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NOA; Series PGT Clipped Extruded Aluminium Tube Mullion
MIAMI-DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner r the expense of such testing and the AHJ may immediately revoke, , or suspend the use of such product rial within their jurisdiction. RER reserves the righ revoke this acceptance, if it is determined byZile i!t de County Product Control Section that t ' product or material fails to meet the requirements of a ing code. This prod t is approved as described herein, and has been designe o comply with lorida Building Code, in uding the High Velocity Hurricane Zone. DESC TION: Series "PGT" Clipped Extruded AIuminu Tube Mullion -- L.M.I. APPR IV DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Ube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, ith revision C dated 06/19 signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami ade County Product Control Revision with the Notice of Acceptance number and expirat• ate by the Miami -Dade County Product Control e ' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: ".Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence p - an s well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E J NOA No. 17-0630.01 MfAMI•DADa eOUIVTY Expiration Date: May 26, 2021 It? Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t11 Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 // i Jorge M. Piasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6th Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest; dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE [—OPIIIING WIDTH FORVERTICAL MULL MULLIONS ' -� SEEOETi A•D,G,H; SHEETS 2-0 f17 EEDETAILS 4 A THRU4 SHEETS 2--4 MILL LENGTH LH.RIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBEDINSIOE HAVE BEEN TESTED AS'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP. SEEDETAILS A G; 1 SHEETEET S 2-0 OPENING HEIGHT FOR HORIZONTAL SEEDETAILE, MULL SHEET FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BYPGT. /SEE DETAILS A-D,G,H; SHEETS2-0 NULL �OPEMNGWIDTH� �I LENGTH OPEN!T MULL HEIGHT LENGTH SINGLEMULUON L SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE I ABOVE CODES/STANDARDS USED: .2017 FLORIDA BUILDING CODE (FSC), 6TH EDITION .2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL. ADM-2015 •AISI SIOO-12 _ •AISC 360-10 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180- THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS- 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLYTWO ADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UPTO THE NEXT SIZESHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. GENERAL NOTES _...... ........ _.._. 1 INSTRUCTIONS ............ ..... __...... 1 ELEVATIONS ... ............ _.__,. _,--_. 7 MULL TO PX WOOD...__. ... ..... - 2 MULL TO IX 8 MASONRY_.._.._.- 2 INSTALLATION NOTES ........ _._..... 2 MULL TO MASONRY ...................... 3 MULL TO STEEL STUD_..._.._u.... 3 MULL TO MULL............................. _. 3 ALTERNATATE CLIPS ...... ....... _ 4 SAY MULL INSTALLATION ..... _...... 4 1 X 2 X .126 MULL SPECS ........... _- 5 1 X 2 X .375 MULL SPECS...-,.........6 1 X2.75 X .376 MULL SPECS..........7 1 X 2.75 X -65 MILL SPECS .... ........ 8 1 X 3.125 X.500 MULL SPECS._..._9 1 X 4 X A25 MULL SPECS..,_.._.,,_10 1 X 4X .375 TUBE MILL SPECS.... 11 1 X 4 X .375 •T' MULL SPECS...-... 11 125 X 3.188 X 265 MULL SPECS._12 125 X 3.25 X .100 MULL SPECS..... 13 125 X 325 X.624 MULL SPECS_ 14 125 X 3,94 X.624 MULL SPECS_..,15 2 X 4 X 25 MULL SPECS-.-....._... 16 2 X 6 X.25 MULL SPECS _...._-__- 17 126 X 2.11 X.125 MULL SPECS-_. 18 30' X 325 BAY MULL SPECS....__ 19 45-X 3.25 BAY MULL SPECS......,_ 20 MULLION 8 CLIP DIMENSIONS...... 21-23 EXAMPLES 1 82.............. _....... _.24 LOADING EXAMPLES _.......... ......... Z5 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT'1 FOR THE OPENING USING THE ASCE•7 STANDARD, 1--HORIL MULL LENGTH-1 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAW OR "TRIANGULARITRAPEZOIDAL'. FIND THE CHOSEN MULUON'S MULLION CAPACITY (LBS/FT2) FROM TABLES 1ATHROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING E MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULUON IS SPANNING VERTICALLY OR HORIZONTALLY). THE VERT. LLION CAPACITY B-1FT'l OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT2) FOR THE OPENING OBTAINED IN MULL S 1). � � F OM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE RE ESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY - OPENING WDTH 6) ROM THE ANCHOR CAPACI Y (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE FO VERTICAL MULL oPENING WIDTH CHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ORVERncALMULL gPACIIYiSMET. MULTIPLE 7) IF THE MULLIONCAPACTY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE PRESSURE REQUIREMENT (LBSIFT'') FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIREMULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By M1aml. de Product Contro A. LYNN MILNBR;1 FL P.E-# 58705 ac Cn Y DETAIL A: DETAIL B:Cie I MULLION k MULLION TO 2X WOOD BUCK MULLION MULLION ATT ED TO 1X BUCKSTRIP TYP. ANCHOR OR WOOD FRAMING p7TRCHMENT PER SUBSTRATE ex` WOOD BUC D MASONRY ' AND SEE SEE TAB E518138 (OFFSET CLIP SHOWN) (STANDAR CLIP SHOWN) OTHERS, N SE OTE 1. MULLION I 1 1W❑� �N 'U d I I f I SEE SHEETS b I MIN2.7K51 '� EDGE IN 2 1 I I 21-23 FOR HOLE a I I CONCRETE OR CMUI''I I O15TANOE, UI J EITHER THE I LOCATIONS I I .I I--J}-SEE SEE TABLES (O STANDARD OROFFSET MULL ° EDGE a ° q EDGE DISTANCE 16-136 Iy- m = CLIP MAY BE DISTANCE ° ORMASONRY S o I— C7 W Q O INSTALLEDBY a ° II - SORW�D / i i I CHORS SIDE VIEW ro W TMkS METHOD. -IL °e O rD 0 .260` MAX FOR ALL MULLIONS as Z EITHERTHE F- - d ° q STANDARD OR . Z _ z z OFFSET MULL v .0 a ° EXTERIOR CLIP MAY w_ :op THIS METHOD. J fno aZ a' 4 EDGE ] Q Z _ r ° a DISTANCE 2 1— Z Q FCR z MASON a F Q Z IS N r_ c THE OFFSET CUP IS ANC ° 03 to E— 1- B RECOMMETmED FOR a a pO au'O FIN -FRAMED J m O EXTERIOR °d ° WINDOWS, BUT MAY W Q oY AL'0 BE USED FOR F-• Y OTHER FRAME TYPES. co D U Z ¢ O O a4 Zmm TYP. ANCHOR TYP' CHOR U p' gof TYP. ANCHOR PERSUBSTRATE. PEE SEE TABLES I&1fie SEET ER BSLES 1SI&13B B-1 PERSUBSTPATE PRODUCT REVISED SEE TABLES 1&16B EDGEIEND BUCKST IP a5 complying with the Florida _ DISTANCE Building Code SEE TABLES AND EN BUDP 1B 13B ATTACHM NT OA-No. 17-0630.01 EMBE M T BYOTHE 1T AN : SE OT • Expiration Date0512612021 ATTACHMENT .., ... .. 'q SH 1. 1 BY OTHERS. . n y ^ .. By SEE NOTE I. Mlaml a roduet Control SHEET 1. MN 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. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 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 MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI.13ADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1W S.S. AGGREGATOR MASONRY ANCHORS. l titll UlU� `',o .......... ND.5870�2�*: •:•IQ • .FL ORIDP..•• ��\. 70I�1YA11-i1ENt`� A. LYW t1�i1LILER, P.E. FL P.E.# 58705 DETAILE: o� MULLION TO MULLION Y DETAILC: t2sMI"' INTERSECTION NOTES: o� S MULLION DIRECTLY ATTACHED MULLION (U-CLIP) aaa - a MASONRY STRUCTURE 1) MAY BE INSTALLED IN -TEE' OR 'CROSS' o (STANDARD CLIP SHOWN vLES INTERSECTIONS. ^ 2) MAY BE INSTALLED HORIZONTALLY L (SHOWN) OR VERTICALLY. N 1 TYP. NCHOR '4 f..) EITHER THE I I PER TE, 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 s STANDARD OR 1 SffT 51&138 TOP VIEW FOR CORRESPONDING MUWON. Z coma W OFFSET MULL _ O CLIPMAYBE 1 j BOG DISTANCE MUWON W = INSTALLED BY Ii� I' FOR ONRV N J (n THIS METHOD. I I ANCHO VARIES+—i I I N72STEELSCREWS. I`I SELF-DRIWNG OR PRE -DRILL IN- a = tE)CrEeRIOR MUWON AND USE SMSW pmmWMULLIONZ 0 EXTERIOREOGEDISTANCE ° THEOFFSEr CL S Z =~RECOMMENDED FORzFORUASONRY FIN•FRAMED /f!cANOHDRS WINDOWS, BUT MAY LU�� ECTION In ? . Q• g 6 1ZALSO BE USED FOR ~�^OTHER FRAME TYPES. Q Z n o f- TYP. AN ' d ? Z Z z N PERSUBSTRATE, ATE. 4 .4 1- Q Q STABLES / / f�iB•_ A F- 73B . ANCHOR SEE SHEETS 21.23 FOR a F m U O y0 BUC7(STRIP P ERSUBSTRATE, HOLE LOCATIONS � J m a b° AND SEE TABLESIB•73B FRONT VIEW EDGE n Ul -� Y ATTACHMBy ENT SEE TAB 5OTHEO ~ ..•• SEE OTER I, 1B-13B U Z Q O EMBEDR�M .' SHEEP 1. }` - EDGE d Z m C ': • • • . _ �..' e i DISTANCE p 1 _ SEETABLES SIDE VIEW C3 ?i e b MIN 27 KSI CONCRETE OR CMU MAN 2.7 KSI CONCRETE CR CMU 1R-73a 1= FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as complying with the Florida STEEL STUD Building Coda (STANDARD CLIP SHOWN) NOA-No. 17-0630.01 INSTALLATION NOTE —STRUCTURE Expiration Data 05126/2021 TYP. ANCHOR By 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PERSUBSTRATE, ® Mland-D aProtluct Control � SEE TABLES IB-t3B 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 21-23 FOR CORRECT QUANTITY AND LOCA71ON OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE HOLE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. LOCATIONS 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE)O1EAD OR FLATHEAD. \` MULLION 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMMADE COUNTY APPROVED EDGE DISTANCE Y LY ELCO ULTRACON ORELCO I/4•S.S. AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEETABLEs ,.`aoNSN .....,y��%, FRONT VIEW 16GAAND COMPLIANT WITH THE FLBUILOPiG 1B13B <.' RCEN F •,l�� CODE, A 2X W OOD BACKER MUST USED. �1 ATTACHMENT By OTHERS. '••'f% EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW N_o•58705 -_ NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD Q TAT'E F ANCHOR VALUES MAY BE USED. k/ FZORIOP.••'G\�� 2) SEE CORRESPONDING MULLION TABLES, ��i//S/L ��"" SHEETS 5-20, FOR QUANTITY OF SCREWS. A. CN I'yIT{. FL P.�. 58705 152 .EXTERIOR DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-0, \ SHEETS 2 AND 3 FOR INSTALLATION y� TOSPECIFIC SUBSTRATES. STANDARD MuwON CLIP .MODIRED TO FIT FELD CONDITIONS. SIDE VIEW SHOWN WITH T X OX ,125' MULLION DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) �TYp ANCHOR PERSUBSTRATE, SEE TABLES 1B-14B I DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30' OR 45' BAY MULL II I O O 0 0 TOP VIEW j TYP. ANCHOR I PERSUBSTRATE, I '__SEETABLES 153 OR 168 I 1 I EXTERIOR I 2• X6-ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. W n _u �C d �y3 LL N - -6 $0 co yid W O ul 03 J � Of DO DO w \ W PRODUCT REVISED ,_TYP.ANCHOR as Com ying with the Florida PER SUBSTRATE, Building Code SEE TABLES 113-138 -/� INTO WOOD, Oa -No. 7-0630.0 !� STEEL, ALUM EXplration Data 05/26/2021 INTO WOOD, STEEL, STANDARD CLIP TOBE EXTERIOR OR MASONRY EXTERIOR UGI ALUM, CMU OR MASONRY MODIFIED INFIELD. > 13Y 1 _ N Mlnml-Dpd Product Contro EXTERIOR - iyyOE ®� _ a: ®® ! 8® INTOWOOD,STEEL, FD ALUM, CMU ORMASONRY DGE TANEREOGE CHORER T..: NOTES FOR INSTALLATION OPTION G & H: ,`�pL?;NN,y�1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST SE INSERTED INSIDE OF MULLION. z _� ���•'• 1,lCENgF �(�� i NOTES FOR INSTALLATION OPTIONS R ••. 2) DETAIL G: SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE y �' ;• NO. 58705 1) DETAIL IS NOT APPLICABLE FORTHE BAYOR 1.26°X2.11-X.125 MULLION. LOCATIONS. — �-..6 2) SEETABLES 1B-13B FORANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 1613 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLELOCATIONS. O.r WATE� 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. _ _ %��Y •'•F�ORIDP,.••'•�C�` ,ZONAt 0�,'``, a A. Lff,nllnmaL�'d, P.E. O FL P.E.# 58705 Mullion Capacity Table bsift Opening Width (farver icaty-seaming muliom) or Opening Helght(forhorimntslyspartlirg mldions) M In 60 in 701n 80 in so In 1001n 120 in 140In I601n 1 x2x.125 Reelangubr Lsading Tmpmleng• Loading Rec ulsr 1-ding Tmplumn Loafing Recangular Load P Tmpf .r,- Loadng Rectangular Loading Ttapridang. Loading Rectangular Loadng TnapRdang. Loadn9 Rectangular Loading TmpM.R9. Loadng Rectangular Loadng TmplTrlan9• loafing RedangWar Loadn9 Ttep/7deng. Losdn9 Reeten9elar Lsed'ng hapllllong. Losdng Alum. Tube Mulilon a g b° (y R ga 2 2> >Ls� a a ,�• £„ �� x g �� '4a FYI d a '° 2Qea, i_•_ R g 6. g^ $�• z f$ x_ a�• .�• "o. i� r•_ S ti A Arc S ,x a =__ $ a$C. a r_ z.•^ a a_ r a a 421n 01.9 408 129.5F170 93.2 40B 115.5 325 79.9 409 107.E 321 69.9 408 10C4 319 b21 408 104.0 319 WS 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 Me 35.0 4D8 104.0 319 48 in 74.0 312 83.8 624 M2 73.4 252 53.5 312 67.0 248 46.8 312 532 248 41.6 312 61.3 244 37.6 312 91.0 M4 312 - 312 61.0 244 20.8 312 61.0 244 2i4 312 61,0 244 W.6P51n 53.9 281 70.6 M2 201 61.5 T48 45.6 291 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 210 26A 281 49.3 219 22.8 281 49.3 219 20.0 251 49.3 219 5 541n 52.6 247 57.5 43.9 247 49.8 202 37.6 24T 44.8 199 329 24T 41.5 199 292 247 39,4 194 26.3 247 38.4 193 21.9 247 3&1 Im 18.0 247 38.1 193 16A 247 38,1 193 60 In 38,4 200 412 320 200 55.4 165 21.4 200 31.5 163 24.0 200 26.9 160 21.3 20D 27.1 159192 200 29.8 157 16.9 200 25.0 159 63in 331 111 W.3 27.5 181 X3 152 217 1B1 29.9 149 20.7 181 245 146 10.4 1s1 27.8 144 16.8 181 21.7 143 � 661n 26.8 185 30.6 24.0 165 261 139 20.6 166 27.1 136 18.0 165 21.0 134 72 in 222 139 233 120 165 118 15.1 IW 17.5 116 78N 129 125 19.7 109 15-716,8 �13119.9 1aT 18h 17.5 178 182 104 Anchor Ca aei Table Ibs SebMM 27k COure(e 3.5k Cone. 11.0-CMU Fdedwil PT Wood Mew Anchor Clip Patterns Ancasrry�' 9H6 El. Wtmecn IId" Eicp Ulfmcon 5116" Ell,1W Ultteoon 3I76' EieP Ultracan 1/4' Eko Ultracan SS Eleo AggmGatOr Slt6" Elc° Ultaoon 1/4" ES El.. ApgleGator P70 Steel BcreW (G5) #12 Steel Scraw (GS) *12 Sorel 6CreW (G5) EII Poistense() 1• Sif2' 1° 2-112" 3-Va• 1" 2-11T 1' 2-12" 2" 111B' 2" a4B" 0S4• 0.32d' Embedment (M) 1�/4' . T-314' ti/4' 13f4° 7 1-V4• 1.114" 1-1w 5-1/4" 1-1/4" 1-1/T 2- 7�/B" 1J8° lerles 2 Anchors04.75"Min. O.C./ SMndmdor OBad Clip (Fig. 11, 390lbs 3B0Ihs 450 ors $901hs 104410s 2701to 280 lb. 354Its 74D Ibs 274 ins W4Its 946lb$ 341 ors 442 Its 560 MS 4 Anclwrs ® 1.15• Min. O.C. / Standard (orOSsel) CUP Fro• 2); 4801bs 700 ors WA WA NIA NIA 3E0 lb. WA NIA WA WA WA 11 ors 112 MS S120 Ms 4AI.ws @ T Mn. O.C. I (2)245 An➢e Clips I (Fig. 37 7801bs 780 U. $80 01s 1560ISs lean lb. 5401bs 500 N. WA 760 lb. 748 lbs Sea lb. 18921hs a82. 