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Building Permit Application (2)
r MIAMI•DADE r MIAMI-DKDE COUNTY r 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 OA www.miamidade.90v/ec0n0my PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and,r gulations governing the use of construction materials. The documentation submitted has been reviewed d accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County aid other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas oth r 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 he expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been c esigned to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Alumini im Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled " pact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufaclurer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, .E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miatni-bade 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 he performance of this product. TERMINATION of this NOA wdl occur after the expirati6v 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 sl.all automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for terrr ination and removal of NOA. ADVERTISEMENT: The NOA number preceded by th 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 A 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.Plas neia,P.E. ,t r NOA No. 17-0630.01 fff MIAMI•DADE COON Y Expiration Date: May 26,2021 Approval Date: November 09,2017 Page 1 PGT Industries,Inc. J J NOTICE OF ACCEPTANCE: E DENCE SUBMITTED J r A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA 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 AnthonyLynn Miller,P.E. B. , TESTS 1. Test reports on: 1)Air Infiltration Test,per",BC,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 Tet per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per F C 2411.3.2.1, and TAS 202-94 along with marked-up drawings and in tallation diagram of clipped aluminum mullions, prepared by Fenestration Testin 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 stru tural analysis, complying with FBC 5111 Edition (2014) and with FBC 611 Editio (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Ly.in 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. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED J F. STATEMENTS 1. Statement letter of conformance to FB5"' Edition (2014) and FBC-6'h Edition (20147, dated 06/22/17, issued by manufa�;urer, 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. 16-0218.03, issued to PGT Industries, Inc. for their Series `'PGT" Clipped Extruded Aluminum rube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. i I €i ' 4 3 E G E r r r r r t F 3 7 f a I e s Jorge M.Plasencia,P.E. Pduct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 . K Approval Date: November 09,2017 E-2 _ 1 DETAILA DETAIL B: MULLION 0 MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X EUCKSTRIP TYP.ANCHOR ORWpODFRAMtNG WOOD BUCK AND MASONRY pTrAcnnEN7 s�s¢TASFsIBtaa 'z� (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BvoTHERs, r, lei SEE MOTE 1. N I j MULLION SHEET t, tic (•) M I - SEE SHEETS b MIN 2.7 KSI •• ••• ' EDGE W y EITHER THE a i t I 1121-23 FOR HOLE d i CONCRETE OR CMU' ' !LOCATIONS F•--F D73TANCI- W • •I SEE SEE TABLES � CLIP MAY BE I Of CE EOGEDSSTANCE 1&735 W C INSTALLm BY d ° I I FOR'NOOD ' TH}S METiiOD SCREWS I I I ANCHORS"� q m Q C3 O f17 6B•MAX FOR °4 a I I ° SIDE VIEW F Z m LU ALL MULLIONS d ° d 'a a ElTHERTHE V O Q ° STANDARD OR 2 U U d y 'a ,✓''� ° _ Q. OFFSET MULL Z 7 m BU a C1tPM4Y eE W � Q' °.� s a a. EXTERIOR NsrALLEDeY ] H- g so 4 - EDGE 4. THI57.1ETHW. J fn <a a°i2 ° .4 DISTANCE FORF ° ° a MASONRY ,� - 4d 2 Q Q z 03 -S/} .a THE OFFSET CLIP IS ANCHORS {-. ( REC0.MMENDm FOR a {F/3 ~ SO Sp. EXTERIOR °d ° FN•FRAMm U) $ n WINDOWS,BIJT MAY ALSO BE USED FOR Q o W OTHER FRAME TYPES. Y O C2 O) (XJI U z ¢ O p z TYP.ANCHOR TYP.ANCHORd (ifTYP,ANCHOR PER SUBSTRATE, PER SUBSTRATE, r rS o-3¢� PER SUBSTRATE. //' SEETABLES16.161 SEE TABLES 10-135 SEE TABLES I8•16B / EDGBJEND PRODUCT REVISED ! DISTANCE BUCKS7RIP as complying With the Florida SEETABLE5 pryD Bullding Gude EMBEDMENT IB-138 ,. ATTACHMENT NOA-No. 17-0630.01 AND S �' SYOTHERS, ATTACHMENT - 'SE Fa rx' EYOTHERS, L•�_,_,_. :• r SHEET I. SEE NOTE t, 8 SHEETI. "•.+ Miaml- a ProtluetControl •• - MIN 2.7 KSI CONCRETE OR CMU " SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 16 L I I i I I IT j I i# 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN A13OVEARE FOR PICTORIAL REPRESENTATION !(1 'L ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE .`� '"�`� '••• �� q't`r'LtCENSS �C CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. NO.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD, 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. .0 •. 5)FOR MASONRY APPLICATIONS MMIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED ��`s'•.'4OR1OA.••'G�ti I ELCO ULTRACON OR ELCO iW S.S.AGGREGATOR MASONRY ANCHORS. A,L,YaLLE t+I�81R,tP.E, FL P.E.#58705 I DETAIL F: DETAIL G: DETAIL H: - FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION $Y a (F CLIP) (ANGLE CLIP) (ANGLE CLIP) rc 30'OR 45' SEE DETAILS AD, LL SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. C4 -MULLION II ++5 C.) .. O II O Z N-tI W O O O LU O O O O O O O O TOP VIEW ' ° LU N/ U SIDE VIEW TOP VIEi 7 p In co W SHOWN WITH VX 4'x.126'. I i I F- Z 0 MULLION I 1 I I TYP•ANCHOR � f• o Z I PER SUBSTRATE, U T .EXTERIOR i SEE TABLES 155 OR 163 Z V 1 I X b O� i i TYP.ANCHOR £ STANDARD MUWON CLIP I PER SUBSTRATE, I i EXTERIOR Q Z� �rcn MODIFlEDTO FR FIELD SEE TABLES IB-148 CONDITIONS. '� I YXS'ANGLE CLIP, Z Z Q N m I I i Z 2 PER MULLION END,MUST BE O r I I i INSTALLED INSI DE OF BAY MULL fa- E- 40�0 i I aa MULLION o 2'X5'X.126' F- U) a. I ANGLE CLIP, U Z a p 0 I I 2PER MULLION END, Z MUST BE INSTALLED QCEmO�O ICb I INSIDE Of MULL. O I I w B� � PRODUCT REVISED �TYP.ANCHOR b as complying with the Florida PER SUBSTRATE. Building Code SEE TABLES ID-170 NOA-No. 'I7-0630.0'1 INTO WOOD, Pft.tI Da STANDARD CLIP i0 BE EXTERIOR OR MASONRY EXTERIOR INTO WOOD,STEEL, By ALUM,CMU OR MASONRY MODIFIED IN-FIELD. y Mlaml-D,pdU Product ControlIV i EXTERIOR Is(PNCE ®~ K O EVG� cNOn .Cf3� `� F � L INTO © ® ALUM.CMU OD,STRENRY I EDGE HO I ® ® OIBTANCE Z PER ANCHOR vi 11111 DISTANCE �---� NOTES FOR INSTALLATION OPTION G 8 H: PERANCHOR 7 ��a�•. ICEN F O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 3 lF� NOTES FOR INSTALLATION OPTIONS F: - ND.58705 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE *- 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11-X.12TMULLION. LOCATIONS. 2)SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES.AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE '�O v qIE d�,'•���� I LOCATIONS. 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. i,�s F�ORIOP,.••G\C��� NAL a A.LfHN[MlllL ,P.E. v FL P.E.#58705 t, TABLE 1A MurMon Capacity Table(lbalff) Opening Width(lbrv"calitVarring mullions)or Opening Height(for hDdzxIfa*spannIng m0lons) so In Gain 70 to so in 901n login 12061 140 in 160 In Redon hr ToprM.g. -KM-,97-w trgRectangular TrapMo'g. "".0.1aRoWiurXi, Rectoguls, TrgTHOM . T TopTdong. R I x2x.125 Loading L..dnq L..dng Loafing Loading Loafing Landing Loading Idng Landfig Loading L.&ng Lodrg Leading Loading Loading Loading Ldng Plum.Tube 0! iMullion i Z. j, :t i,a 1 a 1 Is s b 8 Cl) 5m 73p W. LU z 421. 111.9 404 129,5 332 912 400 IM6 326 408 107.8 619 408 104A 319 62I 408 104,0 319 65,9 406 104.01 319 46.6 408 104.0 319 39.9 408 104.0 319 ag 400 104.0 319 (0 48 in 74.9 312 83.8 268 6Z4 312 73.4 252 SS.5 312 67.0 248 46.8 312 63,2 246 41.6 112 61,3 244 37.6 312 61.0 244 31.2 312 1 61.0 244 28.8 312 61.0 244 2&4 312 61.0 244 cc 4' 50.625 in 63.9 201 706 234 $3.2 201 61.5 1 228 45.6 281 55.7 224 39.9 281 521 222 35.5 201 50.1 220 31.9 261 49.3 219 M6 281 1 4&3 219 22.8 281 49,3 219 20.0 201 49.3 219 IT o LLI c� $41, W-9 247 57.5 207 419 247 49.8 37.6 V7 "�S 199 32.9 247 41,5 198 212 247 39.4 104 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 153 16A 247 38.1 193 co 0 1 1 ca 74e _.9 ca 60 In 35.4 200 41.2 170 37-0 200 MA 16a 27.4 200 31.6 163 24.0 200 29.9 160 21�3 2010 Z7.11 159 19.2 2DO 2S.9 167 16.0 200 25.0 150 J, i- I z 63 In 311 let 35.3 155 27.6 tel 30.3 162 217' let 29.9 149 20.7 181 M 146 1IL4 1131 225 144 16X 101 21J 143 6 -�4 136 18.0 166 21,0 1 661, 29A 165 2 4 W025..81 133 20.8 165 23.1 34 K U):j 72 In 139 3 120 113. 15.9 l3ff 17.5 116 M W ZU L11 Is :� D. Z < IS.5 le 76M 10.9 125 19,7 09 J 1101- 78 In 17.6 118 18.2 IN z F.. _j < TABLE IS ANCHOR CAPACITY ADJUSTMENT FORMULA* -e z I Go Q. LO Anchor Capitally Table Pbs) (AN R CAP.:._,,_) ', cli _r ANCHOR -ANCHOR CAP U S.1,81now 21K Con,rol. 151 Conn.I H.0-CMU FWd CMU PTWd Metal (DP- x 65 MULLION W X Andror Type: 3116'13coUtmoon. W Soo UN-. 6"ir"'a WIT So.Utbzoon 1W Eta urnton IM SS aha WIS'FJ. 114"SS Elod $"a"I"" #12Sho.1 012 Steel Anchor Clip Patterns (Amon AggroGtor UM.- Avqo�WX Sorea(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR 0 C' 7-- CAPA( Edg.oblence F.x 1. 2.112' 1. 2-IW 3AIr I- 1 2-10 1. 2-11T 2' 341r 2' DAV 0.54- 0.94 EO'CORRESPONDINGTOAN I x Emeedmant{Ink I-v4* r I-v4• �- I-114v. 1-1/4- I-1/v mw I-im T 1.3fir ACTUALl =R' 7: I-W4* y, tE REQUIREMENT FOR THE 0 -2Andh..@ 4.76-Min.O.C.I Stand=or Oftna Clip(Fig.ly. 390 lbs 390 lo. 450 to. 890148 1044 Ins 270 lbs 2DO Ih. 354 lba 74016. 374 loo 664 to. 90ft $41 b, 442@% 560 Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION z U) NIA NA WA M 1b. 885 -- CAPACITY THE TABLE)OF THE SELECTED m0 s:0 4 Aftchom @ I.IV Min.0,C.I StIndard(or Oftea CO Pg.2). 480 ins 7002. WA WA WA WA r. WA NIA U. 1=2. 2 <r mtY MULL, 4 Anotc.a 3'On.D.C.t(2)20 Angla Cll;s I(Fig.31 780 Ibs 780 nA 000 ft 1560 Ibs I B98 roft $40 Rhm. 560 ft. N/A 760 lbs 746 1b, 880 Ibe 189210$ 682 ft. 885 lbs 1120 Its YIELD A MINIMUM ANCHOR DAW Min.O.C.I U,01p,Into A2Y AILM.(Frg,j NIA $__N/A WA WA ?UA WA WA WA NIA WA NIA WA NIA TIS 1b, CAPACITY WHICH MAYBE USED TO QUALIFY PRODUCT REVISED PEE I Anchor I FZhp(Fig. 5 Qs 195 1b& 225 lbs 1b, 140 lbo , 177 lte 'GT 1b. 3321b, 47TAIh fWM 221 ft 280 to. ADDITIONAL ANCHOR OPTIONS FROM THE 240 M 2Anehola 7,75 mh0.CJSCfloft.0):I - M WA 190 1h.-J NIA - 111A WA NIA 341 ft ANCHOR CAPACITY TABLE as '*'P'Ylng with the Florida OT *FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Code NOA-No. 17-0630.01 Date 05126/2021 By Product C..fr-.f MI.mI-D FIGURE 1: FIGURE 2: TABLE NOTES: Pdfi 1)SEE 1111.1 FOR INSTRUCTIONS ON USIN G THE TABLES AND SH EET 26 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION B27WEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE S., 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. til ti ANGLE CLIP MUST BE USED IN PAIRS. 125" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI$01 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ...... CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED, I [I-. %.jr-EN&,, P JSAND BEA MINIMUM OF.125" • 1110 FIGURE 4: FIGURE 5: FIGURES: YFLLOWSOUTHERN INE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063 f THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I'X2*X.125"MULUON N0,58705 LEAST�125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND V 1k THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR410 S.S, .4 TATE F "CORION 01VAL IE A. P.E. FL P.E.#58705 � TABLE 2A Mullion Capacity Table lbs Opening Width(for vedilally-spanring mullions)or Opening Height(for tmdmntallyspanrllng md9ons) 50 In 60 in 70 in 80 in 90 in 1001n 1201. 140 in 1601. ^ p t Reotangula 11,2PTdag. Reclargalar TnepTirf g. Reetengular T.Pmag. Reclargular Traprrilwg. Rectangular Traprl0erp. Rectargldar TrspRdm Ractangdw Tr9PTdere. Rectargulal T-P/Trlia Rectan901af Trsprnlano. 2 1 x 2 x•375 Loading U dlrg Loading` Loading loading Lvadhg Leading Leading Lnadi.g Loading Leading Loarig Loading Loadirg Leading Leading Evading Loading Alum Tube T 1h z �• A•Mullion � � $ �S •S ,s � a 3� a �a 3� �� a 8 �at� a� 8 3aa $a as �� aH N �� �� g� �� $ sad �� �� �a� 6� �€ eF § � �� �� o U) L) 42 in 170.0 820 1700 435 151.3 682 170.0 478 129.7 662 1700 606 113.5 d62 169.5 518 100.9 6132 16&9 517 90.5 682 163.3 517 75.7 682 16&9 517 04.8 862 16&0 617 56.7 692 1889 517 N 481n 121.6 507 i3ell 419 101.4 507 119.2 410 86.9 507 10&7 403 760 507 1026 399 67.6 507 99,8 397 60.8 507 99.0 396 60.7 507 99.0 396 43.4 5D7 99.0 see 1 38.0 1 507 1 99.0 386 _j It rn 60.675 in 703.7 458 114.8 378 86.4 459 99.9 371 74,1 458 911.5 364 64.6 458 846 350 57.6 456 'Bi.3 367 Ste d56 80.0 356 432 456 80.0 356 37.0 456 80,0 956 324 456 80.0 356 IN- Gc m 2 j 541. 85.4 400 93.3 336 71.2 400 80.9 318 61.0 400 717 322 534 470 67.3 318 475 400 84,0 315 427 400 513 314 W41 LB 313 30.5 400 file 913 26.7 400 ate 313 C0 Uj m m o 1 $01n 623 374 66.9 276 51.9 324 67.5 270 44.5 324 61.2 254 3&9 324 as 2@ 34fi 324 43.9 257 31.1 374 420 255 $ 0.5 253 222 324 40.5 253 19.5 324 40.5 253 F 4O w C631n 63.6 294 57.4 252 44.8 294 492 246 38.4 294 43.8 241 316 294 398 237 2&D 294 37.1 234 23.9 794 332 232 33.5 230 19.2 294 33.4 230 16.8 294 324 230 N zle 66In 468 Z68 49.6 23D 39.0 263 424 725 33.4 268 37.5 221 29.Z Z� 341 218 26.0 268 31.8 215 23.4 268 29.8 212 8.0 210 1&7 208 27.7 209 145 268 27.7 2179Z72N 36.0 z75 37.9 186 30.0 226 32.2 191 267 225 28.4 108 225 225 25.6 185 20.0 225 23.5 182 1&0 225 221 180 0.3 177 129 225 19.6 176 11.3 275 10.6 176 Lu W O78 in 30.8 202 320 177 255 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 113 202 1&4 163 6.7 180 10.9 202 1&B Iss Re 202 118 158 � �76 in 28.3 182 29.8 166 23.8 192 T5.1 165 20.2 192 220 162 17.7 191 1&7 159 117 192 18.1 1S7 14.2 iE2 168 155 15.2 152 10.1 192 14.4 t@ B.9 1e2 142 15Q to to ¢ J n 901. 1&5 144 160 128 15.4 144 161 125 J 12 = Q N 061n 162 127 15.6 113 C~7 F z co'(D a co tap TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: (q r? S AnchorCa ao Table IbS ANCAP.,,e,,,,, W X soetrz[e 2.71 Commle 3.5k Core. Hollow CMu FilledCMU PT Wood Metal (DP-)X(_ CHOR )=ANCHOR CAP.- ® F- N MULLION 5176'Eln 1/4"SS Eloo J7C El4o 1I4'93 Eteo 0103ieel 812 Sted dfZ Steel m Ancl-Type: 3116`Fico tllta^on U4'mas L"- 3r16'Elcv IJ2r' on 1N'Elco Uluacrn 2 (J x Q ' Anetior Clip Patterns Ulbacen AggreGater ulv44en A.ggeGaror scrr..