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Product Approval (3)
tt ¢ t S SCIS Home ry; Log In m User Registration i Hot Topics ? Submit Surcharge Stats&Facts ; Publications FBC Staff BCIS Site Map ;u Links Search �` Co E ^Tn f> Prouct Approval y �xr dUSER:Public User >_c:^ ct n,:;ronrat:,.^.S-ar:.h> _•::,li:,,_:^r__.c_.>Application Detail r• FL# ,F.L2�`S�TT1_R1.O7 Application Type Revision Code Version 2014 Application Status A *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Indus•rles Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext'22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Wi:d=b yp Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL ---- Referenced-Standard-and-Year-(of-Standard)-- Standard -Year--- TAS --- Year -TAS 201,202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 Date Pending FBC Approval Date Approved 05/25/2016 Summary of Products FL# j Model,Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions Limits of Use (Certification Agency Certificate Approved for use in HVHZ:Yes j FL?;I. :';_; 1'-'t??_ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance (NOA)for product performance information,and mullion clip Verified By: Miami-Dade BCCO-CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: x E Ca! Safe M IAM I-DADE NL UAlt11-DADE COUNTY l�'d`��81lyNNW PRODUCT CONTROL SECTION DEPARTAIENT OF REGULATORY AND ECONOMIC RESOURCFS(RER) 118058W 26 Street,Room 208 BOARD AND CODE ADMTNISTR4.TION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.rniamidade.Qov/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, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within thoir jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianu--Dade Count), Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velaoity Hurricane Zone.- DESCRIPTION: Series "PGT"Clipped Extruded Aluminum Tube Mullion—L.M.1. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: 'Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automaticallyterminate this NUA. 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 Kaini-Dade County, Florida, acid _ 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 and renews NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez.P.E. NOA No. 16-0218.03 MIAMI-DADE COUNTY Expiration Date: Mary 26,2021 Approval Date:April 14 2016 Page l i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted curler NOA No. 10-08.19.0 2. Drawing No. 6300JR, titled "lin pact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29111, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lyme 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 Wild Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA]Vo. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC St' Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a-ez,P.E. Product Cont of •aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC_51h Edition (2614), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series `TGT" Clipped Extruded Aluminum Tube Mullion L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel P.E. Product ":o.' � roduct Contr I E miner -0218.03 NOA No. Expiration Date: May 26,2021. Approval Date: April 14 2016 E-2 it I II— I I SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT R LARGE AND SMALL MISSILE IMPACT--RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE w „ ! 