885 Ns 1120 R. 2 Anchom ® 645• Min. O.C. / ULIIp, Inr0. 125`Alum-(Fig. 4k WA WA WA WA WA WA NIA WA NfA WA WA WA WA N/A 7151bs 1 Anchor/FLlip (Rg. 5} 1930ts 195M 225lbs 4451hs '822IDs 1351Ds 140 Its 177 lb. 370 lb. 1071h3 33216s 47316s 1701ts 22-1 lb. 2801bs 2Anchors 1.15•Min. O.C!FLOp (Fl0 e7 2401ns 350 Ns WA WA N1 WA 190 M. WA NfA N7A WA WA 341 Ion 4921Ds 5E01ba NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE S i ANuAHu CLiv. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP,,,) X (ANCHOR CAP.�,,.,,,P\ ANCHOR CAP. - `MULLION CAP.,ac,,,- USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. 01 ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURES: 1-0 ! ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: me IL • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CM U) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125• TH ICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1 B-8 S.S. OR 410 S.S. Ico PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miaml-0� Product Contra ��•� aON� LYN!v2j ���_'�`.• LICENSE •- �{�� ' ` No. 58705 -•� STATE F (V�: '•4't0R10P•-•' \��1 01VAL'cNG�`. A. LYr NN gW1W80�, P.E. FL P.E.# 58705 Mullion Capacity Table 5fle Opening Width (for verb tyspanrlrg mLOons) or Opening Helght (krhod rtally-spanning mullions) 60 In 60 in 70 in 80 61 901n 100 in 120 In US N 160 In 1 z 2 x.376 RaemngliWr Laadlg T.Iefrdeip. Loading Redeegular Lowing T.Prrave. LmaJ g Reefan9ular LDadirg Tre"Tla®. Leeft Recangular Lwdbg "rFP dwg. Loading Rectangular Loadirp 7repTlerg. Loadrg RedargWar Loadng TreprTllzng. I. -In Red pler Leedirg Teepridag. LOa47rg Reetalgulat Castling T-;vn eno. L®dNp ReClanpuWr Laedlrql TrepRNanl} Loading Mum. Tube Mullion. . u F _r r a A• a r a r r �• r S r r >, r r r r P r r ;z a grg 42 it 17a0 am 170.0 435 151.3 662 170.0 476 129.7 662 17a0 506[K845-8 169.5 518 7a7.8 682 t8&9 517 9a8 682 111,1 517 7&7 662 16fle 517 B18 862 t6a9 517 5&7 b'S2 16&9 517 48In 121.E 5D7 138:0 419 101.4 607 119.2 410 66.9 507 10&7 403 1026 399 07.6 507 99.6 397 60.8 5D/ 89.0 396 50.7 607 99.0 396 434 507 99.0 398 3&0 SD7 S.0 30 SO.M in 103.7 458 114.8 319 8&4 450 99.9 371 74.1 456 SOX a4 8&6 360 67.6 456 '81.3 367 S1.4 456 Sao 358 432 456 S0.0 356 37.0 458 Sao 356 32.4 a$ �0 356 54 In 85.4 400 D3.3 336 71.2 400 80.9 328 61.0 400 72.7 372 07.3 318 47.5 400 61.0 315 427 40D 62.3 314 356 400 61.8 313 30.5 400 6t5 313 2&7 40061.8 313 60 in 62.3 324 65.9 1 51.9 329 57.5 270 44.6 324 51.2 264 483 260 Re =4 439 257 31.1 324120 256 2&0 324 40.5 263 222 724 4a5 253 79.5 324 40.5253634 538 204 67.4 2R 44.8 296 4A2 296 36A 294 4J.6 241 3A8 237 2A9 299 37.7 234 28.9 294 352 232 224 294 93.5 230 19.2 294 314 23D 16.8299 334 ZJO 661n 46.8 2M 49.8 Z30 3A0 268 424 Z25 33.4 268 37.5 221 34.1 218 26.0 26a 31.8 215 23A 268 29.8 2t2 19.5 288 2&0 210 1&7 268 27.7 209 14.6 288 27.7 209 72fi 38.0 225 37.9 198 30.0 225 ffi.2 191 2&7 225 28.4 188 22.5 225 25.6 185 2D.0 225 235 182 18,0 125 221 t80 15.0 225 20.3 177 129 226 19.6 1T6 113 2'25 19.6 176 Tain 30.6 202 a20 177 255 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 1&4 163 12.8 202 16.7 160 IM ffi 1&D 158 AB 202 1&8 158 lain 2a.3 192 ..a 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 1e2 19.7 159 16.7 192 18.1 157 74.2 1e2 1&8 155 11.8 192 15.2 152 10.1 192 14.4 Im &9 192 14.2 150 DON 1&5 144 19.0 1ZB 15.4 144 16.1 126 961n 152 127 16.6 113 Anchor cavacltv Table Obs)' Subsbate: 27k Concrete 3.5k tone. Hdmw CMU I Filled CVJ PT Woad Me181 AnetiorCBpPettems MebarType: 9lis'FJcaU4racan 1f4'ErsoNuaaon SI76• EleO Uheean Y1fi'EJcoUt2eon 7MElcoUlbaam V4' 65 Elco A91peGetm 51t6' Elio ult- 7!4' S5 Eba AB/reGalor #10 Ste<I 6crex (GS) 012 Stse• Semw(G5) 612 Stets Senn-(GS) EdOe D'stanCe On 1• &VY 1 .1• 2-12' 3-116• t• 2A0 1•1 2-12' 1 r aim- 2• OAS" I D.M- 1 0.324- Embedment(inT 1-Wr 1-314 tale taf4' 21 1-V4• 1-U4• 1-114- 1.114• 1 IAM 1.1/4• 2' 13/8• 1-3w 1a1as 2 Aneh 4 Anoimre @ 1.15• Mlk O.C. / Standard Onset Clip F.U. 11 (m Offset)GIP (Flg. 21 3" 1" 460 an 390 Its 700 0s 450 ea WA 090 its WA 16441be WA 2709. WA 2801bs 380Ibe 354 Ibe IUA T401. NIA 37416a WA W Ws WA 9/61h WA 341 Ibe fi821ba 41216s 885164 56D Ifis 1 f2010s 4 Arc Dora ® W MN. O.C.! (2120 Angle Clips! (FB. 3j 760 ms 78D [be 680 ms 15w 1. 1m Its 540lba 500 [be N/A 76D be 74616s 800 ms 1tg2 tbs 682 Ibs 885IDs 112016s 2 Anahaa ® 0.4S tan. D.C.l LLClip, h,tp ,/2S Plum. (Fig. 4Y WA WA WA WA NIA WA WA NIA NfA WA WA W0. WA WA 7151bs 7 Anci I FL1IP (Flo. 5). 195 Ibe 185 Ibe 225 bs 445 Ors 822161 1358is 140 Its 17716a 370 M 167 lb. 3321Ds 473 ms 170Ibs 22110s ZBOI6s 2Anebors 491.1S MN. O.Cl F47b IFlv. eX 2401be 35016a WA WA WA WA t90 R7 NIA NIA WA WA WA 34116s 492 t6s 56016s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR FIGURE 1: FIGURE 2: • • 101 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: AS THE STANDARD CUP. TABLE NOTES i1VliHV K l,/V'N1.1r r HW UJ � nr�rn � a-�rtwi.aw (DPI,) X N (ANCHOR CAP.,,e,,,�,\ _ANCHOR CAP.- lMULLIO USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000• )-- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. I FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. L4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED [[-a, T CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED 1 YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125' 1'X2•X.375"MULUON THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. h d0 m U) Cl) OL s a 'o W K X Y 9 C.4 x rA O U ¢ Z v.J) 0 Oe mg 8 A PRODUCT REVISED ' as complying with the Florida Duileling Code NCA-No. 17-0630.01 Expiration Date 05/26/2021 \ttt 1111171 .......... ` ��•.� t,10ENSF * No.58705 STATE K' •��` 0NAL A LYNN M�LLER, P.E. FL P.E.# 58705 TeQI C 4 - Mullion Capacity Table QhSW) Opening width (for vertically-sparn6ng artAlcm) or Opening Height (for hoHmnlally-spanrIing m161ions) 50 in 6o in 701n 80 in 1 901n 100 in 1201n 1401n 1601n 1 x 2.T5 x Tieeangulxr Loodn9 T p/Tdareg. L.adnB Re.mngder Lmdng Tr*Tneng. Loafing Rectangular Loafing TraplTderg. L.adnO Reeanglddr Loadn9 Tplhlmi9. LaadN Rectangular Loadhg Taprrnang. Loafing Beemrmdar Loafing TMpfTrbng. Load'e1g Redeng.lzr Wadng Tapl8lang. Loafing Reefan9ur Laadng T pRdang. Loafing Rectangular Loafing 71ap/ideng. Loafing .375 MUM. Tuba Mullion S o € _ i� �.-, fig ii a a¢ > it 5? 2¢c $� o g` a 4i fi� ci s Q¢ Bo i3 S� fir x fi u �� Fs r o �• gX dC !4 d 5� E� g.� �€ Qa4 2` o o" 5p �� „ �@• ti v a aC D ci� 5 ga L �" fi¢ >i 3 € �e9 L• B€ D r GG ¢� A �'�.� o 4e 0 0 - yy22 d¢ ;�` 3 5 22 ci o 1E$11 - L 5 F" _ icpe Z 8�, it a g cV8 27 c'9 5� @ ci 99 t a u = t3� c & rS 2^ c a i` g 6 3 gg S$ ci a it o 9 gfs� �' �'�-A s , ` > 5 ,i=•^ E i> c 4 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.3 858 1700 son 170.0 &42 170.0 619 170.0 1116 170.0 621 170,0 1240 170.0 621 148.7 1301 170.0 521 127.5 1301 17DA 521 111.6 1301 170.01 521 48 in 170.0 708 17D.0 524 170.0 850 170.0 684 170.0 992 WU 630 170.0 1133 17D.0 681 151.8 1139 170.0 677 136.3 1139 170.D 6BO 113,9 1139 V0A 689 97.6 1139 170.0 680 85.4 1139 170.0 � 60,625N 170.0 747 170.0 5M 170.0 8D6 170A 631 167.8 1032 WILD 684 146.8 1032 17D.0 723 130.5 Ion 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 53.9 1032 17a.0 756 714 1032 170.0 766 541n 170-0 797 170.0 612 161.3 907 1700 691 1382 907 164.7 730 120.9 907 16L5 720 107.5 907 145.0 714 $6.8 907 141.1 710 80.8 907 140.D 709 69.1 907 140,0 709 605 907 140.0 709 601n 141-1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 699 882 735 1082 59D 7SA 735 99.5 583 70.5 735 95.1 578 58.8 735 DIX 574 50.4 735 91.8 374 44A 735 OLD 574 63 in 121.9 666 130.0 670 101.6 60 111.5 657 57.0 eW 98.9 647 762 658 PDA 666 113.9 531 60.9 We 79.8'. 526 50.0 see T5.0 321 43.5 668 75.6 821 38.1 668 75.8 521 a pl 681n 106.0 607 1124 522 88.3 6U7 96.1 511 75.7 607 05.0 501 6B2 807 77.1 60/ 77.3 486 53.0 607 67.6 481 442 607 63A 476 77.9 6W 62.7 474 33.1 607 62.? 474 m •� 721n 61.6 510 85.8 143 88.0 St0 73.0 434 5&3 10 64.3 426 $1.0 510 57A 510 53.3 413 40.8 570 50.0 409 34.0 SID 45.9 402 29.2 510 44.4 399 25.5 610 44.3 199 701. 69.4 458 7Z6 400 57.9 455 61.7 392 49.6 458 64.1 385 43.4 458 48a 468 44.6 373 34.7 450 41.6 WS 282 453 37.7 382 24.8 456 36.0 359 21.7 450 35.7 358 76In %2 435 67.0 301 53.5 435 5&8 373 45A 435 493 3fia 4MI 435 44.7 T 435 40.9 355 32A 435 Del 361 26.8 435 34.4 344 22.9 435 32.6 341 20.1 435 322 340 60in 41.8 227 43.1 290 34.8 327 38.4 285 29.9 327 31.8 280 2&1 327 29.3 327 25.7 271 20.9 327 23.7 268 17.4 __ 327 21-0 282 14.9 a27 19.3 258 961n 30.L 287 39A 2ST 28.7 237 299 252 7A.6 287 W-0 248 21.6 2B7 2L1 267 20.9 240 17.2 287 19.3 237 14.41051n 242 -1 24.1 205 202 717 20.8 201 17.3 227 15.0 11115.116.0 111 In 22.3 215 22.7 194 IB.6 215 79.1 191 15.9 215 16.6 788 120 in 17.6 194 1 17.9 167 Anchor Ca aci Table Ibs Sdu:tate: 2.711 Concrete 3.6t co'.. I HCRoW CMU FBlm cmu PT Wood Metal Anchor Clip Patterns Anchor type: Tie' Elea ultaean 1/a• Elea Ulhawn 5116• Elea Ulexon 3'tE Elea UI11m.n Ile Elea llltrao.n Ile SS Elea A9Ba0atot 511E Elea URaeon 1/4° SS Etc. Aggre(:etar 010 Steel SoaW (OS) 912 Steel 9-(GS) 912 Sled SIXeW (56} Edge Distance Mk 1' 2-1/r 1'1 2-1/2• 3.1/8° 1° 2-1/2' 1°1 2-1/r 2' 3-11T 7 0.48` 0.54° 0.324• EmhedmelR (ink 1.3r4' i-3/4° 7.3/4" 1.314° r. t-tiff' 7-114° 1-1/4' 1-Ile 1-Va• 1-114, 2' 1.VW 13/6" 1e0es 2AnohorsN 4.7E Mbi O.G/ Standoal or Offset Dip(Flow 1k -roe 390 Ds 450 too ago lbs 1e44 ms 2TO ibs 280In. 354@s 74016s 3741te 6641bs 99fi les 3471bs 4421hs 5601bs 4Anchom ® 1.15' Min. D.C.I Slandad (o Odd) COP (F19.21 4801bs 700 tes N/A NIA WA WA 3501ts WA NIA WA WA WA B82 Ibs $851bs 112016s - 4 Anctoa 3` Min.O.C.I (2) 7vc5 A1p10 gips' (Fig. 3r. 7B0 ax 1. Me 6B0Ih 1560Ibs 18961b3 540 Rrs sea Iba WA 7601bs 748 r. Uo lb. 18921W 6821hs W51hs 11201W 2 Atthm. (� 0.45• Sfut O.C. / ULlip, into.l2E Alum. (Flg• WA NIA NIA NIA WA N/A WA WA WA WA N/A WA lUA 715 ibs 1Arj;tw1F-C1Ip1Fi0.51: 18504 195@s 2251bs 4a51b9 8a8n 135 Ibe 140 Ica 1771b3 370.(be 187IN 3321bs 473Gs 170lb, 221 the 2801bs 2Anohas � L15' Mirt O.CJ FClip IFW, fi): 240 Q,s 3501bs WA NIA WA WA 1901bs WA WA NIA WA NIA 341 Ibs 442Ibs No lbs NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (�_)` CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: TABLE NOTES: wrl.nun �ssrsa.0 r swauauau.r r (Dp„�) X r ANCHOR CAP.,, ,,,°„ ANCHOR CAP.- `MULLION CAP-„o,,� USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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 ANWOR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TD ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST •125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR410 S.S. tt4 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 0512612021 By Miami 3a roduct Control ,\1y 1011111/,/7// \�N cEny�/��' Qom: U1 F •'• :!� No.56705 •� 0 SATE d •f �'/S...... G� "ONAL E����� A. MN Ml(!ER, P.E. FL P.E.# 58705 ' Mullion Capacity Table bsfie Opening Width (far aedlcaW-spamlilg mWlions) or0poning Holght(for horimrtallI sparelirg muliors) 501n 60 h 70 in 80 in So In 1001n 1201. 140In 160 in 1 X 2.75 X Rewfeng" Loading 7tep'111an9• Loading Itecm„gular Loadng Trap(7riang. Lwdmg RedmlgUar LoadnB Tlap/T1aIg. Loadina Rectallrpdar LDed.g Trapli8ang Loading RM;Ian0.1 Loadual TreP?den9• L-In9 Reclanguer Loadng TIap7Tdang Lwdulg RaelanWtar Lwd'm9 Treplritenp. Loadn9 Fieotml9uler L0adn9 Trapritlang. LoadnO RectengNar 10adn9 TraPlTdane- Loading .650 Alum. Tube €� f a H.B 9 a e a S9 ¢ c / a u `� �o ov z� € d`� r 9ac�ia v o� =a'_ �+'� rc�to:42 .z@� 3Mullion ^� 5� ze Sgt rs in 170.0 62a 1T0.0 435 170.0 5740 475 170.0 888 170.D 5D6 170.0 9B2 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 17110 1488 170.0 521 168.7 1820 IM-0 521 138.8 1620 170.0 521 481n 170.0 708 170.0 524 t70.0 170.0 564 170.0 992 170.0 630 170.D 1133 170.D 661 170.0 1276 170.0 an 170.0 1417 170.0 eao 141.7 1417 170A 65D 1215 1417 17U 6B0 106.3 1417 170.0 600 50.ezin 170.0 747 170.0 563 170,0 170.0 631 170.0 lose 170.0 68! 170.0 1185 170.0 723 1628 1258 170.0 747 148.] 