pine(SG=.55) 112" 1-3/8" 410 Steel SMS Aluminum,6063-T5 min. 318" 1/6" 1.6 LOAD DURATION FACTOR WAS USED 3/16"Steel Ultracon Concrete(min.2.7 ksi) 1" 1" Steel Stud,Gr.33 min. 316" 0.0346(20 ga) FOR THE EVALUATION OF WOOD SCREWS. Ungmuted CMU,(ASTM C-90) 1" 1-114" A36 Steel 318" 118" 9)IF THE EXACT PRODUCT SIZE IS NOT NOTE:FORALL METAL SUDSTPAICS,SCREW EMSEDMSW SHALL RE MIN.3 THREADS BEYOND INSICE FACE OF MATERIAL NOTE:FORALLMETALSUWTMTES.SCREWEMBEOMENTSlgLLBEMN.3THREAOSBEYOND INSIDE FACCOFMATERIAL LISTED IN THE TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. TABLE,1:DESIGN PRESSURE 11111 11111 Window Buck Size Design Pressure Certification � y��......NN 111�F ��% r� kmme avExn xeraa mrErxmmn aFrvr r •. R J.ROSOWSKI 07/10/11 VINYL n¢maTuarouazwaamucwru� Width Height (+)psf (-)psf Numbers �\�Er1sE �� R AD �R�C61oxoFQ�wTNs oxawaAarnE Ices oNwmaoLrm w 96" 60" 80 BO 190123 Q: No 58705 W ® o mbce e SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAININGIL( LU 1070 TECHNOLOGY DRIVE 'O••. �+ 2; NOKOMIS,FL 34275 ^' DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. �O•. SF ORtOP.•\�, FL CERT.OF AM.;29295 PICTURE WINDOW ''•...".. SC'\ A.Lynn Miller,P.E. Ari SSiON P�,``� P.E.M705 PW-420 NTS 1 of 3 2071011JR INSTALLATION WITH FLANGE FRAME EDGE DISTANCE– rBSET A EDGE DISTANCE EMBEDMENT SUBSTRATE SUBSTRATE EMBEDMENT / EXTERIOR 1X WOOD 57� SHIM _] SHIM 0 3-1/4" qR a fl�� _ D EXTERIOR EXTERIOR 1. FLANGE FRAME, JAMB INSTALLATION FLANGE FRAME, FLANGE FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) SUBSTRATE EXTERIOR Ff EXTERIOROLL EXTERIOR � o IM onF,=A� ix O o � WOOD SHIM SHIM JX WOOD JAMB FLANGE FRAME, \��` Q�f LYNN ly/Z4F'�i,�i / (USING 1X BUCKSTRIP) `�P�ti�:'�AceNSF •;P SUBSTRATE No.58705 FLANGE FRAME, 1 Q. SUBSTRATE SILL INSTALLATION ro 9 I (DIRECTLY TOSUBSTRATE) %�Op •• FTEO�p FLANGE FRAME, /�.S•....... SILL INSTALLATION '� S�ONAI E D_or. Wb: AN9M[ MEMAaN WTARYIULIFD (USING iX BUCKSTRIP) J.ROSOWSKI 07110111 VINYL " N° Dmn°f°r DDlLSM2S Arm ars®tam 0 W PmFM11L rtana er. naq -rm,9.t,� Axnman�rAnriwAmmoxofras oonnmvrAureeram avwmaccm�v AHYFYAIWII)A1VT7fEW7f65EDK10nFH INSTALLATION NOTES: i 2.7 mu�rna raraousmies 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE(S)ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS.FL 34275 3)MAX.SHIM THICKNESS TO BE 114-. FL CERT.OF AUTH.:29296 PICTURE WINDOW 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Millar,P.E. x'°"10°" "— 1 s ' ar nn rmr 5)FIN AND/OR FLANGE MAYBE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.#58705 PW-420 NTS 2 of 3 2071011JR Florida Building Code Online Page 1 of 3 PGT Vinyl Non-Impact Horizontal Sliding Window , dl I 5 f ..O`d;'.. 1 • n.- c t,' BCIs Home Log In i User Registration ; Hot Topics j Submit Surcharge Stats&Facts ; Publications FBC Staff i BCIS Site Map ? Links i search'( Business ) ° Product Approval Professi nal � �1 USER:Public User Regulation Product Anproval Menu>Product or Annlication Search>Application List,>Application Detail g , FL# FL1844-R17 Application Type Revision Code Version 2010 Application Status A proved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments No validation checklist comment sent 1/27/15jb Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized.Signature Jens Rosowski jrosowskigpgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE , Validation Checklist-Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.florid-alu-uilding.org/pr/Pr app dtl.as.px?param=wGE... 1/30/2015 INSTALLATION WITH FIN FRAME EMBEDMENT �+ EDGE SUBSTRATE DISTANCE EDGE DISTANCE:T SHIM � - � Et � EXTERIOR EXTERIOR o O� FIN FRAME.' �O HEAD INSTALLATION o� SHIM FIN FRAME, JAMBINSTALLATION SUBSTRATE i EXTERIOR SHIM I1uuI// LYNN �CENSs '•.FSP SUBSTRATE Na.96705 FIN FRAME, 1 STAT 66FI SILL INSTALLATION ?O��'•.F[ORIOP.