(G5)senlw ry5) Sc1aw(CSI USE THIS FORMULA TO OBTAIN THEANCHOR' O Q 1- O O Edge Distance ilnk I' I 2-IQ1 I .1- 2-117 3178• In 2-uP 1• z-trr Y 311e• Y 1 11.48` 0.54• 0.324` CAPACITY REQUIRED°CORRESPONDING TO AN d z m O z0 1 Embedment(0.k 7:14` 1-314' 1-3'P 1314' 2' 1-1w1-1/4' 1.1/C t-1/q` 1-1/d' 1-113- 7 1-318° 138' wd. ACTUAL PRESSURE REQUIREMENT FOR THE OPENING.O.C.I Standard cr Offset Clip n.1P 390169 390169 650079 t60itu 164410.1 2700s 280159 354159 7401Iv 374 Its 6840. 9480. 341153 442 tdi :BO bs OPENING,WHENRIS LOWER THAN THE PAUWON U� a D 4 Anchors @ 1.15•Min.O.G/stanbrd for Onset)Ciip 1Fk-2T ae1116e 700 ID.1 WA WA WA WA 380 ms WA WA WA WA WA 682 me BBG lbs n2a it. CAPACITY(FROM THE TABLE)OF THE SELECTED '� 4 Anchom Q r N 680 bs 1560!be 1896 lbs 540 ros 5001bs NIA TBG be 74811u Bell gra 180211cs 682 Ills 965 Ito 1120 lbs MULLION.[TWILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Ah-®0.43•Mut OQ I Il{010.hto,12S AWm,(F7g.4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA T15 Ws da CAPACITY WHICH MAY BE USED TO QUALIFY a9 Complying with the Florida 1Anclwr/F471p 1Flp.5): 105119 795163 225 ms 44511. 8221bs Mina 7401bs 771 the 3701bs 78703 332 Ibe 4730. 170 lb. 221 Its 50 ties ADDITIONAL ANCHOR OPTIONS FROM THE Building Co ancrsR-t:15`Mhv'OC1-F�2' N:A WA 190169 WA NIA NIA WA WA 341 W 442 Its 560119 ANCHOR CAPACITY TABLE NOA-No. 17-0630.01 NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. p' tlaaDate-DSL26 By Mlani- atl";a7foduct O.ontro 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. ---1 1.000- 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. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.® 2.000' �� N•,•,• N !!i® ® ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'ta�''•IGEN F M�� ANGLE CIDP MUST BE USED IN PAIRS. _• S ` ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375" Q':• •�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-7REAT ED No,58705 *_^ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL K B(6063 •T5 AND BE A MINIMUM OF.125" 1°%2'X.375'MUWON ® THICK-STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK GAUGE).STRUCTURAL STEEL TO BEAT -O LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 7-:•(V ® I I I I ® I THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. %Off'.• 1'E F �i '•-;°GORIO?`.•' \?� LE;: //IITONALE�\ A LYi0 LLER,P.E. If;,P.E.#58705 E W TABLE 3A ®fin Mullion Capacity Table(lbse) n Opening Width(torwrticaily-spanning mt31iew)or Opening Height(Por hortzontaly-sparInIng MullOn9) � 50-in 60 in 701. 80 in so In 100 N 120 In 140 In 160 in ,� p 1 x 275 x ReetWguior YMPITdarg. Rectangular TrepRdang. Rectangular T-lormang, Rectangular Tiep77xarr9. Roctongiler Tropridang. Rectangular Troprfdarg, Reciengulm Trepmimg. RaefangWar Tr4pndan0. Recfangulm Trap/Tdang. e y w Loading loading Lowing Loading Loading Leading Loaning Leading Loading Loadng Loading Loading Loading Loading Loadng Loadng Loading laadng of U .375 Alum. LO Tube A' ,-, D c ,Td 2• E D F D L A D L D 2• .• L• 2• m e a v a., v a., �� m a.. v.. 5 3.. 3 a m •s m^ a .. � �R A m^ v '�.- Multion TyJ[• •�, $ a '$, 9. >� @ @ 2• �. $, g o N s_i@@ 1g13� s� ygyl7 s� cE `€ sE s 1s €s }g1 �£y^� gc s� �� s� �e `� �� a� g� s� €$§$ _y o s@ � fc aK i da' Fc K fE d aK a Tj 2 ¢K E 6 5 ¢ g�. GC 5� d L� Z o: 111 42 N 170.0 820 170,0 475 170,0 744 110.0 478 1700 868 1740 508 170.0 1792 170.0 519 170.0 1116 170.0 621 1740 1240 170.0 621 140.7 1301 170.0 521 127.3 1301 170.0 521 111.5 1301 170.0 521 O = 48 in 170.0 708 170.0 624 170.0 250 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1138 170.0 633 1139 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 17) 50.625 in 170.0 747 1740 563 170.0 898 170.0 631 167.11 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 1740 756 83.9 1032 170.0 765 73.4 1032 170.0 756 X: Z C,'r3 = cq W o &fin 170.0 707 1T0.0 612 161.3 907 170.0 691 1362 907 164.7 730 120.9 907 1526 720 107.5 807 145.0 714 96,8 907 141.1 710 80.0 937 140.0 709 58.1 937 1440 709 60.6 807 140.0 709 a m M W 601n 141.1 735 151,5 625 117.6 735 130.3 611 .100.8 735 116.0 699 58.2 735 1082 590 70.4 735 99.5 6B3 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 874 44.1 735 919 574 O 0 53 in 121,9 WS 130.0 570 101.6 665 111.5 557 37.0 666 98.9 647 762 666 00.1 538 67.7 668 83.9 531 649 666 79.8' 526 60.0 6W 7&B 521 43.5 6-08 746 521 38.1 666 75.6 521 t3/ Cm) Q ce 661n 105.0 607 1124 522 58.3 607 06.1 511 75.7 607 85.0 501 682 607 17.1 493 58.9 607 71.5 486 53,0 607 67.6 481 442 607 03.4 476 37.9 607 627 474 33.1 607 627 474 z Z W m _ J 72N 819 510 65.8 443 6&0 510 73.0 434 58.3 510 64.3 420 51.0 510 57.8 419 45.4 510 53.3 413 40.0 510 Soo 403 34.0 510 45.9 402 29.2 510 44.4 399 25.5 610 44.3 399 Nj m 9n0 $ J 76N ta9.4 458 726 400 57.B 458 51.7 34 49.6 458 54.1 385 43.4 45B 4&6- 378 3&6 455 44.6 373 30.7 458 41.6 We 289 458 37.7 362 24.8 458 36.0 399 21.7 458 37.7 35B vl Q =o_ U z 78 In 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 49.B 366 441 435 44.7 360[31.27 435 40.9 355 32.1 435 381 351 26.8 435 34.4 344 22.9 435 326 341 20.1 435 322 340 c- r 9bin 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 28a 2&1 327 25.7 275 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 m .z90N 34.4 287 35A 257 28.7 257 299 252 26.6 287 240 748 21.5 287 231 244 287 209 260 17.2 207 19.3 237 14.4 287 iB.9 232 C7 4p a X sO AS 1081. 24.2 22'7 24.7 205 20.2 727 20.8 211 17,3 M 1&0 198 15.1 277 16.0 195 q fn 1co 11 in 223 215 II,7 194 18.6 215 19.1 191 15.9 275 78.6 189 W 111 ® r 120 N 17.6 184 17,9 167 f' ~ X c7 ¢ ¢ O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: D.8� Z m to 0 Anchor Ca aci Table Ibs ANCHOR CAP,,,,v,,,,,, m �'a O Sab.tlat& 27k Coner410 3.Sk CAnp. Hollow CMU Flied GNU PT Wood MaIBI (DP,�)X( )=ANCHOR CAP.,,®, O 5183 Eke 1/4"ss Ell 5116•Elco 7/d•ss- 010 Steel 912 Steel 012 steel MULLION CA ANCHOR U m Anchor type: 3116•Elco Liemeon 174•Elco Lnt- 33/76"Emu Lni=n 1!4•Elea Ultracon Anchor Clip Patterns Ul9acen AggmCielor Owen AggreGaor serew(Gel screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Edge DISI-e,(N7 1' 2-IX 1• 2-10 3.178' 1• 2-1n' 1• 2-117 2- 3-tre• 7 0.48' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN as eomplying with the Florida Embadreant NY 1-314' 1314' 13/4• 1314• T 1-i/4• 1.114' t-1/4" 1-114" 1.174' t-1/4• 2' W1e' tars" modes ACTUAL PRESSURE REQUIREMEN)'FOR THE Bullding Code O.C.7 standard or Wool Cap(Fig-IT 390 ms 390 be 4501bs 890 me 1544 ms 210 So. 280 ms 354 lbs 740 me 37411a 564 ms 946 ms 3411bs 4421W 500 ros OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No, 17-0630.01 4Anchors@ 1.15'MN.O.C.7 Slend d(mOfiel)Clip(FIg.?): 4B0Ibs 7001bs qtr =2wbs -W A ssx ms ew IN lift . CAPACITY THE TABLE)OF THE SELECTED 4 Ae.bore@3'Min.O.C.1(2)215 Angle Clips/(Fly 3): 780 ms 780 ros 600IIa 15801hs 18981bs SIO IM -60!be NIA 7601bs T48 roe 8801b. 15921be fi8216s 0851bs -71201bs DLLION:17`WIULYIELD'A-MINIMUWANGHGR Ex Iratlon Dote 05/26/2021 2 All-@0.45•Min.O.C./U131p,Iot..t25'Amm.(M.4): WA WA WA WA NIA WA WA NIA WA WA N1A N!A WA WA 715 me CAPACITY WHICH MAYBE USED TO QUALIFY By 1 AnenorI F-P(F10.5):1 Mile 185 IDS -T25 lb. 445 ms 822 ms 13511os 14016s 1771hs 370.Ib, 187 lbs 332IDs 473 819 170 it. 22n1a leg ms ADDITIONAL ANCHOR OPTIONS FROM THE Mia .. 1D Produet Control 2 A-h0rs®1.15"Min O.CI FLlip(Fq.e):1 240 ms 350]be I WA WA WA N/A 7B0Iba NIA NIA N/A NIA WA 341 lbs 46210. 500 ms ANCHOR CAPACITY TABLE. 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 TABLE NOTES: ® ® ® ® r-- ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 717 i11)7/ 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE `�.`a�NY LYNN FIGURE 3: 2760" ��; LICENSE••,((� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® Q ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. * No,58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *_ ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3G /� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL SE PRESSURE-TREATED 375 700;` p I2 :•[L�C FIGURE 4: FIGURES: FIGURE 6: � S YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606&T5 AND BE A MINIMUM OF.125" f � 'n ATE F <[/� ® ® THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1"X 2.75"X.375•MULLION ' SORIDP,.'G��`� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND � � �` ® THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18$S.S.OR 410 S.S. I,7 NAL Etk`` A.NNMhL ER,P.E. FL P.E.#58705 TABLE 4A ^. -_ - -- - Mullion Capacity Table Ibsne 9�,� Opening Width(for wr9aab sparming miliats)or Opening Haight(for hmjaD aMy-sparrrlirg mutlom) - Sp in 80 in 70 in BO In 90 in 100 in 120 in 1401n 1601a g LLo 1 X 2.76 X Reetangula Trag"W"g, Rectnuiw Tmp1Tn'anp. Radangutw TmdTOang Recmngdar Tmpt7lteng Reclanguia TmpJTriang. RasiangWar 71aptTmarlg ReoFmguta 71aa+niatQ. Ractangatar TraptTdarg. Reetangtdar TraptTriang- - � w Loafing Loading Laadng Loading Loading Loading Lowing Loading Loa45nA Loading Lcadng Laadng LoadiOg Loading Loading Loading Loading LDadrg r°z .660 Alum. c Tube r r g r r r r r r r r r r r a n r a r ^ £ r r a z r r a Mullion 's. �1GGG &• t0.' Q $ E'8 E•0. a as �•�. S• &• �, g 9� a •�. a 0.F 5 a- 46 N U U V U U Uo U Ga U Gv V Ve U Gg S H ,U V� V V U V V VO G U G1f tS lJc G t?e U V U Uv V Vw0. V a� o m•� o �a b s rf .3 °� �� a� s S € r � s� t �� X� o t& U) C3 r T. s's ¢ d`0. � a a� d"c � e awe f �� G �d Vit`= far �z d"rc adzes d�"coz s' da i d�`rc O W 421n 470.0 620 170.0 435 i70.tl 744 1799 478 4780 868 170.0 506 1709 882 f7A.0 514 170.0 7718 1700 521 174.0 1240 179.0 521 77$0 1488 1709 621 16$7 1620 170.0 521 178.8 IBM 170.9 521 w -1 48 in 170.0 708 170.13 524 170.0 8.50 170.0 584 170.0 992 170.0 e3D 170.0 1133 170.9 661 170.0 1275 170,0 677 170.0 Mir 170.0 680 141.7 1417 170.0 680 }21.5 1417 170.0 680 70$1 1417 170.0 BBp 5 (n 50.525 to 170.0 747 170,0 563 170,0 898 770.0 631 170.0 1048 770,0 SU 170.0 1195 170.0 723 1626 1266 170.0 747 148.3 1286 170,0 750 121.9 1286 170.0 756 1045 1286 170.0 756 91.4 1280 170.0 756 :E O G $4 L1 174.0 797 1709 612 170.0 SW 170.0 691 1709 1116 179.0 754 150.7 1130 1700 803 1335 1130 1709 837 120,8 1130 179,0 858 1005 1130 1709 861 86.1 1130 170.0 881 75.3 713D 170.0 881 m d co m 601. 170.0 HBS 170.0 701 1465 Bib 182.3 781 1255 975 744.5 746 108.8 015 1323 735 97,6 915 123,9 728 67,9 915 118,5 720 732 015 114A 715 62.8 915 114.4 715 54.9 015 114,4 715 I- a 83 in 761.8 830 161.9 710 128,5 830 738,9 691 106.5 830 1232 881. 84.9 630 1122 610 84.d 830 104.8 862 75.0 830 BSA 856 63,3 830 94.5 840 5;2 830 90.1 849 ;7.4 8� 83.7 648 � C) Z w O LU m 2 m681n 1321 757 140.0 850 110.0 757 718.8 836' 94.3 767 745.8 624 �5 757 9$1 814 73.4 757 89.1 508 68,4 767 642 604 65.0 76T 79.0 693 472 757 78.2 591 41.3 757 782 591 z Z o- V � 72 in 701.7 636 708.8 552 84,8 838 91.0 540 72.7 630 80.7 530 63.8 636 722 521 50.5 636 .66.6 614 50,9 838 823 548 42.4 830� 57,2 $00 36.3 636 55.3� 497 31.8 638 552 197 t � J � ZC} 7b 1n 86.5 577 90A d98 72.1 571 78.8 d88 81. 577 87.4 Xi7.3257 71 80.6 d71 430 577 55.5 dfld 432 571 51.8 458 35.0 571 47,0' 451 30.9 Slf 44-8 447 27.0 677 44.5 448 N -.] J G G 8 d 78 In 80.0 542 83.4. 474 66.7 542 70.8 485 57.1 542 82.1 42 55.7 469 44.4 542 51.0 M2 40.0 542 47,5 437 33.3 642 42.8 429 26.6 S42 40.6 425 25.0 542 40.1 423 so In 52.1 407 53.7 781 43,4 407 85,4 355 372 407 39.8 7 35.3 343 28.9 d07 321 338 28,0 417 29,8 334 21.7 407 26.1 327 18.6 407 24.1 322 78.3 407 23.0 319 Q ,z r t787n 42.9 358 44.1 320 35.8 358 37.2 314 30.7 353 32.4 8 28.8 304 23-6 356 26.1 300 21,5 358 24.0 296 VA 358 21.0 289 15,3 358 192 284 a ~ � O'O X 108 in 30.1 283 30.8 25S 25.1 283 25.9 251 21.5 283 22.5 3 19.9 244 18.7 283 169 240 11&1 203 10,5 237 Lo 111 to 27.8 267 283 242 237 267 23.8 238 79.8 267 20.5 7 18.3 231 15.4 267 16.5 229 ffiLC120M 220. 724 223 208 f$3 229 19,8 205 16,7 229 162 (.) X a 3: z o TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a ,. m O s0 Anehor Ca ac Table Obs) ANCHOR C.AP. °° ;L�mCC 9ubs8ale: 23k Monenete 3,5k Cone. - Hollow CMU Fllletl fX4U PT Wood Metal (Duo)X( )=ANCHOR CAP- tg de Ir s� 6776'Eko 114.83 Ebro 5716•Eico IW$3 Eke 91061eei tlf2 Skot 412 Steci MULLION Anchor Clip Patterns AOshor7ype: 3/16'E@o Ugmocn V4"Elco Uttmcal ultracon 3116'Eft-UOmcon 114'E@o Uiraocn A99.001cr U11-n AgpreGatar Scmw(G5)Samw(G5) Scmw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED Edge Malacca fink I" 2.172• 1` 2-112' 3.vw i. 2-t2' P 2.172' 2' &its• 2• 0,49• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN as eomplylug with the Florida Embedment • 13R" 1"314• 1.3/4' 1 T4" 7 1-114' 1-114• t•114' 1-114• I-Iw 1-01-0' 21 1318' t-3/8" Medea ACTUAL PRESSURE REQUIREMENT FOR THE 13OA-Ng Gode np 270Ibs 260 lbs 354@s 740@s 37413. 884135 948@a 341 1b. 442 @a 5601ba OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-Na. 'i7-06R,0.0'I 4 Anchors Q 1.15'Mtn.C,C./StandaA(or Q3e1)C8D 1fl9.2k 4801b. 700 @s NIA NIA WA. WA 360Ia. WA WA WA WA WA 68 PABIT'Y-(FREIM4KE--TABL 4 Anchma@3"Min.O.C.1{2)215Angle 01ps7p.3k 78(1@s 780 lbs 680Iba 1560@s 199813. 54013. 66013. WA 760@s 7481bs BSD lbs m8821ba 68213. 885 hs 112014. MULLION,IT WILL YIELD A MINIMUM ANCHOR 2 Rnchars 0,45'Mtn.O.C.!U-CGP,@to,12S"Alton.jFTg,d] WA WA WA WA WA N1A WA WA 1UA WA WA NIA WA N 715 @s CAPACITY WHICH MAY BE USED TO QUALIFY 8Y I MIMI l 10p(Fip-Si• 19513. 1951bs 225lbs 416@s 822@. 135@. 140lb. 1771bs 370lb. IST Its 332lb. 47313. 1701bs 221_Ibs 280@. ADDITIONAL ANCHOR OPTIONS FROM THE Mtami- a redact Control 2 Anchom®7.15'74frs.O.C1 FCOp fFl 6k 24D I a 350 @b NIA NtA WA WA 790 @a WA .�-•NIA WA WA WA 3d".its 442 @a 560 @a ANCHOR OAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. f l CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE2: TABLE NOTES: ^✓ 1 ®' S SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 f 11 1 I 1 r 1 r j FIGURE 3: QN NN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23- 2.750' �� �a�•LICENSE: ��� ' g ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No.58705 ANGLE CLIP MUST BE USED IN PAIRS. • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED _ _- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-913.WOOD SHALL BE PRESSURE TREATED 650" '- 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' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT - ��,.Ks•• ED LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75'X.650'MULLION 'CCS. ••,10RID?,.