1288 170.0 756121.0 1253 170.0 758 104.5 1236 170.0 755 BIA 1286 170.0 758 54 in 170.0 797 17MG 612 170.0 170.0 691 170.0 1118 170.0 T54 150.7 1130 1700 8D3 133.9 1130 170.0 C37 120.8 1130 170.0 OW 10D,5 t130 170.0 GIN 88.1 1130 1T0.0 E81 75.3 1130 170.0 SM 60 in 170.0 585 170.0 701 1465 le2.3 761 1255 915 144,5 748 109A 915 1323 72597.8 975 123.0 726 87.9 915 118.5 720 732 B15 114.4 715 62.5 BIS 114.4 7f5 54.9 815 11l.4 7f5 63 in 151.8 am 161.9 710 126,5 138.9 694 I 1055 830 1232 681 04.9 MD 1122 670 84.4 830 104.E 662 75.9 SM 99.4 656 63.3 630 945 649 54.2 B30 94.1 649 47.4 830 94.1 649 66 in 132.1 757 140.0 65D 110.0 119.8 63fi 94.3 757 105.8 624 E2.5 757 96.1 814 73A 757 69.1 E06 680 757 842 600 55.0 757 79.0 593 472 757 78.2 891 41.3 757 7B1 Sal J 72 in 101.7 636 108.6 552 04.8 91.0 540 72.7 6313 80.1 530 63.8 878 72.2 521 565 638 88.5 514 50.9 636 82.3 508 42.4 635 572 500 38.3 636 55.3 497 31.5 636 552 497 7B In 86.5 571 SA 498 72.1 76.8 468 6 . 571 67.4 09 5{.1 571 60.6 471 46.0 571 fi5.5 464 43.2 571 5f.8 a59 3s.0 571 f7.0' {51 SD.9 671 44.8 447 27.0 671 M.6 418 781n 11.0 142 83.4 474 66.7 7DA 455 37.1 642 62.1 45a 60.0 542 55.7 419 44.4 542 51.0 442 40.0 542. 475 437 33.3 542 42.9 429 286 542 40.6 425 25.0 642 40.1 423 001n 62.1 40T 53.7 381 43.4 1 45.4 355 372 407 39.8 549 32.5 407 25.3 343 28.9 407 MI 338 25.0 407 29.8 338 21.7 407 28.1 327 1B.e 407 24.1 372 10.3 407 23.0 319 428 355 44.1 320 35.8 372 S14 30.7 358 32.4 309 28.8 358 28.8 304 23.11 353 25.1 300 21.5 358 24.0 296 179 356 21.0 2B9 15.3 358 192IN h 20.1 283 30.8 255 25.1 3 2LD 251 21.5 263 222.6 247 18.8 28379.9 24d 187 283 18,0 240 151 283 165 2371111n 27.8 267 �.3 242 23.1 7 23.8 238 19.8 287 20.6 235 17.3 287 183 231 15.4 207 10.5 225 120In 22.0 229 223 209 10.3 B 1E.B 205 16.7 229 162 202 Anchor Capacity Table 111I SuDeDate: 21k Cowreta 3.5k C...c. I Hdlew CMU I Film CW PT Wood Mehl Anchor Clip Patterns AnchorType: 3/16' Elan (1la- 1w Efna Um-3116• 5/16'Elw Ulbawb Sw Ultr w V4' E'ee Uibabw 11V SS Elco AnmGatri 5116•Elbo lmrabbn 1/4°SS EicO A29MGM Woewd SC-(05) 612S1ee1 a.-035) 012 Seel B--(G5) Ede Dlslanw MT 1• 2.11P 1' 2.1r2 3-11T 1' 2-1/2' 1' 2-112• 2• SAW 2' 0.48- 0.54• 0.32V Embedment M7 13/4• I-W 1-3/4' 1.914- 7 1-W 1-114' 1-1/4' 1.114' 1-1/4• 1.114' 2' 13/s• f-m lades 2AnthomQ4.75'Mbi O.C. l Stwdatdor085d Clip".1t Sao b9 38D 0s 4501W 6901bs 16440. 2701be 2601DS 354 D. 740165 37411e 6541bs 946IDs 341 lbs 442 Ibs 5606s 4 Ancfals 1.1T MIn. O.C. / Smndmd (a 0E1d) up (F'41. 26 480 It. 700 it. NIA NIA WA NIA 35010a WA NIA WA NIA WA 66216s 885 1120 m4 4 M® CMrs 3' Min. O.C. I (2) 2a5 Angle Clips / (R9. 37 780 Its 780Its 660 roe 1560Ibs 189616s W It. SOD Ibs WA 760105 740 ft 880Ibs 15921 W 66216a bs 11201n _ Q 0.45' MIn.O.C. / U-CIp, In10.125 Alan. (Fig.4}; WA WA WA WA WA N/A NIA N/A NIA WA WA WA NIA 715 bm PEE 1 Ancl,arl F-Cllp(FIO. Sy 1.,bS 195Its 225 the 445 Ls 622 Ns 1351M 140Iba 1T71Da 370Ibs 18710s 3321bs 4Tl IDS 17010e 22111n 200Ibs 2 AnchorsQ 1.15•Mtn. O.CI F-alp fRO. 6): 240 Its 3501ta WA NIA WA WA 1901bs N/A N/A WA WA WA b116c 4621bs 5001ba kPIUMUK U: AVIITA JU Affl (OP,,,-.)X \ ANCHOR CAP.,„,, -) = ANCHOR CAP.- `MULLION CAP.,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USETHE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANUAKU GLIK i D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET24. � FIGURE I: FIGURE2- TABLE NOTES: --j 1.000" r O 0 1) SEE SHEET 1-FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.750" a-�_L DIMENSIONALHOLES TO BE DRILLED IN THE FIELD FOLLOWING RESTRICTIONS SHOWN ON SHEETS 21-23. O FIGURES SHOW SUGGESTED, APPROXIMATEOLELOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. - 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED X CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' rI1�--�I� I • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126"THICKTHREADS BEYOND AT R 10 1• X 2.75° X.650' MULLION LL.�-J A�18- SOS. OS.S.SCREW T EMATERIAL. #10 8 #1NCHOR INTO WOOD MAYBE STEEL, PRODUCT REVISED as complying with the Flodda Dullding Cade NOA-No. 17-0630.01 Expiration Date 05/26/2021 11t%111 f)rl ,',,, ....... N4,f '• IyCENSF'• ��(� * •r� 110.58705 �'.• ATEO �i�(�3S•'• R;OR10P...', 0 '',is101VAL 1EN\�. A. LYlJNI MILLER, P.E. FL P.E.# 58705 TABLE AA Mullion Capacity Table Qbsel Opening Width (for vorfiralVspaming mulioGs) or Opening Height (for I, r cnts%'-sparing mullions) - 6D In 60 in TO In BO in so In t00 in 12D h 140 to 1601. 1 " x 3.125"x Rectangular lnadng. TraprF am Loadng Rectangular Leadng napridang. L.Ang Radenw1w L-dng Tnu Mang. Lowing Recten9idnr Loading Tr•p/Td.g. Laadmg ReotangWer Loadag TrapRdan9• Leadng RaelargAer Lmifng T1ep/Tdang. Le3dhg Rec�npulm loadrg Trep/Tdang. Leading Pecbnguler Leading TrapTrlang. Loading Rectargaler Leading 1tepRdang. Leading Tube Mull .600" Alum[170.� i• a A a z' 9G k,S =� �• _ cs S a ��+ P oaf55 =E % cl a SAS }q L• c'5 % _� r �8 a _ a �S o t��EBB. .r a oc u b a " .$!' m- a9 <- a a 4� w as ztz�z �u a n .. B a' r a Sg y ,a g a e� �� a R a" 42 in 620 170.0 435 170.0 7" 170.0 478 170.0 868 170.0 5M 170.0 BB2 17UD 619 170.0 1118 170.a 521 170.0 1240 170.0 S21 170.0 1488 170.0 521 170.0 173s 1T0.0 521 154.4 t6D2 170.0 521 481n 708 170.0 524 170.0 550 170.0 584 170.0 992 170.0 630 1700 1133 17D.D 661 1-1 1275 170.0 6TT 170.0 1417 170.0 680 157J 15W 170.0 680 135.1 1577 170.0 WO 118.2 1577 170.0 680 50.625In 170.0 747 170.g 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1165 170.0 723 170.0 1345 17010 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1494 170.0 758 100.3 1495 170.0 756 54 in 170.0 7W 170.D 6/2 170.0 856 170.0 891 170.0 1116 17DD 764 170.0 1275 170.D 863 166.1 14M 170.0 337 149.5 1401 110.0 856 124.6 1401 170A 861 106.0 1401 170.0 W1 93.4 1401 170.0 W1 601. 170.0 685 170.0 701 170.0 1003 170.0 797 15A5 1158 170.D 978 138.7 1168 167.0 028 123.3 1156 15e.5 917 111.0 1156 149.7 910 92.5 115E 144.5 903 79.3 1156 144.5 9G1 69.4 1153 144.5 W3 63 In 170.0 930 1TO.0 745 159.8 1049 170.0 850 137.0 1019 155.5 NO 119.5 1049 141.7 846 106.5 1049 1320 W6 95.9 1049 125.5 628 TB.s 100 119.3 8M - 634 1049 118.9 Big 599 1040 118.9 818 r � BBh 168.E 955 170.0 78B 179.0 -855 151.3 804 +19.1 955 1337 T88 1042 9:d 121.4 775 92.8 955 1128 785 .34 83.4 955 108.4 757 89.5 955 BB9 740 ti9.8 955 88.7 74e 521 956 98.7 746 L j 72 to 128.E 803 1148 697 t0T.0 �(13 114.9 882 81.8 603 101.1 670 W.3 603 B12 859 71A 803 W9 6/9 803 788 fi42 515 881 722 672 449 803 69.8 '626 40.1 B03 f,8.7 827 781n 1092 721 114.1 620 81.0 721 97.0 616 76.0 721 85.1 M5 721 76.5 595 eO.7 721 70.1 586 U.6 721 65.4 579 45.5 721 69.4 569 39.0 721 58.8 564 34.1 70 58,1 SM 78 h 101.0 634 105.4 599 84.2 684 $9.4 567 722 684 76.4 576 684 70A W7 56.1 684 64.4 858 $0.5 684 5sA 551 421 684 54.1 541 30.1 684 51.3 536 31.6 684 50.6 534 Win 89.8 514 67.3 456 54.8 614 57.3 448 47.0 614 50.0 440 514 to 433 36.6 514 40.6 42T 32.9 514 37.3 421 27A 614 33.0 412 74.5 514 3DA 408 203 514 29.0 403 96In 54.2 452 55.7 404 452 452 47.0 396 38.7 452 49.0 390 r2tg 452 36A 384 30.1 452 329 370 27.1 452 30.3 373 22.6 452 28.6 3e5 19.4 452 242 359 189 452 22.8 355 106h 38.1 357 38.9 322 31.7 357 7-7 317 27.2 357 284 312 367 252 308 21A 357 22.7 303 19.0 357 20.8 299 1&0 357 ISO 293 13.6 357 102 287 11.9 357 15.0 283 111 61 35.1 338 35.8 309 29.2 3W 3al 301 25.0 338 26.1 296 338 23A 292 195 338 20.8 28a 7T.5 338 10.0 284 14.6 338 10.5 278 125 338 14.8 273 11.0 338 13.6 259 1201n 27.7 28- 26.2 263 2S1 283 23.7 258 19.8 289 2(I.5 7S0 17.3 269 1&1 252 15.4 289 16.3 249 13.9 289 149 246 11.6 's89 12.8 240 1 9.B 28g 14.4 238 &7 289 10.4 232 Anchor CapadqTable(lbs) 5uba Ind. 27K Corxrde 35K Conc. I Halm CMU FlOea C51U PTWow mdal Anchor Cllp Patterns Anche Ins Elcolmracm v4•utcoubacon 5'15'prn UOrdcon 3rls Elco untaon vb•Etounraeon Va^59 Exo AggZIS E11 Y1E oco U1Cacon V4'SS FJco A'S1F11r 1N0 stew Scnw1111 at2 $feel IM$1111 Ail Stra°I 012 1161 Edge Distance 9nt 1' 242' 1^ 2-1rr 3.10 1 V 2-VT V 21/2' 7 1 341fr 7 0.49' 1 D.W 0.32t EmOenne4d 1a4- 1&R Win 1-314' T 1-1/4• 1-V4' 1-1/4' t-1/S' 1-1/M 1414' 7 I-W 15r6' Vales 2Anchm g4.75'MIn0.C./ Slan3arda0lbet ClIp OTg 1) S90Ls WO to 450 Ots 890IbS 1SUWS 270 JbS 26D Ibo 354 Me 7401re 374 IIn 6641m B4alt4 4 Arches t01.15-Mh D.G/Startdard (orOlaet)CBp g2) 4B1 hs 700 gs N/A 18A NIA WA 3YD Ibs NIA N1A 141A WA WA 4AMtoM@ r Mr. O.C. I(2) W Ar421eC1ps/�1g 3) 7W es 78009 6W Ibs IBMIIS 1698Ib9 640lbs SW Ios NIA 760105 748 Los em ft 18928a bsup, Info.125'AWm lFig d) N7A WA NIA NIA NIA WA WA NIA IUA N/A WA WA H 1073Im 1 Awtarl FCBP(Rg 5) 11111, 111114s 221i111, 44111, 822@4 1351h5 1d01a; 1771tss 370IM 187 lbs 332 IM 4731m 2 AnU0n g 1.15' Mr. O.CJ FCnp(Fin R 2A'1 hs 3501ts NIA WA 14/A WA 19D Ita NIA WA6s 56016s NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUtS AS I Ht b IArvuArcu t;Ur. (DP,) X(MUANCHOR CAP.=ANCHOR CAP.„, LLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 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. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROU-i FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL. #1D & #12 ANCHORS INTO WOOD MAYBE STEEL, 1" S.S. OR 41 D S.S. PRODUCT REVISED as comp)yin with the Florida Building Cade NOA-No. 17-0630.01 Expiration Date 05126/2021 By YLY )oN .... "I'v No.58705 •-13 SATE �"1, '0NAL E�.�`• A.1l!YNNIM1dAEA,P.E. FL P.E.# 58705 TARI F RA Mulilon Capacity Table (Ibstre) Opening Width (torvert)raly-sparring mll0ion s) or Opening Height (tor hotlzordelysparailrg mullions) 50 in 60h 70(n 001n 901n f00m 120 in 140In He In lx4x.125 Reetanpllar Letn6ng TreplTdanO• Laadng RectangWar Loading 1tapRdalg• Loadng RsdanOWer Loading Trepilla ti. Lasing RecYmipW., Loading TaplTdanR. Laad g ReclangWor Losing TreplTion9. Loadng Peetangdor Loafing T7a4dlhang. Loading Rect olar Loadng TrapfTdan9. Looting RactaroalaI Lowing TmplTdaa9. Lnsdng Redanp0ar Loafing Trep7d.0. Loafing Alum.Tuhe Mslillon v 3 `_� is &a XX" 3.- $ .�$ Sa a�. a�g ¢ p S£ Se A�. s� 6K = g� f �� iBi fY _E� is �� gcr K t o6 �a S., S ya��• am __� m ce. 8 Q`� '�0-. IL as c g aA c� ¢K m.. 1 9B a'. .s r &•_ P £.. .'.. 421t 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.01 606 170.0 992 170.01 Sig 170.0 1118 vao fiat IM.D 1240 170.01 521 170.0 14M 170.01 521 145.6 1409 170.0 S21 IVA 1489 170,0 621 481n 170.0 708 170.0 624 170.0 85D 170.0 634 170.0 092 170.0 630 170.0 1133 170.01 661 170.0 1275 170.0 677 150.3 1303 170.D 1 680 1 1303 13M 170.0 We 111.7 1303 170.0 W 97.7 I= 170.01 00 50.6251. 170.0 T47 170.0 663 170.0 896 170.0 931 170.0 10" 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 74-1 140.5 1235 170.0 758 117.1 1235 170.0 756 100A 1235 170.0 756 87.8 1=5 170.0 766 Silt 170.0 797 170.0 612 170.0 956 170.0 691 170.0 11% t70.0 754 IM.4 115a 17MO 803 1372 1158 170.0 637 123.6 1156 170.0 556 1029 1158 170.0 861 88.2 1158 IMA B61 77.2 ima 170.0 061 601n 110.0 885 170.0 701 166.7 1D42 171.0 797 142.9 1042 f61.1 832 125.1 1042 1467 B15 1112 1042 1368 WI 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1D42 125.1 782 623 1042 125.1 782 B31n 170.0 930 170A 745 1572 992 163.E 918 139E 992 144.4 799 113A 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 758 75.a 293 108.4 743 81.8 992 108.0 71456.7 992 10fl0 7{{ %In 195A 947 170.0 7a9 137.8 947 148.0 780 IISA 947 130.3 75B 103.4 847 117.7 752 913 947 108.7 738 827 947 1g22 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 540 711 C 72 in 135.9 649 1427 737 I= 849 121.6 722 97.0 US 108.9 700 84.9 849 99A 698 75.5 049 883 6B6 67.9 840 82.7 675 56.6 649' 75.3 B59 48.5 B49 72.5 652 4" 80 724 651 761n 116.5 762 120.7 665 86.3 762 1026 652 825 762 90.0 64D 722 762 80.9 629 64.2 762 742 SM 57.8 762 992 613 481 762 62.8 602 41.3 762 6919 697 3S.1 762 59A 599 0 781. USA 77A 111.4 634 $9.0 724 94.6 621 76.3 T24 82.9 609 66.1 724 74.4 599 59.4 724 68.4 591 53.4 724 63.A 553 64.5 724 67.3 57; 36.2 724 54.3 567 33.4 724 53.5 50 SON 69.0 043 71.8 433 50.0 543 60.7 474 49.7 543 62.9 465 43.5 543 47.1 458 38.6 643 42.8 452 34.8 543 39S 446 29.0 543 34.9 438 24.8 543 32-1 430 21.7 643 30.7 4W 981n 57.3 478 68.9 427 47.8 478 49.7 419 40.9 479 43.2 412 36.8 478 35.5 405 31.8 478 34.8 400 20.7 47a 320 395 23.9 478 28.1 3% 20.5 478 25.6 380 17-2 478 24.2 376 108 M 40.3 377 41.1 341 33.5 377 34.6 335 26.8 377 30.0 330 25.2 377 28.6 325 224 377 24.0 321 20.1 37'I 22.0 317 MS 377 19.0 310 14.4 377 17.1 304 Ill in 37.1 367 37.8 323 30.9 357 31A 318 26.5 357 27.6 313 23.2 317 a4.4 311 20.8 357 220 305 l&5 357 2a.1 301 15.4 357 17.4 294 120 in 29.3 308 29.8 279 24.6 906 -1 2. 21.0 308 21.7 270 11.3 306 192 267 1fi.3 306 173 263 144N 17.0 212 11.2 1% TARI F RR Anchor CaPacitv Table Ibs SUDstmta: 27k Co-- 3.5k Coro. 1 14.1- CMU FI7ed CI3U FT Woad Metal Anchor COp Patteme AndwType' 3116' E. u1buan 714' Elco UOracon 91s' Ell, ulbawn Xlia- El. (r .. Ix Eko Urdaccn 1W SS Eka AfmmGsmr 511T Elea Ubacan lbr 89 Eico ADc.Gatw ". Steel a. -(as) Nit etsd So-(G5) 1112 Steel S.-(05) Edge DlsImce(m7 1' 2-12' 1- 2-Mr 3-118• i' 2-10 1' 2-IM' 2' 3.118' Y 0.48' 0.54- 0.21W Embedment any 1�14' 1•`Y4' 1-3/4- 1-314' 2' 1-1/4- 1-1/4' 1-1/4' 1-1/4' 1-1/4' 1-114' 2' 1.918' I-W modes 2Aneh..AIJS'M61.O.C.15tendsrdar DBaet Cllp(Fig. 162k 390lba 3901ht 450Ibs 8901ba 1644lbs 270 IN -=I. 354IN 740IN 3741a 664IN 9461N 341 IN 4421N 660IN 4 Ancb= 2.25'Mln.O.C./ SMndsrd(or Onset) Clip (Fig. 3k 700M 70D Ibs 580 ins 1410lbs 952 Ibs WA 560 IN NIA 630 roe WA BSalbs WA 6821bs B85 lb. 1120 IN. 8 Altch- 1.15Min. O.C. 16mnd•d(or011set) Cilp(Fig. 4k 960 ins 1400 IN WA WA NIA WA 760 Ibs WA WA WA WA WA 13631Ds ITle its 2240 IN, 4 Ancirors 0 3" Un. O.C.I (2) 245Angla Clips I (F®. 