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HomeMy WebLinkAboutProduct Approval 1 A SCIS Home Log In I User Registration Hot Topics ; Submit Surcharge stats&Facts ; Publications Contact Us BCIS Site Map Links Search Florida axr" Product Approval RECEIV s. �. �L.x�USER:Public User ED lowIL :. . JAN 16 Product Aooraval Menu>Product or Application Search "Plicationtion ail 2020 o' FL# l ST, Lucie county, U (� Application Type Permitting Code Version Application Status d by DBPR.Approvals by DBPR shall be reviewed and ratified C and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries 09U�' COPY Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com i i 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 Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/15/2017 Date Validated 12/05/2017 Date Pending FBC Approval 3 1 i i M IAM I•DADE MIAAff DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢oyleconomy PGT Industries,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 shallnot 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 rev ceptance, if it is determined by Miami Dade County Product Control Section that this prod maten fa to meet the requirements of the applicable building code. This product is app, ed as described erein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurri ane Zone. DE5CR]PTION: eries"PGT"Clip ed Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOC NT: Dr mg No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 o 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 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 be cause 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 of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0630.01 MIAMI•DADE COUNTY l Expiration Date: May 26,2021 A roval Date: November 09,2017 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS I. 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. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 50' Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FSC-6'' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 1.6-0218.03, issued to PGT industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. 1 f 4 i i t jgE _ f Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 1 Approval bate: November 09,2017 E-2 i s i a pN n+ Y DETAIL A- DETAIL B; MULLKTN o MULLION TO 27C WOOD BUCK MULLION MULLION ATT I D TO 1X BUCKSTRIP TYP,ANCHOR OR WOOD FRAMING WOOD BUCK MASONRY 7TAND PEERSUBSTRATE UBSSTR TS,0 ,3B '� (OFFSET CLIP SHOWN) (STANDARD LIP SHOWN gCHIiENT OTHERS, BE TE 1. t t j MULLION I 'SH 1. ,`o (� u'w EITHER THE I I 21.23 FOR HOLESEE SHEEIS ' q°I. I MIN 2.7 KS1 ••' 1•. '•-• tom' EDGE d I I 1 CONCRETE OR CMU DISTANCE. OFFSET MULL a I' LOCATIONS n I I ,I SEE SEED TABLES LA EDGE I EDGE DISTANCE 18-180 N CLIP MAY BE DISTANCE Ca �•''/ 0 1 a —MASONRY 7}iSS tE'SH06 a a $CRR WOODEKS F I I ( a ANCHORS L7 W Q 00 (!1 x601 MAX FOR °4• i ' SIDE VIEW CO z LU 4 ALL MULLIONS da, I- O 0 . a d '1 a EtTHERTHE z n ° $TANOARO OR '2 Z V m = . °.e tl. OFFBETMULL � Z a w a ctIPMAraE w EXTERIOR INSTALLED ar � t-� 90 EDGE THIS METHCO. J Z z a� DISTANCE i( r T FOR 4a^'i, 2 a O Z N O] .a MASONRY a e THE OFFSET COp15 ANCHORS0 co EXTERIOR °a RE FlN FRAMED a Do J SRO go WINOOWS,BUi MAY W J ' ALSO BE USED FCR OTHER FRAME TYPES. 9 a �' E- Y Y (qO) G7 U z < 0 0 ¢g z d mO]cC TVP.ANCHOR ANCHOR TYP,ANCHOR PER SUBSTRATE. PER BSTRATE, O F $ �''��•'� PER SUBSTRATE, SEETABLES1S16B SSE T LES 18.138 SEE TABLES IB-16B EDGEIENO PRODUCT REVISED , DISTANCE Bt7CKSTRfP as complying with tho Florida SEE TABLESAND Entitling Cade i EMSEOMEVT BUCKSTRIF 10.138 N ATTACHMENT OA-No. 17.0630.01 AND EMBE ENT• ^ ; •. ATTACHMENT SEE NOTE,. Expiration 13ato 05/26/2021 ]' SEE NOTE By 1, SHEET I. SEE NOTE 1, - •• fr. 1.`• y SHEETI. • Miami-Da Product control . • MIN 2.7 KSI CONCRETE ORCMU SIDE VIEW FRONT VIEW J FRONT VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 tt L I I I I T I t1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �ON...........LYNNM/ ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE `'C •'LiCEN , i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER 70 THE TABLES ON THE ���;.• •,••� J FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. * No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HM04EAD OR FLATHEAD. - �].,,..L_r*r 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET S. T� LY` 0�,.• s ATE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED i��t�SSr ELCO ULTRACON OR ELCO 1114"S.S.AGGREGATOR MASONRY ANCHORS. J, IV.iI `,� }� AR,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: b FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION. o (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) � a g SEE DETAILS A-0. 30'OR 46' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL LD TOSPECIFIC SUBSTRATES. N U MULUON o ' o z o o 0 w O O O 0 O O O O TOP VIEW �LU o SIDE VIEW TOP VIEW i m z m UJ SHOWN'NITH 1'X4'X.126' MUI.UCN I j I I z ! I I TYP.ANCHOR F. Q .EXTERIOR I I PEETABS S 1513 U g m 2 I I I I �SEETABlE315BOR18B Z �, �0 j 'TYP.ANCHOR I I i EXTERIOR v �Z STRKrF STANDARD MULLION CLIP I SEETABESIB-1 I I Q Z MODIFIED TO FR FIELD I SEE TABLE9IB-14B I I CONDMONS. 'I YX6'ANGLE CLIP, Z Q Nm I I I I I 2 PER MULLION END,MUST BE O Z I I I I INSTALLED INSIDE OF OAY MULL �0 'O CD MULLION I i I I 1 O U) J R 2 I I (n i I ii I i o W FQ-. YoY 2'X5'X.126" ~ U) N ANGLE CLIP, U Z ¢ Q I I 2 PER MULLION END, Q 2 Z A I MUST BE INSTALLED �$ I I INSIDE Of MULL —¢ L�' (Ifzl1' I cT j PRODUCT ggREVISED �TYP.ANCHOR BuIldinas giCodewith the Florida PER SUBSTRATE, NOA-No. 17-0630.01 � SEE TABLES IB-I3B IMO WOOD, (rf/' STEEL ALUM Expiration Date 05/26/2021 STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR •'` INTO WOOD,STEEL BY ALUM,CMU OR MASONRY MODIFIED IN.FIELD. \ Mlaml-D Product Contro EXTERIOR ®� OEOG C%k Rv5sk © ® INTOWOOD,STEFL ALUM CMU OR MASONRY 1 MO ® ® GE DISD TANCE Z PER ANCHOR w %it EDGE -�- , Dts7ANDE NOTES FOR INSTALLATION OPTION G&H; \�� apNY•LYNN�/,, PERANCHOR O L S t)USE 2 ANGLE CLIPS PER MULLION ENO.CLIPS MUST SE INSERTED INSIDE OF MULLION. z Q�.•' IGEN F C��� NOTES FOR INSTALLATION OPTIONS F: `* No.58705 I 2)DETAIL G:SEE TABLES 18-1413 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125"MULLION- LOCATIONS. 2)SEE TABLES 1&13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOVE r ���'. `SKATE T:•�(V�� LOCATIONS. F- 3) 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. a A.LfNNIM9EL ,P.E. O FL P.E.#55705 TABLE 1A H o a Mullion Capacity Table bsHt Opening Widdt(forvenicaly-sparring mullons)or Opening Height(forhodmrttaly-sparttlrg mullions) 'cf a 5 Coln 60 h 70 in 8o it 90 In 100 In 12D In 140 01 1601. Rectanpukr Tmpfrgen0• Rectangular TroP/Tnenp. Rectangular TmplTdatg, Rectangular TreplT4ana Rectangular Tndpnitang. R-WiIutm TrapRHang, RsotangAv TmpRrieng. Redengulw TtzprOlmrp. Rmtangdkr TrWiliang. k"� F 1%2X.125 ,t-111-9 LomOLoa ag dm Loaii-a { rm oad.9 Ldng LomOnp L�dkg Lmdng Ladg Loading Loadng Loafing L_Od g Lm09 Loadnp L eiog Londng Mum.Tube n .S F_ .i:' ..., '�' Aa.. z` k' A &' :?" a k' v 'F .... 'i' -. A. Mullion a s $ a a A� a a �� $ g� ag � Z ^ H a t� �i a 3 s a t� a t cV t s t alp ¢D s� 4 = $g$ & �_ p� ° y" @ 5�� p tom U {�ci Sa -`2rc 5 d�K �4 d E drC tY �� C � C �� ."c $ ^.fl Ec �4° fK tic d 5e . t ]Ec C ".2� K ,'EE K W.a' z N w Q fT to 111.9 408. t29.5 372 93.2 {O8 St6.5 325 79,9 408 107.8 32f 09.9 408 104.4 379 6zi 408 104.0 319 55.9 408 104A 318 46.6 408 504,0 Me 39.9 408 104.0 We 35.0 408 104.0 319 N J 48k 74.8 312 838 258 624 312 73,4 252 53,5 312 67.0 248 48.8 312 832 246 41.0 312 61.3 244 37.6 312 61.0 244 31.2 312 61.0 244 20.8 312 61.0 244 23.4 312 81.0 244 � rn D V 5a.625In 63.9 291 786 234 53.2 281 61,5 228 45.6 281 05.7 224 39,9 281 521 222 35.5 201 60.1 220 31.8 281 49.3 219 26A 261 49.3 210 22.8 281 49,3 218 20.0 287 49.0 219 Fy � �$04 1n 52S 247 57.8 207 43.9 247 49.8 202 37.6 247 "A 199 329 247 41.5 198 29.2 247 39.4 194 26.3 247 38.4 193 214 247 38.1 193 18.3 247 38.1 193 t6A 247 38.1 193 re 115 O !D m c 60h 78.4 200 41,2 170 320 200 36A 168 27.4 200 31,6 165 24.0 200 28.9 160 21.7 200 T7.1 159 19.2 200 240 157 18.0 2C0 25,0 156 H � � 'a 6]in 131 101 75,J 160 27.8 181 30.3 152 23.7 161 2&9 148 35,7 181 24.5 146 18.4 lei 22.8 144 10.6 185 21.7 143 U 4 o �`^ Z fid"' ..� 88 M 12&8165 30.6 142 24.0 165 28.1 134 206 105 23.1 136 ICA 165 21.0 13472m 139 23.3 120 18.8 1MB 10.9. 118 15.9 139 17.5 lie W � WTOM 125 19,7 109 15.7 f25 16,8 107 :;,iaQ 76(n 1s6 tsa Sad � t- = Q N � TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: � z Anchor Ga c Tabu s a F' .3 II so ANCHOR CAP.,,d,,,,,, (0 r a A uoa!mle: 27k eomreta 358 conn. Molaw G4U 8110 CMU PT Woatt MateI (DP,m)X t }=ANCHOR CAP..,, vim» N o B 51+6'a 1N'Ss Eko 5156'Etc. 1M'89 Elco Ino stem 612 steel 812 steel MULLION CAP.,,d„� o W herTypa 3116,Soo U t... 114-efcp Lm=. 3716`Eko(11mon 114"Eko Urtrecm X Y Y Anchor Clip Patterns ulM. AppreGatcr vutaoon AppMG11or sortw(051 scmvlCS) 9cr4wr(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR ® � N rn to -CeS I' 2•1rr i- 1 2.1re 3are' v z-tn• r 2arr Y M-ue' T 0.46- D.s4- 0.324^ CAPACITY REQUIRED"CORRESPONDING TO AN I;* U ment nT 4314• 1-3/4' 1-3/4' 1.514' r 1-114" 1.114' 14/4' 5.114" 1.1/4- 1-114* 2' ta/a. 131s' w les ACTUAL PRESSURE ftEQUtREMENT FOR THEznnvrors®4.7SMm.4c./sIFtg,I): Seolba 39oma a5oms E9omsfe44ms z7oms leg lbs 754 ms 7aolaa J74los 6fams 946 ms 341 ms aazms SDDros OPENING,WHEN IT IS LOWER THAN THE MULLION 0¢. � mO4 Anchcn i8 1.15^Mtn.O.G 1 Stap a'�v,2): 4801ba 700 ma NIA WA NIA N81 38o Lbs WA N7A N/A WA NA f82 Lbs 885 ms 1126 Lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 0. `c` �,� 4ArcMrs4➢3"MIH.O.C./ /(Flp.3k 7ee m4 790 ma eetl ma 1580 Ids 1996 me sao ms Sao ros N1A Iso lbs 746 itro 689 ms tae2lbs 6a2 ms 8851bs tt2o lbs MULLION.IT WILL YIELD AMIN IMUM ANCHOR T AncBon Q 0,43'Mk.O.c,/U-Gip,W.,125 Atom.(R;,ik WA WA WA WA WA WA WA N1A WA WA NIA WA WA N!A 718 iR CAPACITY WHICH MAY BE USED TO QUALIFY U t Androrr F4;9v ffb.5K fes les +9sma 225 my asleaezi m: 135 ms lao les to IG1 37o ros 56715a 332 ms 473 ms Holds 221 Ibe zetl laa ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2Anctmn:01.15'MIH.0XJ Ftitp 6k1.8y: 240 Lu 350me WA WA WA N/A lGo ms WA NtA NtA WA WA 34t 0t4 442 tis 680I<M AN CAPACITI'TABLE as comply)ng with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Code NOA-No. 17-0630.01 expiration veto 05/26/2021 Mlam+D b Produra ,,. FIGURE 1: FIGURE 2: TABLE NOTES: d ® 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. ---� 1.000' r-- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. I r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11 1v ANGLE CLIP MUST BE USED IN PAfRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED •125' ``�v��(�NY I.YN/� frrr FIGURE 4: FIGURES: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C90.WOOD SHALL BE PRESSURE-TREATED "�1�',r' LtGENSF'•.l� YELLOW SOUTHERN PINE WITH AN SG OF 0,55,ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125 O g THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2"X.126 MULUON .:73 No.58705 LEAST.125 THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND , O L11 THE MATERIAL.#10&#'12 ANCHORS INTO WOOD MAYBE STEEL,10-8 S.S.OR 410 S.S. . ��O•• STATE Fr� �: err CONAL S A.L�fKtdR411t1AE�,P.E. FL P.E.#55705 r E TABLE 2At Mullion Capacity Table IbSW to Opentng Width(forlartica}ry-spanning m78(ons)or Opening Height(for tmd2onfally-6paruning mtacris) 50 In win 70 in BO In so In 1001n 120 in ISO in 160 b1 Recmnguie, Tmpimmv. Rectangular Tap?dang. Rectangular I Tmp7idang, Rectamular Tmpralang. Ra"n"gier Treprra-10. Reatargdar Trap°Tdang Rmiangufx Tmp'Tdana Raotan9olar Tmp•Tdarq, Re nguiar Trap77deng o t= 1 x 2 x.375 Loading Loading Loodireg Lmding loading Lo Sere Loading Loading Loading Loading Loading Loading Loadbq Loading Loading Lgmling Loading Loading `= w Alum.Tube gF z' a -., a@g '_ �$• z a r _ $FJ_ x n_ is (Fp a �• ya•y F, S �_. a, y, (F' S Mullion 3 c 8 E g A g & 6 c 11 gig Fs a �o` {5 ��' c 2• B ti�' �' 115 tP$ 73 ti U S y` d c3 U 9 8 U CN 0 I- I 2 $ d`¢ d to, d $@ cC EE• 30; 5c 4`' 6ffi S d¢ Kd �� 2K5 So, dK Y dti: � 8 $a� � d z �" W 42 in 1740 620 170.0 435 15t3 562 1700 478 123,7 662 Vag 606 113.6 662 768.5 file 100.8 Bet 16119 617 Bab eat 168.8 517 75.7 662 18&9 517 64,9 662 18&9 517 6&7 602 1889 617 U� 0 2 W 481. 121.9 507 138.6 419 701.4 607 119.2 410 B6.p 507 1047 403 T6.0 607 1028 399 07.6 607 99.6 397 689 50T 99.0 396 50.7 607 99.0 396 43.4 507 99,0 396 3&0 507 99.0 396 a - 50.625 in 1037 456 Y14.B 379 8&4 456 99.9 371 74.1 456 90.6 364 648 458 84.5 360 S7-e 4613 '81.3 367 eta 465 80.0 356 432 456 S&0 356 37.0 456 80.0 366 324 456 SQO 358 R'. S I 441n 85.4 400 93.3 336 71.2 400 80.0 328 61.0 400 72.7 322 53,4 d00 87,3 318 47.5 400 64,0 315 427 400 62.3 314 35.8 400 61.B 313 30.5 400 ate 313 2&7 400 61.8 313 (2 LU cD� � O 60 In 623 324 66,9 270 51.9 324 67.5 270 44.5 324 61,2 264 3&9 324 469 260 34.5 324 43.9 237 31.7 324 420 266 260 324 40.5 253 222 324 4a5 253 19.5 3?4 A&5 243 m LU F t° 119 C 83 is 53.8 291 57A 252 448 294 4" 240 384 294 436 241 336 284 39.8 237 29,9 294 37.1 234 26.9 294 35.2 232 224 294 33.5 230 %2 294 33.4 230 1&8 204 334 230 -ty 5 681. 46.8 268 49.5 230 39.0 268 424 S33.415 221 29.2 288 341 218 28.0 268 31.6 245 73.4 265 29.8 212 19,6 266 2&0 210 187 268 27.7 200 14.8 298 27.7 209 cs <72In 35.0 225 37.9 196 30.0 226 322 4 188 225 225 266 185 T&0 225 23,5 11821 780 275 221 180 160 225 20.3 171 129 225 19.8 176 113 225 19.6 176 7@In ."0.fi 202 •320 1P 265 202 272 9 176 19.2 202 21.s 197 1T.0 202 1B.T 165 1S3 20Z 18.4 163 126 202 16.7 160 10.9 202 1S9766 &6 202 184 158 �&^ J R2 78In 28.3 182 29.3 188 23,b 192 25.1 O iB2 17.7 192 19,7 159 1ST188 156 11.8tat 192 149 160 8.B 182 14,2 160. aQ 80ln 1&6 144 19.0 120 154 146 t&1 J r Z Z~ Q N O 961n 152 127 15.6 113 i- Q Z TABLE 2B 40 � oA0 Anchor Ca ae Table Iba ANCHOR CAPACITY ADJUSTMENT FORMULA: ti r>m o SuDstretc 2.7k eommte 3.5k Cane. Houow CMU Fuzed CMu PT Wood Matat (DP-)X{ANCHOR CAP.,�,,,,,,t_ANCHOR CAP.- O' N X L48'Elco 174"SS Mo.5110"Ebo 174•SS Ela. 0.10 steel 012 Steel 012 Steel MULLION CAR„„,,,a„ Anchor Type: 3116'Et.inimron IW O..1A0aoan 3'18'Elco uli- 114"Elco UIMow U X Q wy ArlCtror Clip Patterns ttmaoon Aggrecetar (Stecon Agg;aGetor screw{G3)screw{Gs} Sc1aw(CS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge DSWnae pn7 I• 2-172' .r 2.12 3-116' r 2-tri• 1' 2-1/r 2• 348• r SAW 0.54' x324• CAPACITY REQUIRED"CORRESPONDING TO AN Oto Embedment fen1-374• I-W* Iaw tart" 2• 144 I-lW 1-114• 1-114• 1-114' 1-174• r tare^ 1.36• ,utas ACTUAL PRESSURE REQUIREMENT FOR THE a o �O s:0. 