-'• --I�� THE MATERIAL.#'(0 ANCHORS INTO WOOD MAY BE STEEL.18.6 S.S-Oft 410&S. y��ft j/'QNAL�N"�\ A.LYI+INIM1LI4ER,P.E. FL P.E.#68706 16 TABLE 5A --"-- - - - Mullion Capacity Table bse -- -- _ _ e = Opening Wtdth(fw rerflw4spar7rdng mtdlions)or Op ening Haig Int(for h3rf2ontalbsparrdrg mullions) _� o Q -- 501n 60 In 70 in so In 90 In 100 in 120!a 1401- Isola o Rectangular TraWTtlmS- Reotang0ar TreplhAnp. RsIXen9usar TreC701an9. Rectan9nlar Trep7ldang. Hao19n9Wer TrepRdeng. ReatarcpIIar Trepfrdan& R+Snn9aler Trzp7Tiian6 RaalengWer Tmp'ldang. Reetan9uler TralJOlang. �� F, 1"x 3.125"X lnadag Loafing Lu. as Loadng Laadng Loading Loadne Lcadng Loafing Loading Lcadag Loading Loading Loafing Laadng Lgdn9 Laadrg L9adrg oY .600"Alum r L t 2• D A L• L L S D s" L D a L 1" i• L• 2` D a D D 3:• 2^ D L D Tube Mull m A A a o q c = s o. v e 3 n ., 6 m n -. A s m s = 04 LL o e B ,a "$S & $. $., - ,3 8 8 S .fid N It � � �� � � a���. � �a � �� � �� �� �' �� a a� �e � �� � �� v uv v v v uv= u u u u u vo o u u v v u v di va ti u u oa v u u u u u u u u u U o� t= " s- A � o r =� t o� am as z� €� i& �" m 6. t2 - 5� a d =fi t s =8 f,� e S =� e� < _� Xe L� t3'Oa "'o- §� � _� r. g =� 6� ,'& Z ��rc W ma c �@ �a E �rc f� d`rc 1rc .� �� m� �"`r" �1 z a`rc a� d#o �_ dV` a �z iI �E m �z W w O = 42 m 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 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 321 170.0 1735 170.0 521 154.4 1802 170,0 621 n� J Cn 481n 170.9 708 170.0 524 170.0 850 170.0 SPA 170.0 992 170.0 630 170.0 1133, 17D.0 661 170.D 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 680 N 50.625 In 170.0 747 170.0 50 170.0 896 170.0 831 170.0 1046 170.0 684 170,0 Ilea 170.0 723 WILD 1345 170,0 747 170.0 1494 170.0 758 141.7 7495 170.0 736 127.5 1495 170.0 756 108,3 1495 170.0 756 LU 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 637 149,5 1401 170.0 856 124.6 1401 170.0 861 106.8 1401 170,0 861 93.4 1401 170.0 867 m N MUJI 601n 1700 845 170.0 701 170.0 1063 170.0 797 158.5 1166 170.0 878 138.7 1156 167.0 928 123.3 1156 158.5 017 111.0 1156 1447 910 925 1158 144.6 903 79.3 1156 144.5 903 69.4 1156 144,5 9D3 F-- 0 Z 631n 170.0 930 170.0 745 159,8 1049 170.0 850 137,0 1049 155.5 860 119,8 1049 141.7 846 106.5 1049 1320 835 919 1049 10.5 826 79.9 1049 119.3 820 68.5 1049 118.9 818 59.9 1049 118,9 819 Z Q m Me]a 166,8 955 170.0 789 139.0 '455 151.3 804 119,1 955 133.7 783 1042 955 121.1 775 928 855 1128 755 83.4 955 106.4 757 69,5 955 89.8 749 69.8 955 88.7 746 521 OSS 98.7 748 N Z W g �V j 72n 128.5 801 134.9 697 107.0 803 714.9 B@ 01,8 803 101.1 670 A0.3 803 912 859 71.4 803 83.8 649 66.2 803 78.6 842 57.5 803 72.2 632 45.9 803 69.8 '628 40.1 803 69.7 827 w fn 1 Z S 78 in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 70.5 595 60.7 721 70.1 580 54.6 721 65,4 579 45.5 721 59.4 569 39.0 721 56.6 561 34.1 721 58.1 561 j Q -jj t- � r 78n 101.1) 684 1054 S99 84.2 684 89.4 587 722 684 78.4 576 811 684 70.4 567 56.1 684 64A 558 50.5 684 598 551 421 684 54,1 541 36,1 684 51.3 538 31.6 684 50.0 534 Z F Q son, &5.8 514 67.9 455 54.6 514 57.3 418 47.0 514 50,1) 440 41.1 514 44.6 433 3&5 514 40.5 427 32.8 514 37.3 421 27A 514 33.0 412 23.5 514 30.4 408 20.6 514 29.0 403 an Z N 981n 54.2 452 95.7 404 45.2 452 47,0 386 38.7 452 40.8 390 33.9 452 36A 384 30,1 452 32.9 378 27.1 462 30.3 373 22.6 452 28.6 3155 79,4 452 24.2 359 16.9 452 22.8 355 N x P3 Ec> loola 36.1 357 38.9 322 31,7 357 327 317 27.2 357 28.4 312 23.8 357 25.2 308 2f.1 357 71.7 303 19.0 357 20.8 299 15.9 a" 18.1) 293 13.8 357 18.2 267 11.9 357 15,0 283 c W N N 111 In 35.1 338 35.8 306 29.2 338 30.1 301 15.0 338 26.1 288 21.9 338 23,1 292 18.5 338 20.8 288 17,6 338 19.0 284 14.8 338 t8,5 778 125 338 14.8 273 11.0 338 13,6 269 Op M 12Dh 27.7 289 282 283 23.1 289 23.7 259 19,8 289 20.5 758 17.3 289 t&1 252 154 289 18.9 248 138 289 74.8 246 11,6 289 12.8 240 49 289 11.d 238 &7 289 10.4 232 U X Q O O Q Z EL a fn to TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: a o m Q>Q AnehorCapae Table bs) ANCHOR CAP.te a. O A m 3CL m� S9telydiE 274 Comrde 3.5k Cane. Hotrnv CMU Filled CMU PTSVood Metal (DP,)X( )=ANCHOR CAP.- 0 t o w rc-D &t6•l3co 1/e^sS Eke 916 FJc0 1/4'SS Elco WOW Pfl2 sten M2 sI6d MULLION CARI�„T- AncharClipPattems Andxr type 3/16 Elea Ullman 1/C l3counmwn umae. 3n60coun1l=m 1/C esc9unracon AggreOalor unarm Agpn�ar screw(0 )St.165) scrau los) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Etlge OstarOe pnY 7" 2-1/2 t' 2.117 34/s 1. 212' 1" 21/21 7 3.10 2' 0.48' 0.6e 0,324^ CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Emtkdnem n 1a/d' tare° tela^ tale 2- 1-114• 1-ve 1-1/d• 1-1/C 1-114^ 1-114• 7 tare- tare' vanes ACiUALPRESSURE REQUIREMENTFORTHE Building ode - rs o nm 2e0 n6 354109 740 Ilea 5741bs 6641m 0461ts 341 JIM 4421M 5601. OPENING,WHEN IT IS LOWER THAN THE MU WON NOA-No. 17.0630.01 2 c 27 A AMb= 1.15-Min.O.C./stM*rd(Or CHbel)COp Mg. 480106. 700 ft NIA NIA NIA WA 320 Me N/A 14/A 141A NIA WA-- s PACs'F'f-(FR)M-THE-TABL-E)OFTHESELECTEDpimti 4 AMMM@3-Min.O.C.1(2)21/5 Angle Clips I(Fig.4 78301s 7110 as 601106 1560Its 18961bs 540106 590 IDs WA 780115 748 ns am 16m its mibs 885 ns 1120118 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Amehom @ 0.45-MIn.O.C.I Ucnp,Mb.120AMnI(Flg 4f NIA WA NIA WA NIA NIA WA NIA N/A N/A WA NIA WA WA 10731ta CAPACITY WHICH MAY BE USED TO QUALIFY BY tArcror/FClip peg 5); 195IDs 1851bs 2ailbs gd51tD• 8221tb 1351b5 140116 177 Ina 3701b3 187 @s 3321ts 4731 17DIbs 2211bs 280166 ADDRIONAL ANCHOR OPTIONS FROM THE Mtam[- eProduct Control 2Ancsoo Q l.Iff'I4.0.CJFCnp09.4 24.7 n5 I 3501ta I NIA WA NK WA 190 Its NIA WA NIA I WA WA 9411M 442 IM we Its ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F1.000°-H 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. �t III FIGURE 3: 3.125" ;.�a�NY LYNN Iris 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ���•' t-10ENSF �C �� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE4: FIGURE 5: FIGURE6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125 :.��� T X3.125"X.5-MULLION S ATE THICK.STEEL STUDS TO BE A MINIMUM GRADE33AND.045-THICK(18 GAUGE).STRUCTURALSTEEL TOBEAT 'T'-, - 4l/� C ® LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VF MULLION) %�' '•."OWDP,,•'•�C�� ® ® THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /��sjs�ONAL G A./&NINAIIIIIII, P.E. FL P.E.#58705 TABLE 6A ® h R Mullion Capacity Table(IbsMej Opening Width(forverbca*spamirg mWlcns)or Opening Height(tor horizonlaDy-spannIng mtdliDrs) G! a 60660h 7I BO In 901n 100h 1201n 1401n leo to O Rectanuular Tmp/Tnang. Re Bang. Rectangular Tr.pIT11an9. ReaangWar TWITdang. Rectmgular Trsprl'rian9. ReetangWar hep?dang. Rectangular 7raNTdang. Rectangular TmplTdang. Rectangular TraPIl11nn6 7x4X.125 Loading Laadng Loading L-Ing Laadrg Loading LWCEM Landing Loamn9 Loading Loadng Luadbg Loading Loapina Lced�ng Laadng Loedm9 Loadhg nor AIu7rLTuhe vs .. o u'. MDnldn $ �� _ �� �� 3� a a� 1)g $ a @ gq� 8� s gyp iS 3 V c3 V V v (g U v V V i7 O v U 1°J c3 t� i3 v G t'3 45 ( N (� g� 5 e 8 t € a. €s� �. € s$ _? a _� a� fr� �� S� a1) a 3.85' _� 5 Is €� 5$ 5A g� a ;_� :s� p°s tt GG�' 9�1 1tS 6 e ¢Y 'g 1)S » .G$a �a, 1)L �Bc 3� d' �q�� �66� �� a� y111& �a p}1 '9a yya 95 3` '��& baa. Z �� W 1)c ¢IY .4@ dC 5 ¢K E@ d �c 8.y @ �@ G� 3c dK Ec 4K K � tC �6 ¢� IY c dRq �@ d �o d� �a ¢2 Sc ¢K W 0 421. 170.0 620 170.0' 435 170,0 744 170.0 478 170.0 868 170.0 506 170.0 892 170,0 $19 170.0 1116 170.0 521 17D.0 1240 170.0 621 170.0 14W 170.0 521 145.8 1469 170.0 521 127.6 1489 170;11 521 N J W _I 48 in 170.1) 708 170.0 524 1TO D 850 170.0 584 170.0 992 170,0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 (n 50.625 In 70.0 747 170.0 56 170.D 893 70.0 611 170.0 1046 170,0 684 170.0 1185 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 755 117.1 1235 170.0 756 100.4 1235 170,0 755 87.6 1735 170.0 756uu �o F 6<h 170.0 797 170.0 612 170.0 95'0 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 1372 1158 170.0 837 123.8 1156 170.0 856 102.9 1158 170.0 861 88.2 1158 170.0 061 T72 Ilea 170.0 8661 m 0 to co fi0h 170.0 885 170.0 701 188.7 1042 1740 797 1429 1042 161.1 832 1251 1042 1467 815 1112 1042 136.8 801 100.0 1042 130.2 791 87.4 1042 1251 702 71.5 1012 1257 782 62.5 1042 1251 782 F � � 631n 170.0 930 170.0 745 151,2 692 163.6 818 129.6 992 144,4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 750 75.0 eB3 108.4 7!5 84.0 992 108.0 744 66.7 892 108.0 744 _ (J Q 5 681n 165.4 947 170.0 709 137.6 847 148,0 708 118.1 047 130.3 768 103.4 947 117.7 752 919 947 108.7 738 827 947 1022 727 fiB,B 947 05.1 713 59.1 '847 04.0 711 57.7 847 94.0 711 - Z 0 z eU c 72 In 136.8 849 142.7 737 1132 849 121.6 722 97.0 849 106.9 708 84,9 849 $6.4. 696 75.5 849 88.7 6B6 67.9 849 827 675 56,6 049' 75.3 659 48.6 849 725 652 42.5 849 724 651 W 7- aW gY J 76h 115.5 762 120.7 665 £6.3 762 1026 652 825 762 90.0 640 722 762 00.9 629 64.2 762 74.2 620 67.8 762 692 613 46.1 762 62.8 602 41.3 762 59.9 5S7 38.1 762 59.4 595 h J N rcZ 78h 106.9 714 111.4 634 89.0 724 94.6 621 76.3 724 83.9 600 66.8 714 74.4 599 59.4 724 60.1 591 53.4 724 63,4 583 44.5 724 67.3 573 3B2 724 54.3 567 33.4 724 57.5 585 ¢ J Y o J 90 b1 69.0 643 71.8 453 58.0 643 60.7 474 49.7 543 529 466 41.5 543 47.1 450 30.8 543 42,8 452 34,8 543 39.6 446 29.0 fi43 34.8 436 24.8 543 321 430 21.7 543 30.7 476 F7F Q z zz N 961n 67.3 470 58.9 427 47.8 478 49.7 419 40.9 478 432 412 35.0 470 38.5 408 31.6 470 34.8 400 28.7 478 320 395 23.9 478 Z8.1 388 20.5 478 25.6 380 173 478 24.2 376 a N N 9 0 610 1 D8 In 40.3 377 41.1 341 33.5 377 34,6 335 28.0 377 30.0 330 252 377 26.5 325 224 377 24.0 321 20.1 377 22.0 317 18,8 377 19.0 310 14.4 377 17.1 304 N 7- 711 In 37.1 357 37.8 773 30.9 157 11.8 3111 26.4 J57 ZT,O J1J 23.2 357 24.4 309 20,6 357 Z20 305 18.5 357 20.1 301 15.4 357 17.4 294 N K ur 12Dh 29.3 306 29.8 279 24.5 3C0 25,1 274 21.0 306 21,7 270 18.3 306 1B2 267 18.3 308 17.3 263 ® � ~ U X ¢ 0 144 in 17.0 212 17.2 1B6 d e� Zmy TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: Dop- �mea Anchor Ca aei Table bs /ANCHOR CAP.,,,,,,,,, U� g •-'� (01� Substrate: 27k Cancra 3,5k Cane. Hollvx CND FIIIed CMU FT V40W Metal (DP_)X\ )=ANCHOR CAP.,,, &le'Ekro Im GIG Eho 9tB•E9ca 11a•ss Elco dm stm M72 Stad 612 atm MULLION PRODUCT REVISED An.IwType 311V Ebo Uteeon 1J4'Eko UOracm 3H0•FJeo DHraeon 114•Eko Uttracal Anchor Clip Patterns Nuawn AgpmGnw U"B AgCeGala 8cnw(G5)8-(06) 8c (Gs) USE THIS FORMULA TO OBTAIN THE•ANCHOR as complying with the Florida Edge Dlstme(hr. 1• 2-Ire 1. 24/2• 3.08• r 2-12 1• 2-10 2' 3w8• 2- D.48• 0.54• 0,324• CAPACITY REQUIRED'CORRESPONDING TOAN Building Code Embedment 13/4' 1.3/4' 1-314• 1314' 2. 1-1w 1-114• 1414• 1-114• 1-114" 1-114• Y 1315• 1318• Lades ACTUAL PRESSURE REQUIREMENT FORTHE NOA-No. 17-0630.D1 2 Anchom®4.75-Min.O.C.I Standard or Oftel,G1p(FI9.1&2k 3901bs 3901E 460 In a 1644105 270 5 OTb D 7 841 _Bi -91 ZPEUMIG,INNFN ITIS -Exph at)on-Date65H26•h2 4Anchom @ 225'Min.O.C.I SmndaN(pr Onset)Clip pg.4 700 ms 700 IN 580 In 1410 Iba 952 In NIA 580 is WA 830 lbs Wq 88016. WA 692 ms gas In 1120 In CAPACITY(FROM THE TABLE)OF THE SELECTED B Arminm D115•Mh.O.0/Sbmdeld(ar Mel)Cllp ra 47 960 In 1400165 WA WA WA WA 760 ms WA WA WA WA WA 1363Ibs V7016s 2240 ma MULLION.R WILL YIELD A MINIMUM ANCHOR By 4AaMm®1'Mb.O.C./RI 245 Angle Clips l(Fg.5): 790 ms 790 ma 880 ms 1300 On 1888 lbs 54016s 560160 WA 760 In 7481bs 880160 18921bs 682 1b. BBs In 1120 ms CAPACffY WHICH MAY BE USED TO QUALIFY Miaml-0 a Product Control BAncMre ]'Min.O.C./R)205 Angio Cops/(F1).6): 117016s 1170 ms 1020)Ds 2340 In 284416s e10 ms e40 In wq 1140 Ira 1122 ms 1320 ms 23 ms 1022 ms 1227 les tsao ms ADDITIONAL ANCHOR OPTIONS FROM THE 4 Pnehom®0.45"Min.O.C./U-CIIp,In10.125-Alum.(Fig.7): WA WA NIA WA WA WA WA NfA NIA NIA WA WA NIA NIA 143D les' ANCHOR CAPACITY TABLE 2 Anpham®275 h1h.O.C.1 FL11p X10.8): 350 ms 950 290 ma 705 1b, 4761b, WA 280109 WA 37516. NIA 440 ms NIA 341 lbs 442169 I563 @s 4 Anchpm®1.15'Min.O.C.I F471p lFlB.9): 490ms 1 700 bs I WA NIA NIA WA 380 In WA WA NIA I WA I WA 682 lb. 885 In 1 11201bs NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•� 1.000• �-- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE • • • • • • • a • ° • ° SHEETS-FOR GENERAL INSTALLATION METHODS. 11 Y LYN 77 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��.�`A�N' EN • o • 1,1C SF''•�(� • • • • • • 4.000' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES ` '•� No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ *_ •0 o • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED %�.•f /L ° o • o CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' :��'•.,���555 A7E F !V SOUTHERN PINEWITHAN SG OF0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125°THICK STEELSTUi '•.F<OR1D?.••' \� ANGLE CLIP FIGURES 5&6)MUST BE USED IN PAIRS. ANDOA36 ALLL ANCSTO HORS INTO METAL SHALLNIMUM GRADE 33 EXTEND THICK AT LEAST 3 SCREW THREADS BEYOND MATERIAL#10.STRUCTURAL STEEL TO BEAT LEAST.125" 1&K '�� `S'ONAI-E�C`�� l 1•X4"X.125' A.LVt4WMILLIWP.E. k12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 L TABLE 7A -- - Mullion Capaclty Table(Ibsfie) Opening Width(forHerlical"panning muttons)or Opening Height(for Yarl2nnta9y-spanning mullions) w so In 00 in 701. so In 901n 1001n 120 h 140 in login a p Rectangid Tmp/idang. Rectanguler Tm,Nill6m RedengW.r 7tap clang. Rectangulw Tmp7TAang. Rectangular TmplTdang. Rectengular TmpRAeng. R.c .,;Wm Trapffd.ng, ReelmDular TmplTAarl9. ReclmgWar TmpTAanp, 1x4x.375 I.-Ing Loading I-Ndln9 L..Og LOeding Loading Laadng Loafing Loading Loading Loading Lcedng Lvadng Loading laadne Laacing Leading L-Ing Alum. .. $"T. r. Td-i r r r r p r a p r n r r_ r r^ r a r r 'a z r r a r r p 6 o m.• u u L A v D.- 3LO Mullion _ 3 E A 8 IL '+ m m a y`" m a� % €, q t��` a � a a9 a a- a 1G a � (5 �" a � a a9 � � a �9 � a� � a � as � �s g =� �� s a$ s� s� a cs� ts g s � s� tss �� s s� �$ a a� _� s 17 ���z � � � a �� ¢ � � a a� a zrc 0 z !L- W Bin 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 S92 170.0 519 770.0 1116 170.0 527 770.0 1240 170.0 521 770.0 1480 170.0 621 170.0 1735 170.0 521 170,0 1993 170.0 627 w J U) 481n 170.0 709 170.0 524 170.0 550 170.0 584 170.0 892 17D.