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, GENERAL NOTES........................... MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS...............................1 FIGURE 1: '. ELEVATIONS........................_......... MULTIPLE —OPENING WIDTH FOR VERTICALMULL-- 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLT02X WOOD........................2 o a o -----1 ARCHES 700E 2 w MULLIONS - I INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL To 1X 8 MASONRY....._.......2 o Y LL SEE DETAILS I 'RECTANGULAR NOT HAVE A GAP OF MORE THAN 114•FROM THE CLIP. INSTALLATION NOTES...................2 A-D,G,H; SHAPE MULL TO MASONRY.......................3 N SHEETS 2J MULL TO STEEL STUD...................3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL 70 MULL................................3 W T` DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 U) IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALT ER14ATATE CLIPS...................4 Z "�`� to BAY MULL INSTALLATION ....4 0 F -�\ �/ \ 5 1 X 27125.125 MULL SPECS...............5 -U 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE J ILII rfA t\ i INSTRUCTIONS. t X 2%.376 MULL SPECS.._...........S � _ 1 X 2.75 X.375 MULL SPECS. ix SEE DETNLS Il III YI 1 X 2.T5 X.65 MULL SPECS..........B L Z o ATHRU G: / i Y 1 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.525 X.500 MULL SPECS.......,0 LU O a SHEETS 2-3 U---� -- 1 I LI SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER t X 4 X.125 MULL SPECS...............10 V _ SHEET O; t X 4 X.376 TUBE MULL SPECS....11 7 ~ N I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN Y- Q J iI / III SHEETS 2J I X 4 X•376 T MULL SPECS........11 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.168 X.205 MULL SPECS 112 lD VERT. �"- l OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 Z) Ij z° �• HEIGFIT Z MULL , FOR 81 WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X D.2s x.624 MULL SPECS 14 - LENGTH I o 7,, - HORIZOMAL 2 X X 3.54 X.624 MULL SPECS...,.16 Z W SEE DETAIL E. MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS................16 J Q o rcZ SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6X.26 MULL SPECS................17 Q d, �`• .,�/ AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 X 2.11 X.125 MULL SPECS....iB F- w r r. REACTIONS. 30'X 3.26 BAY MULL SPECS.........IS Z 1,- 45'X 45'X 3.26 BAY MULL SPECS.........20 Q O MULLION&CUP DIMENSIONS......21-23 V-- Z 8 vOD vo FENESTMTION B)REFERENCE:TEST REPORTS:FTL-6443;ELCO UL7RACONIAGGRE•GATOR NONS EXAMPLES 1&2...........................24 u7 J- - S PRODUCTS MAY LOADING EXAMPLES........_..........25 (D Q o ` _BE OF'ANY TYPE g)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CL MUST 6E CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH wY Y MANUFACTURED BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U (ZW9 Q 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ : O /SEE DETAILS I 2 o s:OA-D,G,H: f 11 .B mR inL )QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENINGSHEETS 2.1 I- Jii 190 k-, I,IULL I WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOh ., LENGIII HORIZONTAL J�f MULL 1 LENGTH INSTRUCTIONS; 'ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. HDRIz MULL LENGTH— 2)CHOOSE MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. MULL OPENING I— 1 '1 LENGTH I` _�_ _WIDTH 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR-OR-TRIANGULAR/TRAPEZOIDAL'. _ T _ _ -I � - r¢ I OPE HEIGHT`UNG �—- - 1-. 