2Anchom 04.75'Min.O.C.I Standard!w OfMet 01p(Fg.V 399[be 390103 4500. Was 104410.1 2T01ba 26012 354]be 740 IW37412 bed lbs 9469n 341 Me 4421bs 560 1b. OPENING,WHEN IT IS LOWER THAN THE MULLION U`- •� amt. 4 Anchors @ Y.75•Min.O.O.181andud W011mr)00(Ftp.2k See IM 700(be WA' WA WA WA 380 the WA NIA WA WA WA 6521ba 480 bs I=lb, CAPACITY(FROM THE TABLE)OF THE$ELECTED ' 4 Ananors C 3"MIn.O.C.1(2)215 Anale gips I(Fig.3k 780183 790 be 680 bs imo Ins 1896 IN 5401bs 500[be NIA 180 be 746[be 880 the 18920. 682[be 665 tba -7120-12 MULLION.IT WILL YIELD A MINIMLIM ANCHOR PRODUCT.REVISED 2 Amb-01145'MLt O.C./LLalp,hm.125'Mum.(Flt.4): NIA WA WA WA WA WA WA WA WA WA WA WA WA WA 715[be CAPACITY WHICH MAY BE USED TO QUALIFY A.comprying with the Florida 1Arrchar/F{71p 1FIa.sk I'S IDS 193 lbs 225ha 44523 6221M 135 b4 140[be 177103 37012 187 iba 332 1b 4ti-c 17012 --j2-1iba zso bs ADDITIONAL ANCHOR OPTIONS FROM THE Building Code 2 Matas l.iS MIn.O,C1F-OIp(Ag,Bk 24012 3501be WA WA WA WA 1901be WA NIA WA WA WA 341144 4421ba--Tnbs ANCHOR CAPACITY TABLE- NOA-No. 17-0630,01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 85126/2021 By MTnm ad roduct Control FIGURE 1: _ FIGURE2 TABLE NOTES: ) 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. (--- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. FIGURE& ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23, 2040' 177 711 I I t ry7 ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��„(�J.�N•"" ''�/ �!r 'y10ENyE'•.�{ ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T *.' No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.$5.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' ( = THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X 2'X.375"MULLION ..O LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •�- tp ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. %;�0�'., STATE F ••!rj ':FLORIDA.-•' \�� r s'gNAL1 �.�. A.LYNN MINER,P.E. FL P.E.#58705 TABLE M eo Mullion Capacity Table(lbslW) Opening Width(for 6911icaly-spaying mullorls)or Opening Height( ho w*r anrtlng mu7fon5) Q 50 in 601n 7o in e0 in 9 I f 1001. 120 in 1401n I So in u w o Reclengukr Trzp/Tdong. Rectangdar .p76o g• Redengalar TrepRdm�g. Rectangular TFeprm-g. ReetorgoTar Tfaprtnang. Rec ar long. Rectangular TmpRden9• Reelanguar TrapRSeng.[RIJ,1%27SX Wedng Loadrg Loading Wadng Loading Loadn9 Loadng Leading laadkg Wading Load Lording Wading Ldog I.-Ig Loadng .dn9 Laadog.375 AluRI. yL Z ,r Tubo 'rJ 'd 4 9 4 4.. '9 ' .. 4 4Mullion a $� gg� �� gx g� �� �� $ � � @ � 3� � C4 " � ` 9Z ;rOul42 In 170.0 ON 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 892 170.0 519 170.0 1116 170.0 621 1700 1240 170.0 621 148.7 1301 170.0 521 127.8 1301 170.0 521 .5 7301 17-3.-3 521 J U) 48 in 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170A 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 .4 1139 170.0 680 "'1 (n !0.625 In 170.0 747 170.0 563 170.0 896 170.0 Lr 631 167.8 1032 170.0 684 146.8 1032 170.0 723 NO.S 1032 170.0 747 117.4 1032 17hg 756 97.9 1032 170.0 756 63.8 1032 170.0 750 734 1032 170.0 756 (=9 W CDS F 64 in 170.0 797 170.0 612 151.3 1107 170.0 691 1382 907 184.7 730 120.9 907 1526 720 107.5 907 146.0 714 90.8 907 141.1 710 80.8 907 1400 709 69.1 907 140.0 709 6.5 907 140.0 7C9 m M W 141.1 735 151,5 925 117.6 735 130.3 611 .100.8 735 116.0 599 582 735 106.2 690 78.4 735 99.5 683 7 735 .1 578 58.8 733 91.8 574 50.4 735 01.8 874 44.1 735 91.8 576 to Q Z 631. 121.9 666 130.0 570 MIX SM 111.5 557 87.0 666 98.9 547 762 668 90.1 538 67.7 666 B3.9 0 60,9 666 7 8• 528 50.8 6fi6 75.0 621 43.8 666 78.6 821 38,1 680 75.8 521 � � t In 106.0 607 1124 522 88.3 607 86.1 511 75.7 B07 85.0 501 642 507 77.1 493 58.9 fi0T 71.5 8 53,0 807 .8 4B1 442 607 63.4 476 37.9 697 627 474 311 007 627 474 /_ � Z 0- 1 j 72 In 81.6 510 85.8 443 68.0 510 73.0 434 50.3 10 64.3 428 51.0 510 579 419 45A $10 53.3 413 310 50.0 405 34.0 510 45.9 402 29-2 510 44A 399 25.5 610 44.3 399 `1/(1!1/1 /� � � �e 8 �O 761. 69.4 458 726 400 57.8 438 613 392 49,6 458 54.1 305 43.4 458 485 378 35.6 458 44.6 373 34.7 450 41.6 368 289 456 37.7 362 24.a 456 36.0 359 21.7 45a 35.7 358 6 � 78 M 64.2 435 67.0 381 53.5 435 68,8 373 45.9 435 49.8 385 40.1 435 44.7 360 35.7 435 40,9 355 32,1 435 381 351 28.8 435 34.4 344 22.9 435 328 341 201 435 322 I FQ 961. 41.5 327 411 290 34.8 327 35.4 285 29,9 327 31.5 280 2&1 327 283 Z75 232 327 25.7 271 20.9 327 217 2E8 17.4 327 21.0 262 14.9 327 19.3 258 - F Q re Z N C7 F 03 ! (O 951n 34.4 287 354 267 28.7 287 29.9 252 24,8 287 25.0 248 21.6 287 211 244 19.1 287 20.0 240 17.2 287 19.3 237 10.4 267 18.9 232 a O to 1081. 242 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 227 16.0 199 / 1 ^ U) LO X �° v 1111. 223 215 22.7 194 10.6 215 19.1 181 15,8 215 16.6 188 / , /45 52'bcc �///QQQ JJJ r 120 in t7.6 184 17.9 167 U X Q c9 Q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: co Arch zm0 yco Anchor Ca aci Table lbs ANCHOR SubsTlalx 27k Ci-rete 3.6k Cona. H.0-CMU FIBed CMU PTWood Metni (OP-)X( )=ANCHOR CAP.,m, V 9/18'Elco 114"8S IXo 5116 Elco 1/d•S8 Elca BIO Steel 612 Steel 012 Steel MORMON TO OBTAIN Anohor type: 316'Elco Ultrecan 716•Elw I18racon 3'16°Elap Muacan 114•Elco Ulceeon Anchor Clip Patterns wlwcon Agen3Gamr Uuracon AppreGelor Scow(GS)ealaw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Edge Distance(In): 1• ZIM I- 3.116' 1- 2-1/2' 1' 2.772• 2• 3-118' 2- 0.46• 0.64' 0,326' CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Embednent(l.l 1-314' 1-374' 1-314• 13(4' 7 1-174" 1.114' 1.1(4" 1-114" 1-1/4' 1-1/4' T 1316 1-318• wrier ACTUAL PRESSURE REQUIREMENT FOR THE 0.%,ng Coda 2AOch..@4.7SMlo.O.G/SMndmd or065al Up(Fg.17 390 IW 390 bo 4sOm 890 me 614 be 770 Ib. 2B0las 954 ms 7401171 3741173 6641ba 946Iaa 3411be 442 lb. 660 b4 OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Anchor®7.15 Mm.D.C.!SlendaN(or016e1)Clip Fig.2): 490165 790173 wa WA WA WA Seo IC WA WA WA WA WA 682 ma ass ID• neo lbs CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4 A..I--Q Y Mn.0. Angle pips/U9g.3): Teo Ib9 780165 6801" ma 1896 b5 5101173 5601bs NIA 760 lb, 748 ft Sao lbs 1892 In 682 m1 685 lb, 11201bs MULLION.R WILL YIELD A MINIMUM ANCHOR P 2 Amh=49.0.45*Min ..=�CHOR um.(Fig.4), WA WA NIA WA WA N7A WA N/A WA WA WA WA WA WA 715 bo CAPACITY WHICH MAY BE USED TO QUALIFY 6y i0.5): US lbs 195 ms 225Im 445 ms 822 me 1351175 140lbe 177 the 370!be 187161 332141 473 LU 170105 221 lba 2800o ADD11T NCHOR FROM THE Miam a Produet Control Anoh- 01 67 240 ms 350 ib. WA WA WA NIA 1901be WA WA WA N/A WA 347 Ibe 442111 560 be ANC OR CAPACITY TABLE. NO T SAME CHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. .FIGURE I: FIGO E2: TABLE NOTES: // PSLES N// ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE T1.000. D SHFF'T 25 FOR I FORMxn ON LO ING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111 I I 1 I// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 2.760" : '••IICENSF•.��� i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2-23. Q- •.(n� ® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 3. No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FI LLED �1 CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED 37S FIGURE 4: FIGURE 5: FIGURE 6: (CMU) �' .�,n'•• SATE F , YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" <4/ ® THICK STEELSTUDS TO BEAMINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEELTO BEA 1"X2.75"X.375"MULLION %�S 'c/OR1D.P'• �.j\�` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ® THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR410 S.S. A'LYtVN Iv VER,P.E. FL P.E.#58705 TABLE 4A oma' MulOon Capacity Tab(o 6891) . av Opening Width(for teNca9y-sparr9rg mulions)or Opening Height(for hof z0rtaRVspar911ng muliorz) g� 50 in 60 in 70 in 801n 80 in 100 in 1201. 1401n 160 in x ad Rectangular TraprTdmg. Rect.gular P prrii g.JRmig 1. Trap/Vmg. Rmton9dar 4apfrdang Ra.Wgn W Tmprldang, Rectangular 71apTran9. Ree "I" haprrdan0. Rectangular TmpRdang. Ratangdar Trapfrdang. .°j~... 1 X 2.76 X Loafing Loadng Loadng Loadngoadng Loafing Loadng Loafing Loadng Loafing Loadng Loadng Loeding Loadng Loadng Loadng Lcedn9 Loadng sx .660 Alum. ^ Tube F F F F r r Fr Mullion B a 3 19 B Nvv o eS u u u v v a u O uo u u u ua u u - U vN. � oow d� Arco �a� �_ a �� a471n 170.0 610 170.0 435 '170.0 744 1740 478 .0 8S8 170.0 506 170.0 B92 170.0 519 170,0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 158.7 1820 170.0 521 138.8 1620 170.0 521 wJ481n 170.0 708 170.0 624 170.0 050 170.0 564 .D 992 170.0 630 170.0 1133 170.0 661 170.0 1275- 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 00 121.5 1417 170.0 6W 106.3 1417 170.0 680 � � U) 10 50.8251n 170.0 747 170.0 563 170.0 893 170-0 631 .0 1048 170.D 684 170.0 1195 170.0 727 1820 1286 170.0 747 146.3 1286 170.0 756 121.9 WEE 170.0 756 104.5 1285 170.0 758 91A 1286 170.0 758 = Wp541n 170.0 797 170,0 612 170.0 958 170A 691 .0 1116 170.0 764 150.7 1130 170.0 903 133.9 1130 170.0 837 120.0 1170 170.0 650 100.5 1130 1700 661 86,1 1170 170.0 881 75.3 1130 170.0 861 K m [O'7 rAW 60In 170.0 885 170.0 701 1403 015 162.3 761 .5 915 144.5 748 100.8 915 1323 735 078 915 123.0 726 97.9 915 118.5 720 732 915 114,4 715 6x.8 915 114.4 715 54.9 915 IVA 715 Q h (D rA Z 6301 151.8 630 161.9 710 128.5 030 138.9 694 .5 630 1232 681 94.9 670 1122 670 84.4 830 104.8 882 75.9 830 BBA 656 63.3 830 94.5 649 542 820 84.1 649 47.4 830 94.1 640 Wd g =68In 132.1 757 140.0 650 110.0 757 119.8 835' 3 757 105.9 624 025 757 98.1 014 73,4 757 69.1 806 86,0 767 842 ODD 55.0 757 79.0 593 472 757 78.2 $91 41.3 757 782 591 Z (L= U T21n 101.7 838 100.8 552 84.8 030 91.0 540 638 80.1 530 m.8 878 722 531 695 fi>s tH.S 514 50,9 636 823 508 42.4 638 572 500 30.7 678 55.3 497 31.8 838 552 497 It .J , Sz _jn I61n 86.5 571 000 19B 72.1 571 78.8 488571 87.4 479 54.1 571 BD.6 471 460 671 55.5 484 43.2 571 51.6 459 3fi.0 571 47.0 451 30.8 571 44.8 447 27.0 571 44.6 416 u17B In 80.0 542 67.4 474 6'6,7 542 70.8 4651 542 62.1 456 50.0 $42 55.7 449 44.4 542 51.0 M2 40.0 542 47.5 431 33.3 542 42.9 429 26.6 542 40.6 425 25.0 542 40.1 423 ? Z00In 521 407 53.7 381 43.4 407 45.4 355 407 39.0 349 325 401 35.3 343 29.9 407 321 330 26.0 407 29.8 334 21,7 401 28.1 327 18,8 4D7 24.1 322 10.9 407 23.0 319 F 4Z 981, 428 356 M.I 320 35.8 358 37.2 314 30.7 358 320 300 28.8 358 28,8 30411 04 23.8 350 28.1 30D 21.5 350 24,0 296 17.9 358 21.0 289 16.3 358 192 284 a � X� �O 80 108 h 30.1 287 30.8 255 25.1 203 259 251 21.5 263 22.6 247 18.8 253 19.9 214 16.7 283 18.0 240 16.1 283 165 231 S W r Y Y Ili In 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.8 235 17.3 287 18,3 231 15.4 267 16.5 728 a cV to 1n 1201n 220 229 22.7 209 18.7 229 18.8 205 15.7 229 16.2 202 (�0 (..) x Q O'O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a o Z uo Anchor Capacity TablePb.) mDf ANCHOR CAP.,e,,,,,, op S suMbele: 2.7k Concrete 3.311 Cala NOsOW CMU Fllled c7dU P7 wooa Metal (O(•„)X( )=ANCHOR CAP.,,m O ° -a 6/le'Eko 1/4"SB Eko-1116•Elco 114',1101. c1051ee1 112 Well 812 sled MULLION CAP.,o,,,,, Anohor7)'pe: 3116"EIao UlVaoon Ua'Eleo Ultmem 3'1B"Eleo Ultrxon 7/4'Ebo Ultreeal PRODUCT REVISED Anchor Clip Patterns u3.118- AOBm0alor umaon Ag9mGetor Scmw(05)san:w(O5) -TSCm (- USE THIS REQUIRED' ORRES ONDANCHOR Edge Mi-C.' 1' 2-12' 1' 2-11Y Y98• 1• 01/2• t• 2.12' 2' 7-1/e' 2• 0.48• 0.64" 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN a9 complying with the Florida Embedment 9n tal4' ia/4- 1-3/4" 1.3x4' 7 1-1/4' 1-114• t-1/4" 1-1/4• 1.114" 1-114• 2" 1.3/8' taw Deft. ACTUALPRESSURE REQUIREMENT FOR THE Building Code 2 AnoTogl..75•Mm O.C./stWa!dor06seaip(F)9.1L 290IM MLbs 450lbs 890 Os 1614 ba 270 1b, 2601bs 3541M 7401b. 3740os 664Ibs 946ros 347 ma 4421x, sso ma OPENING,WHEN IT IS LOWERTHAN THE MULLION NOA-No. 17-0630.01 4Anclmn®1.16'Mi..O.C./Standard(crO e)C0p(Fig.2y' 480 ms 7001. WA WA WA WA 3801M WA N/A WA NIA WA 682lba 665 u201M CAPACITY(FROM THETABLE)OFTHE SELECTED Expiration Date 0512612021 4Ancnors�7'Min O.a!(x)2t5An91e Clips/IFl9.3): 7BO Ibs 7801M BBOIba i5fi0IM 1898 ms 6401be fi601M WA 780IM 748IM 6801ba 1892IM set lbs B85 bs 11201M MUWON.RWILL YIELD AMINIMUM ANCHOR 2Anohoml DAY MIn.O.C.l U4:9p,imo.125'Al-(Fla.4): WA NIA WA WA WA NIA NIA WA r8A WA WA NIA WA 715 Na CAPACITY WHICH MAY BE USED TO QUALIFY BY 1 Anchor!F-Clip(FI9.5): 1951bs 195 lbs 125 ibs 445 bs 8221b0 135 Ms 140 lb. 177 lb. 370 lb. 1871M 332 lb. 4731bs 170 1M 221 IM 200IM ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da !educt ConNol 2 Anchors®1,15'Min.O,CI F421p(F10.67 2400. 3501M WA NIA WA WA 1901b6 WA WA WA WA WA 1 341 The 4421M 560168 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. czl)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: -^I 1.000" I-•- ® ® ® ® )SEE SHEET 1TOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111111 r r 7/7 FIGURE 3: ;�\VON.....NN2j� 3)MULLIONANO MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2750' `�,. L10EN�••,l{��^ ® ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, .b.: NO.56705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �0, .9;_/1 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED 111i�� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" ���•• A• O ® THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.1745"THICK(18 GAUGE}STRUCTURAL STEEL TO BE AT-�----1 LEAST.125"THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X2.75•X.650'MULLION s••.F(ORIDP.•'•G\�� ® THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /��/S�0NAL A.LYtJN1MILLER,P.E. FL P.E.