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1707 170.0 680 170.0 1983 170.0 680 151.8 2D24 170.0 680 C J Lr x 50.6251. 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 755 170.0 1703 170.0 756 158.0 1919 170.0 756 1365 1919 170.0 756CD LU _ a= F 541. WILD 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 110.0 65E 158.9 1799 170.0 861 137.1 1799 VDA 861 120.0 1799 170.0 861 a fn M W 601n 170.0 855 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 170,0 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170,0 1063 111.0 1619 170.0 10"03 97-2 1019 170.0 1063 � t0 0 631n 170.0 930 170.0 743 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1016 156.7 1542 170.0 1076 141.0 1642 170.0 1122 117.5 1342 168.5 1158 100.7 1642 167.9 1157 ODA 1642 167.9 1157 � Z 661n 170.0 974 170.0 789 170.0 1159 170.0 903 170.0 1364 170.0 ID02 160.6 1472 170.0 7086 1428 1472 163.a 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1100 91,8 1472 146.0 1104 80,3 1472 146.0 1104 vi m 72 in 170.0 1063 170.0 .878 170.0 1279 170.0 1009. 150.8 1320 166.2 1101 132.0 1320 149.9 1082 1773 1320 137.8 10M 105.6 1320 128.6 1049 811.0 1320 117.0 IPL/ 764 1320 112.6 1013 66.0 1320 1125 1012 W W O EL J 781. 770.0 1122 170.0 937 149.6 1184 159.4 1013 7211,2 11a4 139.8 981 112,2 1184 125.7 976 99.7 1194 116.3 964 89.8 1184 107.5 952 74.6 1184 91.6 935 64.1 1184 93.1 927 50.1 1184 923 925 y J (q dN Z Q J h 781. 166.1 1724 170.0 967 138.4 1724 147.0 965 118,6 1124 128.8 947 1038 1124 115.6 937 92.3 1124 105.8 910 83.0 1124 98.5 906 69.2 1124 89.0 690 59,3 1724 64.3 eat 57-9 1124 832 878 r r 90 in 108.1 844 111.5 750 90.1 0" 94.3 736 77.2 644 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 540 844 61.4 693 45A 844 54.2 676 38.0 944 50.0 668 33.6 844 47.7 662 z = Q Z N Q 4b 961n 09.1 742 91-5 663 74.2 742 77.2 652 63,8 742 67.2 641 55.7 742 59.6 631 49.5 742 54.1 622 44.5 742 49.8 Bt! 37.1 742 43.0 600 31.8 742 39.8 690 27.8 742 37.6 684 eO• "O:tO rn U)6 Yu d 108 m 62.6 586 Ol 530 52.1 586 53.8 521 44,7 586 46.6 513 39.1 686 41,4- 505 34.8 588 37.3 498 31,3 580 342 492 26.1 566 29.6 481 22.3 686 20.6 472 19.6 588 24.7 466 n N t'i w m o 111 in 57.6 556 68.8 50J 460 455 49.5 495 412 555 429 467 36.0 555 38.0 480 329 656 34.2 473 268 555 31.3 467 24.0 554 27.1 457 20.8 555 249 440 160 455 22{ 442 N X 1201. 45.6 475 40.4 433 38.0 47fi 39.0 426 326 475 33,7 420 28.5 475 29.8 474 25.3 475 26,0 409 228 475 24,5 !04 19.0 475 21.1 395 16.3 475 1aT 387 143 475 17.2 J61 ® V NN co x > 1441. 26.4 330 28.7 305 2Z0 330 224 301 18.9 730 19.3 297 16.6 330 17.0 293 O Q Z a o0 sI TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: � Anchor CapacltV Table bs) ANCHOR CAR,,,,,,_ g e substrate; 27k C=10e 3.5k Cana. HOIIfN1 CMU Red MW PT Wong i (DP"„)X( )=ANCHOR CAP.., 5118.111* 7x4'44 Ego 5/16'Ei-0 IW SS El.. *IDS-- kl2 steal OQS1ee1 MULLION CAP.,.,,,,,,,, PRODUCT REVISED ArrchorType 3116 Elvo Ultrazan 114'Elvo UlBaam 3116-Elco ultracon 1/4'Ego Ullmcm 6W (� ( as cora 1 In with the Florida Anchor Clip Padems - lllnelm AggleGelor Uilmtm A .Gator .IGS)screw G Screw G5) USE THIS FORMULA TO OBTAIN THE."ANCHOR y g Edge O.tanve 1817 1• 2-12- t• 2-t2 3.118• T 2-12• 1• 2trz 2• 3-t/a' 2• 0.4s• 0.5s• 0.3N° CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embedmern ft I-We 1-14' 1-3/4- 1-14' Y 1-1/4' 1414' 1-1p• 1-1/4• 1.114' 1-114• 2' 1.38' 1-8• veAes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anohors94.75 Min.O.C./Standard wO8sel Clip(Rg.182): 390 lbs 390 We A So IDs 8901be T s b 4 741 34 THAN THE MULLION .Ph atI. -Dat-R&2r{2021 4 Ancnasa 225-Min.O.C./Standard(or 01I Clip Fig.3C 700105 70010. 580 lbs 1410 lbs 952 lbs WA 560111 N/A 630 2a WA No Ire WA 682 ms 8a5 IM 1120 be CAPACITY(FROM THE TABLE)OF THE SELECTED IlAncb_It 1.IT MIn.O.C/Standen!(or O6ae0 Clip(Rg,4t 560lba 1400 Ilea WA WA WA WA 76011,. WA WA N/A WA WA 1363 lbe 1T70 lbs 22402. MULLION.IT WILL YIELD A MINIMUM ANCHOR lay - 4 Anolmm 893•Min.O.C./(2)26 Angle Caps I(Fig.5Y 7801bs 78011,. 680 lbe 15601M 1896[be 5402s 560 lbs N/A 760 Tb. 748 lb, 880 lb. 1892 ibe 6823. 88511 11201bs CAPACITYWHICHMAYBE USEDTO QUALIFY miam ePro ue-Tt Control eAnetas®3•MIn.QC./(2)2x3 Angle Cups I(Fig.91: 1170 Ibs 1170168 1020 lb, 234011,8 294428 8102. 6401be WA 11401b7 1122 be 1320 iis 283868 I=2a 13272, les02e ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors®0.44 MIn,O.C.r-1p,Into-125•ANm.(Flg,7p. WA N/A NIA NIA WA WA N/A WA WA NIA N1A WA NIA N/A 1430!be ANCHOR CAPACITY TABLE. 2 Ancbars P 22V Min.O,C/F41P(Fig•8k 3502. 35010. 29001. 705 lb. 4762. WA 21 U. WA 3152. WA 4401hs WA M12s 442 lb. 660 R. 4 Anshan$1,15'Min.O.(J FC9p(FIA.9k 460168 70010. WA WA N/A WA 380 ibs WA WA WA N/A N1 66211,. 8851 11201b. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. --j 1.062' r-- -{ 1.000• f- i i i TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: 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. • • 0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `\ 1 r ��6NY LYNN o • • o • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE tyCEN,p F •��: SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000' Q, •. SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. a 7a? NG.58705 FIGURE 5: FIGURE 6; FIGURE 7: 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 i a e • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALLBE ��,n•'•, ATE F 0 6063-TS AND BEA MINIMUM OF,125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.M" 375• 376' �S 40RIOP•. THIC 18 GAUGE). ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL S ETAL SHALLEXTEND AT LEAST 3 SCREW THREADSTRUCTURALSTEEL TO BEAT BEYOND THICK BEYOND THE MATERIAL..410 1"X 4"X.375" 1°X x.375.7NAL ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. .,.MULLION MULLION A L1YM1iN M14hEA,P.E. F P.E.#58705 -- -- -- 4444- - -- - - - - - -- -- --- -- - - TABLE 8A -- - --- - - - - -- Mullion Capacity Table (lbs/W - opening Width(foruavicaltyspanning moons)or Opening Height(forhodzarda"penning mullions) a a 501n 601. 701n so In 901. 1001. 120 In 1401n 1601. m 0 O 1.25"% Recta.&lar TOIpRdang. RectangWar, TrepRdatg. Recten9ulor Tmpll11w9• Rectangular Trap/TdanB. Rectangular T.P/rdang. Reetangufar TmPITdang. Recta o"e TraplTrlan9- RechnBN� TapRdenO- Reatan9ukr TradTrla'1& Loadng Laadng Lwdng Lawfing Loading Loading Loading Loadnq Loafing Loading Loadng Loafing Load.g L4reo31g Loading Leadn9 Loading Laadira 3.188"x p D D D D 2• D 2^ L• b' D D Z' D �• 2 2.• ;L• i" D D 2• 40 F D D D D D D G 40 LL .265"Tub.MUn I� a a� �� a d �4 a s ea d I9 B a a s'g 8 s$ a9 �'6 0 s 6E sa € tr t s� e� `� s e� s €� i� �� 1 s rs s b Q �r"e i s ire s•g aft �y P 9 t 9� a 3� � � 5S 5 z ea �� �� a g� �rc f� ¢ �� �rc �� S� rc sa s� a� 12a Q¢ I� s �1 Q W 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.D 518 170.0 111fi 170.0 521 170,0 1240 170.0 521 170.0 1480 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 N ..J 481. 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 551 170.0 1275 170.0 677 170.0 1417 170.0 880 154.8 1648 170.0 680 1327 1548 170.0 680 116.1 1518 170.0 680 CO SO.fi25 in 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 1702 756 139.2 1468 170.0 756 1193 1468 17D.0 756 104.4 1468 170.0 756 M p W O 54 in 170.0 797 170.0 612 170.0 Su 170.0 601 170.0 1116 170.0 764 170.0 1275 170.0 803 1611 1376 170.11 637 146.8 1378 17D.0 856 1773 1378 170.0 861 104.8 1376 170.0 561 91.7 1379 170.0 801 a CO O W Win 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0, 1155 187,4 930 173.8 1158 156.8 919 1112 1155 150.0 812 92.7 1158 144.8 905 79A 1156 144.8 905 69.5 1158 144.8 905 Q F W O G 871. 170.0 930 170.0 745 180.1 1051 170.0 850 711.2 1051 155.9 862 120.1 1051 1420 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1057 119.5 822 68.6 1051 119.1 621 60.0 test 119.1 621 d Q 2 (n m = IE 56 in 167.1 857 170.0 789 139.3 957 151.6 605 119.4 957 134.0 790 104.4 957 121 6 777 92.8 957 112,8 767 83.6 957 106.6 759 69.6 957 100.0 750 69.7 957 98.9 748 522 957 98.9 748 Z J z CV c 721. 170.7 604 1352 698 10'7.3 604 1152 684 91,9 804 101.3 671 -A 804 91.4 660 71.5 804 64.1 650 64,4 804 78.8 643 83.6 804 723 633 46.0 804 69.9 629 40.2 804 69.8 628 W 2 5 �Q 1 E g& 761n 109.4 722 114.4 WO 912 722 972 618 782 722 85.3 806 68.4 722 76.7 696 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 712 56.7 WA 342 722 562 564 y J La rcZ 781. 101.2 685 105.8 600 84.4 685 89.6 688 723 b'BS 78.5 577 63.3 6145 70.5 566 562 685 64.5 560 50.6 665 .60.4 553 422 5115 54.3 543 36.2 685 51.4 537 31.6 685 50.1 516 90 In 65.9 515 88.0 457 54.9 615 57.5 449 47.1 515t50.1441 41.2 515 44.7 434 38.6 515 40.8 428 33.0 51S 37.4 422 27.5 515 31f 413 23.5 515 30.5 407 20.6 514 29.1 404zNQN96 in 54.3 451 55.8 404 45.3 053 47.1 397 30,9 453 33.9 453 36.4 365 302 453 33.0 379 27.2 463 30.4 374 22.6 453 2&6 366 19.4 453 24.3 360 17.0 453 22.9 356 i•"' DO bZfn aO108 in 36.1 358 39.0 323 31.8 132.8272 358 23.8 358 252 308 212 258 22.7 304 19.1 358 20.6 300 15.9 3581&0 29335.1 338 358 30fi 29.3 338 10.1 301 25.1 338 220 335 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 ® LL' X LO CO U)1201. 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 17.4 200 18.2 253 15.4 290 16.4 249 H S2 Q N a 0 0 1441. 16.1 201 18.3 tab K ar z TO 5,co TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: p ..� u €G_mOf AnchorCopacity,Table(lbs) ANCHOR CAP.,m,s, a o w o�a� sutsvate: 2710SWIde 3.5K Cent. Ileum CMU FNed CMU PTWrod Mea (DP„a)X )=ANCHORCAP... � ' ytcEco va^ssDca&tCBco i/4 SSEho #10 Sled alzsteel ms+�1 MULLION CAP.,,,., PRODUCT REVISED Anchor Clip Patterns Anchor TypC 316-BCD u4ra4m va El.0llmcon 91e Elco Unram t7r Elc0llibacon (G* (G5) USE THIS FORMULA TO OBTAIN THE as complyingwith the Florida Uh2con AggSS Oc 6110 Elc A ss Mt sans scree(Ga scree Edge Distame on): 1• 2-111 I• 2-1/7 3.1m' 1• 2-vr 1• I 2-111' 7 av817 0.45• 0.54^ 0.324• 1 CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embeheu n. 15/4• lar 1514• is/a^ r 1414• 1-lie 1414° 1-vr 1414• 14le 7 1-19• 1-318' vetas ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 77-0630.0'1 2AncrpB@ 47T"A 0.C.7 stanjue volsel alp(Flg n 390 IDS 390it9 450106 890 IDS 1641166 2701Ms 2801D 3541D5 740105- Ibs 681159 "W9lta ENtN S�`,WHEN-IT IS-LOWER THANTHE-t4t1L-Ne Expiration Vote 4 AMn-@ IAT Min.O.G I sta l=(Dr CC I)Clip p9g 2} 480106 M-�AMIA WA NIA MIA 380 I� NIA WA NTA WA WA fi21D4 985 i! 1120 tH CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ar4to9@7Min.O.C.1(1)2c5Angle Clips/fF1g 3X 750 IDS 1860 IDS ISM IDS 540 IDS 560 IDS NIA 780165 Tae lDs 880103 1892 IDS 6921Ds 885116 11x7 iffi MULLION.IT WILLYIELD A MINIMUM ANCHOR By 4Arctm9 @ 0.45•Min.O.C./1-0110,Into.126"Alum(Flg 4E N/A NIA NIA WA WA NIA WA N/A WA WA NTA WA 1431 mi CAPACITY WHICH MAY BE USED TO QUALIFY Miami-O " roduct Contro1�lDs 4451m- 622 ws 1351DS teD IDsm lDs s7a)ta te71Ds 33ziDs a73lts no m6 221 ms 2e01C4 ADDITIONAL ANCHOR OPTIONS FROM THE WA N/A NIA 190116 NIA WA N:A WA nvA 941616 442106 560106 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I 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. 111111 1 I I I I!II 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�,�N()41..-••••..,�Ilvj FIGURE 3: 3.188" I,ICENS ANGLE 3)MULLION AND MULLION CLIPS SOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE Q�' CLIP MUST SHEETS 21-23.HOLES TO BE DRILL D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �• No.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ® ® ® ® BE USED 265° IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND , GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 990.WOOD SHALL O SATE OF •46 FIGURE 4: FIGURE 5: FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE •.:-'ZORtDN ® 606375 AND BEA MINIMUM OFA 25'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1.25'X 3.188'X.265'MULLION 1 1615/ ........ N �� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND ASS.ALL (1-1/4'VF MULLION) '217 OVAL E 1.\N ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL !I!f I 1 111111 1 #10 ANCHORS INTO WOOD MAY BE STEEL,18-8 B.S.OR 410 S.S. A.LYNN MILLER,P.E. ri: FL P.E.#58705 TABLE 9A Mullion Capacity Tablo(thBR) Opening Width(far vertIcally-spannfiV Mullion)or Opening Height(forhorizontafly-Bpaming muillons) te $I 6018 601n 701n 801. 901n 1001n 120 in 1401n ISOM ^ o 1,2623.25 Rectangular TreP'Tdang I naulef hepRdana. Rada oft TmprrAN, Rwlen0ufar TraylFieng Rectangular TrBp'IdanA. Ra4fenguler TraplTlisng Ractenpuler TmpltJhmg. Raolan9-ler T. g. Rechnguier Trapaderg. Loading Loadingding Loddng Loading Loading Loading Loading Loadna Loadna L...B Loading Loading Laadig Leading Loading Loading Loading oY`- v X.100 , Alum.Tube yDp} ybLL Mullinqj (S 19Z n-e 42In 170.0 620 170.0 435 744 170.0 478 170.0 Bee 170.0 506 170.0 092 170,0 619 170.0 1116 170.0 521 153.3 1118 170.0 521 127,7 Me 170.0 521 109.5 1118 170.0 521 95.8 1118 170,0 521 �_ _48 in 170,0 700 170.0 524 850 170.0 584 167.8 078 170.0 630 14&7 978 170.0 961 130.4 978 170.0 677 IVA 878 170.0 BOO97.8 978170.0 680 03.8 BTB 170.0 890 73.3 978 170.0 880M625m 170.0 747 170.0 563 Boo 170.0 631 150.7 927 170.0 684 131.9 027 1685 708 117"2 927 15&1 699 105.5 927 15&3 696 879 927 15&3 895 75.4 927 156.3 695 65.9 927 156.3 695 f2 8641n 170.0 797 1709 612 809 170.0 691 132.5 869 163.8 683 115.9 669 1d1:8 660 103.0 069 134.0 660 927 889 129.8 054 77,3 869 128.6 962 66.2 869 128.8 E52 S7.9 669 1288 652 xLU60 in W.2 746 153.8 634 746 132.3 020 102.3 746 117.8 605 89.5 740 107.0 599 79,6 746 101.0 592 71.6 746 96.0 SB7 60.7 746 93.3 583 51.2 748 93.3 583 44.8 748 93.3 583 Mrn 031n 123.7 877 132.0 570 077 113.2 668 9BA 877 100.4 655 77.3 077 81.4 548 88.7 077 85.2 539 81.9 877 81.0 634 5L8 671 77.0 528 4d.2 677 76.7 620 38.7 877 78.7 629 I"' WZ .661n107.8617 114.1 530 017 07.0 519 78.9 677 8&3 BOB 57.3 517 78.3 600 59.6 617 726 494 53.8 817 88.1 489 44.8 617 64.4 48] 98.4 877 63.7 482 398 817 63,7 482CL 721. Me 518 87.1 460 SIB 74.2 440 59.2 S18 85.2 432 51.8 516 NA 425 48.1 518 64.2 419 41.4 Bte 50.7 414 34.8 518 4&8 408 29.5 818 45.0 405 2&B 618 46A 4a5 zJ2 76 in 70.6 465 73.1 405 466 Me 398 50.3 465 .54.9 '390 44.1 465 49.4 384 392 465 65.3 378 35.2 405 422 374 29.4 465 38.3 387 r+.2 405 38.6 361 220 465 362 383 �78 in 662 441 6&0 387 441 67.7 319 46.6 441 $0.8 372 40.8 441 46A 388 382 441 41.6 380 326 441 N.7 355 27.2 441 3Le 340 23.3 441 33.1 345 264 441 327 346 F J �a U arz N 901n 42.4 332 43,8 295 35.d 332 37.0 289 30.3 332 323 284 28.5 332 28.8 280 23.8 332 26.1 276 21.2 332 24.1 272 17.7 232 21.3 286 15.2 332 19.6 262 13.3 332 1&7 280 7 Q O r so in 35.0 291 35.9 280 291 291 369 258 R5.0 287 20.4 262 21.9 291 23.5 248 19.4 291 21.3 244 17.6 291 19.5 241 14.6 291 17.1 236 12.5 291 15.6 232 1tZ Z Q N IN In 24.6 230 25.1 208 1 20.5 230 21.1 205 17.5 230 10.3 201 15.4 230 102 IN 17101 22.6 278 23.1 197 1fl9 218 18.4 194 162 218 10.8 191 14,7 278 74.0 188 yyqq N J o n CO 120 In 17.9 187 18.2 170 14.9 187 15.3 167 ® � x � � (D < N Q O TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: p a c �m� Anchor Capacity Table Ob.) ; Sucslraie; 27k Canorote 3.5h Cone, Hogvw CMU FII CMU PT Wood Melsl (DP.)X/ANCHOR CAP.,,,,,,,,,\_ANCHOR CAP.,,m O o 'n1� 5110 Eleo 1/4•SSEIco 5l1 fi'Poo 1/4-SSE" 91081ee1 012Stee! 912 steel `MULLION CAP.,,a,w,a PRODUCT REVISED Armhor Type: 3116,Mo.till- 7/4'Eko ulbeoon 3110"FJco ullr000n U4"Elco Ulrecon ( ( USE THIS FORMULA TO OBTAIN THE"ANCHOR ns eomplyln with the Florida i Anchor Clip Patterns Ultmoon AOBrdWor Utreon AggmGator screw GS)screw(Gs) So1eve c5) g 1 Edge Distance On): t' 2.112° 1• 2.1Ir 3-1/8^ t• 2-11r 1" 2.17 2' 3-115• 2^ 0.46• 0.54^ 0.324^ CAPACITY REQUIRED"CORRESPONDING TO AN Building Coda j ment(irt i y• ��(4_ 1-114• 1.1/4^ 1.114• 1-114• 2• 1.378• 1.318• lades ACTUAL PRESSURE REQUIREMENT FOR THE IN OA-No. 1 T-0630.01 2Aneh..Q 4.75•Min.0 GG l Stands d or Mel Olp(Fig.U 390 lbs 390 lbs 450 Ibs BO01bs 1644 lbs 2706. 