• \G�=. D—er Wfe: M... 1J�WASNMW [RMUNR/At11® J.ROSOWSKI 07110111 VINYL PmP�vsn¢Px�,snaPaae roPwr Raaf M• Outrc ReWb¢ .voovl wRn-um:xoPaRnawiPnas 00[tnB!!A!IagTW MRPiiGmr Pl ANI'f3WW/npUllfffEl3RRSmNRR!@! PF1U44SV(Q''FWBOVSTWES INSTALLATION NOTES: 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE(S)ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS,FL 34275 1°s 3)MAX.SHIM THICKNESS TO BE 114". FL CERT.OF AUTH.:29296 .PICTURE WINDOW 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Miller,P.E. &4-11odot 9100° mmvw0. Ro.: 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.#50705 PW-420 NTS 3 o1 3 2071011J 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUE,D) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. 1+TL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Submifted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishacl I. Chanda,P.E.,Product Control Examiner. (Submitted underprevious NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT SeAes Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon;P.E. Product Control Section Supervisor NOA.No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: ® ^ NON-IMPACT OR LARGE AND SMALLit 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE 77 3 x*x MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE ^ 5 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES........................1 q .. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS............................I =� 0 ELEVATIONS...... ....................1oo F FIGURE 1: MULL TozxwooD............_....._...2 o..a� w MULTIPLE FCPENIIIGVIIIITHFOR'IERIICALhtULL� ARCHES TO BE 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS z x O MULL TO IX&MASONRY.._...._._2 MULLIONS / —1 INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED 70 BE DIRECTLY ATTACHED TO THE MULLION CLIPS.BUT SHALL INSTALLATION NOTES................2 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN I/4•FROM THE CLIP. MULLTOMASONRY_...................3 A-D.G,N; SHAPE MULLTOSTEELSTUD................3 04 SHEETS 23MULL70 MULL........................... �b m --_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED AHCHORSPEC3........................._.3 Z w i�� III J���� ALTERNATATE CLIPS....................4 O F-• IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION.............4 W 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THR RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE i X 2 X.126 MULL SPECS...............6 � W 1 X 2 X.376 MULL SPECS...............6 INSTRUCTIONS. 1 X 236 X.376 MULL SPECS........_7 1 X2.75X.65 MULL SPECS......_....8 W Z �o O SEE OETALS / I I/ III /11 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 3.125 X.500 MULL SPECS......9 LU O In SHEETS 2a I V III __1 sEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.1251AULL SPECS.............t0 ] (--• c� ATHRUG; 1 X 4 X.376 TUBE MULL SPECS 11 F-. Q J SIIEETS2J ONLY TWO ADJACENT UNITS AT WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1X4X.375 TMULLSPECS........11 W PRESSURE OF MULTIPLE MULLIONS OR FEN ESTRATION PRODUCTS SHALL APPLY. 