#58705 TABLE 5A A n hi ii Capach Table bsW $ €� Opening Width(for venica*spartrig mullions)or Opening Haight(for hodwr#fLLspanrdng mulllDrts) �b 501n W in 701n so In ED In 100 in 1201n 140 in 16o 11 o Reclen94lsr Tp7Tdan9- Re,Nnaulm Twrilln9, Reotangdar TreplTdang. Ra ngfn" T-PrN.g. Raotanguler Trapl70an9. ReetargUlar Trap77dang. Rectanad., T2plTdan9• Reoieng•.lar Trop'Tdang. Re.Wgular Tfap/Trisng. , 1"x3.125"x Leafing Loedng LOadrg L.29 Loedn9 LOming Lording Leading Loadug Loaft Lcadng Loading laeding Loading L-No Lasting Leading Lesdn9 oY v .600"Alum y_• D z T. a L 2^ D 2^ t A D T z t a L 2• 1> ;� D t D D z 2 Tubo ., ., m._ .. a = a O a o v v o� v O v na O O O v oo v Ga 0 am sz a €� �� �€ s� o U) s' H a a Aa �rc 0 W 42 in 170.0 620 170.0 435 170.0 714 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170e 1116 170.0 521 170.0 1240 170.0 521 170,0 1488 170.0 621 170,0 1735 170.0 521 154.4 1802 170A 521 J CO 48 in 170.0 I 7C3 170.0 524 17D.D 850 170.0 584 170.0 982 170.0 630 170.0 1133 170.0 665 170.0 1275 VD.0 877 170.0 1417 170.0 680 157.7 1577 170.0 580 135.1 1577 170.0 680 118.21 1577 170.0 080 N LLE = 50.62510 170.0 747 1 170.0 663 1 170.0 896 170.0 631 170.0 1046 170.0 684 110.0 1185 I 179.0 1 723 170.0 1345 170,0 747 170.0 1494 170.0 758 141.7 1495 170.0 756 121.5 1495 170.0 756 106.3 1495 170.0 756 W o 54 In 170A 797 170,0 612 170.0 055 170.0 691 170.0 1116 170.0 754 1 170.0 1275 1 170.0 803 168,1 14D1 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 set IDEA 1401 170.0 801 o- 1401 170.0 851 m 53.3 W 601n 170.0 DES 170.0 701 170.0 1083 170.0 797 158.5 1156 170.0 878 138.7 1158 167.0 828 123.3 1156 156.5 817 111.D 1156 149,7 910 82,6 11W 144.5 903 79,3 1158 144.5 803 69.4 1158 144.5 W3 F- O Z 631n 170.0 930 1Te0 745 159.8 1049 170.0 650 137.0 1049 155.5 680 119.8 1048 141.7 848 106.5 1049 1320 638 95.8 1048 125.5 828 79.9 1049 119.3 820 68.5 1048 116.9 819 59.0 1048 1188 BIB Z d m = L m 68 In 166.8 955 170.0 789 178.0 -855 151.3 801 119.1 855 131,7 788 1042 955 121.4 775 028 955 1128 785 83A 955 106.4 757 68.5 955 89.8 710 68,8 855 98.7 748 621 BSS 98.7 748 Z W nV j r2 In 128.5 803 Me 697 107.0 bO3 114.9 882 91.8 BD3 101.1 57D W.3 803 91.2 659 71.4 BD3 83.8 649 643 803 78.6 642 53.5 803 722 Gil 459 DM 69.8 '628 40.1 803 69.7 627 w U) 5 �0 O a`Z 78 to 108.2 721 114.1 629 91.0 721 97.0 616 780 721 85.1 605 68.3 721 76.5 685 603 721 70.1 580 d4.6 721 65.4 57a 45.5 721 59.4 689 39.0 721 56.8 564 34.1 721 56.1 603 j Q -Jj � 781n 101.0 684 105.4 598 84.2 1 664 1 BEA 587 722 664 78,4 1 576 63.1 664 70.4 567 55.1 684 64.4 558 50.5 684 59.9 551 421 604 54.1 541 38,1 684 51.3 538 31.6 684 50.6 534 Win 65.8 514 67.9 456 54.8 614 57.3 448 47.0 614 50.0 440 41.1 514 44.8 433 365 514 40.5 427 32.8 614 37.3 421 27A 514 33.0 {12 21.5 514 10.4 406 Z0.8 814 28.0 401 N Z N r F 0 c0 0 Be In 54.2 452 95.7 404 45.2W 47.0 396 38.7 457 40.8 390 33.8 452 38.4 304 30.1 452 32.9 378 27.1 452 30.3 373 228 452 28.8 385 19,4 452 2l.2 358 189 452 228 355 n (n y o O Jo 1081n 381 257 38.8 322 31.7327 317 27.2 357 28.4 312 23.8 357 252 306 21.1 357 22.7 307 19.0 357 20.8 299 159 357 18.0 293 13,8 J57 182 287 11.8 J57 15.0 283 N W N 171 h 35,1 338 35,8 WE 29.230.1 301 25.1) 338 28.1 286 21.9 338 23.1 282 iB.S 338 20.8 298 17.5 336 18,0 28d 14.6 338 16.6 278 125 338 14.8 273 11,0 338 13.8 260 ® co E0 U) 120 h 27.7 289 28.2 283 23.123.7 259 19.8 289 20.5 238 17.3 289 18.1 252 15.4 289 18.3 219 13.8 289 14.8 216 11.6 189 12.8 240 9.9 289 11.! 236 8.7 288 10.4 232 („) X Q O 0 Q r Z TABLE 5B - ANCHOR CAPACITY ADJUSTMENT FORMULA: a �a x 110>O AnchorCa Table Obs O a �m� CAP.- sum r". 2.74 C=Mte 3.5k Cmc. H01ov1 WU FWeOCMU P7 Wma Mdal DP ANCHOR CAP.,,,",,,, - o ( )X( )=ANCHOR CAP.°„ O = .N Yt6'Elco V4^SS EYo 5.1T Elco 114.55 FJco 1110 Steil #1231.1 rh2 Stml MULLION CAP.,,,,,,,.r Type: 3�16•Elco Ueram 11P Elea UtmcOn 3'16•EIco UOram 1/4'EII.I.M-onAnchor Cilp Pattern:r;Andlar uln M AggeGaar ulbacm Aggn Getar Sc-(G5)Screv(G5) S-(G6) USE THIS FORMULA TO OBTAIN THEANCHOR PRODUCT REVISED Dlstorce onk 1^ 2-112 i• 2.112' 3.11• 1' 2-vT 1• 2-vr 2 3-Iff BAB' 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN B complying with the Florida bmmml I. I-we 1814• 1�4• 2' 1-1W 1-tlP I-114^ 1-v4• 1-114' 1414' 7 7.38• tyre" va6es ACTUAL PRESSURE REQUIREMENT FOR THE. Building CCode 2 Anclvs®6,75'MJa O.G./Sfalnallltt Omet C""s tk 3W 111 300® 450115 EW Ibs 16441bs 270119 2m5H 3541L5 7d0", 374104 8611m Bta11, 311116 442 ms WDU OPENING,WHEN R IS LOWER THAN THE MU WON NOA-No. 17-0630.01 4 Archon;Q 1.15•Wn.O.C.I SFmdmd(at OD3N)Cllp(Rg.2k 4BO bs 7W Ix WA WA NIA NIA 3601E N/A WA NIA WA WA 682853 Basic 11201E CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data 05/2612021 4A.1.1 11 O.C.1 T1)2t5Anjla Cllpsf�lg.3k 76011, 71x1 as 11016, 15W IE 1896114 540111 5601E N/A _D'm 746111 8801E 18921ts 682 Ds ass Be 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arches Q O.dS'Mln, I UCllp,NIO.125.1wm(Fig ilk N/A WA N/A WA NfA NIA WA WA IVA NIA WA WA WA WA 10731E CAPACITY WHICH MAY BE USED TO QUALIFY BY I Actor/FGllp(Fg.5x 19510E 1051E 2516; 4451E 8721b7 1351bs 14o Im 177 lbs 3701m 1671bs 3321E 4731E 1701be 221 Ie 28011, ADDITIONAL ANCHOR OPTIONS FROM THE Mlam-0� a Product Control 2 Am"®1.16'MN O.CJ FCIW pg.61:1 24C lbs 3501E N/A WA IVA NIA 1W Its WA WA N/A WA WA 36710, 4421E 5W Ic ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1-"1.000°-4 FIGURE 1: FIGURE2: TABLE NOTES: SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE, 3.125" `���ta�NY LYNIV /"'3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Pad,.•'LICENSE-•,(�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ND.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" 74' CONCRETE BLOCK UNIT(GNU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED U �ATff -FIGURE 4; FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' �1'X3:125"X.5'MULUON 0 - 7•<UTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT T' 4!j ® LEAST.125"THICK AND A35.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1^VF MULLION) %(�`s'•.FC ORIDP.••'G���` ® ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S. /"7I00NAL IJ�ll�L�J�� A.LYMNIM ILLE'f�,P.E. FL P.E.#58705 TABLE 6A w Q Mulllon Capacity Table 0153KI2) Opening Width(for vertleally-spamIng mldlons)or Opening Height(for hodzordally-spar911rg mulions) b < 50 in 60 In 701n e0 N 901n 100 In 120 N 1401. I601n a� p Restangiilar Trep/Tdang. Rectanou Tmp/Tdan9, R.eU 0-r TmpMen9• Rectangular 7raprrrbng. ReetwMp Tmp/Tdaig- Rectara,40r Tbep'TdanO. Recbng0lar TnVRi a. R-0-14 lar T-Nfta 9. R..I n0aar M p/llien9. m 1%4x.125 L-bg Load.0 L.dI.g Lmft ..dnO Loadn9 LcadnO Loading Laeding Loadn9 Load.. Loodln9 Lmdn9 loedn9 L-Ing Loading Losing lmirry sy, Alum Mullion 0 v yygg��r a ,pp. yr 470 36 �mG 8 E 9E. B gyN T� s a as a �E a s S L2 105 =E a a o oy ` 6 w 2 c 5 3 0 S c ¢ K K C Q 2 O W 42 in 170.0 820 1700 435 170.0 744 170.0 470 170.0 868 170.0 506 170.0 092 17010 619 170.0 1116 170.0 521 17D.0 1240 t700 621 170.0 1488 170.0 521 145.8 1469 170.0 521 127,8 14BO 170:6 621 W J (_4) 481, 170.D 708 170.0 524 170.1) 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 1700 677 158.3 1303 0LD 660 130.3 1303 170.D 680 111.7 1303 170.0 680 97.7 +303 170.0 880 UJ 506251n 170.0 747 170.0 553 170.0 896 170.0 631 170.0 1046 17D.0 604 170.0 1195 170.0 723 156,1 1235 170.0 747 140.5 1235 In.D 756 111.1 1235 170.0 758 100,4 1235 170.0 758 67.6 1235 170.0 756 ~ d = =U W C)o F 64 n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 1372 1158 170.0 837 123.8 1158 170.1) 856 1029 1156 170.0 661 98.2 1158 170.0 861 77.2 110a 170.0 e81 m 'CD U) 601. 170.0 855 170.0 701 166.7 1042 170.0 797 142.0 1042 161.1 832 125.1 1012 116.7 815 1112 1042 1368 801 10D.D 1042 130.2 791 83.{ 1042 125.1 702 71.5 1012 125.1 782 625 1042 125.1 782 1- 0 63 n 170.0 930 170.0 745 151.2 992 163.6 910 129.6 992 144.4 799 177.4 893 137.0 Tli2 100.8 992 121.4 768 90.7 882 114.8 758 76.6 092 USA 745 84.8 992 108.0 744 507 B92 108.0 744 _ :E Z c Be In 165.4 947 170.0 189 137.8 947 148.0 7W 118.1 047 130.3 768 IVA 947 117.7 752 91.9 947 106.7 738 eZ7 947 1022 727 68.0 947 85.1 713 59.1 '947 94.0 711 51.7 947 94.0 711 � z 0 Z. m 80 C 721. 135.0 949 142.7 777 7172 849 121.6 722 97.0 649 106.9 708 84.9 849 96.4 698 75.5 849 88.7 686 8T.9 849 82.7 675 66.6 849' 75.3 659 48,6 849 726 652 Qfi 849 724 651 W rG Wd GO 761. +15.5 762 120.7 665 96.3 762 1026 652 825 762 90.0 640 722 762 8D.9 629 64.2 762 74.2 MO 57.8 762 692 613 40.1 762 628 602 41.3 762 60.9 597 301 762 69,4 595 .=J (n& rcZ M 7811 106.9 724 111.4r483 89.0 724 84.6 621 76,1 R4 82.9 609 66.8 724 74.4 599 69.4 724 88.1 581 11.4 724 63A 583 44.5 724 67.3 573 30.2 724 54.3 567 33.4 724 63,6 665 H r r g0 m 69.6 643 71,0 58.0 643 6D.7 474 49.7 547 52.9 466 43.5 643 47.1 458 38,6 543 42.8 452 34,8 643 39,5 446 29.0 643 34.9 436 24.8 647 321 430 21.7 543 30.7 {26 Q ZN061. 67.3 478 58.9 47.8 478 49.7 419 40.9 *30.0 k3-5.847O 38.5 'DO 318 478 34.8 400 28.7 478 320 395 23.9 478 28,1 386 20.5 478 25.a 380 17.0 478 24.2 376 a "1 OX80 1081n 4a.3 377 41.1 33.5 377 34.6 335 28.8 26.5 325 224 377 24.0 321 20.1 377 220 317 ma 377 19.0 310 14.4 377 17.1 304 n (n 111 h 37.1 357 37.8 30.9 357 31.8 318 26.5 24A 309 206 357 22.0 705 18.5 357 20,1 301 15.4 ]57 17.4 294 0 Ww120 n 29.3 306 29.8 24.5 308 MI 214 21.0 192 267 10.3 108 17.3 wi B U X Q I"In 17.0 212 17.2 196 O Q..� O 0 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: o d n Zm0"O Anehor Ca aei Table bs $' a>'� ANCHOR CAP.,,,,,,,,,c substrate: 2Tk C-nm 05k Cone. IbOm.CddU Fined CMO PT W9od MaIW (DP)X( )=ANCHOR CAP.,,, Y78'Eko va^ssEF.o5118'Elca 1u^ssElee amekd x+zsmd S1zsRe1 MULLIONCAP,,,d,n,,, PRODUCT REVISED Anchor Cllp Patternsft(F19. O Ty� 3116'Eloo Uhacan IW Eko UID6cm wrEk.Oltacon IA'Eloo OM1r- W ( ) a9 coin I inwith the Florida UitracanAppreGatw ubacon A rGmor fiamw GS screw screr+(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR y gfetl4e Cmk r 2-112• 1' 2•Irr 3.1/6" 1- 2-12 1' 2-1s r 3.19r Y 0.4a• 033 0,224' CAPACITY REQUIRED'CORRESPONDING TO AN BuildingCodedmenl9rly I-Y4' 1.3'4' 1.314- 1-14' 2 1-fro` 1-va• 1-v4• 1-114' 1-1/4^ 1-1/4^ 7 1-Ia` 1318• wdn ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 dmm 04.74 Min.O.C.16tanda (F(FI9.142k 390 ms 390W 450It. 18901ba 1644lbs 27D ms 280106 3541bs 7401b. 374100 654lbs 948Iba 391106 44216. 660lba OPENING,WHEN IT IS LOWER THAN THE MULLIONExpiration Dato 05/2612021 mh-19 225 Min.O.C.f 6+andOP(Fig.3k 700 ms 700 ms 580 R. 1410lbs 9521ba P1A 5601be N!A 630ros WA 880Its WA 68211). 885 Ib. 112010. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Ah-@1115'M1n.O,C.l Standup fla..4Y 960 ros 14001bs WA WA NIA WA 76010. WA NIA WA WA WA 13631Ds 177G lbs 22401bs MULLION.R WILL YIELD A MINIMUM ANCHORgy 4 Amhom @ 3"Min.O.C./(2) !(Fig,5): 78010. 78010. 6801bs 1580 ms 189010.1 54016. 6601bs NIA 7601bs 74810. Sao lb. 1692 lbs 602 lbs 885 lbs 11201b. CAPACITY WHICH MAY BE USED TO QUALIFY MLam1-D o Product Control ,- 6Anckr.®3-M1a O.C./(2)2X5 An01n CI'gs!(Fig.CO: IUOlba Ina ma foto its z34obs 2644 IN 810 U. 84010. N% 114011. 1122 ms 132016. 2131 Its 1022iba 13zr ms lsao ks ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ambom®OAS Min.O.C.I U-alp,inlo,126'A4m.(Fp.7): WA WA WA WA WA WA IVA NFA WA NIA NIA WA WA NIA 1400 ms ANCHOR CAPACITY TABLE 2AW..02.54Mn.O.C.!F4:lip(Fb.8k 3501., 950 P. 29010. 705150 476 Ib. WA 2BO Ib6 WA 3151bs NA 440 lbs WA 341 IDs 44211)5 58010. {Anchom @ 1.14 Min.O.C.1 FCI FO.9): 490 ms 700 ms WA NIA WA WA 38010. WA WA NIA WA WA 6821"6 835170 1120 No NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1'000• I` TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: 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. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '�J•`-''•v,�CEN3E /(� �� • • • • • • �� •• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000• � No.58705 • TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _=71(: FIGURES: FIGURE 6- FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • p 1 • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %� '•, b � �? (�� • s • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' 0. •., SATE ; 4 SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125"THICK STEEL ��FS .;�<ORSTU �D?;. G�Z ANGLE CLIP FIGURES 5&6)MUST BE USED IN PAIRS. ANDDS TO BE A A36 A36.ALL ANCHORSMINTGRADE METAL SI ALL EXTEND A1T LEAST 3)SCREW THREADS BEYOND THE MATERIAL-#10.STRUCTURAL STEEL TO BE AT LEAST.12V 18K ( #12 ANCHORS INTO WOOD MAY BE STEEL,16-6 S.S.OR 410 S.S. 1,MULLIONS A. FIL RES 5870 P.E. FL P.E.#58705 TABLE 7A Mullion Capacity Table IbsA'e - 3 Y Opening WldMpr a enlcelly-spanning mullions)or Opening Height(for hodzonla0y-spanning muffloro) 501n 60 in 701- 801n gD M 100 In 1201n 140 in 160 in u' O 1%4X.776 Recten0.dah Thprrdaog,[IM.... ngular TrapTdang R-,umaalar TtapRdanO RectanBdor T.p7Tdang. Rectangular T.prTOang. Rselenjrlar Traprr0ang. Reotangular Trap7Trlano. Rect ulas Tmp/Tdang. Redanaolar TmpTden9. Loading L4edngding laadn0 Loading Lwdng Loafing Loafing Lowing Loading LaarDnB Lwdng Loafing Loafing 1-oaAng Loading LandnB LoednO Alum.Tube r Mullion c7 19� ac�f f add � � � a � a � zLU 421n 170.0 610 170,0 435 744 170.0 478 170.0 888 170.0 506 170.0 892 170,0 519 170.0 1116 IT0.0 521 170.0 1240 170.11 521 170.0 1488 170,0 621 170.0 1775 170.0 521 170.0 1983 170.0 521 WJ In481n 170.0 708 170.0 524 650 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 660 170,0 1700 170.0 660 170.0 1883 170.0 680 151.8 2024 170.0 68050.8251n 170.0 747 170,0 SB3 896 770.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1395 170.0 747 170.0 1494 170.0 759 170,0 1703 170.0 758 158.0 1918 170.0 75G 136.5 1919 170,0 756 541. 17D.0 797 170.0 612 858 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 110.0 856 159.9 1799 170.0 MI 137.1 1799 170.0 081 120.0 1799 170.0 861 C) m O7 601n 170.0 885 170.0 701 1051 170.0 797 170.0 1240 170.0 678 t70.0 1417 170.0 944 170,0 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.11 1063 111.0 1619 170.0 1063 972 1818 170.0 1053 t0 LU631n 170.0 930 170,0 745 1110 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1016 156.7 1592 170.0 1076 141.0 1642 110.0 1171 117.5 1542 168.5 1155 100.7 1542 187.9 1167 08.1 1542 167.91157661n 170.0 074 170.0 759 1169 170.0 903 170.0 1364 170.0 11X/2 160.6 1472 170.0 1086 14Z8 1472 158.8 1148 128.5 1472 158.8 1130 107,1 1472 147.8 1106 91,6 1472 146.0 1104 80.3 1472 146.0 1104 Z = rq d m S Z Uz V ro 72 in 170.0 1063 170.0 878 170,0 1279 170.0 1009 130.8 17211 1662 1101 1320 1320 149.8 1082 1173 1320 137.8 1088 105.8 1320 128.6 1049 68,0 1320 717.0 1024 76,4 1320 172.8 1013 66.0 1320 1125 1012 w W 4 � J TB In 170.0 1122 170,0 977 149.6 1184 159.4 1013 1282 1184 139.9 991 1122 1184 125.7 978 88.7 1184 115.3 964 89.8 1184 107.5 852 74.0 11M 87.6 935 64.1 1184 93.1 927 56.1 1184 924 025 J o Q J r A 781n 166,1 1124 770.0 667 138.4 1124 147.0 865 118.17 1124 128.8 947 1038 1124 115.6 931 8Z3 7124 105.8 918 87.0 1124 88.5 906 692 7124 89.0 890 59,3 7124 61.3 861 51.9 1124 832 678 J ''- r 90 in 108.1 843 111.5 750 90.1 644 94.3 736 77.2 SU SZ1 724 87.6 844 73.3 712 60.1 644 66.5 702 64,0 844 61.4 693 45.0 644 54.2 678 38.6 844 50.0 s68 33.8 844 47.7 662 FzF Q 7) Z N 961n 89.1 742 91.5 663 74.2 742 T7.2 652 636 742 67.2 641 $5.7 742 69.8 631 49.5 N2 64.1 622 44.5 742 49,8 6t4 37,1 742 43.6 600 31.6 742 39.8 590 27.8 742 37.6 584 0. 0 §O O n 108 in 626 586 63.9 530 621 588 63.6 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 586 3T.3 498 31.3 588 Ri.t 568 29.6 481 22.3 We 26.6 472 19.5 No 24.7 466 4+7'^ LU III In 57,8 5s5 58.9 503 48.0 555 415 495 412 555 429 487 36.0 655 38.0 480 370 655 142 473 28.5 555 24.0 555 77.1 457 20.6 555 24.3 448 18.0 655 22.4 442 N X oY Y 1201n 15.6 475 48.4 147 38.0 475 39.0 426 3Z6 475 337 420 28.5 AM %.8 414 25.3 475 28.8 409 228 475 21-1111419.0 475 21.1 395 16.7 475 18.7 307 14.3 473 17.2 381 C~.3 x Q 144 In 28,4 330 25.7 305 2Z0 330 224 301 18.9 330 19.3 297 16.5 330 17.0 293 Q T Z O 0 OL W to TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: g 5 €d. Anehor Capacity Table Ibs U o N Subeirala'F7001b� 27k Contteta 1,sk Lena. Hallow CMu Flllad rxlU PT wood Mewl (DP,m)X(ANCHOR CAP =ANCHOR CAP­ 2.7k 5116"Soo 7/4'55Ekp 517d•Eko 1/a•ssEkp 5losled elzsteei /N2sted MULLION ,,,, PRODUCT REVISED Am,hmType: loo Ullmeen 134'Elco Ultroo. 