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1ATHROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING pRWUCT RC•VYSBD ---= . I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE " m I p gine with Ulm Florida OPE UNG MI ,y `� FOR ) lAu,.ng.I HEIGHT LENGTH I' f HOFLL MULL MULLION CAPACITY(LBSIFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT fLBS1FT'1 FOR THE OPENING OBTAINED IN Acaplence t,M 1 n249. { M11ULL '� jf' MULL STEP 1). B deli n[Yale /1 L I — LENGTH ) P l pD� L — I 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE DY --,_i- l J. REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. MiWi o hoduct Cat SINGLE MULLION SINGLE MULLION OPENINGjWIDTH _ Foa vERrICAL M1IULL L 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLEtYy LYI•)`� OPENING WIDTH ANCHORISUBSTRATE/ANCI{OR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� OV ••••••, IDR VER TICAL MULL CAPACITY IS MET. : ���,•'•�5{',faJS/; •.,Cp P•' SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE i ABOVE. 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE NG.56705 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 - wg STANDARDS USED;•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION B)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION -13 •ANSIfAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT21 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION 'S� •'•.,F<ORIU�`.•' �� •ALUMINUM DESIGN MANUAL,AOM-2010 PRODUCT ASSEMBLY. ��O ,• �(j"; •AISI-S100.07IS2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT, A.LNN1�I i{R�I.E. FLP.E.#58705 . II • it - . ' W N DETAIL A: DETAIL B: MULLION '+5 0 MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP,ANCHOR ci, OR WOOD FRAMING w WOOD BUCK AND MASONRY AND /-PERSUBSTRATE, eY O (OFFSET CLIP SHOWN) ATTACHMENT SEE SEE TABLES 1B-165 (STANDARD CLIP SHOWN) 0Y OTHERS, J I SEE NOTE 1, —/%��/� / N LL MULLION SEE SHEETSQ SIIEET 1.,.. - --; / S D] d I I \ 1 ._ .. ...' Z 1n EITHER THE I 1 21-27 FOR HCLE I°I.\I GOMIN 2.7 CRE7 EDGE 9 F' STANDARD OR - n I LOCATIONS d. I i CONCRETE OR Ch4U' I DISTANCE, J lW OFFSET MULL e I EDGE o I I SEE SEE TABLES _ CLIP MAYBE I DISTANCE m e EDGE DISTANCE 15.168 P (n INSTALLED BY \ I II ^ /--FOR MASONRY -� THIS h1ETHOD. d \ FOA W000 \ I i ANCHORS m Q O Q \ scREws SIDE VIEW 250'lFOR d 1 z M Y .IAX ALL MULLIONS < de I- O J ° d \ `n EITHERTH£ .� e c _ �\ - < ' STANDARD OR U m _ - e d OFFSET h1ULl Z o� n a \ a CLIP MAY BE m ' d d EXTERIOR n INSTALLED BY F- A -¢,__` _ THIS METHOD. "Z .. d EDGE 4 \ ' _ ¢ Z r DISTANCE \meq r FOR Z Z lMSONRY < a1 I,' Z 0a THE OFFSET CLIP IS ANCHORS JIJ Q Z' N RECOMMENOEO FOR LA BO EXTERIOR °d FIN-FRAMED N YIINDOWS,UTI.IAY M O or ALSO BE USED FOR W Fa -• OTHER FRAME TYPES. `1 `L a Z a 0 0 a E zU) cn $qq Of TYP,ANCHOR //-PER SUBSTRATE, -PER SUBSTRATE, "PER SUBSTRATE. / SEE TABLES 15.1613 SEE TABLES IB-165 / SEE TABLES IB•1SB I EDGEIEND __"SEETALE / ///�� BUCKSTRIP AND EMBEDMENT / BUCKSTRIP ���� SBEGB BLES �• ATTACHMENT AND.. / A . BY OTHERS. TTACHMENT rll.