1.26 X 3.188 X.265 MULL SPECS 12 I III I OPENNG 1.25 X 3.25 X.100 MULL SPECS.....13 7- VERT. IJjJ m VERT• HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.....14 0 2+ MULL FOR LENGTH 1.25X 3.94 X.024 MULL SPEGS.....15 � Z F ItOPIZOLL AL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.26 MULL SPECS.............16 - J Q'5 8 °Z SEE DETAIL E, ' 2X 6X.25 MULL SPECS............_.17 T BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT ¢ U) r SHEET 3 1.26 X2.11 X.125 M MULL SPECS.._18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•X a25 BAY MULL SPECS 19 Z F-- REACTIONS. ¢ N 'o REACTIONS. 45•X 3.25 SAY MULL SPECS........20 Q Z r MULLION&CLIP DIMENSIONS-....21.23 F Z o FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-0443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2.........................24 o a PRODUCTS my ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES_........_..._._.26 W BE OF ANY TYPE. of w MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z (41/ III BY PGT. MANUFACTURED CODE,ANOARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U L7 Q O p PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d Z�V) to SEED ETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. —� 2 � S A.D.G.H; .9 nowzLL SHEETS 2-3 11 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOP MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT21 FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR-TRIANGULARITRAPEZOIDAL'. PRODUCPRBVISED m cmruriyh%wIlh the Florida 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES'1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING BUI1din&Godc OPENING WIDTH I---HORIZ.MULL LENGTH—j ) 'I LENGTH I` THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AxcptmcoN9 aS.• // MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN f/ OPENING STEP 1). ` "FORT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE Mlaml ade Product Cunlml OPENING Al LL (/ �/ HORIZ. y VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY. 1 t I I I I It///" HEIGHT LENGTH P ' MULL LTH ��\ SON NN 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `� �'��, ........... ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR' TSP,•' 410ENSF•..�c1`'P�I CAPACITY IS MET. SINGLE MULLION SINGLE MULLION OPENING WIDTH = NC•567G$ �FORVERTICAL MULL L 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT(LBS/F'f')FORTHE ;. 'IFORVERTICALDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE t ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSlFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION - a ITE CAPACITY(LBSIFT')OBTAINED FORTHE MULLION SYSTEM.THE LOWEROF THETWO SHALLAPPLY FORTHE ENTIRE MULLED FENESTRATION '�SS''.�RIOP;.••' �� PRODUCT ASSEMBLY. ��N/>,L 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MILILEWP'.E. FL P.E.N 58705 DETAIL A: DETAIL B: MULLION MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.AN SUBSTRATE. o2 u OR WOOD FRAMING WOOD BUCK AND MASONRY AND S TTACHMENT EE SEES TABLES IB-168 A (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SBy OTHERS, U, EE NOTE 1; — N 0 SHEET 1. m I a21-23 STIONCTEHFSAURIFTSNPNSADMEEALLATWRERTEAYTDHDNHBOOBELEDY L. ° e° 6I IIII III IjIII I F - ULLION •• 'r •• F�."