516'Eleo Ulvwon 1/4'Eko Ube. Anchor ClipPattems UI58con AgaroCalor t9tmw AgomOslor Sctow(GS)Scw(GS) Senw(Os) USE THIS FORMULA TO OBTAIN THE"ANCHOR aseom 1YInQ wlththeFlorida EdVM W..Mt 2-VP 1• 2-ir 7.118• 1• 2-tr!' 1• 2.12• r 3-1/8' 2' 0.48" 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TOAN Building GnrtC Embedment Vol 1-54' 1414' 14N" r 1-V4• 1-1/4• 1-114' 1-114' 1.1/4' 1-114' r 1416- 1-3/8• lade, ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anchem(9 4.75 Min.O.C./Standard ar Coact Clip(Fig.1821 390 lb. 450lba 8901. 1844 lbs 2701. 280 lb, 354 lbs 740lbs 3741. 864 lbs 9461. 391 IDs 4421b, 5501. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchwa®2.25•No.O.L.r Standad(orOlhet)Clip(F0.3), 700Ills 580 ms 1410lbs 962 lbs WA 560 lbs NIA 6311lb, WA 886 lb. WA 682 ma 655 I. 12D to CAPACITY(FROM THE TABLE)OF THE SELECTED BAncbo.�1.15,Min.O.C/Standard(ar O0se0 Clip Pg.4): 1400lbe WA WA WA WA 7631bs WA WA WA WA WA 1363. 1770Ibs z240 ros MULLION.IT WILL YIELDAMINIMUM ANCHOR By 4 Amhor,®3-MIn.O.C.1(2) x5 Angle Clips I(N.5): 7001be 600lbs 15M loll 78981ba 540lbs 5871ps NIA 7601. 7481. 880 Ibe 1B92lbe 6821. 8851bs 172016s CAPACITY WHICH MAY BE USED TO QUALIFY Mlam a Product Castrol 6 Ancha.®3'Min.O.C.102)2x5 Angle Clb5/(Fla.6t 117a lbs 1170 lbs 10201. 23401. 2841 Ib, 810 R. 840IDs WA 1140lbs 1122 lbs 1320Ibs 2838 ll 10221". 13271. 1880 00 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Awhom a 0.45'Min.O.C,I U-Clip,Nto.126"Alum.(FI9.Tt WA WA WA WA WA WA WA WA WA NIA N!A NIA WA NIA 7430 he ANCHOR CAPACITY TABLE. 2 Anchor.0 22S MIn.O.CI F4;IIp(Fla,et 3501. 350 I. 290lba 7051. 476 its WA 200 lbs WA 315 lbs WA HO It, WA 341 lbs 4421te; 660160 4 Arorho.®1.75'Mb.O.C/FC9p(qp,9t 4B0lba 7001. WA WA NIA WA 3811 IDs WA WA WA N(A WA 6821". 8851. 1720 @, NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -•1 1.062" r-- -'j 1.000' r- TABLE NOTES: FIGURE I: FIGURE 2: FIGURE3: FIGURE4: FIGURE 8: FIGURE9: 1)SEE SHEET I FOR WSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ° ° ° ° • • • ° • ON LOADING.SEE SHEETS 211 FOR GENERAL INSTALLATION METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� NY LYNN/7 • • • ° • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE � t1 (,1GEN"p.����� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS4.000' 4.000' Q, SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _7¢ NO.58705 FIGURE 6: FIGURE 6: FIGURE 7: • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND nATE GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPR 3-75 AND BEA MI YELLOW SOUTHERN PINEEL S AN SG OF 0A ALUMINUM DE 33 E � 0 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS 70 BEA MINIMUM GRADE 33 AND.046" 375• 375' ��s ''�.�ORIOP,.•''�Z\ THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125"THICK AND A36.ALL ANCHORS i'X 4'X.375• ''70/ANAL EN.��� ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4•X.37S� � A LYNN M{4hEI3,P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T•-MULLION MULLION FL P.E.#58705 , TABLE BA wF Mullion Capacity Tablo IbsHlt A 8 Opening Width(forveNrally sparring mul ions)or Opening Height(fortad2orltellf-spanning mullions) a SO In 601. 701n 801. got, 1001. 123 In 1401n 160!n C m 0 Yx o RecbEl9ular irapRdanp. Rectangdar. TrapTdatg, R<cteneular 71apRrien9• Rootnn01d0r heprtden9. Reetm9dar 7tapRnarg. Rectangular TmprttlanD. Reetargdx Trap/rrtan0. Rectergulu 7lnp/rden9. Recinngalar TraprMenp. � 115"x Lu.Ing L.Ing Laedn3 tearing L.Tn Loadrg Loao'n9 Laedng Loada9 Leadn9 Loadng Loodng Lmdrg Loadtrl9 Lnadno Laadng Loadno L.dinQ oZ 3.186"x .- r p r r _r r Ar ,&' '_ r r r g• r r r r r r F �' b' F & £ r r r r r _ g r v. ,266"Alum a^. Tubo Mun as �s �a R ILI a� .1 1 �� I a� � �� a a� x � �� a '�� a� a � � ��, r$9. � �. ��, N 8� 6 � b� � �� 6� bU IS aa $� �� arc" M s� d"o s� a s rc c a� Zia �s 3 E� rc u! 42 in 1 170.0 820 170.0 435 1 170.0 744 170.0 478 170.01 Se8 1 170.0 506 170.0 992 170.D 519 170.0 1116 173.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170,0 521 151.5 1769 170.0 521 N J � 481n 170.0 708 170.0 524 170.0 050 170.0 584 170.0 992 170.0 WO 170.0 1133 170.0 661 170.0 1275 1705 677 170.0 1417 170.0 680 154.8 1648 170.0 680 1327 1648 170.0 680 118,1 1545 170.0 680 J U) ur $ 50,625 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1315 170.0 747 167.0 1465 170.0 759 139.2 1468 170.0 756 118.3 1468 170.0 756 104.4 1468 170.0 758 F 6 CDo CD 54 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 1740 12M 170.0 803 163.1 1376 170.0 637 14&8 1376 170.0 856 172,3 1376 170.0 861 104.8 1376 170.0 961 81.7 1378 170.0 881 K m u) O U) Wln 170.0 685 170.0 701 170.0 1063 170.0 797 138.9 115E 170.0 87a 139.0 1158 167.4 930 123.6 1168 150.8 919 1112 t158 150.0 912 D2.7 1158 144.8 905 79A 115E 144.8 905 89.5 1158 141.E g03 I=- W 631n 170.0 930 170.0 745 180.1 1051 170.0 650 137.2 1051 155.9 862 120.1 1061 1420 848 106.7 1051 132.3 837 90.1 1051 125.7 530 80.1 1051 119.5 822 88.6 1051 119.1 821 60.0 1051 119.1 821 L1 ,G ca Q I _ A = $ 661n 167.1 967 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 T77 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 58.7 967 98.9 749 52.2 957 99.9 748 ? J o sset„) m 721n 1?9.7 801 1352 698 107.3 804 1152 6B4 91.9 8C4 101.3 671 805 604 81.4 660 71.5 804 84.1 650 64,4 001 78.8 d374 53.8 804 723 833 49.0 804 69.9 829 402 B04 89.8 628 W �2 7 .p0 J 761n 109.4 722 114.4 630 912 772 972 618 782 722 85.3 BOG 685 722 76.7 596 60.5 722 70.3 585 64.7 722 65.5 45.E 722 69.5 570 39.1 722 58.7 565 342 772 E62 564 y J {i aZ 2 781. 101.2 685 105.8 SO 04.4 685 89.6 Us 723 BBS 75.5 577 63.3 685 70.5 SIB 562 885 84.5 56D 50.6 665 60.1 422 685 645 60 36.2 688 61.4 537 31.6 685 50.7 536 7) ¢ (0 Z Z OV Q m W DO In 65,9 515 68.0 457 54.9 575 57.5 449 47.1 615 50.1 441 41.2 615 44.7 434 36.6 515 40.6 428 33,0 515 375 Z7.5 516 33.1 413 Z3.3 515 30.5 407 20.6 515 29.1 404 f Z x Z 14 961n 64.3 453 65.8 404 45.] 453 47.1 397 368 453 41.0 391 33.9 453 36.4 386 302 453 33.0 379 272 453 30.4 22.6 453 26.6 366 19.4 453 245 300 17.0 453 22.9 35B IL U) '0 6a0 0fn8 S a'1051n 39.1 d338 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 23.8 338 23,2 308 212 358 22,7 304 19,1 358 20.8 15.9 358 18.0 293 r• (7ill In 35.1 359 306 29.3 33830.1 301 25,1 335 26.1 291 225 33B 272 293 19.5 378 20.9 280 17.6 330 19.1 e x 120 81 Z7.8 28.3 264 232 290 23.8 280 19.8 2W4 20.6 ]59 17.{ 290 182 253 16.4 290 18.4 249 1- UN144 b 16.1 18] 198 K d•, ZA O TABLE BH ANCHOR CAPACITY ADJUSTMENT FORMULA: p m mOf AnchorCapat3ty Table(lbs) U o w �ANCHOR CAP. rc sutatrale 271 Oxrlee star cmc. HW-ON Fiffmcmu PT%V d Metal (DP,)X( )=ANCHOR CAP.,,,, - 5"ICEIco va^ss txo 511'810 1/4-ss FxO 813 stet nyzstal 612 sial MULLION CAP.,,,,,,,,," PRODUCT REVISED AnchorClip Patmmc Ancna type ane FJcourtr. vb•6eowlmcm 3'tG ElcounlMm vs FJcoumacm Untacm AgeTeGator U12cm AgDMC41a Scmr(GS)Screx(05) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR as comp)yinwith the Florida Edge 10111=0 9nY 1" 2.112 /^ 2-117 3-W r 2.11r 1^ 2-117 2• 3.118" 2- 0.45• o.s4• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Eg.enea onx 134^ 13'4^ 1-314' 1314' Y 1-114• 1-114• 1.114^ 1-11 1414• t-114• z• '-W tars vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anrr48]Q4.75.6lln O.G I StWO&O a OS5et O1p ft!): 3901Ds 393109 GSO IC4 See It6 1644105 UvobS28D 354 aw 740IM 3741bs 6641ts 0461Ga 341 Ibs 4429x 560Ing OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021 4 Arches®1.15•MIn O.G I StmO:rd(a cruet)mp via 2# 400Ibs 700 Ibs NIA WA 1401 RIA WA NIA WA WA 68280 865 ao 11211. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AMMM@ r MSL O.C.I(2)ffiB Angle Gips/(Fig.3) 78O Ibs 7831. eeD 9)a 1SIX it 1896616 NIA 7601be 748 ms8m I. 1992 rtK 6B29a 665 as 11201. MULLION.IT WI LL YIELD A MIN[MUM ANCHOR Dy 4AMtca Q 0.45"MIn.O.C./UCIip,IMo.126'Neln(Flg 41 NIA WA WA NIA NIA N/A WA NIA WA WA NIA WA 143005 CAPACITY WHICH MAY BE USED TO QUALIFY Miam-Dar roduet ontr01 AMMrr Fcaip(Rp Sx tss los terms 2z;ms 4451.. 9221. mms 3701bs 187106 332156 473lb5 170M 221106 2901m ADDITIONAL ANCHOR OPTIONS FROM THE S 91.16•MIn O.CJFCeo 9bT 7A IbS 35005 NIA WA WA NIA WA N:A WA WA 341®s dal Ns 560 Rs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: I--1.250"--i i ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORivIATION ' ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�� sAO•,.....,, �i� FIGURE 3: 3.188" ` ,•''•tIc SN p•;�(� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE Q':' •:F� CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS . No.58705 ® ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .265" IN PAIRS. -� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •, �- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL %O. 5 ATE FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ® 6063-T5 AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND '•.4.�ORIDP,.•'G�C\� ® .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEASTA25"THICK AND A36.ALL 1.25"X3.188"X.265'MULLION) ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 177!)I 1111111 I 910&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A LYNN MILLER,P.E. FL P.E.#58705 I TABLE 9A � Mullion Capacity Table(lbsife Opening Width(fcrveiticeO spanning tnu0ons)orOpening Height(foncorizonta*eparWng m dBons) 57 5081 win 70 In 801n 001. 1001n 1101A 1401n 160 In a o 1.25x3,25 RWnding TL..OanB. Reondinfer TL..dbg Re.W.Vm 'nu...Ing Reean9utar TrLpndlnn0. RectoOng TiL.101n.g. Ranlanga Trapririanp, Rac/anvaler Tr4oading. RL.dig TrLp.dlnn0. Ra_"nn er Tmp/Tdnn0. ... %.100 Laodi#n'LJp' Co6ang Lca&ip L¢od10B Loadlnp L. Loading Loading Longing LoadnA LotdnO Lo0dtn0 Losdln0 Loemrp Loadln0 LaadlnB LoadlnA Loadlnp Loadlnp �x W Alum.Tuba 14 0 ��14 �g+� Mugton cLO it z 00 421. 1704 820 1 170,0 435 170.0 744 170.0 478 170.0 868 170.0609 1700 992 110,0 519 170.0 1116 170.0 621 163.3 111@ 170.tl 621 127,7 1118 1TD.0 621 149.5 1110 170.0 621 9S8 7118 170.0 621 �0W1 Q S 48 in 170.0 706 170.0 624 170.0 850 1100 584 167.8 078 170.0 830 1407 878 n0.0 881 1304 978 170A 677 iT.3 978 170,0 aw 07.0 978 170.0 600 me 97a 170.0 880 73.3 078 1700 aso 1u rJ3 50.825 N 170.0 747 1704W 170.0 098 1700 MI 150.7 927 1740 684 131.9 927 1685 708 1172 027 1501 699 105.6 027 156.3 698 87.9 927 15&3 1 695 76.4 027 160.3 695 609 927 156.31 695 1K r�� 8481 170.0 707 170.0 812 154.51 889 170.0 691 132.5 889 161.0 eat 116.8 689 141.8 689 10.1.0 869 1344 080 921 989 120.8 664 77,3 989 1208 052 50.2 969 128.D 652 57,8 089 128.81 652 1O U1 C'o 6014 td3.2 748 253.8 834 119.4 746 1323 820 162.3 748 117.8 806 88.6 746 107.8 508 79.8 746 1010 592 71.6 746 99.0 567 59.7 746 93.3 583 51,2 748 93.3 683 44.9 746 932 593 a Im S'A'D T7) LU 63 h 123.7 677 132.0 S79 103.1 877 113.2 566 86.4 877 100.4 655 77.3 677 91.4 646 60.7 677 86.2 539 81.9 07T 61,0 534 51.0 677 77,0 520 44.2 677 70.7 528 36.7 077 78.7 620 (D 68 In 107.6 017 114.1 630 90.7 817 07,6 519 76.9 617 88.3 508 87.3 817 78.3 500 59.8 617 72.0 494 510 017 68,7 480 44.8 817 04.4 411 38.4 813 03.7 482 330 617 83.7 432 _ z C 7213 82.9 $18 atft20829.5 $ 1 518 74.2 440 892 $16 852 432 61.8 610 58.0 425 46.1 518 612 410 414 618 50.7 414 34,6 518 4D.6 400 284 610 45.0 405 Z6B $10 4Sa 405 x 1n P m c 76 in 70A 465 73.7 465 52.6 3_.8 60.3 46S .54.9 '3B0 44,1 465 49A 384 39.2 465 45.3 378 35.2 486 422 314 29,4 466 3a,3 307 26,2 405 38,6 3& 220 465 382 343 W J S* 6Q 7813 652 441 8803 441 67.7 379 46,6 441 6a6 3M 408 441 46A M 382 441 41,6 380 920 N1 38.7 356 272 441 34.8 340 23.3 441 33,1 346 204 441 327 346 9013 42.1 332 41.64 332 37.0 289 303 332 323 204 26.5 332 20.6 280 23.8 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 260 16.2 332 19,0 262 13,3 332 187 200 iii< p r Y se In 354 29t 35.01 291 30.3 258 254 201 204 252 21.9 291 23.5 248 19.4 291 21.3 2-04 27.8 ?91 1@.5 242 14.0 297 17,1 238 125 201 t5.6 232 Z Q N m 10813 24.8 2J0 25.15 230 21.1 205 17.6 230 183 201 15.4 230 162 198 , XZ 111 b 22.6 218 23,1210 10,4 194 ia2 216 189 191 14.1 2te [L U)I24M 17-9 187 1&2 187 16.3 167 EE ## s 11.1 rh m _ Of X Y z U L! Q 0 ^aS L9 ..` ZOO Q TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: - m An4h4r Ca aOity Table ba) O gGrr it Substrate: 27k Cawmta 3.57 cone. N95aw CMU Fated CMU 1'T wood Maid {OPa„"}}(r ANCHOR CAP.,,,,,, ,}=ANCHOR GAP,,,m O 511 p"Efeo 114'83 Elco 5/16^Elco 174'SS E4o 010 stool 012 steel 0128letl \MULLION CAP.,,,,,,,,/ Alahor7ypn: 3116-Cc*Nlracon 1M'Ebo UI'ra4on 3115"E1c0 Un18eon V4"Elco Nlm¢an PRODUCT REVISED Anchor COP,Patterns t@Osoan AgptaOata UlOocon AApmoalar Screw(G5)9cmw(05) 84fow(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as com ying with the Florida i Edge DIMm.e n): 1" 2-1W I• 2.1IY 3-110• 1' 2-vr i- 2.1Q• Y 3.216• Y 0.46' 0.54' 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN 8o11ding Code Embedment(137 144• 144' 1-314• 1 1.314' Y 1.114^ 1 1.1/4• I 1-114 1.1/4" 1.114' 1 1.1/4' Y file" 1.3/6' wrla ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Ammm(04.75'Mtn.O.C.7 Slandmd a Cffmt Q(p(Fig.f 390 ins 39D D6 450 lbs 890Iba 1644 ibs 270 M4 28016¢ 354 lb. 7461bs 374 lbs 664 Its 94611# MIMS 4421bl 580@9 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dato $)2672021 4 Anohala 4N 1.16"Min,O.Q!Standard{or Of et)Qlp{Fla. 4801bs 700 lbs WA NTA N/A WA 9601ba NIA N/A NIA WA WA 682lbs 0051bs 1120In. CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhom@ 3"Min.0,0.1(2)245 Angio C6pe 1(R0 760 ras 78010s 630 b3 1as0 ma 1848IDs 54ama sma lbs WA TOlb. 748 @rs 9e3lbs 1692 tbs 892 ms bas rbs 1120lba MULLION,IT WILL YIELD A MINIMUM ANCHOR By 3Anohors®0.54•Min.D.C.I U471p,131-,100"Alum.(Fig. NIA WA WA NIA NIA WA WA NIA N/A NIA NIA WA NIA NIA 050 lb. CAPACITY WHICH MAY BE USED TO QUALIFY Miaml-D. Product Control I Anchal FCMp(Flo S): 195lb. 195 lb. 225lba 22 S1hs 81bs 13526 UD ins 177 In. 3701Ga taTiDa 332 fba 473 a. 170 lbs 221 lbs 2ao ft ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anohore @ 1.16'h11n.O.CJ F-Qip(FIB.ep 240 me 3'A Iba WA WA NIA W- 10016a NIA N/A NIA NIA NIA 341 lbs 442 4,3 1 Boo lbs ANCHOR CAPACITY TABLE. FIGURE I: FIGURE 2: TABLE NOTES: 1260• r-1.250"1 ® ® 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. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t 111 I I I I l FIGURE 3: 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' 3 250• ,\`����ttY`YNN,tj✓,'''•,` ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ��Q.