280 th- 35410. 74016. 374 lbs 664 106 948 W 341 6. 4421 a ENING.WHEMMS-tOWERTRAWTHEiu1H 4 Anchoo@7.75•MIn.0.0.7Standard(or OB.al)OIP(Fig-2j 48OIb9 700 lbs WA NIA N/A WA 380 IN NIA N/A NIA WA WA 682 IN 885]be 11206. CAPACITY(FROM THE TABLE)OF THE SELECTED xp ra on a.e. 4AnahOrs®3"MIA O,C./(2)2x5 Angle Clip.I(Fig•3p 7806. 780th. 6801ha 15606- 1698 ba 1401ba �14 �'b WA 7806. 14816. 08016. 18926. 6826s 885lbs 1120 ms MULL}ON.ITWILL YIELDAMINIMUM ANCHOR By% 3 Anchoro®0.94•Mht.D.C.l llCllp,hto.100"Alum.ff10.4i NIA N/A WA NIA WA WA NfA WA NIA WA WA NIA WA BSD It. CAPACTTYWHICH MAYBE USEDTO QUALIFY Miami-D Product Control 1 Archon -'P;FID•Sk 1956. 105 lb. 225 m. 445 m. 82216- 135 ms 1771bs 37010. 187IDs 93215. 413 01s 170 Ibs 221 6. 2806. ADDITIONAL ANCHOR OPTIONS FROM THE 2AnchOM @ 1.15'Min.O.G/F-Cllp(FIg.87• 241169 350Iba WA NIA WA NIA NIA NIA NIA NfA N/A 341 6- 4/21ns 560th. ANCHOR CAPACITY TABLE TABLE NOTES: 1.260` �-•1.250"-^i FIGURE 1: FIGURE 2; I I ® ® ® ® 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. 1111 I 1 4I YNN 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE FIGURE 3: ) 3.250" 3.260° ` ' ''....... M� ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS \ <%CENSF'•.0 CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ® ® ® ® BE USED No,58705 B 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 --p BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE %� 1} ��= FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BE A MINIMUM OFA 00"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND :�T'•," ATE F (4 ® ® .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL .100" .100° LALORIOA•.••' ® ® ® ANCHORS #2 ANCHORS INTO WOOD MAY BE SLE 8-8 S.S.OR 410 D AT LEAST �SOS BEYOND THE MATERIAL 1.25"X 325"X.100" 1,25"X 3.26"X ON FOR MULLION .100' SS� "• 11 FIELD-MUILLFD UNITS FACTORY-MULLED UNITS y'y�l4Al 1�1 ® A.LYNS��]IILL ,P,E. FL P.E.#68705 TABLE 10A EE Mullion Capacity Table pbsN?) Opening Width(for verlicelly-spanning mulliors)or Opening Height(Porhadzotilaff"penriBg mWlims) e So In 60 in 701. Be In 90 in 100 in 120 In 140 in 1601n y} 4 L q O 116%32b Rectangular TrL Jiang. RLe.digular heprtrc ng. ReewOgWar Tnaa ft, RL..linular Trap/rdeng. Rbadng hU.,finnQ. Ractangaar TrL.Odhng. Rvcfangular TLoadinn9. RL dinular Tiap7Tdan0. Re .&.&ler Ti Ualingg. 3S x.624 Loading Loading Loading Ldadmg Loeding Laadng Lowing Loading Lna ding Loading Laad'mg Laadig LoedNg loading Loading Loading loading L4ading Alum-Tube .� z & .;u m i A '� B E .m F.. .. 'S •E,. .. S,- ,. .� �,., •m .' �' LO IG!I Mulllen va v a� �� v v ve v vd v a �+E ••L`° v v� ` v` v 5 U �.4 sP $€ cP g s <P _ _ g =� =s =Pfi Q _> �t t a sa o rn Nom' w d"'� @, doh I€ -t f @. d`¢ f @. d`a f€ doe Z'� d`s Z0 W 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 513 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1480 170.0 621 170.0 1736 170.0 621 170.0 1983 170.0 521 tC�at� J Z 481. 170.0 709 170.0 524 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 E80 169.7 1979 170.0 680 148.5 1979 170.0 680 0: = U 50.625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 1 170.0 684 1709 1195 170.0 723 170.0 1345 17x0 747 170.0 1494 170.0 756 170.0 1793 170.0 760 1625 1877 170.0 756 133.5 1877 170.0 756 = F=- 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 154 170.9 1275 170.0 803 170.0 1434 170,0 337 170.0 1594 170.0 B56 156A 1758 170.0 661 134.1 1769 170.0 861 117.3 1759 170.0 061 m O (p K 601n 170.0 806 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 t417 170.0 544 161.1 1511 170.0 396 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 ID63 90.6 1511 170.0 1063 I=-• U LU 63 in 170.0 930 170.0 745 170.0 1116 470.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1016 1392 1370 Me 1076 125.3 1370 164.0 1082 104.4 1370 155.0 1072 B9.5 1310 155.3 1070 78.3 1370 155.3 1070 cG LU Z $ 661n 170.0 974 170.0 789 170,0 1169 170.0 403 155.6 1218 170.0 1002 130.7 1248 1fi8.8 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.9 1248 130.4 970 77.8 1248 129.0 015 68.1 1248 129.0 976 Z N i >. _ m 721n 167.8 1049 170.0 878 139.9 1049 150.2 092 779.9 1419 172.1 075 tOd.9 1049 119.1 860 931 1049 109.7 840 83.9 1049 102.7 398 69.9 1049 94.3 826 69.9 1049 91.2 820 624 10d9 91.1 870 W J 50 o T6 in 142.7 961 149.1 322 118.9 941 146.8 805 101.9 947 7171 791[31.1 941 100.0 777 79.3 941 91.7 766 71.4 947 85.6 757 59.6 641 77.6 746 61.0 941 74.0 737 4d.G 941 TJ.3 73fi a ^ Z 70 in 1920 894 137.6 783 110.0 694 11G.9 767 94.3 094 1024 753 094 91.9 740 73.3 894 114.1 730 66.0 894 78.3 121 55.11 396 70.7 707 47.1 B94 67.0 701 41.3 B9d 06.1 690 j Q ti r r 111" 85.9 671 08.7 596 71,6 671 74,9 505 61.4 671 65.3 575 671 58.2 fifi6 47.7 671 529 550 43:0 671 48.8 551 35.0 671 43.1 639 30,7 671 39.7 531 2fi.9 671 37.9 626 z Z ¢ 1 9fi in 70.8 690 72.8 527 59.0 690 61,4 618 50.6 590 53A 639 590 41.5 502 39.3 590 43.0 434 35.4 520 39.6 498 29.6 590 34.7 477 25.3 690 31.6 469 22.1 690 29.6 464 FO, X mZ 100 in 49.7 466 50.8 421 d1A 466 42.0 414 35S 466 37.1 436 406 329 402 27.6 456 A21.3325 .9 466 27.1 391 20.7 466 23.5 302 17.8 468 21.2 375 15.5 4110 19.6 3706nCV 0 ,111 in 45.6 4.11 46.7 d00 39.2 447 39.3 373 32.7 441 34,1 307 441 30.2 382 26A 441 .9 441 24.9 372 19.1 441 21.5 357 16A 441 19.3 356 14.3 441 17.6 357 � � 4rjW o120In 383 376 369 344 30.2 376 31.0 339 25.2 376 26.6 334 378 23.7 329 20.1 378 81 378 19.5 321 15.1 378 10.7 314 x FL LO Win 21.0 262 2t1 242 17.5 262 17.8 239 15.0 262 15.3 236 G N Q O 0 z TABLE 1U8 Anchor CapaciANCHORCAPACR ty Table(lbs) o YADJUSTMENTFORMULA: a e� m0 s0 ANCHOR CAP,,,,,,,,,,,` O SuV,tralj 27k Comm 35k Canc. HdIOw CMU FllleO CMU PT vlaS MNaI (DP�)X( 1=ANCHOR CAP all Elco 1/4•S8 eco 6lt4 eco 1l4'ss eco eta stea tnzsteBl masleel MULLION CAP.nan",,, PRODUCT REVISED Anchor Clip Patterns Anchor type: 3'14 eco tnlacen il4'Ec.ultmcon 3'19'Eco tStrxm 114^FJOO Wtrdcon UnmimW ) ((B5) S) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida u8rzron AQ9reGetor 116"Ec A 8SElc WIGSIW 512 SCm1(O Edw Clstarxe ttn: 1' 2.112' 1° 2-112' 34/6' 1° 2-trz' I- I 2-1/z• T 3-11e• 2' 0,48° 0.54' 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Building Code L taro^ 1ar4• talo• laid• z^ 1-114' 1-114' 1-114' 1-114' 1.114• I-lle 2 Lala' 1.3'8 1zde4 ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.09 2An:Mis($d.79'MIRO.C./Stantlard 4rO 0Cup(Rg.1) 359W SOD lbs 4501os egom lsaa iM vd ms zea los 351 os- b W4 los �a PENIN"HENiT1&LGWER-TiiAi•>-THE-MULL4e 4 AJc0as®1:75'Min O.G 131andald(Or C9aet)CI1p Mg.27 de01Ds 700 es WA NIA N!A NIA 3901te NIA WA 1JlA WA N/A 6B21bs 8851tx 71201 CAPACITY(FROM THE TABLE)OFTHE SELECTED P1ra non a e 4Alxtnre(?3"Min.O,C./(2)205 Argle Cllp9 l M.L iL0Llm 760109 See IDS 180It% 16%Im 540Im 560109 NIA 7601ts 7481Ds 880ID3 139285 682ms BBSits 11201M MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3ArcIcrsQ0.54°MM.O.C,/ULilp,inio.uam gum. iig.4} NIA N/A NTA WA N/A NIA WA NIA NIA NIA WA WA NLA WA 960 ms CAPACITY WHICH MAY BE USED TO QUALIFY MIamF-Da Pro uct Control 1 Anchor!FCOP(R9,5):1 1951D3 79505 -Ohm 44511% 822 ltd 735109 m es 177 azo IDs 187 W 332M 473 Ibs flo07s 221 ws zoo u5 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc.Ons aQ 1.16'Min O.CI F-Cep(R9.6T.1 240.103 350¢5 NIA NIA N/A NIA too its NIA WA NIA WA WA 941 ros 44216a 5608e ANCHOR CAPACITY TABLE ` FIGURE I: FIGURE 2: TA13LENOTES: 1.2517'^] ® ® ® ® 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: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ` 'C •'t,10ENs C i� ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3250" 3211.62-4" ��. F '•,�� CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ® ® ® ® IN AIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM,TOASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE W LTH AN SG OF 0.55.ALUMINUM SHALL BE 624" FIGURE 4: FIGURE5: FIGURES: STA 606375 AND BEA MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -L ® .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 4�4FtORIDP1.'-'N� ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125"X 3.25'X.624" 1.25"X 3.26'X..024 O' O ® ® #10 8 912 ANCHORS INTO WOOD MAY BE STEEL,1B-8 B.S.OR 410 S.S. MULLION FOR MULLION FOR �7j/7 NAL 111t1� FIELD-MULLED UNITS FACTORY-MULLED UNITS ® A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 11A ®�&n I -- - - - - Mullion Capacity Table(Ihsfila). � Opening Wldlh(forvedlcally-spanning myons)orOpening Height(forhodzo150By-Spennilg mU6ons) oI,, c 50 in 60 in 70 N 80 In 90 in too h 120 In 1401, 160 in m O Reifingular TrapRdang- ReCangular Trapf7deng. Rodangular TmARaang. RL-ding TrI.-Ingg. R.o2dindar Tr Le dinng. Reladt,gar Tnp77dang- F L..ding TrWdInag. R1- no., TL..ding Ra.dingcUngd r 7nmllingg. ... 125x394 Loading Lvad'mg Lvadng Loafing Loading Loading Loading Loafing Loatling Loading Lmding Evading LaadOrg Evading Loading Loading Load(ng Loading x.624 oz n Z7 At=.Tube _ _ S 3 £_ £ 'c '''z- - .. �.. - MullDn a '° a E o a a X€ K A€ A A= mA $ W@, - -'. N "�' v aTsk. is�' v ` v cid v v v u9 � or v` o" vb` ° _ °� v om v ri v_ € _ r' U �'� $_ s` z �' $Q mP 5 t' �P = �_ s o (�� �s �a d`3- s'� �c � eek s� ¢� f� & @ <z � ¢`r f� r`� fo d`� ��" �& �� a`� � a�`ec g 8& 2 4`z it"' d`a �� �a 0 nye W 42 in 170.0 620 170.0 435 170.0 744 1710 478 170.0 C68 170.0 506 170.0 092 170-0 519 170.0 1116 170.0 521 170.0 1240 110.0 521 170.0 7481 170.0 $21 1T0.0 1735 1709 521 170.0 1983 170.0 521 W J = 48 in 170.0 708 170.0 624 170.0 850 170.0 584 170 0 992 170.0 630 170.0 1133 170-0 661 170.0 1275 170.0 677 170.0 1417 170.0 630 170.0 1700 170.0 600 170.0 1983 1700 680 170.0 2267 170-0 680 K J U) 50.625 in 170.0 747 170,0 663 170.0 895 170.0 631 170.0 1046 110.0 6Bd 170.0 1195 170-0 723 170.0 1345 17D.0 747 1710 1494 770.0 T56 170.0 1793 170.0 756 1710 2092 170.9 756 170.0 2391 170.0 766 F=- 54in 170.0 797 1700 612 170-0 956 170.0 691 170.0 1116 170.0 754 1700 12M 170,0 003 170.0 1434 170.0 837 170,0 1594 170.0 06 170.0 1913 170.0 861 170.0 2231 170.0 861 160.2 2403 170.0 661 (a M W 60 in 170.0 985 1700 701 170.0 1063 170.0 797 1710 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 1710 1771 170.0 1033 170.0 2125 170.0 1063 148,3 2163 170.0 1063 129.8 2163 170-0 1063 F U tp U 63 in 17D.0 930 770.0 AS 170.0 1116 170.0 950' 1700 7302 170.0 3!0 170.0 1480 170,0 1015 170.0 1673 170.0 1076 170.0 7859 170.0 1122 158.9 2060 170.0 1169 134.5 2060 170.0 1171 117-7 2060 170.0 1171 ¢ U-1 Z $ 66117 170.0 976 170.0 789 110.0 1169 170.0 903 170.0 1361 170.0 1002 170,0 1550 170,0 7096 170.0 1753 170.0 1155 170.0 1948 170,0 1210 1439 1966 170,0 1275 1226 1956 170.0 1286 1072 1966 170.0 1296 2 Z [1)SL m Z J � -j 72117 170.0 1063 170.0 a 170,0 1275 770.0 1009 170.0 1468 170.0 1126 170.0 7100 170-0 1228 154.7 1736 110.0 7375 138.7 1734 1818 1386 115.6 1734 155.9 1367 99.7 1134 150.4 1352 86.7 1734 1502 1352 W z J 0 76117 170.0 1122 170.0 33T 170.0 1346 170.0 1060 168,5 1556 170.0 1209 147A 1556 1652 1285 131.1 1556 151,5 1266 1179 1556 141.3 7251 96.3 7556 128.9 1229 862 1556 1723 1219 73.7 7656 121.2 1216 J -ri aqz 78 in 170.0 1151 110.0 961 170-0 1381 170.0 1116 155.9 1477 1693 1245 136A 1477 162.0 1224 7212 1471 739.1 12Dfi 109.1 1477 729.5 1191 90.9 1677 116.9 7169 R9 1477 170.9 7158 6a2 1477 1093 1154 7 Q r- 7C11 Z-6 901h 1420 1110 1463 996 119A 1110 123.9 See 1015 Ilia 1079 951 88.8 1110 06.3 93B 78.9 1110 87.5 922. 11.0 1110 80:1 910 592 1110 71.3 891 50.7 1110 65.6. 870 449 1119 617 B70 Z Z 96 in 177.0 Ste 120.3 872 87.5 976 1015 056 83.6 975 88.3 842 732 075 78.5 819 66.0 975 712 317 515 975 65A 607 48.6 975 579 789 41-H 975 523 776 36.6 975 43.3 767 x bZ +� 108 in 822 771 84.D 69fi 611,5 771 70.7 695 SE.T 171 61.3 674 SLA 771 54.3 564 45.7 771 49.0 655 41.1 771 dig 617 343 771 389 632 29.4 777 36.0 621 25.7 771 329 fi12 a o OO 111 in 76.7 730 773 681 63.1 730 65.0 650 51.1 730 56.3 640 67.3 73C 49.9 631 421 730 45.0 622 37.9 730 41.1 614 315 730 6 6C0 27.0 730 31.9 SB9 23.7 170 29.5 687 w e+j W Y°Y 120 in 59.9 624 61-0 519 19.9 626 512 560 42.8 624 44.3 552 17.5 624 39.2 546 33.3 626 353 537 30,0 621 32.2 531 210 024 .1 519 2L4 624 24.fi 509 11.7 626 22.5 507 ® � x Cn u7 1441. 34.7 433 35.1 400 211.9 433 29.4 395 24.8 433 259 390 21.7 433 224 385 793 a3] 210 387 17,7 473 182 315 = U N Q Z O (n �'O>O TABLE 11 - ANCHOR CAPACITY ADJUSTMENT FORMULA: m AnchorCepacity Table(lbs) U sur,aate: 2.7k Concrete 3.51,cane. Hotow CMU Men CMU FTWOOd metal (DP)X -UPRg;.- "f""°�=ANCHOR CAP.,,, ° 6'16'ElcO 1/4'SS0005fIVElea 1C•SS9c0 4105716 4h251ed if72Steei MULLIONCAP,r",,,,,, PRODUCT REVISED Anchor Clip Pattema �"'c1iaf Type' ale Elco 171rcon 1I4'Eco ultracOn 3116•Elco uI-- 174'Elco uarzcOn ( ) ( USE THIS FORMULA TO OBTAIN THE"ANCHOR P Y 9 with the Florida Uaracon ear 1.11=00 A7gmiaR Se"CC S-(Gb) Strep G5) as eom l in Edge tlstame 017 1• 2-0/r V 2-172• 3-110^ 1" 2-t/2• T 2-VZ' 2. 