-CL / Eh18E0MENT' ,, SEE NOTE I. BY OTHERS, SHEET 1. SEE NOTE 1, ., •• '-- " SHEET I. , • MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT RC•VISRD FRONT VIEW 6s conivlyin6%via]the Rod& Building Coda pi— INSTALLATION NOTES: Acce1$o� E< rnlion Uole /lp2) By 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Mi!ul do�Ivducl IIII 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ���\L QCl�YNDI A iii ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` ,gyp ••• ••-;�(� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �LCf^Igp FOLLOWING SHEETS.FOR DETAILS A•D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. F.• 3}ANCHOR HEAD TYPE MAY BE PANHEAD,FIEXHEAD OR FLATHEAD. NO.58705- .• 4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C,SHEET 3. 116 IL` C). . $Lsi(401= •,�.�: 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE MIAMI-DADS COUNTYAP PROVED ; r,''•., P•'•�('j ELCO ULTRACON OR ELCO 174"9,5.AGGREGATOR MASONRY ANCHORS. !'Ll71tlD IJ C1 A.L NN MILLEF2'P.E. FL P.E.H 58705 DETAIL E: DETAIL C: 1—.128•MIN. MULLION TO MULLION °En MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: �x = MASONRY STRUCTURE MULLION (U-CLIP) a 1)MAY BE INSTALLED IN"TEE"OR"CROSS' �'�' a (STANDARD CLIP SHOWN) �^ I D INTERSECTIONS. VARIES Sz R w 2)MAY BE INSTALLED HORIZONTALLY I TYP.ANCHOR (SHOWN)OR VERTICALLY, STANDAROOR EITHER TME I —PERSUBSTRATE, r ' a I I �~ (V OFFSET MULL \ I l I SEE TABLES 1e-139 _ 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 , ` 03 CLIP MAY BE - i I TOP VIEW INSTALLEDBY I gpgY EDGE DISTANCE FOR CORRESPONDING MULLION. D7 $mz W THIS METHOD. I Ij I ®e FOR MASONRY -MULLION O F Ie' ANCHORS VARIES- THIS J U.J J W SELF-DRILLING OR PPE-DRILL U) • \" `./ MULLION AND USE SMS W (D00 0 o EXTERIOR . ea \ - s �7 -MULLION U) W H Z J EDGE DI57ANCE TlIE OFFSET CLIP IS L FOR MASONRY�a n RECOMMENDED FOR F m ANCHORS T FIN-FRAMED z U g WINDOWS,BUT MAY - LU CLIFSECTION '_5 �a W - ALSO BE USED FOR Jr�/J = U A _ OTHER FAME EXTERIOR J [n hz TYP.ANCHOR .A Q z •-' PERSUBSTRATE, 4 //—SEE TABLES 1B-13B Q Z Za N r CD / u) Z / TYP.ANCHOR SEE SHEETS 2I-23 FOR Q ti O Bp eUCKSTRIPi PER SUBSTRATE, HOLE LOCATIONS - AN SEE TABLES I6-138 FRONT VIEW EDGE J .T B In J _Q ATTACHMENT _� W • BY OTHERS, DISTANCE (Y Q X Y EMBEDMENT • SEE NOTE I, SEETABLES h' r-' (� (n co SHEET 1. - _ _ IB-13B < z Q O O •. .... EDGE Q.. ^ DISTANCE a s z mO y0 MIN 2.7 KSI CONCRETE OR CMU SEE TAS aha, MIN 2.7 KSI CONCRETE OR CMU 18.130 SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I TYP.ANCIIOR PER SUBSTRATE, O 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABSEE TABLES IB-13B ABOVE ARE FOR PICTORIAL REPRESENTATION °" :'� SEE SHEETS ® PRODUCT IiEVISGD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 21-23 FOR MOLE M cmuplyiq w4h the Florid. FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. / LOCATIONS Huildi��g C.&`� r\captallccNu>6-021$,63 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION0. Vu.n[D I Ualc 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. N M1tJda al 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ✓ EOGE \A. ! ELCO ULTRACON OR ELCO 1!4'S.S.AGGREGATOR MASONRY ANCHORS. _DISTANCE `\�1\ 4\I'I.V FOIA STEELSTUDSTHINNERTHAN SEETABLES (�i\ -........ FRONT VIEW 10GEAA OBACKER IITHUINE STUS BUILDING 1B-138 �r:,•'�\CCF13C '• '1n D. ATTACHMENT BY OTHERS. i� EXTERIOR USE WOOD ANCHOR BPECS Np-;jB(O SIDE VIEW NOTES:, 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD !3•, {A C ANCHOR VALUES MAY BE USED. ', 2)SEE CORRESPONDING MULLION TABLES, - l SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LYNN lftl_ rrr A.L'YNtJIt LLEA,P.E- FL P.E.#58705 i TABLE to e A Mullion Capacity Table Ib6JR7 OponIng dth(for vedice(Vspervi rnuQont;)or Opening Haight(for horizortially-spamIng millions) 501n 601n 701, 60 In 901n 100 In 12D In 1401n ISO In ffi• o ReclerglW TMprrdan0• Re t 0.1a Tiap/Tden9. Reclengolar iTmpfTdarp, Reclangll-1 TTapM.rg. Recrongdar M. d 4: pRrWg. Reelen9u19I TroprTdorg. Rectangular Trepftdong. Reclenprtler hapndag. Raclengular Trop7Tdenp. 1 x2x.126 L. In Loading Loading Loading Loading Loadrg Loading Loading Loading Loading Loading Loadng Loading Loading Lowing Loading Leading Loadno oY a: U Alum.Tube •�•,. .&g b' .&q .g&_ F Fg'_ Fg b'_ _ & S ,F F .S �' S & t Al .dF .F .b' .2^ S .�' .F .F F .;:' e Mullion � c5� Rf�r gy gf@ 13 8y i� dcd 5 dca' drc� z�� d@ dr8 �C dr n did d iC s d 2.d did QcK iE drrc f ' d �K W Z W 42 In 111.9 108 I2B.6 ]SZ 87.2 40a 119.6 g25 79.9 408 ',107.8 321 69.9 408 104.1 319 82.1 108 104.0 319 $5.9 408 10{.0 319 46.0 408 104.0 319 39.9 408 101.0 319 35.0 406 {04.0 ]19 O I~ 1J J W 40 n 74.9 312 87.8 268 82.1 312 i3A 252 53.5 312 X67.0 248 46.8 312 032 246 41.6 312 61.3 244 31.5 312 61.0 244 31.2 312 61,0 2N 28.8 312 Gia 2N 23.4 312 81.0 214 50.6251, 87.8 281 70.8 234 63.2 281 61.6 226 15.8 281 �55.T 224 39,8 251 52.1 222 35.5 261 60.1 220 31.9 201 49.3 219 26.6 281 48.3 219 22.8 281 48,3 219 20.0 281 49.3 210 Z A To 5/Y1 62.0 211 5T.5 20T 4J.9 247 f9.5 202 ]7.6 2471,N.B 199 32.9 247 41.5 198 28.2 247 39.1 1131 26.1 bT JB.4 197 21.9 217 78.1 197 15.8 247 38.1 Igl 10.4 247 313.1 193 CfT O O M 601n 38,4 200 41.2 LTO 52.0 200 35.4 168 27.4 200 131.5 163 24.0 200 26.9 160 21.3 200 27.1 f5D 19.2 200 26.8 157 18.0 200 26.0 166 h U) J n 3J.f IBI 75.3 155 27.6 181 30.3 182 23.7 181 '26.9 149 20.7 101 21.8 146 18.4 IBI 27.5 IN 16.8 181 21.7 14] J 66 In 25.8 165 J0.6 142 24.0 I85 26.1 I39 20.6 165 23A 136 18.0 165 21,0 134 z zd 721n 22.2 119 23.3 120 18.5 iJB 19.9 Its We 139 17.5 lie ? N� � �? 761n 18.9 126 18.7 108 15.7 125 16.6 107 z 781n 17,5 118 18.2 101 Q J ad' ~ J Q N o TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q -- Z Anchor Ca act Table Ibs I- u729 00 y00 SumUale' 2,7k Corcrola 3.5M Conn. Hoeow CMU ANCHOR CAP.,„,,,,,,\ rn �w FI7W CMU PT Wood Metal (DP,•,)X( =ANCHOR CAP.,„ 0' 5'16'Eko MULLION CAP.,,,,,,,• Anehor Type: 3110'EP. Uft mn 11�'Eko Umaem 311fi'Eko U109eon 114'Eko UNecm 114'S6 Eko 5110'Elco V4'56 Eko a10 Steel /it 91¢N 91261eel W X Anchor Cllp Pelleme Nbaeon AggaGala Ultmon AgoreOela Sc (G5)Screw(a5) Saew(as) USE THIS FORMULA TO OBTAIN THE'ANCHOR N Edge 0lsrance Cm). 1' 2•lr2' 1' 1 2-10 3-118' 1' 212' 1• 1 2-Ifl' 2' 5118' 2' O./B' 1 0"54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN FL X Embednent Ont 1-314' 1414' 1.314' 1.YV 7 {-1/4' 1.114' 1.114' 1.114' 1.1f4' 1-1l4' 2' i ve' lana• seder ACTUAL PRESSURE REQUIREMENT FOR THE 0 2Anctwra®4.75'Min.O.C.f SleWerO or Ogeeigip(Fp,1t 390 pa 7BOMa 450Im 8901m 154413-4 270Im 280 iba 334 Aa 740Im 77416. 