�,,.•' lar- CLIP tG CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •, 0 BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 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 •.;��tk'ti FIGURE 4: FIGURE 5: FIGURE 5: 8063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND 0. 9A'tp p ® e 045"THICK(18 GAUGE),STRUCTURAL STEELTO BE AT LEAST.125•THICKANDA3&ALL .100" ,106" %,{�` FtORipA„•••�' `; 0 b ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25•X.100• 1.26"X3.25 X.100 'iis4$Df "• �G`�� #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 5.5.OR 410 S.S. FIE p MLION F UNITS FACTORY-MULLED UNITS f j/f 4 A` ® A.LYi�la iLLEL�2,P,E. FL P.E,#58705 TABLE 10A m Mullion Capacity Table(Iba/I@) # Opening Width(forvelticelly-epemkng mldlions)cr Opening Height(for hod2oNallyspenn1ng mdliols) s0 N 601. TO In BD In 90 in loom 120 In 1401n 160 in _ 116%J1d Reclo°guiar T/apTrlang, Rectangular Trap/7rang. Reclengular hepRdang. Roenngular Tmp'rdang. Rednguler TrepRdang. Roderyular T2plydang. Radangular TnPTrlang- Reclanguler T pRdanp. Rectangular TraplfrlanA. ` a Loading Loading Loading Loading LaadlnA Loading LoaCng Lead Leading Loading Loading LoadNe Lee ding Loading L°eding Loading Leeding Loading SY m U x.626 II _ _ A F .€ Alum-Tuba b � ^'. m e6. 8 S S� �@ �o B € �'a ,p .. � •F r• ,. •, ,SLO Mullion u` S u` S o �� w q2 a �€- a �9 �.S u` o s� S �I. �� $ �� B Sg N v E v v a ri v o v o v u v v o r o v v v v g u o_ IS r. k. Y o.0 3 z n' '6 o �Yfi �. fie: '€. a� f� E� �'€ �� f �� � E� �g �� € �rc 2'C. �� E€ Ed@ �� a�a" OZ 421n 170.0 620 170.0 435 170.0 744 ITO.0 478 170.0 868 170.0 506 170.0 992 170.9 619 170.0 7116 170.0 621 170.0 1240 170,0 621 170.0 1403 170.0 621 170.0 1736 170.0 621 170.0 1983 170.0 521 N J U) d0 in 170.0 709 170.0 524 170.0 850 170.0 594 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 Mil 170.0 Sea 170.0 1700 170.0 680 169.7 1079 170.D 680 148.6 1979 170.0 630 K '--1 rA 6251, 25 N 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1016 170.0 884 170.0 1195 170.0 723 770.0 1345 INA 147 170.0 1494 170.0 756 110.0 1793 1711.0 766 1526 1077 170.0 756 133.5 1877 170.0 755 = o 541. 170.0 797 170.0 012 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170,0 837 17D.0 1594 170.0 856 156A 1758 170,0 661 134.1 1769 170.0 861 117.3 1759 170A 061 G W O (J) a m Cl) tt3 601n 170.0 BBS 170.0 701 170.0 1063 170.0 797 170.0 IND 170.0 870 170.0 t417 170.0 941 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.9 1511 170.0 1063 103.6 1511 170.0 IgG3 90.6 1511 170.0 1063 •� F U (O U 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170,0 1302 170.0 940 iSS.G 1370 170.0 1015 1301 1370 170.0 1076 125.3 1370 164.0 1032 104.4 1370 155.9 1072 A9.6 1370 155.3 1070 78.7 1370 165.7 1070 � -E LU Q a 661n 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 IND 170.0 1002 1362 1240 158.6 1013 121.1 1248 147-1 1000 108.9 1240 139.0 980 90.8 1248 130.4 978 77.8 1248 129.0 976 68.1 1248 129.0 976 Z Z ce 721n 167.8 1049 170.0 878 139.9 1049 150.2 092 118.9 1019 131.1 875 1aa;9 1049 119.1 860 932 1049 109.7 448 83.9 1049 1027 878 68.9 1049 91.3 126 69,9 1049 11,2 120 624 1049 91.1 820 w J en O 0 76 in 1427 941 149.1 822 110.9 941 126.8 805 101.9 941 1112 791 89.2 941 100.0 TTI 73.3 941 91.7 TOO 71.4 941 05.6 767 59.5 941 77.6 744 51.0 911 74.0 777 44.8 947 77.3 736 K J ° rcZ S 70117 172.0 fl9d 137.6 787 110.0 894 116.9 767 51.3 094 1024 753 82.5 894 91.9 740 73.3 894 94.1 730 66.0 104 78.3 721 55.0 894 70.7 707 47.1 B94 67.0 701 41.3 894 66.1 698 j Q .�- n 90 in 05.9 611 BB-7 596 71,6 671 71.9 685 61A 671 65.3 575 67.7 677 68.2 666 47.7 671 62.9 550 47.0 671 41.1 651 36.0 671 13,1 639 30.7 611 39.7 S71 1fi.9 671 37.9 626 Z Z � Q ` W Olin 70.6 690 728 627 59.0 690 61A 51B 50.6 690 53A 609 dd.3 690 47.6 602 30.J 590 43.0 404 35A 690 39.6 480 29.fi 690 36.7 477 253 691 31.6 469 22.1 690 29.0 164 100117 49.7 466 60.8 021 4fA 466 42.3 dt/ 355 466 37.1 405 31.1 4156 329 del 27.6 466 29,7 396 24.9 466 27.1 381 20.7 466 27.6 382 17.8JI.-32776 15.5 466 19.6 370 U) N Z$O o0171117 45.6 161 46.1 400 JB2 441 3!J 397 71.7 461 34.1 307 28,6 441 30.2 382 25.4 411 272 376 22.9 441 24.9 342 19.1 ddt 21.5 363 16A 756 14.7 441 17.0 351 W cn 8 120117 30.3 778 769 344 ]02 378 31.0 739 26.9 370 26.8 374 22.7 378 23.7 329 20.1 378 21.3 325 10:1 370 Df x 195 321 16.1 378 18.1 714 p W 146117 21.0 262 212 242 ITS 262 17.0 239 16.0 262 15.7 230 N Q Z O O Dg m0 r.0 TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: p Anchor Capacity Table(lbs) ANCHOR CAP.,,e„"„° v o h a-3 Sublirala 2A COMIde 3.5k Cont. Hod"CMU Flllod CMU PTWood Metal CDP.. X( )=ANCHORCAP.- 91eElco va^ssoco6'16•etoo va•sssko st2sted at2stcel mzslxl MULLION CAP.,,,,.,,., PRODUCT REVISED AnchorCllp Patterns Anchor7ype: YIG-EIco 7Atmcm va'Elcou11r4con y16•Elto tntracm t/4^F3eDUtlraeon pg @) 5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Ullracon AggrK9a0r UBrztm A reUdot Scre1T(L>s)Screw 5 SCf6w(O Eago Gstance n 11 1 2417 1 1" 2-112' 3-I1B' 1^ 2-112• 1^ 2.1/2' 1 2' 3418" 2 0,48" D.54^ 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Emaednml n tald" taro• 1x74• Iara• r 1-174' 1•V4' 7-i/4' 1-114' 1-114• 1-va° 2 1-ae• 7a'B' 72Aes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. '17-0630.01 2 Anctnn@4.76'.117 O.C./Slafd240 arO0sel CBp(Fla tr 3Wba 890165 450109 B00las 1644 lbs 2708. 2801Ds 3541DS 740lb9 374IDs 67A It. 945 MS 341 lbs 442.E 'SO Dn OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 5126/2021 a Antnas®1.15'Min o.c/stanaam 1or47(Bet)CBp(Flg,ZZ 480 e,9 7001m NrA 141A NIA NIA 360 let NIA wA 'i± wA WA SUMS 635 D. 1120 w CAPACITY(FROM THE TABLE)OF THE SELECTED / 4AMhoa@3•Mm,C.C.Im&5Angle Cllp91(Fla 97 780109 780IM 6BOIb5 15 118 11436lag Slobs 66011. I. 7601x 748 ms 650 am 1892 Im 6B2ibs 89511. 1120IC6 MULLION.IT WILL YIELD A MINIMUM ANCHOR By- 3AMora@ 0.64"MOI O.C.IULIIp,Inlo.lOP Plum p4J' N/A N/A N/A WA N/A NIA 1JIA NIA WA N!A WA NIA NIA WA 950116 CAPACITY WHICH MAY BE USED TO QUALIFY Mlam Da Product Control 1 ArOl.r/F4:IIp(Fla 6): 195 ms 195917 2251bs 4452. 8228. 13170. 7400. 177 lbs 3701!8 167 ms 3321. 4731. 17 1! 221 Rs 250109 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anthon@1,18'MIn O,CI FCBp p.67 2AD D9 3500is WA NIA N/A N/A 19D11. WA WA WA WA WA 341 ID4 4421. e601bs ANCHOR CAPACITY TABLE FIGURE 1: FIGURETABLE NOTES: 2• 1.250" 1.250' ® ® 0 0 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. 1t747111111jj 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �\`qN ........!�2ji'''�� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ; 'C •' t,7CENy`F••,�� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250" 3.250' \ANGLE Q`C�.•' , CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, NO.58705 ® ® ® 0 BE USED - *', IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ �' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL q�7 FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURYELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624° .624' �0•, TA 0- H-TREATED 6 6063-T5 AND BE A MINIMUM OF,100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANDZORtDP-L T ® CKAND A36.ALL ANCHORS I.045-THICKNTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS B18 GALIGE).STRUCTURAL STEEL TO BEAT IEYOND THEM MATERIAL 125"X 3.25'X.624" 1.25•X 3.25"X.6211" MULLION FOR MULLION FOR �/�ANAL E��` p ® ® #10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. FIELD-MULLED UNITS FACTORY•MULLED UNITS 7711 11 11111 A.LYNN tSiILLER,P.E. • FL P.E.#58705 TABLE 11A o .Mulllon Capacity Table Qhslrl') 7, 8 Opening Wdlh(rorvedleaDy-spanning mulions)orOpantng Height Mrhadmdelyspenning mdrmns) 50 in 60 in TO in 80 In I 90 b, 1 100 N 120 in 140 N 160 N m 125x384 Mawgular Tmprrriang. Raclarigdar Tmp/rdang. RW.ngulnr Trsp?A.g. Rddlvgolar Trap'Tdeng. Racnngdar Tapl]16.ng. Reuangdar Tnp/rdang. Radon{"' T®pTdarg. ReuanG.W T,oprNmg. Raelangda Tnpnrlaig. ..- %.624 LOadnO Loading Laadng Loafing Loading LoadNg Loading Loafing Loading Loading Lording Loading L.ading Loading Loading LoaAng Loading Loading ez O .. m �€ - `u, � r_ Maroon a se ag �. A€ a s o c g� e . o� �� Z `'�� a U Eli z'g 611 s'= m �_ �� s rC v to €z s 8s"p I 2 i i .2. f8 <A ¢" ice. d`¢' ��. dv is$ d`Uz �@ <& Z DJ 421. 170.0 520 170.0 435 170.0 744 170.0 An 170.0 1160 170.0 SOfi 170.0 992 170.0 519 170.0 1116 170.0 527 170.0 1240 170.0 521 170.0 14¢8 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 621 2 _ J U) 481n 170.0 708 170.0 524 1740 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 1700 600 170.0 17C0 170.0 660 170.0 1983 170.0 680 170.0 220 170.0 W0 K J 50.625 in 170,0 747 170.0 663 179A 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 USA 170.0 T56 170.0 1793 170.0 T5fi 170.0 2092 170.0 766 170.6 2391 110.0 75fi -B F- S11n 170.0 797 170.0 612 170.0 956 170.0 591 170.0 1116 1709 764 170.0 1275 170.0 603 170.0 1434 170.0 837 IMA 1694 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 190.2 2403 170.0 861 L7 lL O Cn 60 in 170.0 885 170-9 701 170.0 1063 170.0 72T 170.0 1240 17U 878 170A 1417 170.0 944 170.0 1594 170.0 996 170.0 17/t 170.0 1033 170.0 2125 170.0 1063 11403 2163 170.0 1063 123.8 2163 170.0 1063 1 5 U) r7 LU H U cO C9 631n 170,0 930 170.0 7605 170.0 1116 170.0 050' 170.0 1302 170.0 960 170.0 1400 170.0 1015 170A 1673 170.0 1076 170.0 1859 170.0 1122 155.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 W Z 66 in 170.0 974 170.0 789 170.0- 1169 170.0 903 170.0 1365 770.0 1002 170.0 1650 170.0 7086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 747.D 1966 170.0 1215 1275 196fi 170.0 1288 107.2 1966 170.0 1286 Z z U)e r = c JOU j 7211 170,0 1063 170.0 976 170.0 1276 170.0 1009 170.D 7408 170.0 1726 1740 1700 170.0 1220 154.1 1734 170.0 1315 738.7 17360 169.8 1366 1116 1734 155.9 1364 99.1 17360 160.4 7362 86.7 1731 160.7 1352 1611 170.0 1172 170.0 431 1709 13dfi 770.0 1000 tfi83 1556 170.0 1209 147.4 1656 1656 1295 131.1 1556 157.5 1266 117.9 1556 M1.3 1751 98.3 155fi 128.3 1729 BdS 1556 1723 1219 73.7 7656 121.2 1216 J o` a�Z 78 in 170.0 1151 770.0 961 1To.0 1381 170.0 1116 155.8 1471 169.3 7245 17fiA 1677 152.0 1224 121.2 1477 139.1 12ofi 109.1 1477 729,5 1191 90.9 16077 116.9 1164 775 1477 170.9 1168 E8.2 16077 1093 1164 > Q �. t• 9011 1420 1110 tdfi5 996 113A 1110 123.9 968 ID15 1110 1075 951 88.8 1110 96.3 936 73.9 1110 07.5 722 71.0 1110 00.7 910 595 1110 71.9 891 50.1 1110 66.6. 078 44.4 1110 627 870 Z Z cN0 Q N p7 961. W84.0 3 872 97.5 975 1015 058 13.fi 915 863 962 732 976 745 829 66.0 075 712 BtT 58.5 975 65,1 807 48.0 975 67.4 769 41.9 915 523 776 36.6 975 49.3 767 1Q- X Z login 696 61.5 771 70.7 685 68.7 771 6J.31,"52 TA 514 771 54.3 564 45.7 171 49.0 655 41.1 771 44.9 617 34A 771 305 832 29.4 711 359 621 25.7177 32.4 fi12 ' rA 0 fifii 611 730 65.0 660 51.1 730 530 473 730 49.9 631 421 730 45.0 622 w 9 730 41.1 614 315 730 35,6 BCD 27.0 730 31.9 689 232 730 29.S 501 oW120 in 569 49.9 6260 512 560 42.8 624 3 37.5 624 39.2 544 33.3 624 3S3 537 340 fi2A 32.2 531 25.D 62d 27.7 619 21.60 624 24.fi 509 18.7 62! 713 SDt CO 400 28.9 433 29A 395 24.8 A33 20 21.7 433 224 385 193 433 20.0 ]11 17.3 433 182 376 C.) N Q O O } a e z U) rn TABLE 11B �� ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 AnchorCapaclty Table(117%) v m ANCHOR CAP.,,",,1- a:� sur.rale 27%f40[1ee 3.skcmc. Harow o4u Flllea cMu Frwma Mtta (DF;,,)X( )=ANCHOR CAP.,,, 910•Em0 v4•ssBcg5lIs'ec. v4":sam waslcel rn2sie11 012sted MULLIONCAP.,,e,,,,,, PRODUCT REVISED AnctlQType sits Elco Mram 114•E1co0nmcOn 3'16.Oco U¢racm 160•Eea utlr4cOn ( ) (� scr5+r(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with the Florida Anohor Cllp Patterns Ultracon AggSS r Ugmcrn AWnCGE3 screw c,b Scren C d Edge DM nm 0nk 1- 2-V7 1-' 2417 349• 1' 2-v7 1- 2-v2• 2. 3118' 7 0.40• 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building o e Fmlx:oltenl0n 1x4• 1x4' tela- 1x4' 2' 1-v4' 1.14' 1-tor• 1N4' 1.114• 1-44' r 1-ye' tae' vmles ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anopia®47611Ain 5 C1Slaraae w VFW Cap(Fig.1) '931D5 3901. 4501x9 egg 106 1614 Md 270 In 280 In 354@9 7401. 3.1. 1.In 946116 3411oa 442In 560 I. OPfTi1NG,WHEN IT IS LOWER THAN THEMULLION Expiration Date 05/261202'1 4 ArcnW 0r]1.115"MIM O.C.13 rd (or 016el)COp ft 2T Am In 7001. NIA WA NIA NIA 3831. NIA WA NTA WA WA 652119 86611 1127 It. CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amloa Q3'MIM O.C.1(2)2t5Ang1e C1p6/09g.3k 7801D9 780116 Gallas 1560 Its 19$1.6 540109 563 In NIA 750im 74C 1. emu 1892 in 682 In 6851. 11201M MULLION.IT WILLYIELD A MINIMUM ANCHOR' By 4 AfCMn®034"MIA.O.C.T U42Ip,hto.100-Alum.IF d) NIA WA NIA MA NTA NIA WA NIA WA NIA WA NIA WA WA 1267 It. CAPACITY WHICH MAY BE USED TO QUALIFY Mlam-0. ProductContra 1AMWT/F-MP 03g 5Y 195106 1m 1. 225 In 445169 em In 136019 140 IDS 1771x9 3701hs 167 on 332 ft 473 to 170 In 2211x zea llB ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancra Q 1.16'NOn O.C/FCYp(Fig.67 240 019 350Im N/A WA WA N/0. 190 Re NIA WA N/A WA NIA Sit IDs 442 ms 5601. ANCHOR CAPACDT.TABLE. 1.250' FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® ® 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. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: �� ,50•••"" N2J �� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.94' . �1't,-' �10ENSF'•��( CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL !.Y FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE /C/ Y ® 6063-T5AND BEA MINIMUM OF.100"THICK.STEEL STUDSTO BEA MINIMUM GRADE 33 AND �4" %O�(�`''•.F<OR10P.••'•\��� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL i S .,.. � ® ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIALONAL ON�"N ® #10&#12 ANCHORS INTO W OOD MAYBE STEEL,18-B S.S.OR 410 S,S, 125 X 3.94-X.624' A.iMaN M WIE9,P.E. MULLION FL P.E.#58705 TABLE12A Mullion Ca ac Tablo bsffe ®ro^ Opening Width(for veNc09y-sparWng mullions)or Opening Height(for hodmmally-spanning muDiorls) s� Jtyt s0 in 601. 70 M ea in 90 in 100 b 120 in 1401n 1601n LL Rectangular hep7lMa19. Reda9w Treprtdang. Rectangular TraprTdmg. Reclnnguf T2pndang, Reclmgwa Tm{JTdeog. Red aril f.r Impr76eng. Reelangutar Tap/gfang. RecMngWer TapfTdang. Reet.,gWar Treprtdang. -2Zi m O 2X4%25 Loadug hieing loafing Lcadng Loafing Loafing Loafing Loada ng lna Laedng Loafing Loading Loadng Lnadrg Loafing Loedna Loedm9 Loafing Alum.Tube a g i b r a g r ?' S b' .&' B p a r r a x •'.. �• S _ ,�.. off.. U �sN s a5 a tMud^la se 2 §o � d �rc ao a ,,1 s 8 ge 1- a � c€ € -a 0 L7 Z 421n 170.0 620 170.0 435 170.0 7U 170.0 478 170.0 866 170.0 506 170.0 952 170.0 519 170.0 1176 770.0 521 770.0 1240 173.0 527 170.0 1486 170.0 521 170.0 1775 170.0 521 170.0 198.7 170.0 521 Q = 481. 