5k 7801N 78D 0ts 680 ba 15601bs 1896IN 5401bs 6601bs NIA 7601bs 74B IN 8801ba 18921bs 682 INUftl bs 6 AncWrs ® 3" Min. O.C. / R) 735Angle [lips 1(F0. R 11701M 1170 Its 1020IDs 2340lbs 2844 its 810 lbs 8401ba NIA 114D Ibs 1122 IN iri0lbs 28361bs 1022Itobs 4 Amhors®0.45" Mh. O.0 / 11431p, into .125' AafOf. (Fig. 7k WA WA WA WA WA WA WA N!A WA WA WA WA WA 2Anr3mla ®2.25' Mn. O.C.f F-Q1p (Fl0. ek 350Ibs 950 Ds 280 ba 7051bs 478 D1a WA 2801ba N/q 315 its WA 440 ins WA 347 bss 4Andlom 0 1.15" MIn. O.C.1 Faip (Pa. Sk 4801 W^ 100I1s WA NIA WA WA 3BO Ihs WA WA N/A WA WA 662 Itsbs NOTE FOR THE OFFSET CLIP, U5E THE SAMto ANCHUR PA ILHN ANU ANUHUK VALUtS AS' I HC S IAIVUAKU ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR_ANCHOR CAP.,a, USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WREN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 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 LOADNG. SEE • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE7. SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • • SHALL OW CONCRETE BLOCK UNIT (CMU) PINE WITH AN SG OF UM AND OF.125"THICK LFTHICK BEUGE). STRUCTT5 STUDS TSOUTHEO BE A MINIMUM GRADE AND .045. 5' TH CK (1 GAL URAL TEFL TO BEAT LEAST.125UM ANGLE CLIP (FIGURES 5&8) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S. 4.000- 125' 1•xb°x.1z? MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 LYNN ��.. t ' aceNs * := No.58705 ' i` SATE 'I, 'OVAL 'E �. A. LiNIMILUafR P.E. FL P.E.# 58705 TABLE 7A Mullion Capacity Table IbsAt) Opening Width (for vertfooliy-9pa11nilg muhons) or Opening Height (for harizMr1g1 ysparU lhg muU1ons) So In 601. 70In so In 9D In 1001n 12a In 140 (n 1601n 1 x4 x.375 Alum. Tube Reetongulat Loading Tap/7dan0• Lading Reanng.%, Loading YMP17anng. Loading Rmmn2w Loading 7tnPIN 9. Loadng Redstgdar Loadng Trep71dang. Loading Redan9ular Iaadhg Tnprrdang. Lowing Rectangular L dng tra{UTdag. Leading Rectangular Loadrg Trapndang. Loading Rectergular- Laadng TetpRAeng. Lowing RedmlpNw Loafing TnpfTrianO. LosdnD &"T" Mugion go 4. ¢ 2i3$ e "El5�5�1 d`¢ ae {3$ Gay _5S_ f�� c d•� d`¢ S_6 Sc ¢ �� fa d`O¢I _ 99 �5E d` �'� �e ¢`¢ 6L$1' �c � 3� S sc `3 d¢ � Ee � g s'�. IS a¢ 8 Ec a d`ay 6� a'c a� d� U£ �e d"¢: �� IIs ke ¢re 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170A See 170.0 992 170.0 Sig 170A 1116 170.0 521 170.0 1240 170.0 521 170.0 1MB 170.0 621 170.0 1735 170.D 521 170.0 1983 170.0 521 48In 170.0 708 170.0 524 170.0 550 170.0 5B4 170.0 992 170.0 530 170.0 1133 170.0 661 170.0 1275 170.D 677 17D.0 1417 170.0 SO 170.0 1700 170.0 We IM.0 ISO 170.0 BBO 151.8 2024 170.0 580 50.625In 170.0 747 170.0 SB7 170.0 898 170A 631 17D.0 1046 170.0 694 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 170.0 170S 170.0 756 158.0 1919 170.0 756 136.6 1019 1T0A 756 541. 170.0 797 170.0 1112 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.D 803 170.0 1434 170.0 937 170.0 1594 170.D 855 159.9 1799 170.0 861 137.1 1799 170.0 881 120.0 1799 170.0 861 601n t70.0 886 170.0 701 170A 1067 170.0 797 170.0 1140 770.0 078 170.0 1417 170.0 914 110.0 1f54 170,0 996 155.5 1619 170.0 1933 129.6 1619 170.0 1063 111.0 1619 170,0 1063 B72 181e 170.0 1053 67 in 170.0 830 170,0 745 170.0 1116 170.0. 650 170.0 1302 170.0 9!0 170.0 1488 170.0 1015 756.7 1542 170.0 1076 741.0 1642 170.0 1122 117.5 i542 16B.5 7158 100.7 1542 167.8 1157 88.1 1512 167A 1157 {, 6'o In 170.0 074 179.0 769 170.0 1189 170.0 903 170.0 1364 170.0 1002 160.E 1412 170.0 1086 142.8 1472 168.8 1148 1285 1472 158.8 1130 197.1 1472 147.8 1109 91.8 1472 140.0 1104 80.3 1472 146.0 1104 9 721n 170.D 1063 179.0 87a 170.0 1275 170.0 1009. 15D.8 1320 -166.2 lIDf 132-0 1370 149.9 I= 117.3 1320 137.E 1D66 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75,4 1320 112.6 1013 66.0 1323 1125 1012 vJ 761n 170.0 1122 170.0 937 140.6 11" 159.4 NIS 128.2 1184 139.9 994 1122 1184 125.7 978 99.7 1184 115.3 694 89.8 1184 107.9 952 74.8 1184 97.6 935 64.1 1184 93.1 927 58.1 1184 92.3 025 781n 166.1 1124 170.0 .7 138.4 11. 147.0 965 118.6 11. 126.8 141 1.. 11. 116.6 .1 92.3 1124 ID1.8 618 ..0 11.985 90G 692 172E 69A 880 59,7 1124 84.3 Bet S1.B 1124 832 B78 90 in 10t.1 844 1115 750 90.1 BM D4.3 736 77.2 844 UZI 724 67.6 844 73.3 N2 SDA 844 66.5 702 54.0 W 61.4 693 45.0 844 54.2 678 38.6 B/4 50.0 868 338 844 47.7 662 96 In 89.1 742 91.6 663 74.2 742 77.2 652 636 742 67.2 641 55.7 742 59.8 831 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 Sao 31.6 742 39.9 690 1 27.8 742 37.6 584 7OBpt 62.6 US 63.9 530 621 566 63.8 521 44.7 586 46.6 513 39.1 686 41.4 505 34.8 SB 37.3 4971 31.3 586 342 492 MI 586 29.6- 481 22.7 588 28.9 472 19.6 686 24.7 466 Ill 1. 57.6 535 58.8 SM 4a0 555 415 495 412 655 429 487 36,0 555 38.0 490 12.0 60 342 473 26.8 696 31.3 467 24.0 655 27.1 457 20.6 555 24.3 648 16.0 555 224 442 1201n M.fi 476 48.4 433 38.0 475 39.0 426 32.A 475 337 420 2B.5 475 29.8 414 25.3 475 26.5 409 228 475 24.5 404 19.0 475 21.1 391 16.3 47v 1a7 387, 14.3 475 17.2 381 1441. 20.4 330 29.7 305 22.0 330 22.4 701 10.9 330 113 297 15.5 330 17.0 293 TARLF 7H Anchor Capacftv Table Obs)' Subshate: 2.7k CWcrete 3.5k Ceno. Hallew CMU Filed CMU PT Wmd Mew Anchor Cllp PPatterns9) Arr]wrtype: 3116•FhotBtrmaar 1lP Eieo UBreean 5118'Eto I9"can 3If6'Bco Ulraaon t!d`EEO L71Cecm 1!4'SSMcd AggieCa r 5/16-Ele' LU-on 114-SSE"' AggmGa r alosleel S,w (G al26tee1 S-(G5) 0125fed Scnm(M) Edge timance 9nk 1• 2.10 7' 2-12 3.118- 1' 2-12' 1- 2.117 2' 3-118• 2• 0.46` D.St' 0.324' Enttednen OnT l-w4• 1-Y40 734' t-3/4' 2' 1-L4- 1-114' 1•1/4' 7-7/4' 1414• 1.114' 2` 11w i-a/H' Lades 2Anchos C 4.75' Min. O.C. / Standard w Orew CUp (Fig. 1&2p 3901bs 390lbs 4501bs 890lbs 16441bB 2701bs 280 Its 354 ms 7401bs 3741M 664 Its 940 We 341 fib, 4421bs 580 8n 4 AMU= Q 2.25 Min. O.0 / Standord (w Orset) CUP Pg. 3p 700 Un 700 lb. 580IM 141D it, 852 Ibs WA 3W I" WA 630 Ws WA Sao fits WA 682lhs 8851bs 1120 a. BArch- 14 1.15' I'll. D.C. / Slsndsrd (or Orsel) CUP Pg. 41 OW lbs 14001ba NIA WA NIA WA 780 Its WA WA WA N/A WA 1363 to 1770 lbs 2240 bs 4 grelmrm Q4 3' Min O.C. / W 2e5 Angle Clips I (Fig. 5t 780lbs 790IM 680Im 1980 Ibs 18BB WB SSO Ibs 51111, NIA ISO 11, 1111. 880 IC lam hI 6821bc 8851bc t120 I. 6 Archon, 4D 3' Min. O.C. / C-0 2s5 AnW, Ofps I (Fig. 6P 117C Ibs 11701bs 10M NO 2340IOs 2844 Ibs Bt0 ass 8601bs WA 11401Fa f 112 gn 13201ha 28� Ibs f022 6n 13271bs 1680 Wa 4 ArtcUws00A5'Mtt. O.C. /llUip lnto.116'AWm. (Ella. 7j WA WA WA WA WA WA WA WA WA WA NIA WA WA WA 1430Ibe 2 Arch-0225'Mn. O.C/F-CIII, q.ej 350 ms 3591ha 290 Ws T0510a 4780a WA 280 IEc WA 3158n WA 440 ks WA 317 ibs 44211s 5601ba 4 Anthers C l.75Min. O.C/ Flip(Fig. 9t 480Its 7001bs WA WA NIA WA 380IDs WA WA WA NIA WA 682 Un; 885 fbs 11101h8 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE I: FIGURE2: FIGURE 3: FIGURE 4-. FIGURE6: FIGURES: • • • • • • • • • • • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. (DP„m)X (ANCHOR GAP.,,,,„„\ _ANCHOR CAP... MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND.046" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 SS. OR 410 S.S. 1. rrr r11 i i i i 11r � i i PRODUCT REVISED as complylny with the Florida Building Code NDA-No. 17-0630.01 Expiration Date 05126/2021 Lyk/v _ NO. 587D5 �0�• s �' FONAL �- A. L7/YFiV mj4h!< , P.E. FL P.E.# 58705 I TARI F RA Mullion rapacity Table Ib.V Opening Width (torveNraly-spanrdrlg mullions) or Opening Height (torbodwr1t697-spaming mullions) 5o N Go In 70In 80 N 90 N 100 N 1201n 140 N 1601n 125" x 3.186" x Rectangdar Loading Treprild . Wadng Rectcngdar. LoadnO 7 prrdang• LuaWn9 RecmnguW Loatling Tmplidang. Waring Roomn9dar Loadn9 11prhlan9. Lwdng fiecte"ULI L0adn9 Tmprrdang. Waring Redangdaz Loading Loadn9dng Traprrdang.[V�A' gdar Trap/TdanD- L-i g Recten0. Inading Trap/rdan0 Loading Redml9ulor LoadnO TmpMmg. Loading .265" Alum Tube MuO .S R a Bi8 S @ n a• �� . a E_ r ,S 8 ,S �• a a R ga� '342in a �d� r g t3� x 8 �e S �� �' `A s� a g E7 a `�S c4ef3� 8 92 8 2.,�G5JaVb"- G a9 8 a� 170.0 020 170.0 435 IMA 744 170.0 478 171.1) 868 170.0 508 170.0 992 170.D 519 170.0 1116 170.0 621 170.0 1240 170.0 521 1488 170.0 521 170.0 1735 170.0 521 151.8 1799 170.0 521 481n 170.0 708 170.0 bN 17o,0 a50 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 W 170.0 1275 170.0 677 170.0 1417 170.0 S80 154.8 150 17U 680 132.7 1545 170.0 880 116.1 f546 170.0 680 50.625in 170.0 747 170.0 563 170.0 895 170.0 631 170.0 1046 170.0 694 170.D 1195 1711.0 723 170.0 1345 170.0 747 167.0 1460 170.0 756 139.2 1468 170.0 755 1193 1468 17D.0 756 1DIA 14SB 170.0 75a 54 N 170.0 797 170.0 612 170.0 959 170.0 691 170.0 1116 170.0 764 I= 12M 170.0 803 163.1 1376 170.13 937 14e.8 1316 170.0 855 1223 1376 170 u 851 104.8 1376 170.0 861 91.7 1376 170.0 861 6U in 170.0 685 17D.0 701 170.0 1053 170.0 797 158.9 1158 170.0 676 139.0 115a 167.4 930 10.6 1158 156.8 919 1112 1155 150.0 912 927 1158 144.8 9C5 79.4 1163 144.8 9M 69.5 1158 144.8 905 631n 170.0 911 170.0 745 160.1 1051 170.0 850 1372 1061 155.9 862 120.1 1051 142.0 849 105.7 1051 1323 a37 MI 1051 125.7 830 80.1 1051 119Z 622 866 1051 110.1 821 60.0 1051 119.1 821 66In 167.1 967 170.0 789 130.1 957 151.6 805 119.4 957 134.0 7g0 104.4 957 121.6 '/77 92.8 957 1128 767 83.6 957 106.6 759 69.6 967 100.0 750 69.7 957 08.9 748 S2.2 957 98.9 748 m 721n 128.7 804 1352 698 107.3 604 1152 684 91.9 8% 101.3 671 00.4 834 91.4 660 71.5 904 84A 650 84.4 804 79.8 643 53.8 804 723 633 4&0 &W 69.9 629 40.2 804 69.8 628 761n 109.4 722 114.4 630 912 722 972 618 78.2 722 863 606 68.1 722 7&7 596 60.8 722 70.3 58B 54:7 722 BSS Sao 45.8 TR 69.5 570 39.1 772 56.7 565 342 772 662 E64 78 in 101.2 665 105.0 $00 e4.4 685 89.6 538 723 685 78.5 577 63.3 685 70.5 868 562 685 64.5 56D 60.6 665 60.1 553 422 685 64,3 543 36.2 685 61.4 637 31.6 685 50.7 536 80 N 65.9 615 W.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 516 44.7 434 36.6 515 40.6 423 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 961n 54.3 453 558 404 45.3 453 47.1 397 39.8 453 41.0 391 33.9 453 36A 385 112 453 33.0 379 27.2 453 3DA 374 22.6 453 2&6 30 19.4 453 24.3 360 17.0 453 22.9 356 10B In 38.1 35B 39.0 323 31.8 356 328 318 27.2 35B 2&4 313 23.8 358 252 309 212 358 2L7 304 19.1 3M 2Ds 300 15.9 358 10.0 20 III In 35.1 338 358 306 29.3 338 30.1 301 25A 338 2&f 297 220 336 232 293 19.5 33 220.9 289 17.6 338 im 265 120 N 77.8 290 26.3 264 23.2 290 218 260 19.9 Z90 20.6 258 17.4 290 182 253 15.4 290 15.4 249 144N 161 201 1B3 186 TABLE HH AnchorCs city Table (lbs) substrata 27K CO1xree 3.5¢Cox. I No- Cmu tli letl LMU PTLVmd Mtla AnehoiClip Pat�mE AnOcrti(15 Edge pstarCe (In) MO Blco Ulnacon uB EL'o I.I. l 5/18•Be0 u4mm 3NFEicolftrdvl v4'fScoUIYL[GI v4'SS EI00516• AggreGator Boo Ile- 1/4'SS Eko Aggr Ccs 1110 Sir. Scaur(W) O12SUel Screv(G5) A1261�1 Screw t• 2-V2 1' 2-v7 SIB P Z-v2 P 2-vZ 7 5178° 7 0.46' 48C 0.32a• Enit:egl n 1314" I-Wr 13/4• 1314' 2' 1-Ve 1-vC 1.114' 1-vr 1-1/4' 1-114' 2 1-✓B• 13B• Mies 2AnchmS g 475' S11n O.C. / Stardetd Or O$ei CAp Q19 1) - bs 390IN 4501t9 sm Ibi 76441bt 7r0 bs 2m m 354 W 7401bs 374Ibs E641t6 948 � 311 Ins 442 tb5 '.£D 56 4Arcnosg mb• Min O.C. I Stmana(0rC0 a) cgp(no a moo. 7LV Ibi NIA WA IVA N/A 3W tX NIA WA NIA WA WA 682 tin B951bs 11201ts 4Amnm g 3• Min. O.C.1 (2) 2c5Ar9L Ceps 1(H(; 3) 730 ms 780 as 6B0 8ss imo Its 1896 ms 540I05 Em � WA MOM 743 lbs 8m ms 1892 0s m Ins 885 5s 412D ds d A1cMi7 Q 0.45" Mr. O.C. / U.Ufp, IMo.126'Alum (FI); 47 NIA WA NIA WA N/A NIA WA NIA NIA N/A WA WA NIA WA 1430 N7 1 AMWFI F4:8p(R05j 195 Its 195 Ilia 2251bs g451os 8721b9 135 N3 1409s 177lbs 370lbs 1871bs sm11), 4731ts 170 Its 221M ZBO ps 2Ancnos Q 1.15r Min. O.CI F-Clp Mg.6): 240 bs. 3WIts NIA f9A NUL N7A 19005 NIA WA NA WA NIA 34110s d42 560Ibt FIGURE 1: FIGURE 2: FIGURE 3: ANGLE MUST ® ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 8: i s TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, (DP.) X ( ANCHOR CAP.--7 _ANCHOR CAP. - `MULLION CAP.,,,",,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXRAAAATE HOLE LOCATIONS. 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 WITH AN SG OF 0.55. ALUMINUM SHALL BE 6953-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 & 912 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR410 S.S. Q n L .- a rp co mog A a' M 0 X (D to c�i a Q 0 CL a a rp O � p .ob a2 �I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY Miami -Dad roduvt Cvn40I ATE 7 •'40RIOP,,•'G�C1\� A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 9A Mullion Capacity Tsblo (Ibsditr) Opening Width (taryerdCelM-Bpanrdng mullions) or Openla Helaht(for horizontally-epanning mullions) 60in so in 70 in e0N 90 in IS in 11D In 1401n 16D 411 1.26X3.25 X Rut.,,. Loadl� Ttaprrdeng. Laadln9 Reolmrgt, LondN9 7rap/Tdmg. Loe&rg Raclangelar U.4bp TmpTdarp. Leadnp Raemngsiar Loading Trop7 9. loadlrg RedanGib, Loading TrapT4ang. Loading R.atanyalar Wedinp TrapRdang. Larding Redangulel Loading TiapTdana Loading RaalmlGal. L.adinp TnpR4mg Laedina Reolangd. laednp T.VTdanp. LoedNg .100 Alum. Tube Muwmn 'a qqgg ^ 8'As¢ y§ ^ a d Sri .o 8 1 s' 8 y55 Y s 3 yypp dd ij '"g I s 4g t; 0 rR 8 ` 0 tppi a 421. 