6641m 946 lb: Wllb$ 4m 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION aeZ 0 4 Arrohon®1.15'Min.O.C./Slandad(a Opseq CHp(Fq,21' 41301bs 700 lbf NIA' WA WA WA 3801m NIA WA NIA WA WA W 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED Y.Q4Ahe®]'MIn.O.C.7(2)245 Angle glpel(Fq.3t 7e01m LBO Im 6001m 15501m 1595Im 54a_ 5601m WA 7601m 74n Im BBOIm 1130213-5m 11201m MULLION.IT WILL YIELDAMINIM17UM ANCHOR 16 -6 H ��m�2 Anchom®0.45'Min.O.C.7 Ugip,kto.l25'Aum.(Fq1) WA tUA WA WA WA WA NIA WA WA WA WA WA 115 roe CAPACITY WHICH MAY BE USED TO QUALIFY o '1Anctror l FCOD(FigSt 195 Im IBSIm 225 res 145 rea 822Na 1J5 rea Ila IDa 17713-4 770 res 1071m 332 1m /1J ImmADDITIONAL ANCHOR OPTIONS FROM THE 2 AmhmQ 1.15'Mm.O.0/FLT FB. 210 res 350M N/A NfA WA WA 190lbs WA WA WA WA IVA m 500 Im ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I FIGURE I: FIGURE 2: TABLE NOTES: • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCF RI: ISrD Q os wills the Fltrida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. complying --I 1.000' f-- Building Cod. OZ)8 Acccplalnc<as 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Ca Train Data FIGURE 3: B 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, y HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' Miansl c Product FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 0 i L 12� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r' ���rTM1\(�'..•••.. FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED r\ie,• �Cc,;t•tSF YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' �' • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK( )10 GAUGE.STRUCTURAL STEEL TO BE AT _ d3 V X 2'X.12u MULLION1i71 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND lila" �-�---� THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,16.6 S.S.OR 410 S.S. r• I� G.T,: I_J- { Z �•i�;1a •..�LOfi1D�':•' �C9, A.LYNNyI,�ER;3-.E. FL P.E.#58705 TABLE 3A QR Ip _ Mullion Capacity Teblo Ibe/fi7 pIA Openln Wldth(for verlicaliy-sparving midpons)or Oponing Helght(forhorl n1aly-sponningmU11ons)o �+ a a 601. so in � 7alnay- 601n BO In 1001n 1201. Ito In 160 in �'kt Rectangular Tmp'Tdong. Reclenodsr Trep77dang. Rectengulel 'Trutri.g. Recte.gdar TreprTdang, Rectangular Tr.prTdeng. Rectangular Troprrdang. R4wlenp1ler Trep/llleng. Rectangular TrepTri.ng. Rxtenlyler Trepf l no. ado 1%2;76'X Load. Load Loedn Leaden 1.n'ad ed Load Loadn L9ed Load Load. Loedln l.oedn Loedn Loedn L.n Laedn Load. 0 ng 9 9 !W o n9 np g ng rg g g 0 B 9 9 B g x'376 ANm. � Jubo muillo 6B6� 5� E 6p .� B � fi 6� E �� �' 6� 6� �g m°yen F- _19 z 421. 170.0 020 170,0 475 170.0 711 170.0 476 f70.0 668 170.0 608 170.0 892 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 145.7 1301 170.0 521 127.6 1301 170.0 621 111.6 1301 '170.0 521 0 W 170,0 708 170.0 524 170.0 050 1100 551 170. 892 170.0 630 Woo 1133 170.0 661 151.8 1139 170.0 677 138.0 1139 170.0 680 113.8 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 _ _ •50;§251.