170.0 708 170.0 524 170.0 650 170,0 684 170.0 992 1700 630 170.0 1133 170,0 611 170.0 1275 1704 677 170.0 1417 170.0 680 110.0 1700 1704 fi80 170,0 1983 170.0 �0 170.0 2267 170.0 680 w J rn 50.6251. 170.0 747 170.0 Sm 170.0 8% 1700 631 170.0 1048 1700 684 170.0 1195 1700 713 110.0 1345 170.0' 747 170.0 idBd 770.0 756 170.0 1793 170.0 758 170,0 2092 170.0 756 170.0 2391 170.0 756 641n 770.0 797 170.0 612 170.0 956 170.0 %1 170.0 1116 170.0 754 170,0 1275 170.0 503 170.0 1434 17D.0 837 170.0 1894 170.0 656 170.0 1913 170.0 891 170.0 2231 170.0 861 170.0 2950 170.0 -851 11J 60 1. 170.0 885 170.0 7171 170.0 1087 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 sse 170.0 1771 170.0 1W3 170.0 2125 170.0 1063 170.0 2479 170.0 1083 160.8 2680 170.0 1063 K 63 In 1704 930 170.0 745 170.0 1116 170.0 $50 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1859 1700 1122 1700 2231 170.0 1169 166.7 2553 170.0 1171 146.9 2553 170.0 1171 Q ~ Q Z 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1&% 170.0 1086 170.0 1763 170.0 1155 170.0 1948 170.D 1210 170,0 2338 1704 1275 151.9 2437 170.0 1256 132.9 2437 170.0 1288 Z Z m 2 c 721n 170.0 1063 170.0 975 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 1530 vi r $$�y U 76 In 170.0 1772 770.0 837 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 1617 1960 170.0 1421 140.6 1960 170.0 7505 127.8 1%0 161.!1 1348 108.1 1980 154.0 1535 929 1960 152.7 1531 d 9 U ,7Z 10 78M 170.0 1151 770.0 96'7 170.0 7381 170,0 7718 170.0 1611 170.0 1250 170.0 1842 170.0 13E9' 1527 1861 170.0 1474 137.4 1861 183.1 1500 114.5 1E81 147.3 1473 982 700"1 139.6 1459 83.9 1881 137.8 7454 u~i d) n J r r BO In 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1196 111.8 1395 121.3 1178 99.4 1398 110.2 1182 89.5 1398 IDLE 1147 74.8 1388 89,8 1122 63.9 1398 827 1105 65.9 1396 78.9 1096 Z %h 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 172 1229 98.9 1044 51.9 1229 69.6 1029 73.7 1229 82A 10le 61.4 1229 72.2 993 527 1229 65.9 877 46.1 1270 62.1 %7 Q � z F 108 D4 107,5 971 105.5 877 86.7 971 89.0 882 74.0 871 77.2 549 64.7 971 6(1.4 937 57.5 071 61.8 1211A W7 964 816 43.1 871 49.0 7% 37.0 877 44.0 782 324 871 40.8 777 a N N� o`O 9•'O III in 85.4 919 97.3 032 79.5 BID 81.9 619 66.1 919 70.0 806 i9. 919 fi2.B 791 70.0 019 56.7 819 51.8 771 ]9,7 019 M.6 758 34.1 878 40.2 742 28.8 919 J7.I 772 N x 120 in 755 786 76.8 716 620 788 54.5 705 53.H 786 59.8 695 472 706 49.1 688 41.9 788 44.4 706 q0.5 fifi8 715 784 34.8 653 21.0 788 31.0 641 23.0 786 25.1 671 Y 1441. 43.7 546 M2 504 36.4 548 37.0 496 31.2 646 31.9 491 77.3 546 1.8.2 485 24.3 54fi 25.3 548 229 474 182 519 10.5 484 13.6 516 172 455 13.7 546 155 445 ~ x 7 U N Q Q Q TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: (L2 ZCO Cf) mO a0 Anchor Capacity Table(Lbs) ANCHOR CPP., O - M ma substrate: 270lbrclNe 35N cent. Ho0m1 CMU RMCMU I'Twoed Metal (DP,®)X( )=ANCHOR CAP.uv Y16-Ek. 114,Ss Eco 5,16-Elco 17,17 SS Eco 810S1ed #VStod m2 Sax! MULLION CAP.•,0,,..,,, Anebor Ty": 91t6"Eco Urtrsan v4'Elco Ubacon 3rtE Ecoltlam vb'EIcOUttracon AnchorCilp Patterns umacm AggreGdgr u8r4cm Agg1EOLm Screw(G7r sclex(G5) Screl(GS) USE THIS FORMULA TO OBTAIN THE•ANCHOR PRODUCT REVISED Edge Ctstarce On) t• 2-vz 1• 2-trz Sue' 1' 2.112 1• 2-1Iz 21 saner z OAS' 0.54• 0.320' CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Embednent9nT 1314• 13x4• 15/4' 13'4' 2r 1-114" 1•tl4' 1.114• t•L4' t-1/4' 1.110 z 1J'B• t3r8' Wes ACTUAL PRESSURE REQUIREMENT FOR THE Building CodO 2Ancln.t'447S Nn,O.C./slaMad erOMCI1p ffig 182)1 BOO O4 340165 45D lbs ego bs 1644 bs 7709. 280 to, 351 bs 7401tc 3741bs r£4 ltc Dos Im 3411Ds 4429. 5601ns OPENING,WHEN IT IS LOWER THAN THE MULLION NDA-No. 17.0630.01 4 Archers erg 26W M In.O.C./SW=(M Cttel)CUP(FIB 3y 740 M. 740lbs Gro lbs 14052H 1424 bs NIA fico lm NIA 051os WA am ms WA W2 1b, e65m4 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05126/2021 6Ar,has @ 1.71-MIL O G rSla-W(a OMct)CUp Pg.4y 685105 1050 758105 19461bs N7A N!A 705Its NIA 79DID4 WA ILA WA 10221bs 13271N 1bE0IIM MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Am h5M 133•Min.O.C.1(2)W Angle Cllps I(Fig 57 7BOIbs 7 b sw IDS 15M its 7895 bs OLDS 5609n NrA 760108 748105 BPI]8. 1892 trs 692bs 885105 N211bs CAPACITY WHICH MAY BE USED TO QUALIFY By 6Ar4Ke443'MN.O.C.1(2)2x5Aigl9Clipst(Rg.fiT 1170lbG 11701W 10201bs 234008 2644 bs 61 M 840 It, NIA 1140 bs 1122 ms 13701os 2838 Ito 10Q21bG 132784 1680 IN ADDITIONAL ANCHOR OPTIONS FROM THE Miam Product Control 3 Arcipls®1.34'MIn.O.C.r U4:8p,IMo./2SAlum lF87x NIA WA NIA WA NIA NIA WA WA WA N7A WA WA WA WA 1073 ANCHOR CAPACITY TABLE. 6AMhoMQ 0.64•MIn.O.C.IU4:np,Into.l2SAlum.(Fg.ep NIA WA N7A WA I NIA I NIA WA NIA WA NIA WA NIA NIA WA 214 IDs 2 AMtnrs®268'Lg.O.CI FCllp(Rg 8x 370.b9 970 rte 315105 7d31tn 7121bs NIA 200110 NIA 3481be NIA 4401bG WA 341 109 ad21t6 6601G 3AM10M 01.71'Mr.O.Cr F47 (Fig.10Y 443 Ls 5256. 379tH 973 ft WA N/A 3MLLc WA �91M NIA WA 1 WA 571105 664103 BdO bs NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2' FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2000• • ® 111111 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `��l NY LYNN GENERAL INSTALLATION METHODS. O i� • • • • • ` '••'''y10ENgE�,1Z� FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • - .250" 4.000' - N0.58705 • • • • 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.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ,b �•t C LOCATIONS. (/L %�Q ST TE O I ' FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: 4 SUBSTRATES:CONCRETE SHALL CONFORM TO.ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ANGLE CLIP ) F< P•.•' (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. i� Sl GRID G\\� • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125•'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,046'THICK(18 2'X 4•x.25'MULLION S/ONAt E���� IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND 436.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.Lll1(IN M!L!Lt4�2,P.E. THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. It , TABLEI3A Mullion Capacity Table IbsBt1 in r Opening Width(forveNmag-sper"rg millions)or Opening Haight(for Farizoddy-sparring midpons) + Sol. 601n 70 in 80 N 901n 100 in 1201n 1401n 1001n Roctangulsr Trep/7dang. Rectangular 7repRden9 Rectangular TrepRdang. Recian9Uar TapRdanA• Rectangular Trep7Tnag. Redangdar Ttap"itmit. RectagAer haplillarp, Radangder TrepTAang. Reetam,Nler Trap/7den. � O 9 2x6x.26 loedn9 lnodng i.oadng LoedNO Loadig Lowing loadm0 Loading LOafinO Loadne Loafing lAadrg Loafing Loafing Loafing Leading Lcedhg loadlnB c g w Alum.Tuba i i ru• r r a a �' ,Or r^ a r a a �.• .�• a a i r a n a A' r^ a Mu18on a o 8 ip 759 v v v v d �a v 3 3 3 v v v 2S 3 v 3 ip` u c9 43 og ci 3� � c3� o u�• 4�I 42 in 170.0 eM 170.0 435 170.0 744 170.0 478 170.0 866 170.0 508 170.0 992 170.0 516 170.0 1118 170.0 521 1ZO.0 1240 170.0 521 170.0 1468 170.0 521 Vita 1736 170.0 521 170,0 1003 170.0 621 w � W n J 2 48 in 170-0 708 170.0 $24 170.0 850 170.0 584 170,0 692 170.0 630 170.0 1133 770.0 661 1740 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 e60 170.0 1983 170.0 680 170.0 2287 170.0 ®0 C _ U U 50,625117 170.0 7d7 170.0 583 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 7345 170.0 747 170.0 1494 170.0 756 170.0 1783 170.0 F.g 170.0'203! 170,0 758 170.0 2391 170.0 756 2° _ 641n Vail 787 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1694 IX 858 170.0 1913 170.0 B61 170.0 2231 170.0 861 170.0 25% 170.0 WI (7 LU p o a m M W BBN 170.0 885 170,0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 7063 170.0 2179 170.0 1063 170.0 2833 170.0 1083 -{ 1O U 631n 170.0 920 170.0 74S 170.0 1116 170.0 1150 170.0 1302 170.0 840 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1189 170A 2603 170.0 1171 170.0 2875 170.0 1171 a Z U m Q t 66 N 170.0 974 170.0 789 170.0 1169 170.0 907 170.0 1364 170.9 1002 170.0 1558 170.0 1068 110.0 1753 170.0 1155 170.0 1948 170.0 1210 17.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z Z zo = C 72in 170.0 1063. 170.0 878 170.0 1275 170.0 1009 170.0 1480 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 170.0 2550 170.0 1480 770.0 2975 170,0 1529 170.0 3400 170.0 1530 W UO W J 78 N 170.0 1122 170.0 937 170.0 1348 170.0 1080 17D.0 15/0 170.0 1209 170.0 1794 170.0 1322 170.0 2018 170.0t17 0.0 2247 170.0 1505 170.0 2592 170.0 780 170.0 3140 170.0 1694 170.0 3589 170.0 1705 J d o V coin 78117 170.0 1151 170.0 867 170.0 7301 179.0 1118 170.0 1811 170.0 1250 170.0 1012 770.0 1369 170.0 2072 170.00.0 2302 170,0 1564 170.0 2763 170.0 1700 170.0 3227 170.0 1777 770.0 3683 170.0 1798 =o I r 00717 170.0 1328 170.0 1144 170.0 1594 170.0 1328 770.0 1858 1700 1488 170.0 2725 770,0 1653 1740 2391 170.00.0 2856 17(1.0 7818 170,0 3188 170.0 2125 158.0 3413 170.0 2273 1365 3413 170.0 2361 f 'Z Z N Q 90 In 170.0 1417 17D.0 1232 170,0 1700 170.1) 1434 170.0 1883 170.0 Jen 170.0 2287 170.0 1784 170.0 2550 170.00.0*_I_ 95 160.0 3199 170.0 2330 137.1 7199 168.8 taro 120.0 3788 156.1 2428108 in 170,0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 770.0 1870 170.0 2550 170,0 2078 100.8 2781 170.0 .3 33 127.9 2781 740.4 2281 105,8 2781725.8 2734 82.7 2781 116.0 2190III In 170.0 1636 170,0 1454 170.0 1966 170.0 1700 170.0 7293 170.0 1832 170,0 2821 170.0 2148 151.0 2872 102.38.8 10 113.0 2032 128.4 2100 87.8 2832 115.1 2128 85.4 2632 108.3 2090 � LUXY Y 120 in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 1514 2252 159.9 1987 135.1 2252 1414 7884 120.1 2252 12728.1 15 9012252 98.8 1672 77.2 2252 88.8 1878 87.8 2252 81.6 1008 U x QW144 N 125.1 1581 t2B.6 7445 704.7 1584 106.1 1425 08.4 7564 913 1407 78.2 1564 80.7 1380BAS 1684 72.3 ,6 8 621 1584 56.0 1330 02.7 1564 492 1305 39.7 1564 44.4 1283 LD d=N Z U U TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: a0 � 6 �m�D Anchor Capacity Table Ibs 0 9 > ANCHOR CAP._ , G o H ��p•"3 Substmlo: 2.71,Cancreln 3.5k Cona. Hoft,CMU FIBed CMU PT iNOad McWI (DP,,,)X( )=ANCHOR CAP.,,, 6/1WEleo 1W SSElo05116'Elco 1/4•SSEloa alOSteal 012slaal 01251/1/11 MULLIONCAP.,,,,,,,�, PRODUCT REVISED Anchor CGP Patterns Anchorrypo: 3176'Eko Ulimcwl f!d•Elcg Udrmm 3'16'Elco Nlrooan 1/4'Eloo Nbaeon ( ) ( ) ( scompl Ing with tho Florida ultr4cm AgoreGolor unrdoon AggreGetor screw 175 screw as screw as) USE THIS FORMULA TO OBTAIN THE"ANCHOR yy Edge lWaoe 9nk V 2112' r 2-ur 3-1/9• 1• 2.112' 1• 2-Vr 2' 3-tIr r 0.48'- 0.64• 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN Building Codo Embedment BoC 1-314• 1-314• 1-314• 1-31C r 1-uc 1-114• 1.310• 1.314• 1.114• x174• r 1-319• 1-3/9• sMea ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01 2 Andra.®4.75 MIn.O.C.I Slandard 0-r O.met Clip o-lg.182): 390 lb: 380 lbs 45D to. 890 In 1644 Ita 270 ros 260 In 364 In 740 In 374 in 664lbe 948 In, 341 The 442 Ibis 501ba OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date D5/2612021 4 Anchors@4.WMin.O.C.1 Standard(or Offset)CIIp(Fig.3): 780 Rn 780 Ibis 90Dlbs 17801n 3232019 540 On 56A Ihs 708Ibs 140011. 748 in 12721be 1892 In. 682lbd 685 I1. --7120 Fib, CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchm @ 1.71"Min.O.C.I Stained(or Onat)Clip(Ftp,4): 1180 In 1400 lb, 1010 In 2595 lbs WA WA 840lb3 NIA 1005 in WA WA NIA 1363 lea ITM It. 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR gY 4 Ashore 0 3'MIn.O.C.1(2)245 Angle Cops I(Fla.51, 780 lbs 780lbs 680 Ilia 136_0 lb. 18951bs 540 1b, 580lbs WA 760]be 748 In 660 lbs 1092 In 082 Ibs 685 In 1120 In CAPACITY WHICH MAYBE USED TO QUALIFY Miami- ode P duct Control 6 Anaham @ W Min.O.C.I(2)2%5 Apple Cops I(Fig,41 IWOlba 1560 In 1360 lbs 312D 11m, 879211. 1D8011. 1120100 WA 1520100 149G Its 17,10 lbs 378411. 1353 lbs 1770 In 2240 In ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchore 491.5"Min D.C.1(2)2ts Arga Ceps/ff'g.7): 166011. 2100 In 1440 In 378011. WA WA 1320 In WA 2E- WA WA WA 20450. 269IR 3360 lb. ANCHOR CAPACITY TABLE. 4 Arwhors 00 1.34.'Min.O.C./U-CYIp,Nto.725'AUm.(Fig.B): WA WA WA WA WA WA WA WA IIIA WA WA WA NIA NIA 1430 lbs B Arxhore®0.84'MIn.O.C.l U42ip,lnlo.12WAlum.(F1p-9R WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 26611ba 1--2-000----1 2 Ancbore Q 4.08•Min.O.CJ F-Clip 1Fl0,10): 990lba 390lbe 950 lbs 89011. 1616 au 2701 a 280 lbs 354 lba 7401b4 374 147 636102 94811. 341 Ibs 14211. 560 i n 4 Anchors®1.71'Min,O.CJ F-Cap(Flo,11): 590lba 7001bs SOS ibe Q98 lbs WA WA dro Ibs WA 533 In WA NIA WA N2Ibs 68516s 11201bs 250, NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2• FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: • • • • 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. - /// LYN/y�'//. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • 6.000" : .• L10EN@F:'•,��� i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Q.• •'.P • • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON *: No.58705 FIGURE 5: FIGURE 6: FIGURE7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ /1 ANGLE -•D .(/1' 4' • • • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ••, J�-- (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED O�'•,• S ATE F y!/ • • o • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063•T5ANDBEAMINIMUM OF-125• ��(C ........... MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO SSS NG • • • • • • • • USED, BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW // /�N �\7�\ PAIRS, 2'X B'X.25" A.t/Y1N1 1�p�jhE4 P.E THREADS BEYOND THE MATERIAL.