170.0 620 170.0 435 t70.0 744 170.0 478 170.0 asa 170.0 5DS 170.0 882 1100 519 171X 1116 170.0 521 153.3 1118 170.0 521 1277 1119 17D,D 521 109.5 1118 170.0 621 9SB 1118 170.0 521 491n 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 078 170.0 861 130.4 978 170.0 9TT 117.3 978 170.0 .080 0T.S 978 17D.0 Sao 818 978 170.0 680 713 978 1T0.0 112 50.525In 170.0 747 INA 503 1T0,0 89e 1T0.0 83f 110.7 127 170.0 B81 131.9 827 18&5 706 1172 927 159.1 69B 105i5 627 156.3 698 87.8 921 16&3 695 75.4 927 15e.3 695 Ball e27 156.3 S86 64N 170.0 7W 170.0 812 1645 608 170.0 691 132.6 889 163.8 fig] 115.8 Beg 10.8 669 109.0 869 134.0 BBD 92.7 669 129.0 85d 77.3 669 128.E 852 65.2 869 120.8 852 57.9 669 11&8 652 60N tU2 746 153.8 634 It&d 746 1323 820 1023 746 117.8 60B 89.5 74e 107.8 599 79.8 746 101.0 592 71.8 748 98.8 387 59.7 748 97.3 681 51.2 748 93,3 583 44.8 748 B33 683 § 63In 123.7 677 132.0 579 1011 677 1132 US 014 677 100.4 556 17.3 677 91A 548 86.7 677 05.2 539 61.9 077 81.0 534 51.6 677 77.0 529 44.2 677 76.7 52B 39.7 W7 76.7 S29 6611 107.6 517 114.1 530 89.7 617 67.6 519 76.9 SIT 813 609 87.3 617 763 See 59.8 617 72.6 494 all 917 68.7 469 ".8 617 64.4 40 38.4 617 63.7 482 316 SIT 63.7 492 J C 72b 829 fife 87.1 45U 69.1 518 74.2 440 89.2 518 Bat 432 61.8 516 58.8 425 49.1 518 642 419 41.4 S19 60.7 414 34.6 518 4&6 409 28.6 516 45.0 405 25.9 618 45.0 405 M TO it 70.6 465 73.7 40D 5&7 465 62.8 398 60.3 485 54.9 393 44.1 465 49A 394 3R2 465 45.3 87a 362 405 422 374 29.4 465 3&3 387 25.2 465 36.5 364 220 405 382 383 781n 652 441 68.0 387 54.3 441 57.7 379 48.8 441 Sell 372 40.0 441 46A 368 362 441 4/.6 360 32.6 441 38.7 356 272 441 34.9 340 23.3 441 33.1 24. 2014 441 32.7 346 all In 42.4 332 43.8 295 3&4 332 37.0 289 30.3 332 32.3 284 28.5 1 332 1 28.8 290 23.8 332 2fi.1 276 1 21.2 332 24.1 272 17.7 332 21.3 269 15.2 332 19A 262 13.3 332 IV 21 96 h 35.0 291 35.9 256 75.0 287 2$d 252 21.8 291 215 260 18.1 291 21.3 244 175 281 19.5 241 14.8 191 17.1 238 12b 291 16.8 232 108N 54.8 230 25.1 205 17.5 230 18.3 101 114 230 16.2 168 111N 12-1 218 2&1 sm, 141 18.2IaB 1.1 14.1 21a 14.9 166 Imin 17.9 187 1$2 167 TABLE 9B Anchar Capacity Table Vbs) Subshate: 2Tk Ca mle 3.5k Can.. Rogow cmu piled CMU PT Wood Metal Anchor COP Patterns AmhmTy[a 3/t6'Elco Ulmcon 1/4'FJca l9bmon 5/16' EIW U�oa1 3110'FJeo UlLmson 114"Elea Nlmeon 114' SS Elf Aggra Wer 5M8' Eke Utracon 114• SS Eoo AggreOalor "Steal Screw(G5) a12 Steel Sere IM) 012 6tetl SamW(GS) Edge Wlonce (In): r 2-I/r r 2-117 3.1/6• I- 2-1/r 1" 2-1/r 2- 3-1/8' r 0.46^ 0.54" 0.324^ Embedment lNx 1.314• 134• 114' 1-31C 2• 1-V4^ 1-114' 1-774' 1-1/4' 1-1147 iA14' r t378" !�W wdcs 2 Arcbom 494.15'MIIL O.G/6tendaN ar DO.el Clp (Fq. 1x 3901ba 3B0Ib. 450 m. 890 lb. 16445. 270lba 200lh. 354 ft 740lb. 374 lb. 664 ba 9403. 341 car 44210s 50021. 4 Anchom 54 1.15- Mlm O.C. / Standard (or Chat) Clip (Fig. 21 480lbs 700 Iba WA WA NIA WA 3W lb. WA NIA WA WA WA 682 Had 8851be 1120 m. 4 A EI,m 113^ Mln. O.C.111) 215 Angle Clips / (Fig. 3x 760 0.. 78D lb, ISO ba 15601ba 1896 Ibs 64016a S601b. WA 7001bs 748lb. 9B0 m. 16921ba get m. 8851b9 1120 Me 3 Mahon ®..OF in. O.C. I U4XIp, Into .100"Alum. Oil 4x WA N/A NIA NIA N/A WA WA NIA NIA NIA WA WA N/A NIA 9501h. 1 Anchar/F-0 pff.. fix 195IOs 1951bs 2250v 445 [be 8221be 135 Ill. 140It. ITT Ica 3701t. 1811Cs 3321h. 473 R. ITS 0s 2211ha 2601hs 2 Anchors® IAT Mfm O.C/'g Fig. 6x 24D Ms 3501bs NIA R/A WA WA 1W Pis WA NIA WA WA WA 341 ma 4421b 560 lbs FIGURE 1: FIGURE 2: 1 � r 16 FIGURE 3: FIGURE 4: FIGURES: m ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 6: 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. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: .ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.260' 3.260" ,100" 125" X 325' X.100" MULLION FOR FIELD -MULLED UNITS F--1.250"--•-I 3.260' .100• 1.25" X 3.25" X.100' MULLION FOR FACTORY -MULLED UNITS 9 PRODUCT REVISED as eomplying wlth the Florida Dullding Code NOA-No. 17-0630.01 E7rplratlon D.f.05/26/2021 ®m ............ * ; No. 56705 S .0 top,. A. LYP.E. FL P.E.# 68705 TABLE 10A t. 11 m mm mmmiml®m®®®�����®�1��� ��Iml Im" ®mm® �® ME mm��mm�m,mmmlm ��mm �mm®m®m�m�mm®�mmmmmm�m mm��mm�m.mm����m� TABLEIOB AnchorCepaclty Table Obs) Sutslydle 27k OxcWe 3.5t Cmc. N011aw O4U RUMaAU PTWmd MOM ARchorCNp Patterns Anchor lYpe 3.18'FJcd Ulasm 1/4°EcOUlUacon ylc Elco ulumon 0/1B [7co Utrxm Va'FYa UltWon U4'SS Bco A9geGd0r 5/16.17eo UDaem IWSSOco Aggr-Odor 01051td Scleu (G5) B12SIeel Scrw (G5) 1125kel Scrat pq Edge Clstarce0n' 1' 2.177 1° 2-1)7 3178' P 2-112' 1' 2-1/2' 7 3.118" 7 0.48' 0.54- 0.324' Embeanall n l V4' 1.Y4' 1d14' 1-014- r 1-1/4' 1-114- 1414' 1-1/4' 1-114" 1-114° 7 1-918" 1S•8' Salm 2 Anch—@4.79- Mtn O.C. l Ward= ar Olbei COp(R9. 1) 3901DS 39D IM 4501bs 6901DS tG441W 2701b5 2WIM 3541Ds 7401asfttVA14A 945 Ihs Sit IDS 4421m 56D Ito 4 Arnh=441.15'MIa O.G/ 8tatd3id(Or Of6ep CRP (Fig. 4 460 Ibs 700IDS WA NIA NIA NIA 3601ts NIA WA WA 68216s 9S5104 11211Ds 4Alx taa�3'M0.G 1(2) 2i5 Argle �pS I(F14 SY. 7801b9 783m 68D IDs 1590Im 1SMIbs 640&s 560IDs NIA 7601bS 1892Im 682IbS 8855 its 11211bs 3Ancipo p 0.54°MIn.O.C./ UL11p, Into.IOP AIUR(Fl9. 4)' NIA WA NIA WA NIA WA NIA NIA WA WA NIA WA 950 IDs 1 AlXllOf/FLllp (Fl9. `�' il♦5 Ws 195 225Ito 446 @s 822105 195 ms370im 473Ibs 1701bs 221IDS 280 Its 2AnMOM ® 1.15• W' O.CJ F-CI1p R9. 61: 240 ms 350 tB NIA WA NIA WA 19D Us WA WA WA 341 ms 44210e 66D 9s FIGURE 1: FIG URE 2: 0 — 0 0 1�—1 FIGURE 3: re. FIGURE 4: FIGURE 5: • 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. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 0 BE USED W PAIRS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF ,100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND • .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICKAND A36. ALL • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: =ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 12S X 3.25'X.624' 125'X 3.25' X.624° MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS PRODUCT REVISED as eompl Ing with the Florida Bullding Code NOA-No. 17-0630.01 Expiration [)ate QS/26/2021 ��•'L{CEN3F •'�4��% . No.58705� STA E 0(V�: t�''•:°tOAIDP. �� s c, NAL A 'L`YS111 MILLER P`E\ FL REA 58705 TARLE I I A -Mullion Capacity Table (lbaffe 0paning Width (forvedicatly spanning mlf6ons) orOpanMg Haight (forharaarta➢y-fipenni7g mi!Lore) 60 b 60 in 70 in 80 In 90 in 100 h 120 in 140 in ISO in 1.25 x394 ReeronAula, Loafing TrapTranA. Loading Rectangular Lading T pRrian9. Loading Redangular Loading T,aplydang. Lending Rectangular Leading T2pTdeng Loadng Ranengdar L4adma Tnp/Tnang. Ln2g Remngda, Load'eg T.prrdang. Loading Recargular Loading T"p/rda,lg. Leafing Rmniguler Lead Ng Tr prrdang Loading RaclangWar Loading T.p7it. Leading x.BTA AIum.TUbo Nuflion a o dz ca a6 =. u< ci $rc o u z2 .E .. o 1 fir¢ .n u aC 2@ =' c e do ri =' f@, .47 .g �- d`a9 g k 3 �c ?_ oA c`"e c�, $rc ;^ A u m Ems, �a i'p d`a' .- G S@ €.-. ae, eg u ¢c'@. '� m � < £.., sa riY 5 Q cif¢` a A o" .SC 2c .. td -o �'o d`s � a ._ fo '� a �o0" +� P Q`s fk :'� 5€ _ ;- d`a` E� � _ a� d`¢ �'g S , d`¢9 �@. d`ec .� $ a r ^ �2 a 2r z' .� 1, 0,5� �E fo _ '�i 'v Qz .� 1: u` 2 v .. up � v 421. 170.0 620 1TOX 436 170.0 744 170.0 478 170.0 069 170.0 506 170.0 992 1T0.0 SIB 170.0 1116 170.0 521 170.0 1240 Me 521 1MO 1488 170.0 521 1T0.0 1735 1TP.0 S21 1TO.0 1903 170A 521 43 in 170.0 TOB 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170A 1276 170.0 877 170.0 1417 170.0 680 1M0 170D 170.0 fiB0 170.0 1982 170.0 6B0 170.0 2267 170.0 6O0 50.625 in 170.0 747 170.0 SM 170.0 895 170.0 631 170.0 1045 170.0 684 170.0 1195 170.0 723 170.0 046 170.0 747 170.0 1494 1TO.0 US 170.0 1793 170.0 756 170.0 2092 1TO.0 751 170.0 2391 170.0 756 54 in 170.2 707 170.0 M 170.0 956 170.0 691 170.0 1116 170.0 766 170.0 1275 174.0 803 170.0 1434 iMO 837 170.0 1594 170.0 856[143 1513 170.0 Rai 170.0 2231 170.0 861 160.2 2403 170.0 861 60 in 170.0 985 170d1 701 170.0 1063 170.0 737 170.0 1240 170.0 E70 170.9 1417 170.0 544 170.0 1594 170.0 996 171.4 1771 170.0 1033 2125 170.0 1063 148.3 21S3 170.0 1063 129.0 2163 170.0 1053 63 in 170.0 230 170A 745 170.0 11 IS 170.0 050 170.0 1302 170.0 9d0 170.0 1480 170.0 1316 170.0 1673 170.0 •1076 MO 1859 170.0 1122 2060 170.0 1169 134.5 2a60 1700 1171 117.7 2060 170.E 1171 m 661n 170.0 9T4 1MG 788 170.0 1169 170.0 3M 170.0 1391 170.0 1902 170.0 last 170.0 JOBS 170.0 1753 170.0 1155 170.0 1949 170.0 1210 1966 170.0 12T6 1R2fi 1956 iTO.0 1286 1072 1966 170.0 INS C -in 170,0 105J 170.0 87B 170.0 1275 170.0 10rA 770.0 WB9 170.0 11E6 170.0 1700 170.E 1228 IS4.1 trd& 170.0 1375 138.7 1736 169.8 13Bfi 1734 155.9 136/ 99.1 1734 150A 1352 867 iTdb 1601 1352 0 76h 170.0 1122 1TOA 937 170.9 1346 170A 1➢80 168.5 1556 170.0 1209 147.4 J666 t65.2 INS 13 L1 1556 15L5 1266 117.5 1555 $41.3 Val 165E 128.3 1222 942 155fi 1223 1219 73.7 16SG 121.2 12IG 78in 170.0 1tfi1 170.0 967 1T0.0 1385 170.0 1116 755.5 147T 169.3 1245 17GA 1177 152.0 J224 7212 7477 139.1 1206 109.1 td77 129.5 1191 1477 116.5 1169 T79 1477 110.8 1168 66.2 14Tr 109.3 1154 90 in 142C 1110 146.6 111 1IL4 Ilia 123.9 969 701.E ilia 1079 951 GaS 1110 SE3 936 TV ilia 07.6 922 71.0 1110 60.7 910 632 1110 T13 891 60.7 1110 ESS . 07B 44A 1110 627 B70 gain 117.0 975 1203 1 672 1 97.5 975 IO15 956 83.6 975 Ba3 142 737 976 MS 829 66.0 975 5&5 975 65.6 117 48.8 975 IN TB1 41H 975 523 "1 113 975 423 711 IDSin U22 771 84.0 6H 63.5 771 7➢J 685 58T 771 613 574 SIA 771 54.3 W 45.7 77l 471 7T1 469 547 343 771 38.9 632 29A 771 35.0 621 257 M 32A 612 111in 75.7 730 T7.3 661 63.1 730 b5.0 S50 51.1 730 56.3 640 47.3 730 49.5 F41 42.1 730 1121.1,1 37.9 730 bt.t 614 315 TEO 35.6 NO 27.0 730 319 589 23J77029S120 in 11.1 624 61.0 663 49.9 624 512 560 -02.B 624 4d.3 S52 37.5 624 392 -144 333 624 30.0 fi24 322 531 25.0 624 277 519 21A 624 24.8 509 111 624 22.5 501 1M Io 34T 4'33 35.1 400 28.9 l73 294 395 24.0 133 25A 990 21.7193 437 17.7 433 iB2 376 -TABLE I IR Anchortapacity Table Qbs) suosoal 2-7k Cb n5e 0.5k Conc. Hot" OAU FRIM CMU I PT Wood Metal Patiema a•teExouneon v4'EkoURr4cen 516'EleO Uarazm 3't6'Oce U4rsm /14•F9coUO2cen v4'SS E]ce AggeOatPr Ile UOr4ca1 Ve SS Oco A®teeta 61OSted scree (OS)Stte7 #i2S16e1J02SleelelAnchDTCflp (Ca5)�EOgans-011) 1• 2-1/Z 1..2-vr 3.1/8' 1'2-u2 1'2-117 2 3-W 2' 0.49' as4 Embednenton' 141/e I've 15/4' 1.Y4' 2' 1-V4- 1-Ve 1-4/4' 1-Ife 1-IW LIW 2' I-W t-3111-2 An� - @ 475 Kn O.C. I Sterdare Ot Ofsel Cop 09. 11 3901h5 390 IDS AW In ROO IM 1644 MS 270IM 2B0 fts 5540. T401W 3741bs 664 ra 946Is 341 W 4421bSe4 Ambm (g 1.154 Mn. O.C. I stw4wd (v Gael) Gap (Rg2T 4S01h8 7001bs WA WA NIA NIA ISO ire NIA WA N/A WA WA 6821bs E85 ResArchon OS) T Nlrt O.0 1(2) 2(5ArgaeCFpsl (tTg 3) TOO M3 70D Im GSO Iht 156T lee IL06 ®s 540Ib5 5® Ra NIA 7S0 ttx 748 Ins 060 m 18921bs 6B21M 665 O ee4A.b-@O.S4"MIn. O.C./U1Mp,mto.100• Alum Oft 4) WA WA NIA WA NIA NIA WA NIA WA NIA WA WA WA WA s1 AMmri 1, Bp(mg 5) 1951ns 105Ibe 22fi lta 4451� 822 ms 1351h9 Wbs 177 ms 3701hs 107 Ibs332Ibs 473 B:a 170 ms 2211ffis2Anthm @11.18'ban O.CJ FCBp (67g 6) 24D M 35D M NIA WA N7A NIA190 ba tUA WA N/A WA WA 341ms44 nSS FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST ® 0 REUSED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: m TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP )X / ANCHOR CAP.,,,,,,,,\ =ANCHOR CAP. - MULLION CAP.,.:: USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REOUIREW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 1T IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY -TABLE 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 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST-3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, '18-8 S.S. OR410 S.S. 1.25' X 3.94' X.624' MULLION X N PRODUCT REVISED as comp)y7ng with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 �•:'.�10ENSF••:Y� * : NO.58705 044i A. QYWN P iZlITM, P.E. FL P.E.# 58705 TABLE 12A ' Mullion Ca acity Tablet IDSW Opening Width (for verboally-spareirg mullions) or Opening Height (for twdmdavy-sparidT mullam) 50 in 60 in 70 in gob 190 N 11100 in 120 In 140 in 160 to 2x4x.25 RenanWlar LOedig Tran/N rg. Ldadng Rectan9Ia, Loadna Tmpl7tiang Loa4m9 Rectangular Loading Tt@iPM.M. Ldedrg RecterguleI LOadng T2NRI.C. Lao Sng Rectan11I la fang TrapInleng. LoarOng RectanWlar Loadn9 Trapnlfang. Lwdn9 Rectangular Loading TMiTdang. Lnedrg Rectangular Loadng TmpTdang Leaft Reoterguler Lcateg Tmp/1Hang. Loadng Alum. Tube Mullion �- 8 �� �Y i� x be a ¢ 8 s� <8 p eGE 8 i s- r a� 8 g� p 8 t.� z• a 8 _ a t;c d a'e r ^ tg s 3g fe x �o 8 i �• 8 a9 .' 5 ag x,' 8 sP 8 `" a 49 s$ a 8 �B rsff s& x 8 sn �o .�- 8 XbP d� arc ,x 8 �B E� ? 8 gbg^ d c g 9 g� 4g i� cS a r� e9 ao 8 s�' 9� fo 2' 6` b$ i, �c ci §�' 9� 4i a_e L' a• 5 6@ 9� c _ 8 _1 d�rc £ 8 59 S� i� _x 8 <1 8 �g -fig �c n _ 8 6 a o� 3` ,S _ 8 re a 42N 170.0 620 170.0 436 170.0 7" 170.0 4n II0.0 B6B 170.0 506 170.0 442 170.0 619 nao 1156 170.0 521 170.0 1240 170.0 521 170.0 1488 17a0 527 170.0 Ins 17D.D 521 170.0 1983 170.0 521 481n 170.0 708 170.0 624 170.0 MO 170.0 884 170.0 992 170.0 630 17MO 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 WO 170.0 2267 170.0 680 50.