918" Z 0.48" 1.54' 0.324- CAPACITY REQUIRED"CORRESPONDING TOAN Building ode 1 A' 2• I-lw 1-114' 1-1/4' 114' 1-114• 1414• r 1.3v 1176" vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 An07nn A 175'}pin O.C./Stard6N a 05W CAP(Fla.1Y 3W W Soo me 4550 lag ODO Its 16Y7 ICs 2701Ds 26D IM 354lbs 740 I61 374103- EdtN(y'7VVHEN'iT i$-LOW A Archon p 1.15"min 0.0.7 standad(a olx_egcnp eflg zY ASO IM 700 ge N/A WA WA NIA 380 be WA WA WA WA WA 68zles 613s Ias 1120 No CAPACITY(FROM THE TABLE)OF THE SELECTED aArchors�3"min O.Cf(Z7 Dt5An31eCBps1(big.3F 7608, 7&1 im C-�Ibs 7561 Its 1804 las 540115 563113- NTA 7601Ds 7410ss B801M 1892116 E821D5 a85Im 1720183- MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4Arcindn®0.51"Min.O.C./WCOp,h17o.100'PAan(FIt}dY WA WA NIA WA 1150 NIA WA N7A WA NIA WA WA - Nta WA 126711, CAPACITY WHICH MAY BE USED TO QUALIFY Miam-DProduct Control 1Amr0r1FClp(Rg SY 1951D9 105 ms 225Ills 445 It. 822106 136116 140 IDS 1711D9 3701Ds 167 ms 3221m 47395 WCGlS 221119 210713- ADDITIONAL ANCHOR OPTIONS FROM THE 2Ant"j%l.l5'mJri O.CJFCp(Fl9.5Y 240114 350109 NIA WA N/A NIA 793113 N/A NO NfA WA WA 341 IDs 442 RS 5601 ANCHOR CAPACITY-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 LY FIGURE 3: �� J1�,.•• •••--. h/ ,,,� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3,94" UxCENSF'.��`� 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. '. No,58705 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 SHALLO✓'�.7 7CC FIGURE4: FIGURES: FIGURE6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE - tL1` 6063-T5 AND BEA MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624" T••. ® ® .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL -i ��CC51'••:r,<ORIOP.••'G\?� O ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL /p�A�ENt�� #10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S.S. 728 X 3.94-X.624' A.tWN MI�11 P,E. O MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table Ibstf?) Opening Width(for vertical-sPanni rig orOpening Height for hodzonta0-s anNr4 mullors) - 50 - - - - - •X in 60 In 70 in s0 in 00 in 1001n 120 In 14 In 1601n w Re=nliular Trap/7Hang. ReclaI Trop/hiang. Reef g.W map/Tdang. Rectergdt 7rapRlleng. Rectangular 7raplTdan9• Reetan9uier Trap7Tdang. Rectangular TrepRdang Rectangular Trapffdang Re0an9ular TreplTdan9. k O 2 S 4%25 Loafing Loading LoaLoading Loading Leading Loafing Loafing Loading Loading Lozdin9 Loading tuatltr�9 Loading Loading Loading LeaGing Load0t9 ` w Alum.Tube a z z z t z z 2' L• a' _l D T e z E z z �• oi` J Munson a � a �� s� a �g " m S� m W °� bG o a A s m B. d 7 rg 3$ 13 5 9 8 8 9 v S 9 3 LSA c3 9 v �a 9 3 47� is 3a 3 d 5 d 3 8 3 8 ° LL S_ qe 5 �- e� a s r €� s s� `e s ti p k•- 6" `� tm s� 3 s� b t 6� $1 E� it g 6. o� N �. y� 9 ' 9 �, � t..) C KQ$a e g� d`"e s� a� c a s� ds� �¢ a� �¢ 3 e z <rc 2e �z s z� z s� s e a e w lA `w� W> ZW42 to 170.0 620 170.0 435 170.0 170.0 478 170.0 868 170.0 50fi 170.0 992 170.0 519 170.0 1716 170.0 521 170.0 1240 170.0 521 170,0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 770.0 521 481n 170.0 708 170.0 524 170.0 170,0 581 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 7275 170,0 677 170.0 1417 170.0 680 '170.0 1700 170.0 680 170.0 7983 170.0 ,680 170.0 2267 170.0 680 jA J 6050.8251n 170,0 747 170.0 663 170.06 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170-0 756 170A 2092 170.0 756 170.0 2391 170.0 756 Lr 641n 170-0 T97 170.0 612 170.06 170.0 Sgt 170.0 1116 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1973 170.0 861 170.0 2231 170.0 861 170-0 2550 770.0 '861 � U1 O <- 60in 170.0 885 170.0 701 170.03 170.0 797 170.0 1240 170,0 87a 170.0 1417 170,0 941 170.0 1594 170.0 S96 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170,0 1083 160,8 2680 170.0 1083 mM63 in 176.0 930 170.0 745 170.06 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 1700 2231 170.0 7169 166.7 2553 170.0 1171 145.9 2553 17MB 1171Z 66in 170.0 874 170.D 789 170,09 170.0 9D3 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.D 1948 170.0 1210 170.0 2330 170:0 1275 151.9 2437 170,0 1286 132,9 2437 170.0 1266Zd m' _cT21n 170.0 1060 170.0 878 170.05 770.0 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 1468 124.8 2184 170,0 1529 109,2 2184 170,0 153D zZ761n 170.0 1722 170.0 937 170.06 170.0 1080 170.0 1570 770.0 1209 170.0 1794 170.0' 1322 165.1 1960 170.0 7421 148.6 1960 170.0 1505 721.8 1560 161.6 1348 106.1 1960 154,0 1535 92.9 1960 152.7 1531 a WOL tZ 5 76 in 170.0 1151 170.0 957 170.01 170.0 1116 170.0 1611 170.0 1250 170,0 1642 170.0 1369' 1527 1861 170.0 1474 1]7.4 1861 1631 1500 114.5 7661 147.3$1223 1861 139.6 1459 85.9 1881 137,8 1454 9D In 170.0 1328 170.0 1144 149.1 8 156.0 1219 127.8 1398 136.0 ties 111.8 1398 121,0 1179 99.4 1398 110.2 1162 B9.5 1398 101.6 1147 745 1398 89,8 1393 827 1105 559 1398 78.9 10962 Z96 in 147.4 1229 151.5 1098 122.9 9 127.8 1079 105.3 7229 111.2 1061 82.1 1228 98.9 1044 81.9 1229 89.6 1029 73.7 1229 824 1016 61.4 1220 72.2 1229 68.9 977 46.1 1229 62.1 957 16 ¢108035 971 105.8 877 85.3 1 89.0 862 74.0 971 77.2 849 64,7 971 68.4 837 67.5 971 61.8 925 51.8 971 56.5 815 431 971 49.0 871 44.0 782 324 871 40d 771 O Q111n .5.b 919 97.3 832 79.5 919 $1.9 819 68.1 919 70.8 806 59, 91B 628 794 50.0 919 55.7 784 47.7 919 51,8 774 39.7 919 44.8 919 40,2 742 29.8 919 37.1 732x 786 76.8 716 628 786 64.5 705 53.9 786 05.8 699 47.2 786 49-4 6e6 41.9 786 44,4 677 37.7 786 40.5 668 315 786 349 786 31.0 641 23.6 786 28.4 631 ED U) 31.9 491 '27.3 546 28.2 485 24.3 546 25.3 479 21.854H719 474182 548 10,5 546 172 455 13.7 546 155 448 C.) N Q O O n9 Zm0a0 TABLE12B ANCHOR CAPACITY ADJUSTMENT 2_ Anchor Capacity Tab].Obs) ANCHOR CAP: _ O -g ,!� `xof mK $Ubstrate: 27NC.MW ask Cdlc. Hollow CMU Firm CMU Frwao] Mya (OP®)X ANCHOR CAP-" O§ @�; 3'16 Elco V4"SS E11 516 FJco 1/r SS Elto 410 Sled #12Stee1 #12 Steel MULLION CAP.•,a,.,,,,. '= Is O Anchor Clip Patteme AncnOr type: °Jt6 Elco Urtracon yr Elcoutuacon ultracon 'Jt6 FJeo Unman v4°Elco Ultracon A9ga3etor UNOcen AWr60ator Scn:w(G5)Scm,(G5) Screw rA USE THIS FORMULA TO OBTAIN THE",ANCHOR PRODUCT REVISED Edge ostarca pnX 1" 2•v7 t" 2u7 3-118' r 2N2° 1" 2-v2' 7 34/6' 2 0-48" 0.5r 0.324° CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Embemmt arij 1314° 13'4° 1314" 1$'r 2' 1-14" 1-vr 1-114- 1-v4" 1-114- 1-11r 7 1-3'a- 138' vales ACTUAL PRESSURE REQUIREMENT FOR THE Building Codo gn ss 1644 lbs2708Js 200 ft 354 b, 7401W 274lbs 694 Ile 14161bs 341 Im 442lbs 560- OPENING,WHEN IT IS LOWER THAN THE MULLION NOA�io. 17.0630.01 4 Arcbas @ 268^Min,O.C./9lMdafO(m G78ary Clip$•j0 T401ba 740165 630105 W851b4 7424 169 N/A Sm lbs MIA 695105 N/A BBD N9 WA 652 lbs BBS ibs 11 0s eMA-THETABL-E}GF-THE-SELE hatTolrDate-O 6Anctars@1.77"Pohl O,C/StanosM(y ereepClip(Flg 4k Be51bs 1091 75fi lbs 1946166 N/A W!A 705 DS NIA 7991re NIA WA WA ID221Ds 1327 lbs 1550 IS MULLION.IT WILL YIELDAMINIMUPA ANCHOR 4Ar'4110R@ 3-Min.D.C.I(2)NS Angle Clip 1099 5]1 76D IDs T10 Is SM Jos 1560M 18%IDS o40I05 560 8s NIA 760lbs 7481bs SM The I 1892 on R72lbs 885 -'1121 lbs CAPACITY WHICH'MAY BE USED TO QUALIFY By 6Archols@ Y Mtn.O.C.1O WLAngle Clips 10906k 1170 roc 1170064 1020lbs 2340 IM 2641 lbs 810Ds a40ltJs NIA 1140IrS 1122lbs 13'20W 25381cs 10221bs 13271bs 1600 IDs ADDITIONAL ANCHOR OPTIONS FROM THE Miami- afi Product Control 3AM m@1.37"MIn.O.C./UClip,Into./26A1um�197y NIA WA NIA WA NIA NIA WA NIA WA N/A WA WA 7LA WA 1073 ANCHOR CAPACITY TABLE. 6Arch0mQo.64^MIn.0.C.1U4011p,lnt0.125-Alum.(99,0 NIA I NIA NIA WA NIA N/A WA NIA NIA M. WA NIA IJ/A WA Zf ibs 2Anchom@26r 1Arc 4']I O.CJF0909 370 lbs 370 ts, 315 los 743120 71206 WA 280 IM NIA 3481W I NIA 440105 WA 341{D9 d421Ds 5601b5 3ArcrOM@1.71"Min.O.CJ F.Olp(Rg.10} 443 IDS575 Me 979lbs B731ta NlA NIA 3""'s NIA 388106 I NIA WA WA 511109 664110 640 Ile IP. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CL CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2 FIGURE 3: FIGURE4: • • • • • • o TABLE NOTES: 2000' / 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. \���)`Oh1..LYJGENNN�Ji, FIGURE 5: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • e e o • • e e - .250" 4'000" _ No.58705 ` 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 27.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE o • LOCATIONS. U�/� � FIGURE 9: FIGURE 10: S: O UT,TE 0 � .� FIGURE 7: FIGURE � ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO-ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT T••• �. • o CMU SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �i�31''• ORID?,• \?� (FIGURESS. (CMU) • MUST BE USED GAUALUGE). STEEL TO BE LEAST,'M SHALL BE 6063-T5 AND BEA 1250°THICK AND A36.ALL ANCHORS INTO METEEL STUDS TO BEA AL SHAMUM LL EXTEND AT LEAST 3 SCREW E 33AND.046'THICK(18 2"X4"X 25•MULLION �7,��ONAL.. IN PAIRS. A.LAN P MIL5870 P.E. THREADS BEYOND THE MATERIAL.010 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-3 S.S.OR 410 S.S. Fl P.E.#58705 TABLE 13A Muffic Capacity Table Peel Opening Width(tor verlfra*spannirg mutons)or Opening Haight(tor horizonla0Ksparrdng muliom) 501n 60 in 701n 80 in 90 In 100 in 1201n 1140 to - R.etangiipr T7aX&wg. R taRpaier TreplTnan4. Reefengutar 7rapt'ttteng. ReckmguUr Traptrdarsg. Rectar+Pd- T'WlEsn9- Redaro*' Papmfang, Reeimig0er Stap(Trieno. Rict..0nr Tmp?rfanp. Redartgular 11:p(rdanii 2X6x.26 LSadng Lo.dng Loadng Loedmg tnadnp taadng LvadnO LDadnO Load/ Leedlna Loaomg Lending i0adtrg Lnadng Learing Loading Leering LeadOg "S m Ahim.TubP Ti- .5- le ,� .a- r_ a a a r �• _ a_ x a r > a .z• a a .a o w Mullion a.2 $ " i8. `8 a $ o. n..., • ., a U v uv Sa v s`3a v vcR v� � �s aa 4ava t'S v" v vve � � ria Ni U m 5 dX �`� d` d`a �� a4rY s� IS �s a l If a H aR� �;e �rc ? �s �1 .2 �o -a �� �d"� �� $a 0 Z �ra W 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 632 170,0 518 170.0 1118 170,0 $21 170.0 1240 170.0 521 170.0 1488 1 00.tl 521 170.9 1735 170.0 521 170.0 1083 170,D 621 ^` L W 48 In 170.0 708 170.0 524 170.0 850 170.0 584 770,0 892 170.0 630 770,0 1133 170.0 661 1100 1275 178.0 877 170.6 1417 170.9 680 170.0 1700 170.0 880 170,6 1983 170.0 880 170.0 2287 170.0 �P � J 50.825 in 170,0 747 170.4 663 170.0 898 170.6 635 170-0 1046 170.0 694 1770.0 1105 170,0 723 170.0 1345 t70.0 747 170.0 1494 IM11 756 170.6 17M 170.0 756 170.0'2982 170.0 758 170.0 2391 170.6 758 p•' 54 In 170.0 797 170.0 612 17D.0 955 170.0 691 170,0 1116 170.0 754 170,0 1275 170,0 803 170.0 1434 170.0 837 170.0 1594 170.0 ase 110.0 1913 170.0 B61 170,0 2231 170,0 861 17D.0 2350 170.0 881 - d W OE2 m ° 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 1711) 1240 170.0 878 1XIII 1417 1700 944 170.0 1596 170.0 908 170.0 1771 170.0 {033 170.0 2t25 170.0 1063 170.0 2479 170.0 1063 170.0 2833 176.0 1083 63 In 170.0 930 170.0 745 1709 1116 176.0 850 {709 1302 170.0 840 170.0 1486 170.0' 1015 170.0 1673 17D.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1189 170,0 2603 170.0 1171 170.0 2875 1709 1171 to ^,, r 65 In 1709 97.4 170.0 789 110.0 1169 170.0 903 170.0 1364 170.0 1002 170,0 1558 170.0 1088 176,0 1753 170.0 1155 170.0 1848 170.0 Viol 170.0 2338 170.0 1275 170.0 2727 170,0 1259 170.0 MIT 170.0 12M Z z 72 in 170.0 1963, 170.0 878 1769 1275 174.0 SD09 770.0 1488 174.0 1726 176.0 1760 1771.0 1728 170.0 1953 1709 2315 170.0 2425 570.0 4387 170.0 2550 170.0 id68 170.0 29T5 170,6 1529 170.0Use 1170.0 1530 v7 j (}G ,g go J 76 in 1700 1122 170,0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1204 170.0 1794 170,0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.6 2592 170.0 1629 IMP,3140 17D.D 1694 170,0 35M 170.0 1705 +�j+ LU&T 3 N Q '� <- r•- 78 in 170,0 1151 {70.0 967 170.0 1381 170.0 1116 170.0 1811 170.0 7250 170,0 1842 170.0 1369 170.0 2072 170.0 td7d 170.0 2392 170,0 i56d 770.0 2763 170.0 170k 179,6 3223 170,0 1777 170,0 3883 170.6 1788 q�1 J HP in 1700 1328 770.6 1744 176.6 5594 170.0 1328 170.0 1859 476.0 1488 170.0 2125 170,0 7653 170.0 2381 170.4 R93 4709 2655 ilO,D 1948 770.0 3188 170.0 2126 156,0 3413 770,0 2273 738.5 3413 170.0 2361 i Z 99N 170,0 1417 470.0 1232 1170,0 1700 170.0 1434 170.0 1883 170.0 1622 170.0 2267 170.tl 179; 1709 2$50 170.0 1952 170.0 2833 170.0 2095 160.0 3199 17D.0 2338 137,1 3199 1609 2470 120.0 3788 {66.1 2428 0 F4- tdZ CO c0. a to in -1 o mo 198 in 179.0 1504 1700 idOB 1709 7913 470.0 Y647 170.0 2231 179.0 1870 170.0 2550 170.0 2078 164,8 2781 570.0 2271 IAS.3 2781 181.9 2333 123.6 2781 140.4 2281 109,8 2787 12$,8 2234 92.7 2781 4169 2{90 0 in vS o 0 III in 179,0 1838 170.0 1454 170.9 1986 tT0-0 1700 170.0 2293 170.0 7832 170.0 282/ 17D.0 2148 151.6 2532 182.3 2245 136.6 2632 1484 2210 ilu R2- 21@B 97.8 2632 175.4 2126 85,4 2632 106.3 20.98 w tY x Y X 1201n 170.0 1771 170.0 1506 170.0 2125 170.0 1859 154.6 2252 159.0 1901 135,1 2252 14{,4 1964 120.1 2252 1272 1011 108.1 2252 {18.1 1915 80.1 1872 77.2 2252 88,9 1830 87.8 2252 81,4 4000 ` G) idd In 125.1 f56d 126.8 1445 1043 1864 SD&i 1d25 89.4 1589 913 idBT 78,2 1564 80,7 1380 69.5 1664 723 1373 62.6 4564 65.7 1358 525 1330 44,7 1584 49,2 1365 39.1 1564 44.4 {283 Q N Q Q 0 TABLE'136 ANCHOR CAPACITY ADJUSTMENT FORMULA: a a' Z j Anchor Ca aei Table bs 0 -5 ?� ANCHORCAP.,,O,,,,,` 0 ' Substrate: 2.7N(oxreLO 3.5k Gond. Hoilmv CMU Fired CMU PT Wood MeW (DP)X( 1=ANCHOR CAP. 5✓1s•Elaa urssetao 5/ia•Etaa tfa•ssEPoa atosiaet 6126teei 612 61 MULL{ONCAP.,me,sx PRODUCT REVISED t'. nchor rypa 3116"El..Ultrucvn 1/4•Elao Ultrabon 3/16'EIao Ultreaan 1/4'Elca,Ultmcon Anchor Clip Patterns Ultracen AgtlreOEk L11ma0n AmeGater 30rew(G5)Screw(G5) scrota(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eompt9ing with the Florida 0 o8staxe Safi1^ 2-ttZ y+ 2-112• 3-us• t• 2•tr2` 1• 2-12' 2• 3-118' 2 0,48'- C'Se' 0.324+ CAPACITY REQUIRED"CORRESPONDING TO AN Building Cade DnLpOL 1-344° 1.3/d' 1JlA+ 7 1.114' 1-714' 1.114" t-1/q' 7-0/4" 1.1ld• Y i3le" 1.013• wares ACTUAL PRESSURE REQUIREMENT FOR THE NOq-No. 17-0630.01 2Anahcs�a.7SMin.O.C:tSlendd Ciip gip.1327 3908x 300 Ips d50lUs 830 lbs 7844164 274 Ols 286 i6s 354 Urs 7 -lbs :Cid -56© ARE7+I7NQ;Sh`HE{al.