#10&it ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A h Mullion Capacity Tablo sl82 Opening Width(for%ertica*spanrdtg mta9lons)orOpening Height(fortlorimt#ady-spar3dng mumons) >~d $ a Som fiom Tom 80 In 60 In 100 In 120 in 14 In teoln o Rectanqumr Trap I}imrq. RecTarpaiar 7rap'7nang Reeta39ata TraprBfanp, Rectarguhr TnpRrtam. RectargWer TwTdaip• R-ifamwo, TmapRnwg, RactalrgWar T.pTta-. Reowm-uar Tmptfrtang. ReetaVA. Trap?narq. 1.26"x 2.11" Uw11nO Loading Loading Loafing LOWI g Loading l"ding Loading Loading Luadrg Lading Loading Uadiig Loading Loading Loafing Laadlrg Lmdrrg •a x.126"Alun Tube Mull Na �� 1s ° a � x� di e� z rsa sL ssy �E a~v w 42h 1442 526 1670 428 F41.2 NO 14&9 419 103,0 328 1369 414 90.1 526 134.6 411 80.1 626 134.1 411 721 SM 1341 411 60.1 528 134,1 411 81.8 526 134.1 411 43.1 $26 134.1 411 W Q 481n 986 403 1060 333 4W 94.7 325 BB,O ani 80.4 320 60,4 403 81.4 377 63.7 403 79.1 315 483 403 Tab 314 40.3 4W 78.8 314 34.5 403 70.6 313 30.2 403 768 314 -4 50.8251n 823 381 91.0 301362 79.3 244 56.8 362 Ti.9 289 51,5 367 87.2 288 45.7 362 64.6 284 4U2 36-1 836 283 343 382 6:i6 293 29.4 362 83.5 283 25.7 383 835 283 �' S I 541n 67.8 318 74.1 267 318 642 261 48.6 316 57.7 256 424 318 6a6 253 37.1 318 W.8 250 339 318 465 219 28.3 310 49.1 248 242 318 49,1 248 21.2 318 49.1 248 (0 LU O o F- W i ca O C 601n 49.5 258 63.1 218 258 45.7 2t4 35,3 25B 40,7 210 30.9 2SB 37.2 207 2T.5 258 34.8 204 247 256 33.4 203 20.6 258 32.2 201 fl,7 258 322 20t 15.6 268 32,2 201 -{ t� c) W63 Int 427 734 45.6 200 234 39.1 195 30.5 234 34.7 192 20.7 234 31,6 188 23.7 234 29.4 185 21.4 234 28.0 184 170 234 26.6 1B3 15,3 234 20,5 163 13.4 236 28.5 783 w F tW.) Z IS 661n• 372 213 39.4 1W 31.0 213 33.7 779 26,5 213 29.8 178 23.2 213 27.0 173 268 213 25.7 170 tae 213 237 169 1S5 213 ?2.2 187 13,3 213 220 168 11.8 213 220 160 d 72 in 28.6 170 30.1 t65 230 tte 25.0 162 20,4 !T8 228 149 17.8 178 20.3 f4T 15.9 179 18.7 145 •�� $ V 78 in 20.3 tfit 25.4 140 20,3 103 21.0 137 17.4 161 19.0 736 16.2 167 17.0 103 781n 223 152 235 133 168 152 19.9 131 18.1 162 17.5 128 Q r f- 7 i 14 TABLE146 Anchor Cepaehy Table b6 ANCHOR CAPACITY ADJUSTMENTFORMULA: Q r Z N 8u0svate: 2.7xcmaata &6K GaC. fto9awcuu ANCHOR CAP.,,,,,,,,,, _ (9 1'- X_B .o sp F10e0a4a PT waa1 Matat {DP„)X{/ -ANCHOR CAP.,,, m Amina 5/16"Eko 1/4°56 EIco 6n8'Elco tl4^S3 EIco M10 Stag rn2 Strel MI2 S[zl `MULLION Type 3r16"Exo Utma, i/4"Bco uftac 3fiCExo Ult 1-n U4"Elco Ullrecm AnthorCgp PaffiSm3 tnir4cm AggpGMcr Ullracm agge6aor Scmw(G6}senm(GS} screw(05) USE THIS FORMULA TO OBTAIN THE^ANCHOR N w x Edge OUtarce(Ink 1' 27/2' 3718' t^ 2-112." T 3-ve^ T 648• ItAl' 0.324^ CAPACITY REQUIRED"CORRESPONDING TO AN @s C" Rnt>eanentPnk 1,3d^ I-Wr 7-TV lana^ 2' t-vv 1.v4^ to/a'• 1-v4^ 1-v4^ t-1/4• 2' t-16" 1Sre" vanes ' ACTUAL PRESSURE REQUIREMENT FOR THE N Q ?� 4 AnCh-�3•aim.O.C.II 2s5Ang:e Ogis/tfl0.sk 7801ns 78011. 666lta 15M in lees las 8401ta 560ros wA Ts}I6s 746m ea9ns tte21� 602InS 885 ros 143D to OPENING,WHEN IT IS LOWER THAN THE MULLION t? Q O Q CAPACITY(FROM THE TABLE)OF THE SELECTED 'L a -U) t0 I MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFYOf c� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED I as comptyIng with the Florida Building Code NOA-No, 17-0630.01 Expiration Date 05/266/2021 TABLE NOTES - By-G Miami-Da Product; o�ntroi 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. FIGURE is 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. $� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. CONCRETE4)SUBSTRATES: I 125" CONCRETE BLO KUT( SHALL CONFORM TO ISPECIFICATIONS.301 U)SHALL CONFORM TO ASTM G90. SR WOOD SHALL BE PRE URE• EAT �ED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125' 3 1SCENSF'•��{� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1,28'X 2.11"X.125'MULLION '•,� LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) .! No.68705 THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 SS.OR 410 S.S. W(��� • %�trs�•.tORt�t'.•.'G��� /7rs� NAL A.L�NHMill R,P.E. FL P.E.#58705 TABLE 15A ® � 2 Mullion Capacity Table(Ibsffe) n a Opening Width(for%stticaly-sparaing mUDorls)or Opening Hoight(forhDAzonla6y-spanritg mUDms) 50 m 60 in 701n so in 901. 100 N 1201.1 1401n 1601n m O Rectangllar TrapRdang. Rectangular Treprrdan9• Rectengal 'RaplTdang, Rectangular Taprrdmg. Rectangula lbolyda,g. Rect.npWar TraprTrl.nq. Rectangular TrapRdang. Reda gdar Trap/Tdeng. Red ;'ler Np?deng. 325"30 Loading L.adnq L ang Lcedng Loadlnli Loading Loading L.ading Loadlne Loadllg Loedln9 LoaAn9 laadng LoedmJ L.ad�ng L.ednO Laedln9 laadlny DEG.AL A. " . a "u BAY MULL R 8 A R a" > € � N 3$ 9 a'- "$ �8, 3 g s E s of s� s ll d' 5 � 1 3 0 z ��� @ �z a� �� a E W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1115 170.0 621 170.0 1240 170.0 521 170.0 1498 170.0 621 170,0 1735 170.0 521 140.1 1740 170,0 521 J U) re 48 In 170.0 709 1709 524 170.0 BM 170.0 584 170.0 992 170.D 630 170.1) 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 E80 50.626 in 770.0 747 170.0 681 I70.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 770.0 723 170.0 1345 170.(1 747 164.2 1603 170.0 756 1369 1443 170.0 758 117.3 14M13 170,0 756 1028 1111.7 170.0 738 O W O 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 BW 160.4 1351 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 661 103,1 1353 170.0 881 90.2 1353 170.0 861 C 7 co W 60 b1 170.0 8885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 873 146.1 1211 170.0 944 129.9 1218 159.8 936 116.9 1218 162.1 924 07.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 146.1 913 f- (.J Z 531n 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1160$411 131.4 1150 163.0 914 116.8 1150 141.9 B98 105.1 1150 1542 885 379 1160 126.7 871 75.1 1160 1262 370 65.7 1160 1282 670 W z CL $ _ 63 In 170.0 974 170.0 789 152.4 1648 165.8 HI 130.6 1008 114.3 1045 133.1 360 101.6 1048 123.4 839 91.4 1048 118.6 830 762 1048 109.4 821 65.3 iWa 1082 878 57.1 1045 108.2 SO vi z 9) J721n 140.8 880 141.8 784 117.4 MO 126.0 748 100.9 BBO 88.0 880 100.0 722 78.2 380 82.0 712 70.6 880 862 703 58.7 360 792 693 50,3 880 765 689 440 880 76.4 880 �Z 7B In 118,7 780 125.1 fi90 99.8 190 108.4 876 05.5 790 74.8 790 83.9 652 6(1.5 790 769 643 59,0 790 71.7 635 40.9 790 65.1 624 42,8, 790 62.1 819 37.1 790 61.5 617 e{ e 78 b 110.8 760 115.5 657 927 760 961 660 78.1 750 69.2 750 77.1 621 61.6 750 70.8 612 550 75(1 85,7 605 462 760 58.4 594 39.6 750 56.2 608 34.6 769 65,5 688 Z Z Q Q 90 in 721 5M 74.4 MO 60.1 567 629 491 61.5 S63 45.1 563 489 475 40.1 A415 35.1 563 40.9 462 30.0 563 38.2 452 25.8 663 33.3 445 22.6 563 31.a 442Q m Z (DWSB in 59.4 495 61.1 443 49.5 495 51.6 435 42A 495 37.1 495 39,9 421 33.1) 29.7 495 332 409 24.8 495 29.1 400 21.2 495 26.6 394 18.6 495 25.0 390CO O ice In 41.7 •391 42.6 353 34.3 391 359 343 29.8 391 31.1 342 26.1 391 27.6 337 232 0.9 391 228 328 17.4 391 19.7 321 14.9 301 17.8 315 .- 111 N 38.4 370 39.2 333 32.0 370 33.0 330 27.7 370 28.6 325 24.0 370 25.3 320 21.4 102 370 20.11 312 16.0 370 18.1 305 120 in 30.4 317 30.9 299 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 („) Q O O 1441n 17.6 220 17.8 203 (L z 1n co TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: U _ji �,� � Anchor Ca acl Table bs ANCHOR CAP.,","„�, substrate 2.7kCurcrete 3.5k Cm. Honawcmu HIM Cmu PTWood P.M.t (DP,)X( �=ANCHORCAP.,� PRODUCT REVISED '5116.61ce 114"SS Eke 5116"El.n 714'SS Eko 1110 SIZ 912 61111 *1251111 MULLION CAP.,,,,,,,, A.clnr type: 3118'Eko Nuaoon 114'Eko Uluacm 3716'ea.Uluacon 114•Eko Ulaax. as compiy11 with the Florida Anchor Clip Pattering uttacxn Allg.oamr Ulm- Ag9ret3ator screw(c�6crew(0.5) eerew(G5) USE THIS FORMULA TO OBTAIN THE°ANCHOR gulldingE Eden DiStanca On)- 1" 2-1R' t' 2-11T 3.118^ t' 2-i/2' 1' 2-t2' T 3.16- 2' E6-821b. 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDINGTO AN NOA-No. 17-0630.01 E,nbed.M#Ink 1-14' 1-114' 1.3/4• r 1-114' 1.1/4" 1-114' 1-t/4' 1.114' 1-114" 2' ia18' 4adex ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclnrs@5'601.O,C./Q)2xsArglO cops/IPe.1C 350 ms *soros 450160 8901* 1700 m3 270 me 26a Lbs 354 roa 740 Ih 374 ms 72olns 9461ba 442lb1 560 m. OPENING,WHEN IT IS LOWER THAN THE MULLION IEXPIraHOn Oalo 05/2612021 4 Archers 69 3.5'MIR O,C.1(2)2x5 An01e Cfpe/(Flg.2): 780 ms 780 lb. 790 lb9 167-IDs 2525 ms 540 ms 5601b3 NIA 1120 ft 748 Lbs 9so ma 1892 lb. ass ma 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED BY6Anchare 492.T1'Min O.O/(2)2x5An91eU 1(Fip.ap 1120ISs 1120 me 960 Ibe 22481ba 22541be WA 8401b. WA losslla WA 1329roa WA nz7 ms 7MDibs MULLION.IT WILL YIELD A MINIMUM ANCHOR Miami-D do Product Control - ADDITIONAL WHICH MAY BE USED TO QUALIFY -- ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. l t#I I I 1,,1111 71 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '126" �`aQly•,,,,.:y14`11 ,A721 o o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30° �'�;.•' 1}GENy"E•.�l� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q'; •;tT��� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" �• N0.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 0 0 0 YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063•T6AND BEA MINIMUM OF.125" .p THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30°BAr O •.. SATE F ��� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.410&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION - :��s'••"Z ORIDP:•'G\7 ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. S/ION'41"tEN 111\ A.LYNN tuultiLLER,P.E. FL P.E.#58705 TABLE 164 � Mullion Capacity Table bse) ®��8 Opening Width(foroelticab-sparctirg mtlfiorts)or Opening HD(ght((Gr MrzorAaPy-spertNng mNfions) C so In 601. 70 in Be In 90 In 10010 1120 in 1401. 160 in u ftectenguh. Tmpridang- Rectangda Tap7Tda1v. P-4 0., TmpRdang, Reclangdm TmplTda"' ct�rwlar 1lepfrden9- Raclanpdsf T*V-nn9. Reehn941az Trd{JTdan9• ReOtengalar PfTd RBd4ngWar TmNllien0. k' 326"b6 Lcndln0 L-dng LoednO L�dn9 Laadng Leadng Laadn9 Loedn9 Loading Lbedln9 loedng LnadnO Loadng Laedn9 Loadn9 Loadn9 Inedln9 Lo.dn9 oY DEG.AL _y r r r r D - r t r r r r 2• r 2• 2' r r r r r r r r 2:• L rZ' r BAYMULL 6 m ^ 11 v v u u v O v aPS 3 a v r? c9 v tS v b° 1� t�'7 Li u r� c') 1$ t5 c3 u S u a ci 3 e cam. c3 0 _ U o� i s� yq sF s� t @ s� m� s 'e s� s �g a s� €� & e'e o� h s� s� o �� �� �� c w O 429 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170e 505 170.0 992 170.0 518 170.0 1116 170.0 521 1709 1240 1740 571 170.0 1488 170.0 ut 170.0 1735 170.0 521 150.3 1971 170.0 S21 J 48 in 170.0 708 17D.0 524 170.0 850 170.0 584 170.0 992 170.0 83D 170.0 1133 170.0 661 170.0 1275 170.0 677 170,0 1417 170.0 680 163.7 1637 170.0 680 1{0.3 1637 170.0 680 1228 1637 170.0 680 C/) 50.67510 170.0 747 170.0 383 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1795 170.0 723 170.0 1345 170.0 747 170. It 0 1484 170.0 750 147.1 1552 170.0 758 126.1 1552 170.0 768 110.4 1552 170.0 756 C9 w O S 541n 170.0 797 170.0 612 170.0 856 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 1652 1455 170.0 &S6 129.3 1455 •170.0 861 110.8 1455 170.0 861 97.0 1455 170.0 861 M M CO W CO In 170.0 885 170,0 701 170.D 1063 170.0 797 170.0 1240 170.0 878 157.1 1300 170.0 944 139,7 1309 1704 996 125.7 1309 163.5 094 104.6 1309 157.1 682 59.8 1309 157.1 892 78.8 1309 157.1 982 l-• Z 63 in 170.0 930 170.0 745 170.0 1118 170.0 850 1629 1247 170.0 940 1424 1247 184.5 983 126.7 1247 1526 965 114.0 1247 144,3 962 85,0 1247 138.2 036 BiA 1247 135.7 935 71.3 1247 135.7 MS � W z l a d m 2 g ell In 170.0 974 170,0 789 170.0 1189 170.0 803 1444 1190 163.7 885 129.9 1190 147.9 845 115,4 1180 136.5 928 103,9 1190 128.4 916 BeA 1190 119.5 698 742 1190 11 B.1 893 64.9 1190 118,1 693 Z 410 z eU c 7210 161.8 1010 169.8 677 134.7 1010 144.6 556 115.4 1010 1212 862' 101.0 1010 114.7 826 98.8 1010 105.8 817 53.8' 1010 BB.B 807 872 1010 14.8 795 57,7 1010. 87.8 780 60.5 1010 87.7 7&9 ? -'�Q 7610. 137.4 808 143.6 782 114.5 808 1220 775 88.1 908 107.1 761 85.9 BOB 96.2 749 74] 906 86.2 738 047 908 623 729 57.3 806 74.7 716 49.1 BOB 712 710 428 See 70.0 706 f J rcZ n Q r 78 in 127.1 861 132.5 754 1059 861 712.5 738 80.8 881 88.8 725 79.4 d51 68.5 713 70.6 861 81.0 703 63,8 861 75.M1 894 63.0 661 68.1 681 45.4 661 84,5 675 39.7 081 61.7 672 9D In 527 fide 644 574 See 648 721 664 69.1 646 67.9 654 51.7 W 56.1 545 48.0 646 50.9 537 41,4 646 47.0 530 34.5 646 413 618 29.5 648 382 511 25.9 646 36.5 507 !n Z H w-N 08 in 682 563 70.1 508 56.8 568 59.1 499 447 565 51.4 491 426 568 45.8 483 37.9 SW 41.4 476 34.1 568 3&1 470 28.4 568 33.4 459 24.3 568 30.5 452 21.3 588 25.7 447 0. O ri0 1081. 47.9 449 45.9 405 39.8 449 412 399 342 449 35.7 393 28.9 MB 31.7 387 25.6 449 25.6 382 23.9 449 28,1 371 20.0 449 22.7 368 17.1 440 20.4 301 15.0 449 19.8 356 W O oy Y 11110 44A 425 45.0 305 36.8 425 37.9 379 31.5 425 328 373 27.8 425 28.1 387 74.5 425 262 362 22.1 425 24.0 358 18.{ 425 20.7 350 15.8 425 16.8 313 � K ww N � 12010 34.9 784 35.5 331 28.1' 364 29.8 32e 249 304 25.8 321 21.8 364 228 317 19.4 384 20.5 313 17.8 364 147 309 Q Q 144 In 20.2 253 20.4 233 16.8 253 17.1 230 i Z 90 s:0 TABLE 168 Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: O Anchor Capacity S=b%W 27k Ummte 3.5k Cana. mou"CMU FBod CMU 9T Wood Molal (DP)X( >=ANCHOR QAP.va a1s Eka 114'SSEka Ste Eka 1r4'ssEko x1Dsleel 6lzstael atzstea MULLION CAP.,o PRODUCT REVISED A.WType 3116'Elco l9aacon tld'Eka Nhaean fnbxon 9116'Eka Ultmcm 114'Eko Mum A Gator UtZn A as Complying with the Florida Anchor Clip Patterns ogre ggreGelor samw(G5)satea(G5) saav(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR d-1 TIP,Codo Edge D.1-MY 1' 2-12 1' z-1rr 3-96' r 2-1a' 1. 2-117" r 3-118' r 1).4e' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN NOA-7o. 17-0630.01 Embedment(Ink 1314' 114' 1314' 114' Z /•1/C 1-V4' 4Vd' 1.114' 1.114 1•Vd' Z 1318` 131x• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anct-06'MWn0.6.1(2)2x5 Atktle Clips I(Ra.1k 380 gx: 3Bo me 45010.11 890 ms 1700 ms 2701bs 28011.1 3549. 1401ta' 37411.. 50I� 9461b, 341 1b. 44z 1m 560 lb. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05126/2021 4 Ancnom 3S•Min O.G I(2)2�5 Angle tips 1(Flg.27 TeD 7801bs 79019 10701bs 2573 9s 540 1h 3601bs tUA 1120 rebs 7481bs BBD 114 1892 9s 682Ibc 8851bx 1120 ms CAPACITY(FRAM THE TABLE)OF THE SELECTED 6 Anchors @,271'Min O.C.I(2)2x5 Angle Caps/ g.7T 11x0 tOs 11201bs 95894 22461bs zzs4 m. RIA e4o las N/A 1o59 tbs wA t3zo na N/A toz2ms t3271es tseo i0s MULLION.IT WILL YIELD A MINIMUM ANCHOR By CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da Product Control i .- ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLEFIGURE 1: TABLE NOTES: 1) SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, j SEEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. } 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. f FIGURE 2: ` 3)MULLION AND.MULLION CLIPS SHOWN ARE NOT SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. �tif tJY LYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45° `� a0,••••"•• �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, P��•.• 4,10ENgF••,(�� 41 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3-2 _ No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45'BAY T r LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUWON ^O TATE F . • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 B.S.OR 410 S.S. %��•'•.'�G ORID?•.•`G���� s ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ZON'q 1rN����\ A.L1YNN,9J LE93,P.E. FL P.E.#58705 i i 1 c; 1.00C., 1.000. 1 125' 26' s YS .125' .125" 2.760' 2.750" .125. &126' -1 2 000' 2.000' .125, .285' U) 2.116 N0 126' II 6 L 375* .375 aa• .500" L 125' z tic'I Nw _T 0 _T .900" VX Z'X.125"MULLION 1 X 2"X.375"MULLION 1"X 2.75'X.376'MULLION 1 X 2.75"X.650*MULLIO N I'X3.125'X.5'MULUON 1.26"X 3A 88"X 265"MULLION 1.26"X 2.1 V X.125"MU LUON In 606346 ALUM. 6083-T6 ALUM. II06346ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6ALUM. 6063-T6 ALUM. X-SIECTION X-SECTION XSECTION X-SECTION X-SECTION X-SEQTIQN X-SECTION C7 LU2 Ix cc 0 0 125' F--.125- g c) cn z TABLE A tj z I < 5TANDARDCUP US CLIP Dimension Value on) For Z 0 6063-T6 ALUM, 2XSANG I I . 