%MS In 170.0 747 170.0 663 IM.0 896 170.0 531 170.0 1D46 170.0 664 170.0 1195 170.0 723 170.0 1346 170.0' 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 7fi6 170.0 2391 170.0 758 %in W0.0 797 170.0 612 170.0 955 170.0 681 170.0 1116 170.0 7% 170.0 1275 170.0 603 170.0 1434 17ao a37 170.0 IS% 17a0 Me 170.0 1913 170.0 8SI 170.0 2231 170.0 861 170.0 200 170.0 -831 EO in 170.0 BN 170.0 701 t70,0 1D63 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 9U 170.0 1594 170.0 996 170.0 1771 17ag 1033i 170.0 2125 570.0 1063 170.0 2479 1H1.0 1083 160.8 26SO 170.0 1063 631. 170.D SW 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 91r1 170.0 14M8 170.0 1015 170.0 1673 170.0 1076 170.0 1S!% IM0 1122 170.0 2231 TM.0 110 166.7 2553 170.0 1171 14" 250 17D.0 1171 L 66 in 170.0 BN 170.0 789 170,0 1189 170.0 9D3 170.0 13% 170.0 1002 170.0 1558 170A 1086 170.0 1753 170.0 1155 170.0 1%e 17Q0 1210 170.0 2336 170.0 1276 151.0 2437 170.0 1286 t329 2437 170.0 1289 721n 170.0 100 170.0 87B 170.0 1275 170.0 1009 170.0 1408 170.0 1126 t70.0 1703 170.0 I228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 21% 170.0 1483 124.8 2184 170.0 1523 1092 2184 V0.0 153D 76in 170.0 1122 170.0 937 170.0 1346 170.0 1060 170.0 1570 V0.0 1209 170.0 1794 170.0 1322 165.1 1960 f70A 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1648 10S1 1060 154.D 16M 929 1960 152.7 1531 S 781n 170.0 1101 170.0 967 170.0 1361 170A 1116 170.0 1611 170.0 1250 170.0 1B42 170.0 1369 152.7 1861 170.0 1474[47 i8fii 163.1 IND 114.5 Mal 147.3 1473 982 1561 139.6 1459 85,9 1861 137.E 1454 901n 170.0 1320 170.0 1144 149J 1398 150.0 1219 127.8 1390 136.0 119E 111.8 1398 12I.3 1179 994 1393 110.2 1162 139B 101.6 1147 74.5 1388 89.8 1122 63.9 1308 87-7 1105 559 1d98 78.9 1088 98 In 147.4 1229 151.5 1098 1229 1229 127.6 1079 1052 1229 1112 IG61 02. 1229 98.9 1044 BLS 1229 89.6 1029 1229 02A WIS SIA 1229 722 993 52.7 1229 65.8 877 46.1 1229 62.1 967 10Bb 103.5 971 105.6 877 86.0 971 89.0 052 74.0 971 77.2 849 64.7 971 68.4 W7 67.5 071 C1.6 825 971 56.5 015 43.1 971 49.0 700 37.0 971 44.0 782 324 971 40.8 771 111 N 95.4 819 87.3 832 79.5 819 819 819 68.1 919 70.9 806 59. 919 629 7% 57.0 919 5e.7 Ted 919 51.6 774 397 B19 44.8 758 M.18676.8 716 G29 786 64.5 705 53.9 766 55.5 895 472 7W 494 686 41.9 786 44.4 877 n6 40.5 fi6B 315 786 ]4.9 653 27.0 70fi 31.0 641 23.6 786 28A 631 tU in 43.7 646 442 604 36.4 US 37.0 498 312 546 319 481 27,3 546 282 485 2L.3 946 25.3 479 21.8 548 229 474 I82 546 19.5 464 15.6 546 172 455 13.7 546 15.5 448 T4R1 F 17 I Anchor Capacity Table (Iba) SUISSUZ8: 2.7t Corcrte 35M co", Mr. CMU Fled CMU Fr Wow Merl AnchorCUp Pattem6 AMhW Type: 3/18'ECO UMMon V4-E7coUltzew 916'd[o upracon TIVEMOUlmon VC Etc O um- 1WSS Eft' A07r 1 1 Sn9 FJc0 UNBOIXI VrSS IS Agga Garr 410Steel S-(G5) Al2Ste61 Sctea 03O5) M2 Stem Sew(GS) Edge USt=e 0ax 1' 2-VY 1° 2-112' 3-1ie' r 2-V7 1' 2-VZ 2- 3•VB' 2' 0.48' 0.54• 0.324" Emtmnmt OnY 13W 13'4• 1.814' 1-T4' 2' 14141 1-t14' 1-1/4' 1-1/4• 1.1/4- 1-1/d' 2' I-M. I-3r8' V4rtes 2 NIKtom ® 479 Min 0,Q / Slerdad or0I1xt C9p (Fig 1827 3 001DS 390IDS 450 IDS 8901DS ISU Ib5 270IDS 280 On 354 IDS 740IDS 374 W Gad Ine W It. 341 !Ln 4421DS 56D IDS 4 ArcaoRQ2XV Min. D.C./ Startnid(O' C(Bel) CO (Fig, a) 740 IDS 7401DS 6301DS 1465 IM 1424 IDS N(A smIDS NIA M51DS NIA BBD Ibe WA 6821M B851b 112D Ins 6AMhm Q 1.71-MDL O.C-/ 91anaard(ar Of9et)COp Lag. 47 B651bs O50 7581b9 1949IM NIA NIA 70516 N/A 7991D5 WA WA WA 10221D5 I=ISS 16801M 4Arxtors Q S- Min. O.C.! (2) 2t5 Angle Cups I Dig 5j 760 On SM IDS 15601M IM61DS o401Ds 5OD 8a NIA 760 Ur. 748IDS 820 IDS 1892 ae 6920n 885 RS So 6Antmrs Q 5• Mtn. D.C.1(2) N5 Argte Glps I Dig sy 11701bs 1170 OE 10201b9 23401M 2844 bS 61 b3 8401D3 NIA 114D IDS 11221be 13M IbS 7B98 m3 10221M 13271E 9 AmroR Q1.34- Min. O.C. I UCIN lnto.125' ADM (Fig. 77 NIA WA N7A WA WA NIA NIA WA WA NfA PDA WA NfA WA 6Aremsra0.64•Min. O.C. 1 UC6p, Nto.125'Alum.(Flg 8k NIA WA NIA WA NIA WA WA NIA WA NIA WA WA NIA WA 2 ArKnors ®268' Mtn O.C7 FC9p(Fig 9j 370 fas 1111 ra 315 m3 7111M 1120s NIA 2601M WA 346IDS N/A 4W IDs NIA 3410E 4421M3Arcrcrs 65.71-Mm D.C/r,0:p(Bg. 10): 4431DS 525 hs 979 tbs 873 IDS WA WA 3WIs NIA mit'S NIA WA NM M11D5 66404 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP-) X / ANCHOR CAP.,,,,,,,,\ =ANCHOR CAP.. MULLION CAP.,o,,,,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TOAN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN If IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building CodO NOA_40. 17-0630.01 Expiration Dato 05/26/2021 By Mlam ga, Product Control FIGURE I: FIGURE2' FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2000' 4111 11 • 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR vv 77 GENERAL INSTALLATION METHODS. �aONY LY/VJ�/, 7� FIGURES: FIGURE6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. • • • • • • • • .250' 4.000" = No.58705 ` 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN ` * : •; * = THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE _ • • LOCATIONS. (/L =AO STTEO FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT ,� • Be 1P. CMU SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINEWITH AN SG OF 0.55. i (•40RIOP(FIGURES SE ( ) 1S[T]. MUST BE USED ALUMINUM SHALL R L STEEL AND BE A MINIMUM OF THICK THICK. STEEL STUDS N A MINIMUM GRADE 33AND LE THICK (i6 2° X4' x 25° MULLION �i7. LP.E. He IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A. L1(I(141 MILLL�, P.E. THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. 41 P.E.# 58705 TART F 1aA Mullion Capaoity Table IbsHta Opening 1Mdth (forlerUra9y- pamirg multors) or Opening Height (for hwimrDalysperrrirg mlilicrLe) SOIn 60N 70in wtn 901n Ica 1 120 in 140in 160in 2 x6x.26 Raetangilor Loafing 7rap/Tireng. Load g Re.Wg der Load9 7repRden9• Loading Re bng ler Loading Traplldslg. Loading RecwrgL lar L. 7YapRdena- Loading REgtellgAer Loading TreplTdeny. Lowing Redongdr Leach M2".g• Loafing Rect r&dar Loading TrapfTdany. Loadn9 Laada Bang. Losdny Reetangiler Loodrg TMWTdany. loading Alum - Tuba Till-" e_L U U Si V z ti ci aa a O Ej U a oa U t) U r ti r V r U r V r Args� ei rMullionn 'a°42in = 1s€ �� ts� 5 tse 8Or 170.0 020 170.0 4.0 7" 170.0 478 170.0 668 170.0 SD6 176.0 692 170.0 519 VO-O 1116 170.0 521 170.0 1240 170.0 521 170.0 14MM 170.0 521 170.0 1735 170.0 521 1To.0 1983 17CO SM 48 in 17Q0 708 170.0 5.0 f B50 170.0 $84 170.0 992 170.0 630 170.0 1133 W0.0 651 170.0 1275 170.0 677 170.0 IM7 170.0 680 110.0 1700 170.0 B80 170.0 196E 170.0 680 170.0 2267 170.0 680 50.62SM 170.0 747 170.0 5.0 ON 170.0 631 170o 1048 170.0 604 176.0 1195 170.0 723 170.0 1345 170.0 747 170,0 1494 170A 756 170.0 1783 170.0 756 170.0 '2092 170.0 756 170.0 2391 170.0 755 54M 170A 791 170.0 6.0 956 170.0 691 170A 1116 170.0 754 170.0 1275 170.0 Ba3 170.0 1434 17a0 837 170.0 16s4 170.0 350 170.0 1913 1700 Mt V0.0 2231 00.0 561 Va.11 2550 17D.D 881 Belo 170.0 865 170.0 7.0 1063 170.0 797 1T0.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 995 170.o 1771 17D•0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1063 170.0 2533 170.0 1063 631n 170.0 930 170.0 7.0 1116 17D.0 850 170.0 130E 170.0 940 170.0 1488 170.0 1015 170.0 1673 17D.0 1D76 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 11 1 66N 77D.0 97} 170.0 7A 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 175E 170A 1155 170.0 1948 17D.0 1240 170.0 2335 170.0 1275 170.0 2727 170.012�47012MD 0.0 3117 170.0 1 66 C 72N 170.0 1063 170.0 878 17C.0 1275 170.0 1009 170.0 1428 170.0 1125 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 25W 170.0 1450 170.0 2975 170.0 70.0 3400 170.0 530 J 76In 170.D 1122 170.0 937 170.0, 1348 170.0 10B0 17D.0 1670 170.0 1209 170.0 1794 170.0 13M 170.0 2019 170.0 1421 224J 1700 1505 170.0 2592 170.0 1629 170.0 3140 170.0 0.0 3589 170.0 1705 761n 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 Till 170.0 1250 170.0 1842 170.0 1369 170.0 2072 V0.0 1474 2302 V0.0 1564 170.0 276E 170.0 1700 170.0 3223 170.0 70.0 WB3 170.0, 17D8 170-0 1328 170A 1144 170.0 1594 170.0 1326 17D.0 1859 170.0 1498 110.0 2125 170.0 1553 170.0 2391 170.0 178E L17O.0 2656 170.0 1915 170.0 3168 17DA 2125 Hall 170.0 6.5 3413 170,0 61 170.0 1417 170.0 1Z32 170.0 1700 170.0 1454 170.0 19W 170.0 1622 170A 2267 170.0 178a 1T0.0 2550 170.0 1552 283E 170,0 2055 1e40 3189 770.0 8 137.1 7199 188.6 403199 law 29 470.0 5594 1T0.0 1409 1T0.o 1910 170.0 1547 170.0 2231 170.0 187D 17D.0 255D 170.0 2078 164.8 2781 170.0 2271 148.E 2I81 181.9 233E 12J8 2781 140 2281 21ee 105.8278 07.8 2632 115.1 2.7 2781 116.0 21 111 N V0.0 16M 170.0 1454 170.0 19% 170.0 UD0 170.0 2293 170.0 1322 170.0 20A 170.0 2149 151.8 2532 162.3 2245 138.6 2632 1464 2210 113.5 2032 128.4 5.4 2832 108.E 2095 120h 170.0 1771 170.0 1586 170.0 2725 17D.0 185E 154.4 2252 159.9 1991 Imt 2252 141.4 1954 120.1 215E 127E I938 108.1 2252 110.1 1915 gal 2252 99.8 1872 77.2 2252 69.9 7.8 2252 81A 18081MN 125.1 1561 125.81445 104.E 1564 1W.1 1425 58A 158/ 91S 140T 78.E I. 60,7 1390 6a5 1686 72.E 137E 62.8 1564 6S7 1358 521 7564 58.0 1330 44,7 1564 492 9.1 1564 /4.4 128E Anchor Ca cl Tablefibs) SUbsbete: 27k Corbnele 3.5k Cane. Hollow CMU HIM CMJ PT Wood Metal AnchorCOp Patterns Anchor Type 3116'Elco Ullracsn 'f4•FJw Uleacon 5I16' Q°o Ultrdccn 8li6'Elco Ulbacan 1!4°Eke, Uhrocon i/a° sS Elco ADDraOator 5116' Elm Uflmcon IW SS Elce AggreGalor 9105 teel Srm (G5) Scow (GS)C'n5) SU StedN22401be ed Edge darance(bn: 1" 2.12' 1• 2-1/2' }1/B' 1' 2-1/2' 1• 2-12' T 3-US' r 0.48' D.54'' Embedre-IC k I-aw 1-19' 14/4' 1-3/a' 7 14W 1-1fe 1-114' 1-114" 1-1l4- 1.114, 7 13m, "IVs alp-.a-152): 39D 04 3901be 4501bs 820 " 1644 Me -0 Me 354 Me 740 ins 314 M. 664!be 9461bs 341 1be 4421hs 4Anchme@4.68'IAh40.G 13m (orORseO Cep .3): 780 Me 780!be 900!be 1 Ih 3232 Me 660 Me 708 ibs 1480 Me 748 Me 1272Ibs 16920ss 682 me M5[beWs M O.C/ Standard (or Offset) Clip t, 4): 11SOMe 14001bs 1010 Its Z595 WA A 940 Me MIA 1066 Me MIA WA MIA 1363)bs 177001sMe 4 Amhor4 @ Y MIO O.C.1(2) &5 An01a Cbpa l ffg, 5): 7e0 $s 780 Me 680 Me 1560 Ls 1998Ibs 5101bs 580]be MIA 760lbs 748 Me Sao Me 1892lbs 802 Ih 685 ftse 6 Anchors 0 3' Min. O.C.1(2) 2.5 Angh CLps I ff10. 4 15601bs 15601bs f360 ma 3120(be 37921hs load Me 1120 lbs MIA 1520 fbs 1496 bs f7e0 ks 3784Ihs 1363 Me IT/O Msbe12 Ar4on 4a I.V Mhc O.C. / (A 2a5 Angle � / ff)& 7p 1660 Me 21001be 1440 me 3780 Ms WA WA 1320 Me WA 1500Ibs WA WA WA 2045Ibe 26M 1bse 4 Anchors@1.34.'7An. O.C./ U43lp, W-125' AX..(Mg-8} WA WA WA NTA WA WA WA WA WA WA WA WA WA MIA 14301bs 8 Almhm @ 0.64' Min. O.C. / U-C6p, Into.125- ANm. glg.9) WA NIA WA NIA WA NTA N/A WA NIA NIA WA WA WA WA 2861 Iba 2 Ancbas 0 4.68' Mln. O.CJ F-mp (Fig. 10p 390 be 3900. 450 Ibs 890 ins 16161os 2T0 Ma 280 M. 354 Me 740 Me 374 [be 63610s 946lbs '341 Ihs 442 the 5A0 Du 4 Ancb-@ 1.7l'Nin. O.CJ F-CUPff bs 700lbe 505 ins 1298lbc WA WA 470 Me NIA 533Ibe WA NlA WA 682 lbs 665[be 11201h NU IC: rUK i nC Urromi l.ur. - FIGURE I: FIGURE 2: In FIGURE 5: 3�q ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X 1 ANCHORCAP., '-% vANCHOR CAP.- `MULLION CAP _1 USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT [SLOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MA ADDITIONALAN OPTIONS FROM THE ANCHOR CAP Il"Y TABLE. PCHRRN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES:�% 9 % /h( J i G�b� /tl' : FIGURES: B: FIGURE 8: FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FO INSTRUCTIONS ON USING HE TABLES AND SVHEET 25 FOR ION ON •LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2} LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO76R OPENING WIDTHS IS Al1D ABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALP. FOR EXACT DIMENSIONS, S ESHEET:•21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SH NONFIGURE 7. SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GR UT-F(FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE-T EAT MUSTBE YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606E-T5AND BE AMINIM OF• • • • USED IN THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL S L PAIRS BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10  ANCHORS INTO WOOD MAYBE STEEL, I"S.S. OR 410 -125" TO 1--2000"-'-1 TX 5'X25' MULLION PRODUCT REVISED as complying with the Florida Building COde NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYNIV, ., � NSF'•. O. 8705 �0�4fS• A. Yl NNq4iW2 .E. FL P.E.# 58705 TABLE14A Mulllan Capacity Table ' Opening Width (for nertica*sprindrg mullions) a Opening Height (for hoti7onlaly-sparinirg mullions) 501n so in 701. so In 90In I le In 120 in 140 in 1601n 1.26"x2.11- Rectagubr Loading I TmplTdatg. L0ad8g Ractargutar Loading 'Tra,1?riang Lc.drop Rectangular LodSg TmdTdarg. 1Dadvg Rectagular L ading Tmprrdan9 LO�IG ReObigular Lding O'4 Tmprrdare. Lmdng Rectergular Leadcg TraWTdang, Loading RectargdaI L4admg T. liiiarg. Loading Redan0dar Loa9n9 7mpRdarg. LOadtg Rectangular Loading Tmprildang Loadng %.125" Alum Tube Mull 2^ 8y� i� D gyf qa Z• G S e� g t �� i8' a L5� 3 y aE �K D I �_$ D aj u`� �• ¢Ra 35a `�r�� Sc d B .. & K ,i` S� 2c B 9a+g S g o� Ec 5.8q g e� �c x$ }5 Scc 4K L' y 0 2> 4 d 'G i• .