•—��rZ MN2.7KS1 EDGE O EE SHEETS FOR HOLE I I CONCRETE OR CMU OISTANCE, W° I SEESEETABLES -7) ZOCATIONS 18-168 EDGE DISTANCE EDGEDISTF-0RhASONRY WQ O ANCEANCHORS m O F'd OR WOO — SCREWS a°d I I I SIDE VIEW Z m J 260—FOR A f— ° ALL MULLIONS O J ' EITHERTME � f � d ° ° e STANDARD OR U m ° d° OFFSET MULL Z � � EXTERIOR ° TlIISA1ETHOD. J °d EDGE Q Z r zz d ° DISTANCE 6 F Z r A FOR a a Q O Z N O ' MASONRY ° zz ° THE OFFSET CUP IS ANCHORS mti0 RECOMMENDED FOR A 44 FIN,1",IED a W J F h EXTERIOR WINDOWS,BUThNY 2�Y ALSO BE USED FOR U) (n (n OTHER FRAME TYPES. U Z Q O O a E z m(n W k� TYP.ANCHOR 3� TYRANCHOR PER SUBSTRATE, TYP.ANCHOR PER SUBSTRATE, SEE TABLES 18.168 PERSUBSTMTE, SEE TABLES 18.180 SEE TABLES 1B-16B EOGEIEND BUCKSTRIP DISTANCE AND SEETABLE9 T p7TgCHMENT BUCKSTRIP 18-168 ` +` BY OTHERS. AND EMBEDMENT EMBEDMENT' SEE NOTE 1. SHEET 1. ATTACHMENT .. •� BY OTHERS. .• • •, SEE NOTE 1, SHEET I. MIN 2.7 KSI CONCRETE OR CMU PRODUCTREVISED 'SIDE VIEW FRONT VIEW m von 8lyln®With the Fled Bu7dlCbdo ,�11 A—ptanrn No l-4 FRONT VIEW E�,1SnU Da �p INSTALLATION NOTES: �U Iwn l�d.ProJud Comm 1 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. `�\\%L ONY 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION � Q� � ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE P�.•' UCENS'•/�C�+�� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.56705 )ti 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. —'u 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. %�O S ` 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED �.�St ••<ORIOP,.••' ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRYANCHORS. ,S/pN•'j A '4 �1G+� .LY ER;KE. FL P.E.0 58705 TABLE 2A Mullion Capacity Table Ibsife Opening Width(for wrdcaly-sparring mullons)or Opening Height(for llodzonlalty-3parding mU9ona) i GO In 601n 701n eo In 901n 1001n 1201n 1401n i601n �o O Reclarguiar TapRdarg. Reelargular TrapRdarg. RwlorgUbr Ta(y4dang. fteclergular TrapTdarg. Rectaigular TapTdaig. RedarBular Trep/TAng. Rnxtergular Tmyrdarg. Rectangular T.prrdang Reclan0ular Troprtdong. a w 1%2X.376 Looding Loading Lw4ing Loadbg wmig Loading Loge. Loading Inadlr,0 lnadlig Loading Lbadng Loadhg Loadn9 Loafing Loading Loadbg Ln nB o2 7 U Alum.'rube Mullion R �it �.. p• ps a t�• £� �� .�� �� '���jI•$��! '�� '��y$$�( �� .B��+.�•$�¢. O O9 � �� , rc In W 421n 170.0 620 170.0 435 151.3 082 170.0 478 129.7 662 170.0 600 113.6 662 168.6 61a 100.9 662' 168.8 617 00.8, 662 168.9 617 76.7. 662 168.9 617 84.9 662 168.8 617 66.7 662 168.9 517 J W 48N 121.6 607 138.0 419 101.4 507 110.2 410 e6.0 607 108.7 403 76.0 607 1028 399 67.6 507 99.6 397 60.8 507 99.0 306 60.7 607 99.0 396 43.4 607 99.0 396 38.0 507 99.0 396 _ 60.6251n 103.7 458 114.0 379 60.4 450 89.9 371 74.7 456 90.6 364 64.g 456 84.6 360 67.6 458 81.3 J57 61.8 456 80.0 •356 43.2 458 80.0 356 37.0 456 80.0 356 324 456 60.0 358 W O° 0 641n 85.4 400 93.3 336 77.2 400 We 328 61.0 400 727 322 53.4 400 87.3 31B 47.6 400 04.0 316 427 400 623 314 35.8 400 61.8 313 30;6 400 61.8 313 26.7 400 61-8 313 O� O F M { 601n 623 324 66.9 276 51.9 324 57.5 270 44.5 37A 61.2 264 39.9 J24 46.9 2W 34.B 324 43.8 257 37.1 324 420 250 20.0 324 40.6 253 222 324 40.6 253 19.6 324 f3.5 253 w 631. 63.8 204 67.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.8 294 398 '237 29.9 294 37.1 234 26.9 294 3S2 232 224 204 33.5 230 10.2 294 33.4 230 10.6 294 33.4 230 J 60 In 46.8 266 49.6 230 39.0 268 424 225 33.4 268 37.5 221 28.2 268 34.1 218 26.0 268 31.6 215 23.4 269 29B 212 10.6 268 28.0 210 16.7 268 27-7 209 74.0 268 27.7 209 z q z m d 721n 36.