(T_iS.inW ER 7kE4N TH�4Ji t4Ancnors(@4.66-MIrt O.C.l Standzrdet)CIIP(FID.3); 7800n Teo lbs §Ogles 1780Ibe 3232Ibs 540163 5891hs 708Ib0 7480Ibs 748163 1272163 18921ns 602ros a@$Im 112916% CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Amhvr0 p 1.N"Min.OC.l standeeet)CHe ft.4), 118Dibs 1400 lbs 1010103 2595 Rt WA WASO 1b. NIA 10850s WA WA NIA 136316. 177916. 2240153 MULLION.iT WILL YIELD A MINIMUM ANCBy4 Anenors @ 3"N m O.C.;(2)2xClips/(Fig.5p 780 ba 7e01" 680 lba 1560 Ins 1896 ma 540 ros 560lbs WA 760 Ns 748 Ibe 880lbs 18921bs 682163 885163 11231bs CAPACITY WHICH MAYBE USED TO QUALIFY dPdB Anchor.B 3-Min-O.C,/(2)2xdips I(Me,4 15601bs 1560lb. QWlee 31201bs 37921be 1WObe 1t20lbs WA 15"lbe 1496IDs 1760 ms 3784 no 13631b. 17701bs 224016. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors 01,5'Min.O.C.f(2)2xC9pa/¢1g.7Y, 16601bs 210014. 144016. 37801bs WA WA 1320163 WA 1500lbs N/A NM WA 20451bs 2659163 3368163 ANCHOR CAPACITY TABLE.4 Anchors G 134'Min.O.C.!LLGtp,IANm.{Fig.B}: WA WA NIA NA NIA WA WA WA WA WA WA WA N/A N1A 1430 Ibe8 Anchors®O.B4'MIn.O.C./iFdip,IAlem.(Ftp.9}; WA WA WA WA N!A WA WA WA WR NtA NtA NIA WA NIA 2861 @s 2 Anahore{cQ 4,66°Min.O.CJ F-Clip(Fla.10} 3B0Ibe 390160 450[be 8901bs 1616 lbs 270 lbs 280lb,i 95416. 740 b. 374 lbs 696Ibs 046168 '341 Iha 4421hs .5fi01bs 4Anaho•a(d 1,71`W4 O,CJ F•r3p ftl 51}: 550lbs 794Ibs 5958rs 1298!09 NfA WA 470 tbs WA 533163 WA WA NAA 682106 885 its 1120763 �• NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES. FIGURE 1: FIGURE 2: • FIGURE 3: • FIGURE 4: • FIGURE 8: F7Gl1RE9:FIGURE 10: FIGURE 11: r-.-1 0 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. `1 t J y� r • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AND/OR OPENING WIDTHS 13 ALLOWABLE. ,��w�p Y LYNN,f rr • • 0 6.000^ fir' t.10ENgF••.l(�.� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 4',� '•, • • • • • • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ONO.5$705 FIGURE 5: FIGURES: FIGURE 7: SHEETS 27-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE Y"0 • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHAll BE PRESSURE7REATED O ' S• r E 'D • • • • 5-7) •YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF,125" MUST eE THICK STEEL STUDS TO 8EA M7NiMUFv3 GRA➢E 33 AND.045'THICK 18 GAUL .STRUCTURAL STEEL TO• p • • e • USED IN ( E) •""' PAIRSBEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW r is70 E'\w THREADS BEYOND THE MATERIAL-#10 ANCHORS INTO WOOD MAYBE STEEL,16-5 S,S.OR 410 S.S. 2"X 6•X.25' A.t4 1�'(,1 hEFZ,P.E. MULLION FL P.E,#56705 L L TABLE14A '- ----- - - -- - - Mull)on Capacity Table ibsff ° y 8 Opening Width(for verfica*sponrIng munlons)or Opening Haight(forhhd *sparring mufflons) $H In 601. 701n 90 in 901n i00 in 120 in 140111 560 In O RF:fanp6tar TrapTrfary, ReatanOcaar Trap7nang. Rae;anguGa TtadRtano, Rectangular TrapRdan9 RUWrgutar TraµRdang, -§-M6ervUuter 727YTrtalg. RectarVutar haprTrtang Reetanputar Tra{J7tlang. Recfanplar I TrsµToerq, 1.26"x2.11" Landing L4adirg Loading Luad'ing Uading Loading Load(ng Landing Leading Load g Loading Lwdin9 Loading L..&M Loading Loadhg t-oadhg toadin9 x.126"Alum2• r71 -11. a• arTub 42 in Yd4.2 526 167.0 428 720.2 52H 1439 419 1030 528 13¢9 474 90.7 626 134.6 471 80.1 52S 134.1 411 721 626 1341 411 60.1 528 134.1 b11 $1.5 $28 134.1 411 46.7 ST 734.1 415 W Q = j 481n 86.6 403 108.0 333 80.5 403 94.7 324 69.0 403 86.4 320 6¢4 403 81.4 317 63.7 403 79.1 315 483 403 78.6 314 4¢3 403 78.6 314 34.5 403 7a.6 314 30,2 403 796 314 K -1 1 57.6251n 82.3 382 91-0 301 68.6 'ae2 79.3 294 598 3192 71.9 289 51.5 362, 67,2 296 45.7 362 64.6 2a4 41.2 362 638 2a3 943 362 63.5 283 29.4 362 63.5 283 25.7 361 83.5 283 F 54 in 67.8 318 74.1 267 595 318 64.2 287 49.5 310 57.7 2$8 AZ4 3'18 63.5 253 37.7 318 60.8 250 339 318 49.5 249 293 318 49.1 248 24.2 376 49.1 248 21.2 318 49,1 248 0 Ill p a h Wto 495 258 &4,1 218 47.2 258 45.7 214 35.3 268 40.7 210 30.9 258 37,2 201 27.5 268 34.9 204 247 258 33A 203 2¢6 288 32.2 201 t7.7 258 3Z2 201 155 268 322 201 a � (fl � W 1n 4Z7 234 45.6 20D 36.a 234 39.1 195 30.5 234 34.7 592 26.7 234 31.6 189 23.7 234 29.4 786 21.4 234 280 164 17.8 234 26,6 "103 0.3 234 26.5 183 13.4 234 26,5 183 ¢ F- 63 ("y } 0. Z #J 66 in, 37.2 213 39.4 783 31.0 213 t7i 28.5 213 29.8 178 232 213 27.0 173 2¢8 213 25.i 170 18a 213 23.7 169 1E5 213 22,2 18T 73.3 213 220 166 tt.6 213 220 768 Z 0.d S: Q 72 in 28,8 179 30.5 155 23.9 iT9 20.4 779 225 749 17.9 1T8 20.3 147 15.9 779 18.7 145 7� tU I ao 78 in 24.3 181 25-4 740 20.3 167 17.4 781 79.0 735 75.2 161 17.0 133a a781 225 15223.5 133 598 1SZ 16,1 t62 77.b 728 = ,� r O TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: H ,� Z Anchor Capacity Table b6 ANCHOR CAP,,,,w,,,, c0 i- ?C oa StIDspatC 2.71 Cmcrate 3.5K Can:. HCIIOw CMU Filed CMU PT WOO Maa (DP_)X� )=ANCHORCAP,ua ¢• tD �� E�m0 Archy WIS.Eta 7J4°SS Eho Sfi6'EtcO T/d'SS Ekp #tO Std 012 Steel q/2 Stee1 MVLCtON Type: 2r16'Elco lntraccn 1/4°Eim Latmtot 3/16"Ekounmmn 114,EIto Ullman <A Anebor Clip Patterns tnIra: Aggn:a8tw Uitmcm AggteGator strew(G5)strew(SI scmw gas) USE THIS FORMULA TO OBTAIN THE`ANCHOR t t LLl N Y Y Edge Oistanaa(lnk t' 2-tlr r 2t1r 3-7ts" r 2-Iry t° 212^ r 3-v6^ 2 ¢a6^ 0.54' 0.32e CAPACITY REQUIRED'CORRESPONDING TO AN It W EmaP.tlment(1}: 5314• 7.314' ::l:-b" 1314" 2' t-1/4` 7-1/4• 1.714"- t-1/4° t-114" 7•va• 2 1-319' 73^8' lanes ACTUAL PRESSURE REQUIREM ENT FOR THE (�j cv Q {{{( 4ArcmrsQ3•nen.ac-t( aSA,tateaWsl .5 TaDlrs 7gai� �nicc YSsrros 1696m: s4aue s6Pms ruA n�1ts 74aaxi s9aiu 1 tm 662ts sas>Ds lasaas OPENING,WHEN IT ISLOWERTHANTHEMULUON c2 < O fl tt CAPACITY(FROM THE TABLE)OF THE SELECTED 0- 2 m60) U) I MULLION.1T WILL YIELD A MINIMUM ANCHOR a a CAPACITY WHICH MAY BE USED TO QUALIFY U ADDITIONAL ANCHOR OPTIONS FROM THE ) ANCHOR CAPACITY TABLE, PRODUCT REVISED i as eomplying with 4ha Florida ) Building Code NOA-No4 17.0630.01 r E-Photim,not,0-5129121321 TABLE NOTES Mlam Da P_ ontro7- t 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 266" SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -7-1 F 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. 2 118• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST 8E USED IN PAIRS- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '126• 111 f i t 1 1 1 r CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED a�(yY LYN/v� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BER MINIMUM OF.725• 1 '''.• LLCENSF,:'•fCf THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28`X 2.i 1"X.125 MULLION " •:fi•�`�, i LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) �.,r No,58705 THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. •; . MAI • i LCs�'^�OR1DP,.•����` A.NU MIULA'P.E. FL P.E-#58705 i TABLE 15A - -- --- '- -" -` - - - Mullion Capacity Table(IbsRt= Opening Width(for aaficatg spsr9iing mUkm)or Opening Haight(far tnrimnta*sp@rrdtg mUncns) - sn In 60 in 7o In 9 In sa In 100 In t2D In 140 in 1601. a Ractmt88im frap719ang. Rec`.nngu!Or 7nrplDiang, ReetangWar -SiapRd ngutar TraprRlmsg Re4tsn8utar Tkant7tlang. ReNampanr hap+ltang. Recbrigaiar lteptTAang- i?ectangu/ar hap+7dmog Rectan9<dar f ag Recta 7iaptiMang, �'.µ°'.. 0: 326"30 Loadfn9 lo.dna Loading Loaning Laeding loading L.at6n0 Lmdlm Laodlne L.adin9 Loading Leading Lnadrg Loeding Lowing LaadnO Loa lln9 tandn9 oY µOr DEG.AL ,;u• •N BAY MULL A� A o s., # ,. xs .. R A^ > # # a a€ p CV �8 d g dFa d`8 X20 a as om a s E f@, z 2'>K, s� $ `d s'$ a`� s 'd �. d`x o �� Lu 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 1704 992 17%0 $19 1704 1116 170.0 521 170,0 1210 170.0 $21 170.0 1488 1704 621 170.0 1735 170.8 521 149.1 1749 170.0 621 w .�S 40 in 170.0 700 17ee $24 MA 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.6 677 170,0 1417 170,0 680 1522 1522 170.0 680 130.5 1522 170.0 680 114.2 1572 170.0 680 � 5 (fj 50.6251n 570.0 747 170.0 563 170.0 886 170.0 631 170.0 1048 170.0 884 170,0 1195 170.0 723 170.0 1345 1780 7¢7 16;.2 1443 170.0 758 1365 iM3 170.0 758 -117.3 1443 l7D.0 756 1026 1443 178.0 786 ~ n m _ ILL oa r 5-01n 170.0 797 170,0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1278 170.0 Bm 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1$53 170.0 a61 103.1 1353 170.0 861 90.2 1353 170.0 88f m C0 7n 601. 170.0 685 170.0 701 170,D 1063 170.0 797 117A 1218 170.D $78 146.1 1218 170.0 944 129.9 1216 159.8 936 116.9 1218 162,1 924 07.4 1218 146.1 913 03.0 1218 148.1 '913 73.1 1218 148.1 913 63 in 170.9 930 170.0 745 170.0 1119 1704 850 1502 1150 168.8 933 131.4 1150 153,0 914 116.8 1150 741.9 898 105,1 1150 1342 Is$ 67A 1150 126.7 87! 75.1 tl50 1262 870 65.7 1150 128.2 870 W z 66 in 170,0 974 1704 708 152.4 1048 165.8 801 130.6 1048 146.e 884 114.3 1048 133.1 050 101.6 1048 124.4 839 81.4 1048 116,6 830 762 IM 109.d 821 65.3 1048 1082 818 57.1 1018 108.2 818 z ,fn g� U C 721. 140.8 880 147.8 764 117A 880 120.0 748 100.6 860 110.8 734 88,0 Bag 100.0 772 78.2 sea 92.0 712 70.4 880 862 703 46.7 860 792 693 60.3 880. 78.6 588 44.0 8aQ 76.{ 880 j �e .s� -1 f- -j 0 0 rcZ 767rt 718.7 780 175.5 590 99.6 194 108.4 676 6$.6 79p 93.3 653 74.8 790 83.9 @52 56.5 790 7fl4 8d3 59.8 78p 7t.T 635 48,4 790 BS,i 024 42.@. 790 62.} 6!9 37A 7W 61.5 6fT oy Q 5 E 78 fn 110.6 750 115.8 857 9L3 750 98.1 eM 76.1 760 85.9 632 69.2 750 77.1 621 61.6 750 70.8 612 55.4 760 65.7 605 46.2 760 $9.4 S94 39.6 750 $62 588 34.6 750 65.6 S88 D 1- Q Z 90 in 721 563 74.4 500 60.1 569 624 491 51.6 563 54.8 483 45.1 563 489 475 I33.D495 44.d #68 36,1 563 40.9 462 30.6' 613 e$.2 452 26.6 583 33,3 445 22.5 861 31.8 442 F Q 4p 98 in A317 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 38.1 418 29,7 495 332 409 24.9 d96 29.1 404 21.2 49$ 28.6 394 16.0 495 254 390 a � WO1O108 in 353 34.8 391 35.9 340 29.8 391 31.1 342 26.1 391 27.6 337 W (.�335 32.0 370 33,0 3Si 27,5370 20.6 325 24.0 370 25.3 387 22.8 318 192 370 209 312 160 374 187 30S 1Y LLS 289 25.3 317 26.4 ZM 217 317 225 280 1917.0 Zr4 U O SM in 2 C _ K m Q 0 z co TABLE 153 1, a .. m0 sQ Anchor Ca acl Table Obs) ANCHOR CAPACITY ADJUSTMENT FORMULA: O 510st74tE 2.7(c Conarete 3or Corm. x.tww arta ANCHOR CAP.*:,_ _ CHO A FSed CM2! PTVsbod ( Anchor 5flVEko 1!4"ss Eko srl6•Eleo v4•ss Eko Ertl 6tee! 1/f25t6e1 #725tad (D�,)X`MULLIIN CAP.,,,„,,,. -ANGHOR CAF.a, PRODUCT REVISED type: 3116'Elco UlOaaon 114'Elco Uhrocrn 3/10"Ela.Ultracon 114•ED.Ulhmon as complying with the Florida Anchor Clip Patterns ut0asan AgwaGebr Uliraoon A1Nt'eGator screw(Gs}.1112 (GS) se-(GS} USE THIS FORMULA TO OBTAIN THE"ANCHOR gallon g Codo Edae Dlstenee 0n): 1• 2-111 T 2.1/r 3.116• 4' 2.12• 1" 2-Ifr r 3.118" r o.4@• os4" 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN NCA-No. 17.0630.01 r 1.3re• laid- ACTUAL PRESSURE REQUIREMENT FOR THE 2 An.h.rs @ 5'Mtn.O.C./(2)245 Mea CDP!(Re I), 590165 39016s 450 t0a 8901Ga 1700145 27016s Z&7 tOs 3Sd flas 740165 374 Lbs 720 Ice 048 6s 341 I0s M2Ihs 560 e. upeq NU`,W Fr,EN-11` 4 Archers tg 3.5"Min.O.C.I Q)2.5 Angie aps/(F4.21: T&1 ks 780Iba 790145 1670165 2525 Das 540 ibs 5BO Lbs N!A 1120165 748145 IWSM3 te921b 682160 BBS Iba 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchm@271'Mtn.O.C.I LZ 2x5 Angie Gips I We.3p iS20 ibs 1120 SOs 950)bs 2246164 2251 Ib NIA 846(b NTA 1059 ib5 NtA 13201- t4/A 1022 ibs 1327 ars 1680 lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR By Miam�D epraduet Control �. CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 7: ANCHOR CAPACITY TABLE. 16 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. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125" `lea • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .......... FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30' �F\�.'" LiCEHS6•' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250" �^ No.58705 FIGURE 3: CDNCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED xtr= s a • • YELLOW SOUTHERN PINE WITH AN SG OF 055.ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OF.126" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30°BAY ,.�Q . �� LEAST.125"THICK AND A36-ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ..�.d�•.. (,� DO .��• THE MATERIAL.410$912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S,OR 410 S.S. :�`,S1•-^+ ORIDP,.•' ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, f"1S7011.41_ A.rLYhS tNVLl,ER,P.E. FL P,E.#58705 TABLE16A � - Mullion Ca o' T'ablo bsff? _ _ _ Opening Width(for terficabspanr6rg mUriions)or Opening Height(for holi2ardaP,sparming mtdlions)- QgC o 5 - 501n 60 in 701n 60 In 90 In 1001n 1201n 1401n 1601n 1 0• Rectangular Tr�lTdmg- R-IwQuI r TrepRdarlg. Rectangdar TmpMang. Rectangular TrepRdang• R-elarcmer itaprrdang. Rectanoular Trepfrdang, ReetenguW Traprdeng. Rectangular Treplldang. Reclmgdar 4aprrdenC. 326"46 Loading Loafing Loading Lwdin9 Loading Lcadn9 Laadne Loafing Loading Loading Loading Loading Lnadng Lowing Loa6n9 Loading Laading Leadln9 moi," 0 DEG.AL x z x z n x p a x 'a z r r z z x x a z x x x x x z .�• r z x �' z g a m o a s A a s A BAY MULL oa � m� � �n a 3a �. ��, a� a as sg � a g.� � a� � li� � a� �. � a m Wo N� N 12a_ 8, 52 - A c a Ca cy z �N� 1ri sS d`¢ a� �� a d`z i z �e �� �� a' �rc a rc f� ¢B �� �� 4 C W 421n 170.0 620 170.0 435 170,0 744 170.0 478 170.0 888 170.0 506 170.0 992 170,0 519 170.0 1116 170.0 521 170.0 INN 170.0 521 17D.0 1486 1740 521113 .0 1735 1740 521 160.3 1871 170.0 521 y J J 48 in 170.0 708 170.0 524 170.0 %0 170.0 584 170.0 902 1704 670 170,0 1133 170.0 6S1 1740 1275 170.0 677 170.0 1417 170.0 880 163,7 1637 1704 6803 1637 470.0 880 122.8 1637 170.0 680 � [n IL 50.525 in 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1740 1494 1740 756 147.1 1552 170.0 7561 1552 170.0 756 110.4 1552 170.0 756 W O 541n 170.0 797 170.0 612. 170.D 956 170.0 691 170.0 1116 170,0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 1552 1455 170.0 858 129.3 1455 •170.0 681 .8 1455 170,0 861 97.0 1455 170.0 861 m 0 fn 4 W 60 In 170.17 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163,5 994 100.8 1308 157.1 882B 1309 157.1 882 76.8 1309 137.1 982 � F � (� 63 in 170.0 930 170.0 745 170.0 1116 170.0 650 1629 1247 170.0 940 1425 1247 164.5 983 128.7 1247 1520 905 114.0 1247 144.3 952 95.0 1247 1302 LCB 1247 135.7 935 71.3 1247 135.7 935 C7 2 LU za Z � ad m x 66 in 170.9 974 170.0 789 170.0 1189 170.0 903 148A 1190 183.7 985 129.9 1190 147.9 845 115.4 1190 136.5 926 103.9 1190 128.4 914 88.6 1190 1195 898 1180 118-1 693 84.9 1190 118.1 693 Z rn z eU m72 In 161.8 1010 169.17'877 134,7 1010 146.6 858 115.4 1010 127.2 &2 101,0 1040 114.7 828 BB.B 1010 105.8 817 90.8 1010 88.8 807 87.3 1010 90.8 79$ 1010. 