+ sp P 6 d 'G g S L g� y� 'a y 'E - B i D E 2> 2• q 3" 4 2` 421n 1442 52fi 1670 928 120.2 576 1489 419 1IXLa S26 7389 414 90.1 326 134.6 471 881 526 134.1 417 721 11 60.1 525 134.1 417 51.5 526 134.1 411 45.1 5M 130.1 411 48h 96.6 403 1040 333 B0.5 403 94.7 323 ma q03 e6.4 320 6Q4 403 87.4 777 53.7 603 79.1 375 483 14 40.3 4Lo 78.6 374 34.5 403 78.e SM 302 403 7a6 314 50.6251n 82.3 2W 9Lo 301 68.6 362 79.3 294 588 362 71.9 289 51.5 362 67.2 286 45.7 362 64.5 234 41.2 83 3A3 382 63.5 283 29.4 362 03. 2283 25.7 362 M5 283 541n 67.8 318 74.1 2S7 585 318 642 261 48.5 318 57.7 256 42-4 318 615 253 37.7 318 50.8 250 319 49 283 316 49.1 248 242 318 441 248 21.2 318 49.1 248 c 0 601n 49.6 256 63.1 219 4t2 258 45.7 214 35.3 258 40.7 210 30.9 268 372 2W 27.5 258 34.9 204 247 03 #23.71% 20.6 258 32.2 201 17.7 258 32-2 201 165 268 32.E 201 53 in 427 234 45.6 ZD 35.6 234 39.1 195 30.5 234 34.7 192 26,7 234 31.6 189 23.7 234 29.4 186 21.4 189 17.8 234 26.6 163 15.3 234 2=65 183 13A 234 28.5 783 E 68In 372 213 39.4 183 21.0 213 U7 179 28.5 213 29.9 47G 232 213 21.0 173 20.8 213 25.1 170 188 1% 15.5 213 22.2 147 13.3 213 220 166 11.6 213 22-0 160 721n 286 179 30.1 155 23.9 179 25.8 152 20.4 179 22.5 149 17.9 179 20.3 I47 1E9 179 la.7 145 76 in 24.3 161 25.4 140 20,3 167 21.6 137 17.4 161 19.0 135 7E2 167 17.0 133 781. 225 152 23.5 1 133 18.8 152 749 131 1B.1 152 17.5 728 TABLE 14B Anchor Capadry Table Pbs ' S'Wmte 27k Cmaete 13.EkC--1 H45va CMU FnJedC 11 PT WOW 1,10A An[horCBp Pettems AWhIx Typo 8'16'Eko Utracrn - 1W'EkoURracm 5116'Eko wram 3f16-E1c0002oon WEkP U11- 1!4'sS Eko Agg GaW 5/15 EIc0 Ulta4al V4'SSEko A97e&ifOr 910steg s-(GS)Ift rmsim x(GS) #125Fe.`I Bc-ps) Edge gsurce 101 1" 2-117 1• 2-VT 3M- 1' 2-112' 1" 2-1r2' 2• 3-1/8' 2' 048' 11 0.32T EmbW.em(1nIr 1,T4• I-Wr 141r4' I -we Z' 1.,IV 1-114• 1-1f, 1.1/V 1-1fr 1414' 2 7-SIB' t3'8' t3ie5 ' 4 Ar[Mrs@T MIIL O.C. 1 QJ 2a5Ar0-CEPS I n.0 7801as 780IM Mile 15MMS 106 Ihs 6ta08 530ffi WA 76DMo 748IIs Nets 169211n I$2 t11 B65 aK 143010s 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 1: 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, SEESHEETS 21-23. ® e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE S063T5 AND BEA MINIMUM OF.1251 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .D45' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT L.EAST.125' THICK ANDA36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 SS. OR 410 S.S. YrvMr1VR 4.HrIYV rr 1 H (DP'-) X `ANCHOR CAP.,,,.,,,,,\ =ANCHOR CAP. - MULLION CAP.,,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A M INIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. W L 2 CO PRODUCT REVISED as complying Building Code with the Florida NOA-No. 17-0630.01 Expiration pate 05/26/2021 BY -� MlamhDnjjProduct Control t11 i11I rr1 . LYNN aka•' yiCENSF��� * : No.58705 /ONAL EN.�`. A. LYN(4MILL�R, P.E. FL P.E.# 58705 TABLE 15A Mullion Capacity Table Qbsfie) Opening Width (for vertinP/-spanning mliGom) or Opening Height (forhorimnlBlY-sparlrurigmdlicrls) 501n Wirt 701n B0in 901n IDS In 120 in 1401. 1601n 3.26" 30 ReetanXW Loading T."ang. tending Rectnnguty Lending TraprTdang. Loadng Reolangaler Inedn9 TWTdan9. WdT Rectangular Loading Top-Morg. Loading Rectangular Loodhg Ttaprlil . L-.IM Reotmgdar Lowing 1tapRdeng. Loading Reclengular Loadm TraplTdvg. Loading Reetengr(er Loading TmplTdan& Loading Redangidar Leadrg 7I p/Tden9. loading AL BAY MULL $ A a a a egg 4i S S� 4i c� u `_� t$7 g e_ 3$ 6`^g� v u`8 5�_ a_ g 3 g2 oT € cPS �� dTv r'¢, `� �• r�p ci € %., u g`$'¢,' a o _� r hh+T dig o g@ m^ G x u" r ci .S ci r^ a`� _gam v 5 uT gg`� a S yhlg g� o 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 90 170.0 50B 170.0 992 171D,0 519 170.0 1115 170.0 621 170.0 1240 170.0 B21 170.0 1403 170.0 621 170.0 1735 170.0 521 t49.1 1740 170.0 621 48 in 17a.0 709 170.0 524 170.0 850 170.0 SU 170.0 992 f70.0 630 170.0 1133 170.0 661 17D.0 1275 170.D 677 170.0 W7 00.0 680 1522 1522 170.0 Sao 130.5 1522 170.0 SM 1142 1522 IT00 680 50.6261n 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1048 170.0 684 17a.0 1795 110.0 T13 170D 1345 VOLD 747 164.2 1443 170.0 756 136A 1443 170.0 756 117.3 1443 170.0 758 1026 1443 170.0 756 541n 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 MID 754 170.0 1275 170.0 80.1 160A 1353 170.0 837 144.3 1353 1X0 856 t20.3 053 170.0 661 103.1 1111 17cD 861 80.2 1353 170.0 851 60 in 170.0 885 170.0 701 170.0 1063 170.0 747 167.0 1218 170.0 578 146.1 1218 170-0 944 129.9 1218 159.5 936 116.8 1218 1SLI 924 97.4 1219 146.1 Via 83.5 1218 146.1 B13 73.1 1218 148.1 913 61 in 170.0 930 170.0 745 170.0 1115 1ro.0 850 150.2 1150 168.8 931 131A 1150 153.0 914 116.8 1150 141.9 B98 105.1 1150 1342 8B5 878 1150 128.7 871 75.1 1150 1262 670 65.7 1150 1283 aro 66 in 170.0rM 1ro.0 7B9 1Q4 f048 165.8 881 1305 1099 14fi.6 �t IU.3 10/0 133.1 850 f07.s 1018 120.4 839 91.4 1de f166 830 752 1018 109A 821 65.3 1048 f082 815 57.t 1D45 10B2 818 c • 72 fi 140.8 147.9 764 117.4 880 126.0 748 100.8 880 110.8 T44 89.0 080 100.0 772 762 680 92.0 712 70.4 &0 562 7113 58.T 680 792 693 50.3 860. 76.5 668 44.0 BBO 76A 888 eJ N In 110.7 125.1 E90 29.8 790 106.4 670 05.6 790 M.3 663 74.8 790 93.9 652 65.5 790 76.9 60 59.9 790 71.7 635 40.9 790 65.1 624 42.0. 790 62A 819 37.4 790 61.5 617 781n 110.6 115.5 657 92.3 750 Jim 644 79.1 no a5.9 6T2 69.2 750 77.1 621 61.5 750 70.6 6,12 65.4 ND 65.7 60S 4S2 750 59.4 694 39.6 750 562 See 34.6 760 55.5 586 901n 721 74A 500 60.1 563 629 491 51S 563 54.8 de3 4S1 5fi3 489 475 40.1 563 44.b 468 36.1 563 449 462k24Z 563 362 452 25.B 563 33.3 MS 725 17E4 31.8 442 98 in 59A 61.1 443 49.6 495 61.5 435 42-4 495 44.8 427 37-1 495 39.9 421 33.0 495 36.1 415 29.7 495 ".2 409 495 29.1 4CO 21.2 495 25.6 394 Me 485 25.0 390 1091n41.7 42.6 353 34S 391 35.9 348 29.8 391 31.1 342 26-1 391 27.6 337 232 391 24.9 333 20.9 391 225 32B 391 19.7 321 14.9 .1 17.B 315 1111n 384 370 39.2 335 32A 330 27.5 3ro 28.8 325 24.0 370 Z5.3 320 21,4 370 22.8 3/6 19.2 370 20.8 312 S7D 18.1 305 i201n 30.4 317 30.9 Z89 26.1 ;�371E 254 21.7 317 22.5 260 19.0 317 199 276 18.9 317 17.9 273 144in 17.6 220 17.8 203 TABLE 15B Anchor Capacity Table bs S0ba0eta 2.7k Concrete 3.5k Com. H.11-CMU FBied CMU PT wood Mala1 Anchor Clip Patterns Anclw Tyx 3/Ifi• Efco VnrzCOn tl4' Elsa Uhacon 5116' El.. Ul=m 3116- El. Ultrdoon 1/4' ELO Un-- 1/4" 6S Elco A..aamr S116- Eloo Uk000m 1/4' SS Elora Agg2G000r MS teel S4 G5 < ) 0128 teel So G7 ( 1 #12 Stain Screu (GS) Edce Wfar-Mk 1'1 2Al2- 1- 2.1/2' 3-V8" V 2-12' 1' 2-1rz' 2' 3.1/8- r 0.48, 0.54' 0324' Embedm,W MY 1S/4' 13/4' 13/4" 13/4' 7 1-ifr 1.1/4' 1-I14- 1-U4' 1-1l4• 1-1/4' 7 1�18' fal0' tares ^-Anders@5'MN. O.C./ R) 2v5 Arp1e Cops I IRS. Jr. 39024 3BDIbs 450 ma NOlbs 17M iba 2700a 280lbo 3541ba 740165 3741h9 720155 948W 341 Ms 442lba 500 lbs 4 Anehom@3.5`Kn. O.C. I f2) 245 Angle C5ps I(Fig. 2): 780Its 7601be 7SD Its 1670 Me 2525 IaS 54D IDS 5WIlos WA 71200a 7489. 8801Ds 18921W 682Ibs 8851t 112D Ito 6 Anchore @ 2.71-Min. O.C.! (2) W Angle Gips / (Fig. 3),1120lba 1120 Its 950 ens 71461h1 2254 ens N/A 8401bS WA 10591te N/A 13201bs IVA 10221ba 13271b4 168111bs FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. 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. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR B(ACTDIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN CN SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-9D. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TG AND BEA MINIMUM OF.125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12T THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 912 ANCHORS INTO WOOD MAYBE STEEL, 1" S.S. OR 410 S.S. (DP )X lv&,: -ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A M INIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30°SAY MULLION C tW 4 90 P ti 1n it Ojq © Ui CD K W Nf ccr3 ¢ O a8 ZmU) U � gw o G m @ - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Data 05/2612021 By miam a Product Control \Ill ill 111// '�'.•'' L10ENyF'•�����i No.58705� 73 .O�n'.. S A !C/ 'C) IVA1--ENG P\� A. LYf�IybkLER, .E. FL P.E.# 66705 W TABLE 16A Mullion Capacity Table b Opening Width (forlerlicaRpspanrtrg mldrions) or Opening Height (far Inri=wta5psparvirg mtID'roris) ' SD in 60 in 701n 80In 90 in I ' , 100In 11120 in 140 in 1601. 326"46 Rectenguler Leadng I 'Bapadeng. Loading Mutaryular LoedOg TmplTdmd. Loadn9 Redan9ular Loadn9 T,.Prrft L ddng Rsdan9ular Leading Tm fr&ng. Leading Redanplar Lading TmplTdang. LwdJng RoclanJ;;W" Loading TrLoTdang. tasdng RecunDWer Laadng T prTdan9. Loedltg Rad.Vuiar L-Ing Tmp/Tdenp. Lcadn9 Redenguier Loedn9 Tmplidan6. leading DEG.AL BAYMULL r m 3 �- a as c`` �rc r 'qi c �I r m S @ � r a u �8 a o c3 E 5gi aGa r i� €2F f� r Ti i `9 a rc i a o� �e u t $ �a ci e E� a .r a.Q o'9 6 Sa& a`rc r ., o Is f� r1� c"9 g �z a o > e f@- 'o `-1 i9 ' @ �a �z o it § �c - 4i s ° a OR a u €� s� ��. u' �� �Ai a c 5 f g G°ri- @ g'-� da �.^, 8� �€ B �¢ g S E� ga €`& ri Cf r:rr �€. d a e �12 u s`� c` i7 g9 oA 3: 5� c`�i` oS 7e g 5a 421n 170.0 620 170.0 A35 170.0 744 170.0 478 170.0 BB8 170.0 506 170.0 992 170A 519 170.0 1116 170.0 521 170.0 1240 17&0 521 170.0 1488 170.0 521 i70.0 1735 170.0 521 100.3 1871 1700 521 48 in 170.0 708 170.0 524 170.0 890 17&0 584 170.0 697. 170.D 63D 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 17&0 683 163.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1637 170A WO 60.62581 170.0 747 170.0 563 170.0 890 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 TM 170.0 1VZ U0.0 747 170.0 1494 17U 756 U7.1 1552 170,0 755 128.1 1552 170.0 756 110.4 169 170.0 759 54 in 170.0 797 170.0 612 . 170.0 09 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 1562 1455 170.0 Me 1293 14SS •170.0 06l 110.8 1455 U0.0 961 97.0 1455 170.0 Sal ea in 170.0 JIM 170.0 701 170.0 1063 170.0 737 176.0 124D 170.0 B78 157.1 1309 170.0 944 139.7 1309 170.0 958 125.7 1309 163.5 094 104.E 009 157.1 882 89.5 1309 157.1 912 7&6 1309 167.1 982 63h 170.0 930 1M.0 745 17DA 1116 170.0 650 1829 1247 17D.0 940 1425 1247 164.6 9W 126.7 1247 1528 E65 114.0 1247 144.3 952 95.0 1247 138.2 030 81.4 1247 135.7 935 71.3 1247 1357 935 r� 66 in 170.0 874 170.0 769 170.0 1169 170A 903 140.4 1190 IM-7 66 1129.9 1190 U7.9 945 115A 1190 1365 92A 103.9 li90 1Z&4 914 8S.8 1190 110.5 893 742 1160 118.1 $93 64.9 1190 118.1 893 c 72In 161E 1010 169.8 877 1343 1010 144.6 559 115.4 1010 1272 942[21.8 1010 114.7 82B 89.8 1010 WSA 817 BD.6' 1010 08.0 Bel 672 1010 90.8 791 57.7 1D10. 87.8 70D 50.5 1010 87.7 789 761n 137.4 006 14&6 702 f14.5 906 122.0 775 88.f NG 107.1 761#45.8483 749 7&3 908 88.2 738 e&7 Me 623 729 57.3 006 74.7 716 49.1 906 71.2 710 4Z9 SOB 70.6 705 78 in 127.1 B81 14Z5 754 105A 681 112.5 738 80.8 801 98.8 725 713 70,8 861 81.0 703 W,6 W1 75A 694 5&0 60] 66.1 6B1 45.4 8B1 e4.5 675 39.7 W1 W.7 672 WIn 62.7 846 11&4 574 68.9 646 7Z1 554 59.1 60 GZ9 04 545 4&0 646 509 537 41.4 546 47.0 SW 345646 41S 510 �5 640 38.2 511 25.0 646 36.5 507 95 is 682 588 70.1 508 56.6 SW 59.1 499 48.7 563 SiA 491 ' W 37.9 so 41.4 476 34.1 Still 38.1 470 28.4 WS 33.4 459 24.3 see 30.6 452 21.3 668 28.7 447 1081n 47.9 449 48.9 406 39.9 449 412 399 342 449 35.7 393 11 26.6 449 28A 362 20.9 N9 28.1 377 20.0 449 22.7 358 17.1 449 20.4 Sfi1 15.0 449 18.9 356 111 in 44.1 425 45.0 3115 30.8 425 37.9 379 31.5 425 378 373 3V 24.5 425 282 352 22,1 425 24.0 35a 1&4 425 20.7 350 16.8 425 1&6 343 331 28A' 3U 29.8 326 24.9 70/ 25.6 321 317 19.4 381 205 313 17.5 3" 1&7 309 1441n 20.2 253 20.4 233 16.8 253 17.1 230 TABLE 166 Anchor Ca acl Table Ibs Substrata 27k Carcn4e 3.5k Cann- I F.JI-C&IU Mhd CMU PTWeod MeW Anchor CLip Patteme: Anctmr 7ypa J!ili FJeo Ulbacon 1/4•Ek9 U15acm 5116" Elco Mbaun 3I10EIca1.111-n 1!4'Eko lBiracm 1/4' SS Eka ADw.GaW i W EI.. ME- 1W SS Eka AWeGator ate 51.1 Gi-PS) 912 Sheet Sue M) #12 Sted S.-(GS) Edge Dsvroe Mk 1' 2-VY 1' 2-1/Y 3-LB' t• 2•VP t' 2-tr7` Y 3-1/S' 2' 0.48' 0.54" 0.3R Embedment (Nk 7aPo' ta/1' 1af4' fala• 7 1.7/4' 1-V4' 1•V4' 1-774• 1-t14' 1-1/4' Y ta :lb:. la/fl- unles 2 Anchors @ F Mim O.C.1(2) 245 Anee Cops / (FIO. 1k 380 ex 380 ma 450Ibs 8901bs 7700 es 2701bs 2601Ds 344 ms T401hn 974 IDa T291bs 948 @s 341 4421bs 560 ma 4 Amhom a3,V Min O.C. 10245 An9fe Cips/(F79.2k 7606s 780 Ns 7901hs 1B701bs 25256s SOO Ibs S601bs NIA 11201bs 7481bs 8801bs 1092 Ns 682 the 8551bs 11201ba 8 And.m ®2.71• Min O.C. / M 235 Anora aps / (F9. 3k 1120 ft 11201bs 958 ns 22461bs 2254 Oss NIA 8401ba NIA 10591bs WA 1310 hs NIA 10221bs 1327 Ihs 1 W0 Ib9 FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 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. 3) MULLION ANDMULLIONCLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SWILL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S- ANCHOR CAPACITYADJUSTMENT FORMULA: =ANCHOR CAP.,", USE THIS FORMULA TO OBTAIN THE°ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THESELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. F Q LL"J Z r y R'•n oa` oY ® FL p FL O v O t IL Z ui 0 mOs ¢ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By LY No 58705 TATE F /,JA.SL/YNMIMI4� P E- FL P.E.