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 186 226 225 26.6 165 20.0 225 23.6 182 18.0 225 221 180 16.0 225 20.3 177 12.8 715 19.6 178 11.3 226 18.8 776 57x 701n 3D.B 102 32.0 177 255 202 27.2 173 21.8 202 23.9 170 19.2 202 21.5 107 17.0 202 18.7 165 15.3 202 18.4 183 128 202 18.7 160 10.9 202 iS0 156 9.6 202 15.8 168 J W u dZ 76In 28.3 192 20.8 109 D.B 192 26.1 105 20.2 192 22.0 162 t7.7 192 19.7 159 1fi7 1B2 18.1 t57 11.2 1B2 1fi8 155 11.8 182 15.2 152 10.1 192 14.4 750 8.8 192 74.2 150 Q J F J Z Q m p g01n 10,8 144 19.0 128 16.4 744 16.1 120 Q Z N so In 16.2 127 15.6 113 d0=0 TABLE 213 ANCHOR CAPACITY ADJUSTMENT FORMULA: W >< ' o 0 Anchor Ca act Table(lbs) ANCHOR CAP.,"„,,,,,1_ X _ Subslmte: 23KConcreto JSk Cmo. H03-CIAO Filled CMU PT Wood Metal (DP)X MULLION CAP.,,s,,,,/-ANCHOR CAP.'- a 6v eYi) Y Sn16'Elw 1/4'SS Elm 5'1C Elm 1/4'.S Ek. 910 61oc1 012 81ca1 D72 8lc<{ U X Q Anchor Clip Patterns AnchorTyPo: 3116'Elm Ullmcon 1/4'Elm Ulirecon 3'18'Eiw Unmcon 1!4'Elco Ulimcon Ulbaem AOOreGaIQ Uluecon AOBaaGatar sercw(G5)screav(G5) 8craa(G5) USE THIS FORMULA TO OBTAIN THE Z CAPACITY REQUIRED"CORRESPONOWG TO AN d�� 1-Now"'mi Edgv Oislenca M): 1' 2-112' 1' 2-7IZ' bf/8` 1- 2-112' T 2-111' Y 3-98' 2' 0.48' 0.54' 0.324• sEmhdmen10n1: 1-314• 2412' 1-314' 1314' 2" 1-174- f-1/4' f-f!4' 1-174' i-114' 1-714' 2' ACTUAL PRESSURE REQUIREMENT FOR THE aOPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors®4.75'Min.O.C.I SlaMard or O9sel Clip(Fig.1): 390 fbs 39D lbs 450lbs We lbs 16141)8 270 lbs 280lbs 354 lbs 7401bs 3741)866110s 9461ba 3411)8 �12 5I-2o 4 Anchom@1.15-h11n.O.C.l Standard(or Ofdet)Clip(Fig.2): 4901bs 700 lbs WA WA NIA WA 390 fbs N/A N/A WA WA WA 662 roa t12o lba CAPACITY(FROh1THE TABLE)OFTHESELECTED 4 Motors®3'Min.O.C./(2)245 Arg)pips/(FI9.3): 780 N9 7801Ds 6931Ds 76801Ds 18981Ds 5101os 560 Rrs WA 780Iba 7491ba aeolw 199z ros 6ez ros ttw ma MULLION.IT WILL YIELDAMINIMUh1 ANCHOR2 Am[-@ 0.45•h11n.0.0./UC{ip,Into.125'Alum.(FID.4k mon WA WA WA NIA wA NIA WA NIA' WA wA WA N!A 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancbor! MF (Fig.5): 195 Ibs 196 lb, 225 IDs 445 lb, 822 ft 135 lbs 140 lbs 177 Ili, 370 Ibs 187 lbs 332 lbs 4731ht 170 lbs 2X1 Ibs leo Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclrora 8a 1.15'MIn.O.C./F-C9p(Fig.61: 2401bs 3501ba NIA WA NIA WA 190 lbs NIA NIA WA IUA NIA 3111Ds 4421bs 5801Ds ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NRODUCrREVISI3D FIGURE 1: FIGURE 2: TABLE NOTES: ou7dl9g !th the Ni9ddaf} 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. A"�p�1C0 No ---� 1.000" �� L� Da% SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r . -. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 13 ALLOWABLE. I Almd adcfY ucl Control 1 FIGURE 3: %1111111 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" ��`` .�LYNN df /17j FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. pN,,....,,. 15. ''•�F� i ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375" '•.3c t4.;: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125' 1"X 2'X.375'MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST-125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .•,� J�'E THE MATERIAL.1110 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ",S9/ONAL A.LYNN MIL'LE'R,P.E. FL P.E.#58705 --� 1.000' f-- --+ 1.000" 740• II .083' .385" .062' I }�{ .125" YI 1-.125" 10 002' .438" I _ I 1 w 4.000' - � •125'STANDlU2D CLIP o2 � � 4.000' 4.000' 2.000' 2.125' 2X5ANGLECLIP '- 2.625' 6063-1;6 ALUM. 2.000' 'u .125" XSECTION -•CLIP 6063-TGALUM. 