87,8 790 50.5 1010 87.7 789 J 161n 137.4 908 143.8 782 114.5 908 1'e20 775 98.7 906 107.1 761 85.9 608 98.2 748 76.3 908 88.2 738 68.7 808 823 729 57.3 906 74,7 7187 9176 712 710 429 906 70.6 708 rn =� a�Z J J < •^- ,E 78 in 127.1 861 132,5 754 105.9 861 112.5 738 90.8 801 98.6 725 79.4 8111 88.5 713 70,8 861 87.0 703 63,6 881 75.4 894 53.0 661 68,1 681 861 64,5 875 ]9.7 861 63.7 672 Z zF Q 90 to 827 646 854 574 68.9 646 721 566 59.1 646 629 554 51,7 648 56.1 545 46.0 646 505 537 41.4 646 47,0 530 $6.5 646 41.5 519 646 382 511 25.9 646 36.5 507BB in 682 588 70.1 508 56.8 588 59.1 499 lB.7 588 51.4 491 426 568 45.8 483 77.8 568 41.4 476 34.1 568 38,1 470 29.d 560 77.4 459 588 30,5 452 21.3 568 28.7 447 d r j W 80 ptO81n 47.9 449 48.9 405 39.9 449 412 399 34.2 449 35.7 593 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 241 377 20.0 449 22.7 3681 469 204 361 154 449 18.9 356 "LU 01111n 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 328 373 27.6 425 29.1 367 2/.5 S25 282 352 221 425 240 358 1fl4 425 20.7 350 425 18.8 343 1201n 34,9 384 35.5 331 29.1' 364 me 326 24.9 364 25,8 321 21.6 364 228 317 19.4 364 20b 313 17.5 364 147 309 144 in 20.2 253 204 233 16.8 253 17.1 230 a g Z N m Q s:0 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: t0i An her CapOcIty CapacityTable Ibs ANCHOR CAP.,,,,,,,,, 9uGsnate:"11201b. 11201b� k Concrete 3.5h Cono. Hollow CMU Flllad CMU PT NJoOd Mehl (D�")X( )=ANCHOR CAP..,, 3178"l:Mu v4•SSEk4 Sn6'Eko vb•86EL. xtosteel 6t28tee1 Ct2Steei MULLION CAP.-,,,, PRODUCT REVISED Arkbor Type: n 1/4'Elco Ultr000n Ultracon 3/16'Eko ultracan Ila•Eko Ultracon gggreeatgr 011racon Ap9reGetor snmw(G5)screw(G5) euow(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR 20S. s complying with the Florida Anchor Clip Patterns Building Code Edge TXBM=e 0n): ° 1' 2-112° 3-118• 1' 2.112' 1• 2.112' 2° 3-178' 2' 9.48• 434• 0.324° CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.0.1 •a• •va• t-va• 1.110• r I-IV tale° wde4 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aac5- 5'Min O.C.1(2)2x5 A 9ie Clips I(Fig.1} be 45D W 8901bs 17001ba 270165 2801bs 3541bc 740lbs' 374 Ibs 720lbs 9461bs 341 Oss 442 Ib. 560!be ENITTStDW 'rHE-MUt:d 4 Ancnoe 3S•Mia O.C,J(2)2x5 Ande C11"I(Ftg,2' Ds 7901bs 1670 Ws 2525 lb. -40 lb. 5601b. NIA 11201bs 74616s 890 lbs 1692 ft 682 Ib. W Ib; 11201be CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors Q 271'Min O.GJ(2)2x5 Angle Clips I tF9.31: 1b5 958 IDs 22461bs 22541bs NIA 8401bs NIA 1059 lbs WA 13201bs WA 1022 11,. 13271Ds 1680 Ib. MULLION.IT WILL YIELD A MINIMUM ANCHOR 9y 1 CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da roduct Control ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: El 1)SEE SHEET 1 FOR INSTRUCTIONS INS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. { i FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 111 I7J 1 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •125" 45• `���apNY LYNkk' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i� ��•• uCEN,pF,•.�(�� 41 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250" Na.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ 3E • • • ® YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" _.D THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45°BAY � LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %O TATE FI'j • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S.OR 410 S.S. MULLION "(1•., ((7 ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, i7�7s�QN/�L,rN\�� A.LYNN IM114LE1�"P.E. FL P.E.#58705 h1.000"-I i-1.250"-i o�n - 9C d F^1.266'-� �3 1.000" 1.000' O E311"I 5' 2.750" 2.750" ,126" 3.125° .725" 3.188' ^oX.- v .125" a�31751' 25" .125" u1 a 2.116" N 2000" 2.000" x.265° I to t.3 .126" L ' 850" .500" i L .125 ZO h LU { T T T soon w v=i 1'X 2.X.125'MULLION 11 X2'X.375"MULLION 1'X2.75"X.375°MULLION 1'X 2.75"X.650'MULLION 1"X3.12SX.5"MULLION 1.25"X3.188"X 265'MULLION 128'X2.11°X.125"MULUON y d N 6063-T6 ALUM, 6063-T6 ALUM. 6083-T6ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM, 6063•T6ALUM. Q �o F XSECTION X-SECTION XSECTION XSE07ION XSECTION X-SECTION XSECTION O W 00 LU O Z TABLE A Z W _ I ? e0 STANDARD CUP 2X5 ANGLE CLIP Dimension Value(I n) For Muillon: w 6063-TS ALUM. 2125" 6068-T6 ALUM. O i0 2.000" XSECTION 2.000" X-SECTION EA 1.625 j 0- cZ U CUP Ln 6063-76 ALUM. I .125• 2.654 1"X2'X.125" O F O .125" X-SECTION L Aluminum z Z Q o1 rn 0.895 Tube Mullion I- Q Z z 0.740 a Q- -Mo mo .125"� I 1.125 n U) Z L E B.740°F-- 2.4041"X2X.375" N LDS0.635AluminumCUTHERETO .375" 5.000' Tube Mullion = V Q .375" 3.425°---I_CREATE F-CLIP,SEE MIN. 1 ,376"NIIN. 1+ D 0.490 Q Z O O MIN r DETAILF,SHEET4 J- A 1.875 � EL s .. A�.O .M'MIN. 11 X 276°°X O .. ma. r-------i I - I } A A I --------------------= B 3.000 O -� -s U-CLIP A %--------+ .375 Aluminum S L_ -----J L-------J 8063-T6 ALUM, `- ------------------ 2X5ANGLECLIP C 0.757 Tube Mullion PROpUCTREVISED TOPVIEW 60fi3-TB ALUM. L_ TOPVIEW D 1.118 as camplying with the Florida STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1°X2.75"X Building Code DASHED BOUNDARY.SEE SHEETS 6.18 FOR THE NO 17-0630.01 6063-T6 ALUM. B 3.000 ,850" C N NTEft-OFANCHOR ANE'VSOR�.6-BV&TAP76E.liAXMAOM-AN V✓ITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER t 1116". C 0.476 Aluminum SHEETS5.17 FOR THEANCHORO.C. WITHIN THE DASHED D D.B36 Tube Mullion By � ES� DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/18". SHEETS 5.17 FOR THE A 2060 Miami- Product Control ANCHOR O.C. TABLE 6 V X3.125"X DISTANCE MAXIMUM PGT Part# B 2837 .500'Alum --{ 5.500" ,375" ANCHORHOLE Mull Dime nsion(sheet#) C 0.853 Tube Mull DIAMETER:ANCHOR Mullion Std.Clip 10ffsetCHP U-Clip jAngle Clip D 1,137 .375" MIN. DIAMETER+1116', MIN. - 1"X 2"X.125"(5) 66605 666113M 6681118M 686243M 666511 M A 2.626 1"X 2"X.375"(6) 666006 666114M 6561119M 666244M 666512M B 3 262 1.25"X 3.188' ---- -------I------------ C 0.862 X.265"Alum 1"X2.75"X.375"M 66607 666115M 6661120M M245M 666513M Tube Mull B 1"X2.75"X.650"(8) 66608 666118M 6661121M 666246M 666514M D 1.762 128"X211°X ���N,,l LY/V/V I "---i---� 0 V X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M A 1.813 .121"Alum ``'��N M� t i 1.25"X3.188"X.266'(12) 66641M 6661117M 6661113M 666241M 666516M Tube Mull -------J ------J 1.26"X211"X.125"(18) 69370 NIA N/A N/A 668517M .? No.58705 OFFSET CLIP NOTES: . C 60E3-T6 ALUM. .125' I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �p0:• 9 •� ''f '• 4 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLELOCATiONS&ANCHOR O.C.DISTANCE. �'�S+ '•�.��RIDP„•'G\?. 3)SEE SHEETS 2-4-FOR GENERAL INSTALLATION METHODS. AFL P. 87705 E FL P. �$ 05 1.00x" 1.000" 1.062"-1� l•+� . 740" Sa ON Q IM " .. - ------ - - - I - - - - }-j - x.,25"- - -- - --- - r` 1 I �I" ., o 4.0 .125"STANDARDCUP4.000" 4.000" 5" 2.000" 6063-T6 ALUM. 2.125" 2.000" 2X5 ANGLE CLIPX-SECTION U-CUP 8083.78 ALUM. .125" I I 6063.76 ALUM. XSECTION .125'125" X-SECTION.125" UN125" ZO W CENTER OF ANCHOR HOLE MUST LIE WITH IN THE JU.125' DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE O) 375 " ^ ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR = _ -1- HOLE DIAMETER:ANCHOR DIAMETER 1116'. W p H- 1"X4'X.125'r 1"X4"X.37S 1'X 4'X375" 6.b00° to Z M U MULLION' MULLION 'T"-MULLION CUT HERE TO 375„ 5.000 375° F- -0 co U� 808&TO ALUM. 6063.78 ALUM. 6063-76 ALUM. 375° 3.125" -j_CREATE F-CLIP,SEE ��MIN. X-SECTION X-SECTION XSECTION MIN I DETAIL F,SHEET _ Z Q ONLTON 1.250"-j .375" Z W g _ FA- 1.594" I I CENTEROF -- ------ Z 2 ' eU 1.594' ve saN r-------r r-------r r- ------ -----i .375" -g $ I I I I ANCHOR HOLE 11 MIN. p d O 1 I I I I MUST LIE WITHIN I 1 J O_ $ zZ I I I I THE DASHED Q 7 I I I I BOUNDARY.SEE I I 1-- F U I I I I I SHEETS 10-17 I I Z p 2.875' _-_ + 4 FOR THE Z.Z I 1 I I I ANCHOR O.C. I I raj) QO so ,100" I 1 I I I P DISTANCE I I U Z 3,250" 3'94" 1 I I I MAXIMUM I I W O .100" 3.250" i I i I i ANCHOR HOLE DIAMETER: I I F .100° LL ______J L_______J ANCHOR �_____________________- U p .100° I DIAMETER+1l16'. d u 0 OU may„ 2X5 ANGLE CLIP 624' STANDARD CLIP U•CUP 6063.76 ALUM. .820" .820" _I TOPVIEW y •��� 1.250 CENTER OF ANCHOR HOLE 'LIST LIE 60TOPVAELVUJM' BOTOPMEW M. 1.250" --i .820' 1-- WITHIN THE GASHED BOUNDARY.SEE PRODUCT REVISED 1.25°X 3.25'X.100" 125"X 3.25"X.624" 1.25'X 3.94'X.E24" SHEETS 10.17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT• as comp)ying with the Florida MULLION MULLION DISTANCE.MAXIMUM ANCHCR HOLE Building Code 6005-75 ALUM. 6005-TS ALUM. MULLION Dlmenslon Value(in) For Mullion: Dimension Value(in) For Mullion: 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER+1116', F 3.687 1"X4"X F 1.938 1.25'X 3,25' NOA-No. 17-0630.01 X-SECTION X-SECTION " X-SECTION " tiwrBat � H 2.680 Aluminum H 1:438 Aluminum ��3 469" 5.500" 1 3.000 Tube Mullion 1 3.250 Tube Mullion 6y V377'- W. " CVAL .MIN. - .375' F 3.187 1"X4"X F 2-825 1,25'X3.84" w MI--u. ro uc Control ' MIN. G 0.757 .375" G 1.125 X.fi24' H 2.430 Aluminum H 1.500 Allaninum 1 3.000 Tube&"T' I 3350TubeMullion F 2.250 1.25'X3.26° F 2813 30'Ba Muil RG 0,760 X.100" F 2.875 45'Ba Mull 8.125° 1252.250" 1 I I I H 1.500 AluminuI 3.250 Tuba Mu0 on c$HTABLED 11111 50"45-BAY ML w - i,11 !30°BAY MULLI6063-T6 _______- _ _____ Mull DimensionPGT Part# �� l�f,ll/6083-T6 ALUX-SEC (heet#) Mullion Std,Clfp OffsetCllp U-Clip Angle Clip 'X-SECTION 1"XA°X.125°(70) 69364 866111M 6661122M 666241M 868518M z .G OFFSET CLIP NO.58705{ .125° 6063.78 ALUM. 1"X4'X.375'(11) 68610 668112M 6661123M 686242M 668619M .228°J �---,981"--� .226"J �---981°-i ,740" TOPVIEW 1"X4'X.375""P(11) 66653 666112M 6661123M 668242M 666519M a -D;/� ; NOTES: 1,25"X3,25'X.100°(13) 20160120312 6661127M 6661124M 6662410M 6665115M 7J 6 1)HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25°X325'X.824"(14) 20181120315 6661128M 8681125M 866245tH 8668116M O�•.• ST TE O •(V�� 135°X3.94'X.624°(15) 20162 6661117M 6651126M 656241M 888517M ©' �CC�•'•"(ORIOP,,•'G�C�� 2)SEE SHEETS 10,11,13.15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. - 30 Degree(19) 66649 WA WA WA 6685110M ''�,S�ONAL 45 Degree(20j 68650 WA WA WA 66651NM y !lf 11 11tH 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. O A.LYNN MILLER,P,E. O FL P.E.#58705 TABLE E Mull Dimension PGT Part - (sheet*) Mullion Std.Clip U-Clip Angle Clip25 sheet*) --1-.125' �{I-•-,125° s� d 2°X4"X.25"(t 6) 66602 666261M 665271M 6665112M O CUP cZ 2"X6"X.25"(17) 66604 666262M 666272M 6665113M STANDARD CUP UT6A 2X63-T6A UM. 2.000" 60-SECTION LI 6063•ECTION. 6063-ECTICN.X-SECTION 2.125• XSECTION 2,000° XSECTION NOTES: N.125' .125' .125" ,o U 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING o to N W DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L - Z O 2)SEE SHEETS 16.17 FOR SUGGESTED,APPROXIMATE I �1 q90•-� W HOLE LOCATIONS. - F-1.490• w J 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' '^ � Lr. CUFHERETO 5.000' 375' U�' 111 p o 3.500' CREATE F-CUP, ,375' MIN. m Z M uJ 2.000' MIN. SHEET SAa F. MIN. .375° F - m Z -------- --- ------------ --I-- i---------------------i y Z oj I I I I Jn_-" >�S s I I I I Q Jr 4.000" I L-______-I a F U � -I-- --- - I- 3.438' + 3.438° I I z Z -< W pt .250" 2'X 4"X.25" 3.438" i I z� mip MULLION I I I I o. ~ Q o_o 6063-T6 ALUM. , �� I I I 375" o g X-SECTION I " _ Z w I MIN. _ --� -- -- L---------------------1 r W U Y Y L_ ______ ______ J ' (n Rr - STANDARD CUP _ U-CLIP,6083-T6 ALUM. 2X5 ANGLE CLIP O •Q ¢ O U CENTER OF ANCHOR HOLE MUST' LIE 6063-TSALUM. SED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST UE 8063-T6 ALUM. z d Z m U O7 .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WRHIN THE GASHED BOUNDARY. TOPVIEW i t a U SHEETS 16-17 FOR THE ANCHOR O.C. TOP✓IEW SHEETS I6-17 FOR THE ANCHOR O.C. Q g-' � DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE O a o A rc� DIAMETER:ANCHOR DIAMETER+1116'• WITHIN THE GASHED BOUNDARY.SEE OIAMETERL ANCHOR DIAMETER+1/16'. SHEETS 16-17 FORTHE ANCHOR O.C. PRODUCT REVISED 5,500' DISTANCE MAXIMUM ANCHOR HOLE as comp)ying with the Florida CUT HERETO DIAMETER:ANCHOR DIAMETER+1/16'. Building Cade r�2.000°--1 .375° 3.500°� cREA7E F•cuP, 375" 5.000° 375' NOA-No. 17-0630.01 MM. SHEET4 375° By - --------------1 Miami-t) a Product Control 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 I I I 1 I I I I I I 6.000' 4.888' r 5.438' -------i .250" j I 6.438' I I 11 I I I I f l 5.436• I 1 I �.� W LYNNA�',i �Q,... 4 �, 2"X6-X25" I I 'I I I I �•Qa•••. t-ICEN,pE 4f /C MULLIONj I I I 6083-TO ALUM. 375" z�•; �No.58705, XSECTION , - --------------------- MIN. 'O _ ,oma•. SVTO ��, .250" 80NDARDCLI L 6063•T6LALUM, 6063-T6ALUM. ORION . TOP VIEW USED FOR 2'X 6'MULLION.SHEET 17 TOPMEW 77j 1 NAL 11 J11 ` TOPVIEW A.L'IW MILLER,P.E. P.E.#55705 - A° � EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: E I Ito I I PW PW 0 PW (V^ U u. FA 90 SHIDH lz SSHIDH�77/ SH/OH PW PW W, hN z W / w o U. 00 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I F=- [MD SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i HINGED DOOR Z SGD ai Z sU 1 LOADING OF VERTICAL MULLION w CO W g rcZ PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION F d ; r PW / z Z FQ- X..z I PW PW n (nPW 0A 8°Jo 80 U) / i _ PW w p Y Y H SHIDH SH/DH SH/DH Q J Z O IL 4 I 4 a A0�� I SH1DH 0 �m2 4/ PRODUCT REVISED I s eom 1 In with the Florida LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION a I / Building Code SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I /PW PW HR NOA-No. 17-0630.01 aprta on a e I I By I LOADING OF(2)HORIZON{AL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION Mie D e Product Control 7471I I -' PA HINGED I NOTES: ' DOOR PW PW j 1)DRAWINGS ARE I RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM oo =SHOWN. NN j 2)IF THE LOADIN PW G TYPE CANNOT ��`�ONY LY ���'�% I BE DETERMINED.USE `��,�`?� • ' ti/j �� RECTANGULAR LOADING. �•'• -�ENSF '•��� PW PW I Q':' '•.� I / 3)SEE PRODUCTS'APPROVAL FOR No.58705 ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLIONova;.• I _ PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I d SGD T'• _ � SAO......•�N```� LOADING OF VERTICAL LOADING OF HORIZONTAL A.�L/7Nftl�j I111�14.P.E. MULLION MULLION FL P.E.#58705