# 68705 ^, 125" STANDARD CLIP 2.000' 8063-T6 ALUM, XSECTION r.,25° 6 5.500" 3125" CUTHERETO .375° .375' I... `{ _ CREATE F-CLIP, SEE MIN. MIN. I r DETAILF,SHEET4 r - - - - - - - - - r-------- I I I q STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. ^DISTANCE. MAXIMUM ANCHOR HOLE \ DIAMETER ANCHOR DIAMETER, 1116'. .375• I MIN. MIN. I t I 1 I 1 I i i I t I I I I I 1 I I 2-125 u GUP I 6063-T6 ALUM. X-SECTION .125"� II E q L .33388' MIN. A I U-CLIP 6063-T6 ALUM. TOPVIEW ZCENTER OF ANCHOR LE MUST LIE THIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER, 1116", TABLE B 1' X 2.75° X.650° MULLION 6063-T6 ALUM. XSECTION 2X5 ANGLE CUP 6063-T8 ALUM. 2;00" XSECTION 125' I .375' MIN. F•- �7 ------------ � t 2X5 ANGLE CLIP 6W3-TO ALUM, TOPVEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1116'. Mull Dimension (sheet#) PGT Part Mullion Std. Clip Of(setClip U-Cfip Angle Clip 1" X 2" X.125' (5) 66605 665113NI 666111BM 666243M 666511 M V X2" X.375" (6) 666ODS 665114M 6661119M 666244M 666512M 1" X2.75" X.375"(7) 66607 666115M 6661120M 666245M 666513M 1"XZ76' X.650' (8) 66608 MI ISM 6MI121M 668246M 66651410 V X3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25"X3.18frX.266'(12)l 66641M 6661117M 6661113M 666241M 666516M 1,26'X211"X.125"(1B) 1 69370 WA NIA I WA 668517M tQI C OFFSET CLIP NOTES: 25° 6063-TB ALUM .740°-F---TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �-I 2) SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCAMONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. F-1.266'� .125" 125' 1.26°X 2.11'X.125" MUWON 6063-TSAWM. XSECTION TABLE A Dimension Value(In) ForMulllon: A 1.625 1' X2' XA25" Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 A 1.125 1' X2' X.375° Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1' X 2.75"° X •375Aluminu Tube Mullion 8 3.000 C 0.757 D 1.118 A 1.312 1' X 2.75" X .650' Aluminum Tube Mullion B 3.000 C 0.478 D 0.B36 A 2.000 V X3.125" X .5W Alum Tube Mug B 2637 C 0.863 D 1.137 A 2.625 1.26' X3.188° X.285" Alum Tube Mull B 3.262 C 0.862 D 1.782 A 11.26' 1.813 X2.11" X .121' Alum Tube Mull PRODUCT REVISED as camplying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 711A,,, �.."1' ` ,\"OtV LY/VN ' �. No.58705� pro G 40 A7tN�l E.fitt`A.E. FL P. 8705 I I 1�♦ Ire 1253=25'X.100' 125'X 3.25'X.624° MULLION MULLION 6005-T5 ALUM. 6005-T5ALUR X-SECTION XSECTION 2.661' I r I .125 125' 30° 3.250"45' BAY MUUUO 30' BAY MULLION 6063-TB ALUM. 6063-T6 ALUM. I X-SECTION XSECTION 228-T 1.250'--�j 3.94° 100, .624 --i .82V t-- 1.25' X 3.94' X .624^ MULLION 6005-TS ALUM. X-SECTION 740° �A25" ®qa 8 i} I .125" STANDARD CLIP Irr c 2.000" 6063-T5 ALUM. I 2.125" I X-SECTION U-CUP 2.000"LLE CLIP I6063-T6 ALUh1. BALUM. X-SECTIONCTION ,125' w 0).126" n 6.500' CUTHERETO .375 3-12S-j _CREATE F-CLIP, SEE •375" MIN. I DETAIL F. SHEET 4 I I I i I I I I I I 1 I I I I t i I fI I I I I I I F 1 I I I I 1 I I I 1 I I I I I I I I I I I STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10.17 FOR THE ANCHOR D.C. DSTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 11161. 375".375' MIN. I I 1 1 1 I l I 1 f 1 1 I I I I I I 1 1 1 2.250° I I I I I I 1 I I I H I I I I I I I I 1 G OFFSET CLIP .125' 6063 TB ALUM. TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". '375° CENTER OF ANCHOR ROLE I MUSTLIEWITHIN THE DASHED BOUNDARY. SEE F SHEETS 10.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM i ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. U•OLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Value (in) For Mullion: F 3.687 1' X7 X G 1.000 .125' Aluminum H 2.680 1 3.000 Tube Mullion F 3.187 1"X4'X G 0.757 .375' Aluminum H 2.430 &7 1.25'X3.25" MTube X.100' Aluminum Tube Mullion TABLE D r-------- --------i 1 I I I I 1 I I 1 I I I � I 1 I I I I I I I I I I I TABLE C, CONT Dimension Value fin) For Mulllon: F G 1.938 0.500 125" X 3.25' X.624' Aluminum Tube Mullion H 1 1.438 3.250 F G 2.625 1.125 125' X 3.94" X.624' Aluminum Tube Mullion H 1 1.500 3.260 F 2.813 30° Ba Mull F 2.875 4S Ba Muil 0 co MIN. 2XSANGLE CLIP° m0 s.0 6083T6 ALUM. ..� 5 g 92 mD TOPVIEV/ g m �°� c%-; Mull Dhnenslon (sheet#) POT Part# Mullion Std. Clip Offset Cllp U-Clip An0le Clip 1-X4-X.125-(10) 69364 666111M 6661122M 665241M BOSSISM T X4'X.375-(11) 68610 666112M M1123M 665242M 668519M 1° X 4" X.377 "P (11) 1.25-X3.25'X.WO'(13) 1.26" X3.25' X.624- (14) 66B53 20160120312 20181/20315 668112M 6661127M 6WI12BM 6661123M 6681124M 6661126M 666MM 6662410M 6682411M 668619M 6W5115M 6665116M 4.25" X3.94' X.621 (1S) .1. BWII17M 6661126M 650241M 686517M 30 Degree(19) 66649 WA NIA WA 88&5110M 450egree(20) 66650 WA 'WA NIA 8665111M PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 0 Expiration Date 05/26/2021 Mlaml ade uct Control rn V Z ui 11)11111111// w O.......... / �* `* No. 5&705 j '.,S�ONAL 5 0. A. LYNN MILLER, P.E. FL P.E.# 5B705 I TART r F Mull D' lmenslon PGT Part# rt (shoot#) M11111on Std. Clip U-Clip Angle Clip � I-•125' 2"X4''X.251(16)' 66602 666261M 666271M 6565112M 2° X 6" X .25" (17) 66604 666262M 666272M 6665113M I STANDARD CLIP 2.000" 6063-TOALUM. X-SECTION NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 21 SEE SHEETS 1Lr17 FOR SUGGESTED, APPROXIMATE �1,gg0• HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' CUT HERETO 3.500" CREATE F-CLIP, 2.000" , I DETAIL F. .375` ,875. MIN. _SEE SHEET F MIN. 4.000" 250" 2^ X 4" X .25° MULLION 6063-T6 ALUM. t] X-SECTION .250" ---2.000"--j 2"X6•X25' MULLION 608376ALUM. X-SECTION 2- �-------- I I --- --------- I I I I I I -I-- I 1 I I I L_ _____ --- __-I_ --I- I I 1 I I I 3.4 8" I L- STANDARD CLIP CENTER -ANCHOR HOLE MUST UE 6063-T6 ALUM. ZWRHINTHE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FORTHE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETERANCHOR DO+METER+ 1/16", 5.500" CUT HERETO 3.500- c:ATEF•C"" .375° •375" MIN. r- T. _6VE�ETAIL F, rMIN. �----- -- -- ------------ I - STANDARD CLIP' 6063-TE ALUM. TOP VIEW ®fin s°I I U-CLIP 2X5 ANGLE CUP o� ^ 2125° 6063T6 ALUM. 6063-T6 ALUM. oz XSECTION 2.000' XSECTION ED- 04 .125' I .125• y+ Ti U I I O 1 F•-1.490"---i � I J rn -j y 5.000' _ 375" W O o .375° MIN. F ZO c CO Z r ------------___- T----- � Z Z LUg I I I � I I KWK ❑ '� � 51 Q J t + 3.438" i j--------j z V Q 3438" i i ❑ N I I Q. d�Zoa2 I ! .375° �: Z o 0 L_________________ J MIN. N W 2X5 ANGLE CLIP U•CLIP,6083•T6 ALUM. - =U' '¢ Q Q SED FOR 2' X 4" MULUON, SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM, a- e Z to L TOPVIEW l"-,.,N THE DASHED BOUNDARY. SEE TOPVIEW Ya E m p m( SHEETS 10-17 FOR THE ANCHOR O.C. O 6- o ALL' L CEMER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE rJ a o y ���• WTFHIN THE DASHED BOUNDARY. SEE DIAMETER ANCHOR DIAMETER ♦ 1116°. SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED DISTANCE MAXIMUM ANCHOR HOLE as complying with the FWrlda DIAMETER: ANCHOR DIAMETER+1/16". Building Code s.DDD NDA-No. 17-0630.01 MIN. Expiration Dad 5/26/2021 .375' gy -- -- f----'- l Miam- a Product Control I E 1 { 1 I I I I I I I I I I I . I I I I I I I � r 5.438' � + -------- SAW I I \IIII11r/ I i i _� Qom.``• •' y-10ENSF •. ���� No.58705 •� I I I .375" `*:• �- _ L--------------------- 3 U-CLIP 2XS ANGLE CUP %�s '•��ORiDP,.•'G�C�`� 6063•Te ALUM. 6063•TSALUM. � USED FOR 2° X 6' MULLION. SHEET 17 TOPVIEW N !! �ONAL \ TOPVIEW A. LYNN M11211R, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD --- THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.07-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION 15 SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32+1"=65•. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED m G o� "-SEE FENESTRATION PRODUCTS APPROVAL SEE DETAILS, SHEETS 23 DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A, SHEET 7, THE V X 2.75" X .375" MULLION (LENGTH = 72', OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 1S +1.58,3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650• MULLION (LENGTH = 72', OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF-1-72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 4' c g o Z m 72" OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. La MULLION LENGTH ^ SEE DETAILS, SHEETS 23 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN _ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY, Z J 7 W N 5 N o U rc NOAN�INW IDNDOW SILLTHE ANCHOR CAPPIACY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X( 636 LBS ) = 524.9 L85 (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) F co I--Muu WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON 7HE JAMBS AND USES A CONCRETE HEADERAND SILL THE WINDOW FRAME DEPTH IS 2.3/6". THE OPENING REQUIRES A z s( DESIGN PRESSURE OF+50.OA65.0 PSF. J .2 rc; Q t FOR THE VERTICAL MULLION: F Q 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, 7HE MULLION LENGTH IS 32"+72-4V-105" AND THE OPENING WIDTH IS 36"+36"+1"=73°. REFERENCING SHEET 25, Q Z I THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2,VO" AND WILL 1-" co m a p E1 U) EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-65.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. LU n - SEEDETAILS, FROM TABLE 3A, SHEET 7, THE 1° X 2.75' X.375' MULLION (LENGTH =106", OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS -1-15.1 PSF g VULLWIDTH SHEETS2a AND WOULD NOTBE SUITABLE FORTHIS APPLICATION. XW FROM TABLE 12A, SHEET 16, THE 2-X 4" X .250" MULLION (LENGTH =108", OPENING WIDTH =80-) HAS A DESIGN PRESSURE OF+I-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ¢ Z 0 1 (L'o FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m0 s,( -5 EE SEE 32' FENESTRRATION DETAILS, BECAUSE IT IS NOW KNOWN THATTHE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74', NOT 73"AS PREVIOUSLY F g ` o� rcC PRODUCTS SHEETS" ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL",24 \ THE 73" DIMENSION (35-12"+35-112•+2'=73q. PRODUCT REVISED \\ as complying with the Florida Building Code _ I 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. iN THIS EXAMPLE, ASSUME THE POURED Noa-No. 77-0630.01 VERTICAIi I CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6', CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION ` - - SEE USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date 0512612021 LENGTH DETAIL DETAIL E, OPENING SHEETS 2-4 SHEET3 THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: B Y HEIGHT In Mlaml-1? de Product Contra FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4" X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER .n, MULLION U ION MULLION TYPE COULD BE CHOSEN. rn F- =U' 1) THE MULLION LENGTH IS 36• AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDALrrRIANGULAR LOADING MAYBE USED. FROM TABLE 12A, SHEET 16, THE 2" X4" X .250" MULLION (Q LENGTH = 42", OPENING HEIGHT =120•) HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Ix SEE REQUIREMENTS FOR THE OPENING AND MAYBE USED 1N THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" d SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ui 5 f I I 1 I i I ANCHOR CAPACITY OF 521 LBS. �N� NY LYN —MULL LENGTH MULL LENGTH I 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE o �1�,: • oCENSF •. �(�� Z . Q'- •, OPENING WIDTH FOR VERTICAL MULL--i ANCHOR TYPE IS A #12 STEEL SCREW, i No. 58705 ;• FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; W-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; 0-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION) p i ,n •. f' _ (V�` THE LOWEST DESIGN PRESSURE IS+164,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS = ii (C '••;COORIOP ••'G ��''ssZONAL VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION � �N,`,,, ` PRODUCTS, WALL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT SE INSTALLED IN a A. U� MMILLVA, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. - U FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: L I PW 1/10 FAIJ.y NEW �� mop � LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALTIRIANGULAR LOADING: ff_ HINGED 2V\ DOOR DING OF HORIZONTAL MUI o� a �^ o Ii LL ❑ � OLIJ N vtn `wN U > C° F= LLl =- W J LT 17) (9 W O $ i- (D (n _Z _ z z m 2 Z EU LOADING OF VERTICAL MULLION w . U s0 �z IL Z Z n Q N 0I z PW a Wm 'boo U U o NW cr p 1 U -1 ¢Z O ie SH1DH 00i 4 PRODUCT REVISED / aBuilding s com 1Cing odwith the Florida e NDA-No, 17-0630.01 Expiration Date 05/26/2021 I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED DOOR PW i NOTES: 21� - BY -a• mi. -D�a a Product Control 1 iI 1 1) DRAWINGS ARE 1I 1 f RERESENTATIONS OF TYPICAL I PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM THOSE SHOWN. fj I 2) IF THE LOADING TYPE CANNOT ?hV 1 ,.``ONY LYNN�''',� "•••. /LJ '� BE DETERMINED, USE PW RECTANGULAR LOADING. i �� a ,. L�ENSR'�((� _ PW `�P��-•' 3) SEE PRODUCTS' APPROVAL FOR yk : NO. 58705 1 ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I r� (i-� / PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i '-'1/ �Y / -d •: '/ A — •,(/' �: . ....R.... , LOADINGG\?� LOADING OF VERTICAL OF HORIZONTAL A'I!Y�NAL P E. MULLION MULLION FL P.E.# 58705