2.( X-SECTION 2.125" 6063mT6 ALUM. 2 -01 0 U-CUP XSECTION A 1.625 _j Z I I 2L 1 125" 608346 ALUM. I'X2*X.425' < _j X-SECTION •125' a 2654 Aluminum z I- V ¢ rn :z C 0.895 0) Tube D 0.740 Mullion co z z 0 1,(D z 740. A 1.125 n Z 5,600 B 2.404 LU C) X2. X.375'Aluminum 2 CUT HERE TO .37V ,375' 3.120 CREATE F-CLIP,SE C 0.635 Tube Mullion MIN.. r 1 .375'MSN.- D -6-49-0 ,TA,L,,,H,,,4r EN"N' 1 5. ------- A 1.875 .WB'MIN. x 0 1 U-CLIP 3.000 L ------i L-------J 608346 ALUM. '77---- ------------------- 2XS ANGLE CLIP 0 OJ57 375 Aluminum r r-------11 'r .. - a. :� . 0�0 A I'X2.76 w TOPVIEW Tube Mullion 0063-T6 ALUM. D 1.11 PRODUCT REVISED STANDARD CLIP TOP\nEW as compt Ing with the Florida 6063-TO ALUM. ENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 11'X 2.75'X Building In e ANCHOR HOLE- MUST LIE TOPMEW CENTER OF ANCHOR CENTER BOUNDARY.SEE SHEETS 6-18 FOR THE B 3.0DO NOA-14..- 17-0630.01 CENTER OF DASHED BOUNDARY,SEE 7210LE MUST LIE ANCHOR O.C.DISTANCE,MAXIMUM ANCHOR W.'. SHEETS 5.17 FOR THE ANCHOR D.C. WITHIN THE DASHED HOLE DIAMETER:ANCHOR DIAMETER,1/16'. c 0.476 Aluminum Expiration Date 06/26/2021 -DISTANCE MAXIMUM ANCHOR HOLE BOUNDARY.SEE 5-36 Tube Mull! \ ' I 1-upe Product E;on-trol O�lAMETEP,'ANCHOR DIAMETER-1116". SHEET$5-17 FORTHE ANCHOR OC, TABLE B A 2000 DISTANCE MAXIMUM V X3,125"X S.5w .375, ANCHOR HOLE Mull Dimension Isheat PGT Part# 2637 500"Alum DIAMETER:ANCHOR Mulito-n Std.Clip Offset C!! U-ClIp Anglo Clip C 0.853 Tube Mull .375"� MIN. DIAMETER,VIE% D 1.137 MIN. I r-\ - _T T'XZ'X.125-(5) 66W5 666113M 666111810 666243M 666511M. A 2,625 ' ---- ------- ----------- T'X 2"X.375'(6) 666006 666114M 6661119M 665244M 668512M B 3.252 1.25"X3.188 285*Alum 1"X 2.75-X.37.V-(7) 66607 666115M 666112010 666245M 666513M c O.BE-- Tube Mull B l"X2.76X.650"(8) I Mwe 666116M 6661121M 665246M 666514M 0 1.762 9D 65637M 1661116M 61114M 666242M ---- 1"X3.125'X.50Q`M 1 1.28'X2.11°X LYNAI FT "5M L------- 1.25'X3.188-X.265 (11 2)1 A 1.813 .121"Alum Tube Mull 6"l BM OFFSET CLIP 1.26"X211"X.125"{18) 69370 NIA WA WA IS" !61,15d17M Z NO-58705 I c 1 0 NOTES: =-0 t -125"- 6D53-TS ALUM. �b` TOPWEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 0'-. 441 .740'4� :kN -ti 1.• "tORION.." 2)SEE SHEETS S-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCA71ONS&ANCHOR O.C.DISTANCE. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, A E. FL P. 58705 --� 1.000° 1.0oo" r 1 ofiz �� -.{I 740" ® H$ .063" .38s' .062' I TI'1 I`125° 062° c .438" I I a 4.000" •125"STANDARDCLIP oxy 4.000" 4.000° 2.000" 6063.76 ALUM. 2.125° 2X5ANGLECLIP ^ to 2.625" U-CUP 2.000° Ln 125° X. CT 8083-T6 ALUM. 6063-TS ALUM. N .125" I X-SECTION XSECTION ,125° 1S U .125" .125" A U) ,!N .031", r"" .125' ZO Z TL CENTER OF ANCHOR HOLE MUST LIE WITHIN THE •125 166"J DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE Z co .375" .375' ANCHOR O.C.DISTANCE.MAXIMUM ANCfiOR m M o' F=-. HOLE DIAMETER:ANCHOR DIAMETER+1/16'. LU (n 1"X4'X.126"� 1"X4°X.375' 1"X4'X.375" 5.500° MULLION MULLION 'T"•MULLION CUT HERE TO 6.000' '+75" p cmo 6063-TB ALUM. 6063-T8 ALUM. 0083-16 ALUM, 375" 3.125"--1-CREATE F-CLIP,SEE '375° MIN. Z Q X-SECTION XSECTION XSECTION MIN. I DETAIL F.SHEET4 .375" Z W m = 1.594" 1.2fi0' I -_ CENTER OF r_________ ___________i .375• - a eU a6O' LLED' ---_--- I j----- j ANCHOR HOLE I -.I 2 O O MUST LIE WITHIN MIN. J IL THE DASHED I 1 Q 7i BOUNDARY.SEENSHEETS 10.17 2.875' - ___ FOR THE F -_-_____� rt Z.Z m I I I ANCHOR O.C. I I U Q �Oo00" DISTANCE I I U Z3. 3.94° MAXIMUM LLI a I I I I ANCHOR HOLE QJ X X3.250° IDIAMETER: I H � UUAm" L ______J L_______J ANCHOR L_____________________J U Q30° DIAMETER+1116'. 0.624" 2X5 ANGLE CLIP a Z�•0 r0 624' r STANDARD CLIP U-CLIP8083.78 ALUM. m2•820"♦• �- CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. 6063-T6 ALUM. TOPVIEW o1.250° --.i .820° I--- TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 125'X3.2S'X.100' 126°X3.25"X.624' 1.25'X 3.94'X,624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. 3 5"n' 1 In with the Florlda MULLION MULLION MULLION DI57ANCE.MAXIMUM ANCHOR HOLE Dimension Value(In)For Mullion: Oiman5lon Value(in) Far Mullion: Building Cod. 6005-T5 ALUM. 6005-T6 ALUM DIAMETER:ANCHOR DIAMETER*1116', NOA-No. 17-0630.01 X-SECTION X-SECTION 6005-TS ALUM. F 3.687 1" C4"X F 1.936 1.25'X325" X-SECTION G 1.000 .125" G 0.500 X.624' Explratlon Date 05/26/2021 j H 2.680 Aluminum H 1.438 Aluminum � e 3.469" I 5.500' I 3.080 Tube Mullion' I 3.250 Tub'Mullion y 1 2,661• � 125• ,375° F 3.167 1"X4"X F 2.825 1.25'X3.94" w Mlaml Ade roduct Control i V3-- 12/ ' 1.877" I MIN. G 0,757 N .375" G 1.125 X.824" H 2.430 Aluminum H 1.500 Aluminum �4 I 1 3.000 Tube 8°T' 1 3.250 Tube Mulllan c0 1 I I I I F 2,250 1.25'X3.25' F 2.813 30°8e Mull I I I I G 0.750 X.100" F 2.875 451 Ba Mull - 1 1 I .125° .125' 45° 2.250" i 1 I i i I H 7,600 Aluminum H I 3.250 MuMITABLED 150"q5°BAY MULLION 3.250° ItIpGTPart# w �� N N 30°BAY MUL6063-TB ALUPA. �_______� �- -----J Mull Dimension �0 '•• tii6083-TB ALUX•SECTIC. (sheet#) Mullion Std.Clfp OnsetClip U-Cltp AnaleCllp •X-SECTIOI 1"X4'X.126'(10) fi9364 866111M 6661122M 686241M 866518M Z G OFFSET CLIP _*: No.58705 11 II .125' 6063.78 ALUM. 1°X4'X.375'(it) 66610 668112M 6661123M 686242M 668519M .228"� -,g81"--� •�6 F--.981"-i 740" TOPVIEW i°X4'X.375°T(11) 68853 668112M 6661123M 668242M 688619M NOTES: 4.25•X3,25'X.100°(13) 2016020312 CGG1127M 6681124M 6fi624fOM 6665115M o 1.25-X3.25-X.624'(14) 20181=15 6661128M 8601126M 6682411M 66651 BBM :�T'•, ST TE O (,•��` 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1,25'X3.94'X.624'(15) 20162 68811'17M 6681128M 650241M 666517M ®' i�'� '•F70R10P.•'-G\?�� 2)SEE SHEETS 10,11,13-15,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 68649 WA NIA WA 8885t1oM S2 i,S�ONAL 45 Degree(20) 86650 WA I WA WA 6865111M5. 11111 1 IER 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. °- A.LYNN MILLER,P.E. L) FL P.E.#58705 TABLE E Mull Dimension PGT Part (sheet#) Mullion Std.Clip U-Clip Angle Clip I x•125' -�(-.125" .--�I-,125" gr a 2'X4"X.25"(16)' 66602 666261M 666271M 6665112M k�m C 2"X6"X.25"(17) 68604 666262M 666272M 6665113M I STANDARD CLIP I U-CLIP � 2X5 ANGLE CUP �- � 8063-T6 ALUM. BOB&T6 ALUM. 6063-TG ALUM. �� 2.000' X•SECTION 2.125' X-SECTION 2.000• XSECTION NOTES: I N LL 1)HOLES TO BE DRILLED IN THE FIELD FOLLONANO .125 .125" L .125" Q m M O F DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ZO N W 2)SEE SHEETS 16-17 FOR SUGGEST ,APPROXIMATE W ED HOLE LOCATIONS. 1.490'-I �-'-1.480"-�-� J = J_ u) 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' CUTHERETO 5.000' 375' (7 LU Q oO O 3,500" CREATE F-CLIP, MIN. N m Z M 2.000' .375 _SEE DETAIL F, .375 rt .375° F- Q W MIN. r SHEET4 MIN. �E F QQ U) 2 i ---�-- -------� -- -- i---------------------i Z uj r-------- I I j a J rf`• 1 -_I o U 4.000" -_____� -�-- --- --�- 3.438' �e + 3.438" re i i z � C2 Q N rn .250" 2"X 4'X.25I F Q �Z MULLION 3.436" mo 606}T6 ALUM. I I -_ I I I .375 Z L d f X-SECTION 1 I I I I -------� L L-�------ -------T MIN, n LD `2 Y L- ----- ---- -- -- ------ 0 ? co In STANDARD CLIP U-CLIP,606}TB ALUM. 2X5 ANGLE CUP .Q Z O O CENTEROF ANGHORHOLE MUST LIE 608}T6 ALUM. SED FOR 2'X 4-MULLION.SHEET I6 CENTEROFANCHOR HOLE MUST LIE 606}T6 ALUM. R Cl.� oN <n .250' WRHINTHEDASHEDBOUNDARY.SEE TOPVIEW TOPVIEW WTfHINTHEDASHEDBOUNDARY.SEE TOPVIEN a �= O sO SHEETS 16.17 FOR THE ANCHOR O.C. SHEETS I6-77 FOR THE ANCHOR O.C. O - DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE E DIAMETER ANCHOR DIAMETER+1/16°, WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER*1116'. PRODUCT REVISED SHEETS 16-17 FOR THE ANCHOR O.C., as comply T with S Florida 5.500" DISTANCE.MAXIMUM ANCHOR HOLE Building Code CUT HERETO DIAMETER:ANCHOR DLNIETER+1116". 5.000' NIDA-No. 17-0630.01 3.500" �{ CREATEF-CLIP, r-2.000'--1 .375" I .375" 375' MIN. r-SHEET4AR F, MIN. MIN. Expiration ID_ 512 612 0 2 1 .375° BY /! � ------ _ ____-- --------� --.-�-- T---------------------1 Miami-f�M a Produet on I --- I I I I I I I I I I I I I I I I I I I I I I _I__ _ I 4.688• .250° 6.000' � I T- -r � * 5.438' I � illi illi 5.438' 6.438• ; I \\�.aawi LYNN 2"X6'X2S j I I I 1 • Q':' MULLION ••' i 6083-TB ALUM. I I I ,375" /SNC•58705 = X-SECTION I /n I I I L_____-____ MIN. ___________J SOT. ST (v: STANDARD CLIP U-CLIP 2X5 ANGLE CLIP S USED FOR 2'X 6'MULLION,SHEET 17 B�7OpylAEW M '''7j1�NAL i�NIN . .260° 0063-T6STANDARD ALUM. 1 TOP VIEW A.LYS MILLER,P.E. TOPVIEW 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 IS 2.114'.THE OPENING REQUIRES ADESIGN PRESSURE OF+60,01-60.0 PSF. NO ANCHORS vJ HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 31+32+1"=BS,REFERENCING SHEET 25,THE COLUMN USING ® N RECTANGULAR LOADING MUST BE USED,SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80,01-60.0 FSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, a ~~S�` E2r FROM TABLE 3A,SHEET 7,THE 1'X2.75-X,375"MULLION LENGTH=72",OPENING WIDTH=70 MEETS THE DEPTH REQUIRED,HOWEV£RZNE DEStOk PRESSURE iS+J�58,3 PSF AND WOULDFENESTRATION (PRODUCTS NOT BE SUITABLE FOR THIS APPLICATION. APPRd`dA1 o'"' v FROM TABLE 4A,SHEET 8,THE 1"X 2.75°X.650'MULLION(LENGTH=72',OPENING WIDTH-70°)HAS A DESIGN PRESSURE OF+/-72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE '- TT MULLION OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LENGTH 4 2)USE TABLE 46 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE DCSlvj �J' ANGLE CUPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.T HOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. w 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRAYi0N 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. t0IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY,NO ANCHORS IN WINDOW SILL THEANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 07 32• 32" LIJ 636LBS 1(60FSF)X72 7 PSF/=524.8LBS (MAYBEUSEDTOQUALIFY#10STEELSCREWSFROM TABLE4B) Zi d �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 IJDESIGN PRESSURE OF+50.Oh55.0 PSP, OFOR THE VERTICAL MULLION:1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=105"AND THE OPENING WIDTH IS 36"+36°+1'=73",REFERENCING SHEET 25, `- THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50,0%55,0 PSF.IF THE TABLE DOES NOTSHOWTHE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, � SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75"X.375"MULLION(LENGTH=108",OPENING WIDTH=807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+MSA PSF UU 0. — MULLWIDTH--Ir- SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPU CATION. to U ¢ UJ d FROM TABLE 12A SHEET 16,THE 2'X 4"X.250"MULLION(LENGTH=106",OPEN ING WIDTH=807 HASA DESIGN PRESSURE OF+1­64.7 PSF WHICH EXCEEDS THE REQUIREMENTS UJ Z FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. ,g SEE SEE F. - 3 FENESTRATION DETAILS, 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•=74,NOT 73"AS PREVIOUSLY PRODUCTS SHEETS ASSUMED,VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING,ALTERNA7IVI=LY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL Z� THE 73"DIMENSION(35.12'+35-1C2'+2"=73'). PRODUCT REVISED as complyln with the Florida 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Baildi Code ) VERlCALI t CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0630.01 MULLION` -•,,`SEE �.-sEE USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH tS GREATER,AND Expiration bate 05)2612021 LENGTH DETAILS, DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 0 BY "J,J-- & SHEETS 24 SHEET FOR THE HORIZONTAL MULLIONS: OPENING HEIGHT w Mieml-Q de ProdactControl FOR BECAUSE THE VERTICAL MULL WALL BE A 2'X 4'X.250"MULUON,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIV-LY,ANOTHER w fluf JON MULLION TYPE COULD 0E CHOSEN. N 1)THE MULLION LENGTH 15 36"AND THE OPENING HEIGHT IS 32+72"+2"=100",REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE 0 USED,FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(@ LENGTH=42",OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+J-170,0 PSF WHICH EXCEEDS THE Y REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. sEE DETAILS, 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 JAMES ARE S' d SHEETS WIDE,IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH i 2-3 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED } ANCHOR CAPACITY OF 521 LBS. ``\\�ONYLYN� SS',HDRIZ. 3S',H0.7- ULL LENGTH�'MUu L6NTFI 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LOS,TABLE as FOR THE U-CLIP SHOWS THE ANCHOR � ICEN '��( CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LDS.THE O OPENING MOTH FORVERTICALMULId ANCHOR TYPE IS A#12 STEEL SCREW, : -)3 NO.5870 - 5' FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; '+« +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; •G/i e(7�Jj- \ +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULUON(INTERSECTION). - "' :•Q STATE t, THE LOWEST DESIGN PRESSURE IS-1­E4.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. � �i�(��'•.'4C ORIDP,.•'�C�ti I VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION rc ��G�. 1 PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION f�NAL e WIONAND THE FENESTRATION PRODUCT BE INSTALLED IN a A Ll'MtUlt4liZ P ACCORDANCE NTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U FL RE#58705 r EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALfTRIANGULAR LOADING: PW PW H/H SH/DH- SHIDH SHIDH cli U P" PW J/H F—F—Fcm — 'e�� r 0 w EE TICAL MULLION /A 0 LOADING OF VER LOADING OF VERTICAL MULLION m cf) SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 12 cl) UJ HINGED (0 (D DOOR z SGD < z d z LOADING OF VERTICAL MUON 9 m. �w LLI PW LULOADING OF HO�ZONTAL MULLION LOADING OF HORIZONTAL MULLION . z r- Z Z PW PW C7 PW 9z I in go a , W PW WSHIDH SHfDH 11 I U) cr) m- [L1111H 0 0 0 EL 0) 0) 7 z SHJDH Of LOADING OF VERTICAL MULLION PRODUCT REVISED LOADING OF HORIZONTAL MULLION as compleng With the Florida SILL OF WINDOWS NOT ANCHORED- WITH INTERSECTING VERTICAL MULLION Building ode _ W PW HR NO"o. 17-0630.01. Expiration Date 05/2612021 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY P MULLION Min —de Froauct control HINGED DOOR P, NOTES: 1)DRAWINGS ARE RFRESENTATIONS OF TYPICAL /j PW PW CONFIGURATIONS NOT SHOWN P 00 MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT '."y LYtvv PW PW PW BE DETERMINED.USE RECTANGULAR LOADING. 3)SEE PRODUCTS'APPROVAL FOR NO.5870,5 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ACTUAL ANCHOR LOCATIONS. PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I L T 10 TA 4C, LOADING OF VERTICAL LOADING OF HORIZONTAL NAL MULLION MULLION P&NNIMILWA,P.E. FL P.E.9 58705