10 I 1 8083-TB ALUM. X-SECTION .125' N .125" XSECTION 7t DD I co.125"-- .12� �N L .0311 - Z rA 125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 375" '1J5 .375" - DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE 2 ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR Sc d'= HOLE DIAMETER:ANCHOR DIAMETER+7/16'. W m 0- O 1'X4'•X.125J 1'X4'X.375' 1'X4'X.375' 5.500' ca Z M F- MULLION MULLION 'T'-MULLION _CUTHERETO 6.000" 376• (9 co 6063•T6 ALUM. 6063-76 ALUM. 6003-T6ALUM. - 3.125' .375' .376' "� CREATE F-CLIP,SEE Ir '-MIN. U) J X-SECTION XSECTION X-SECTION MIN. DETAIL F,SHEET4 Z y Z Wz m 1.250' .376' CENTER OF r_________ ___________t_ .375' 1.250'--1 1.260' i I I i 1 i- I ANCHOR HOLE MIN. Z MUST LIE WITHINI I THE DASHED '„BOUNDARY.SEEU rn2.87 E I} --- SHEETS 5.20 FOR j t Z Z . oI II 1 I � THE ANCHOR O.C. Q 665 d3.94" I 1 F DISTANCE. I MAXIMUM I I (Ny1 O� & $ 3.250' 3.250• I I i i ANCHOR HOLE i 10 Y Y I I I I I DIAMETER: 1 F- J � (n -.100' .700- L L_______� ANCHOR i � CJ Q ------ I DIAMETER Ill ----- Q Q O 2X5 ANGLE 0 10 .100' - 6 83 T8ALUMP SZ � G_ 824" 624" STANDARD CLIP U-CLIP - -(- CENTER OF ANCHOR HOLE MUST LIE 8003-T6ALUM. 6063.76 ALUM. TOPVIEW o° N --I .020'1--- �-•-1.620' 1-- --i .820'1--- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25*X 3.25'X.100' 1.25'X 3.26X.624' 1.25'X 3.94•X.624" SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenslon Value On) For Mullion: Dlmenslon Value(in) For Mullion: 6005-T5 ALUM. 6005-TS ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1/16'. F 3.687 1'X 4'X F 1.838 1.25'X3.25' X-SECTION XSECTION X-SECTION G 1.000 .125' G 0.500 X.624' 3.ggg• 5.500" -I H 2•� AluTube Mullion H 1.438 Aluminum 2.661' I I 3.000 7�be Mu6ion I 3.250 Tube Mullion \I .125" I MIN, .376' F 3.187 1'X4*X F 2.625 1.25 X3.94- �7.37T� -125' 1.877" I MIN. O 0.757 .375' G 1.125 X.624" ROAUCT I:LWISED ___� _______� H 2.430 Aluminum H 1.500 Aluminum u ompllingVNIW.'loil 0 I I I r I I 3.000 Tube&'T" 1 3.250 Tube Mullion UOdiu3C104c/�L •-11/1 2,250 11.25-R3.2 F 2.613 30'Ba Mull avtm w No .125' I I I 1 I I G 0.750 X.100' F 2.875 45-Ba MUII - T, H 7.500 Alurnlnum X45' 2250' I i I I I I I 3.250 TWe Mullion 30° I I I I P41am1 ode Pro uct Canuol I I I H I . 3.250' 1 I I I I TABLE D t 111 1 1 1111 45°BAY MULLION 3.250' ` j I PGT Pert# ��� $( 1. N/1f 30"BAY MULLION 0063-TOALUM. _______ Mull.Olmendon `^ p\•,..... /(( 0063-T6 ALUM. I X•SECTION (shoe!N) Mullion Sid,Clip O(lce(Clip U-Clip Angle Clip `���,.•'•�tGENSG FAQ X-SECTION ,_ I I _ V.X4'X.12Ti(10) 69364 66011114 6661122M 6%241M 666518M OFFSET CLIP � )rt' No.58705 r T I I r .125' G 8063.76 ALUh1. 1'X4'X.375'(11) 66610 W611214 6WI123M 66624214 86651914 .228"J I--,981'�I •226"J �•g87'.-I TOPVIEW 1'X4°X.375"7'(11) 80653 GWI12M OW1123M 666242M 66651014 _ �t 740- 1 �°I S NOTES: � rY 1.25'X3.25'X.100'(13) 20180 600112714 688112414 086241014 068511514 1 1.25'X3.25'X.624'(14) 20181 886112814 8601125.. 066241114 6fi05116M S ATE 1' �C/" 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.94'X.624'(15) 20782 668711714 866112814 88824114 68867714 �'�T�••.,,FLORIO�,•_'`�\�\� 30 Oegreo(19) 86649 WA WA WA 8885110M ,��tSS •'•'•• \�� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. rr /QNML 3j SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 68850 WA WA WA 6fif151 f 114 rr I, r�' A.LY�I<L MICL�R,P.E. FL P.E.#58705