--70,0 717 170.0 587 170.0 098 170.0 671 167-0-A2 170,0 694 146.6 1032 170.0 723 130.5 1032 170.0 747 117.4 1072 170.0 756 97.9 1032 170.0 766 93.9 1032 170.0 756 73A 1072 170.0 756 �m W o� O n 170.0 787 170.0 812 161.3 BOT 170.0 691 138.2 907 181.7 770 120.8 907 152.6 720 107.5 907 145.0 714 06,8 907 141.1 710 00.6 007 110.D 709 69.1 907 140.0 7D8 60.5 BD7 140.0 709 m O BG In 141.1 735 151.5 625 1V 735 130,3 611 736 116.0 590 68.2 735 106.2 690 75.4 733 99.6 583 70,5 735 95.1 670 55.9 735 01.6 574 50.1 735 BI.6 671 14.1 735 9L6 671 � (MO J 031n?,)121.9 668 170.0 570 101.0 686 111.5 657 E57.0`' 88 i9B.9 S{7 76.2 B6B 80.1 638 87.7 888 67,9 631 80.9 668 78.8 520 50.6 668 76.6 521 47.5 866 75.9 521 36.1 868 75.6 521 trl J U 17S .0 807 1121 522 Ba.3 607 90.5 SSI 6.7 607 185.0 601 60.2 607 77.1 493 56.9 007 71.5 486 57.0 007 07.6 481 44.2 607 83.4 476 37.9 607 62.7 474 33.1 607 62.7 474 Z Ul g �' 4 e� .6 510 85.5 113 69.0 510 7].0 431 56.3 510 '64.3 426 51.0 610 57.8 419 45.4 510 53,3 413 40.8 SID 50,0 405 34,0 510 45.9 402 28.2 510 41,4 399 25.5 510 44.3 399 2 (n F aW .4 458 72.5 400 57.9 458 61.1 392 49.6 458 '54.1 395 43.4 456 46.6 378 38.6 456 44.6 373 34.7 458 41.6 365 26.8 458 37.7 362 24.6 458 56.0 759 21.7 168 35.7 358 ,=j J v rcZ .2 435 87.0 351 53.5 435 56.0 373 459 435 ;49.8 386 40.1 435 44.7 360 36,7 435 40.8 355 32.1 135 38.1 351 28.6 4]5 51.1 511 z2.B 1]5 ]2.0 3{7 20.1 175 ]2.2 310 Q Y .8 327 43.1 29D 11.8 327 36,4 285 29.1) 327 '31.8 280 26,1 327 26.3 275 2],2 327 25.7 271 20.9 327 27.1 286 174 727 21.0 262 14.9 317 1B.] 258.{ 267 35.4 257 25.7 257 2B.B 262 21.5 287 ;28.0 2/B 21.5 267 23.1 NI 19.1 287 20.8 210 17.2 287 18.7 2]7 11.1 257 18.8 232 ~ �161 c OX.2 227 21,7 206 20.2 227 208 201 17.7 227 10.0 l90 15.1 2:77 10.0 iB5 a' a'EtE�JEW.7 216 21.7 181 18.5 215 IB.f- 191 16.9 215 16.8 168 � ti.6 IB{ 17.9 167 , Q x ¢ O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: t- Z Anchor Ca aol Table Ib5 ANCHOR CAP.,•,,,,,, d 9'O i0 SuWmle: 2.7k cDmreto 3.5k cane. HDI"rmU FIBcd CMU PT W.W Metal (DP)X( )=ANCHOR CAP.,,a m� VIVEk0 1!4'65 Eko 5r10'Elco 114'SS EIco p10 Steel 81291ae1 P1291ed MULLIOhl CAPN zz Anchor Clip Patterns And.Type: 3/16-Eko Ullr m 114•Eko Ullmcm UIUOcon 3116'EIco Ullwon 114'Elco Uf-m A - P ggn,.G UDracon AggraOelor Scrry(O5)Saew(G5) Screx(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Uelonce Sint 1' 2-1lI P I 2-I? 31/6' I' 2.12' t' 2-1R' 2• 1 3•1/8' 2• 0.46' 0.54• 6.324- CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(b) 1.314- 1-3,1I' t-314- 1-Y1• T 1-1/P wf4• WIC 1.114• t•1N' 1-U4• 2' I've* 19l8• wrk, ACTUAL PRESSURE REQUIREMENT FOR THE 2A.I.. 4.75'Mb.O.C.I St.,ft,d v 044 C1p(Flg.1' 3B09a 390 lbs ISO Ios 890 ma 1644Ibs 2701W 2801bs 754155 7401G3 371 lbs --861 iba 946 lb, 341-1ba 4421bs 5601b, OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'Min.D.C.1 Slendard(a often Clip ffq.2): 468 In 700Ib3 NIA WA WA WA IN lbW NIA WA NIA WA WA 6621" 66511. itz01be CAPACITY(FROM THE TABLE)OF THE SELECTED 4 And-®3•Min.D.C.I(2)2x5 Angie pips/(Fig.3): 760%% 780 lbs 660 lbs 1560IG] 1896 bs 540 ms 560 lbs WA 760 lbs 710 IIx BBO Ies 1692 ins 682 lbs 8851bs 1120 IW MULLION,IT WILL YIELD A MINIMUM ANCHOR 2 A7chac®0.45'MIn.O.C.l U{2p,Into.iz5'Aium.(Fig A}' WA wn WA wn NIA WA WA WA NIA WA WA 11 WA NIA TI51bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 An h%I F1;9p(Fq,5} 105 Na f951ns 125155 1451.9 92z IDs 1]S lbs 14o ll 177 lb, 3101bs I. IM 3321bs 473 fAt Ilo 1ba '2111. 2901be ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anefore IJV Min.0.01 F121 FI9.6: 24D lb, 3501b9 WA WA WA NIA 190109 WA NA NIA NIA WA 341 lb, 1/21bs SGO Ibs ANChIOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROCIUCT REVISED n3 cmmPlyin6 with rho Florida Uuild'ulg Cn& 6 Ot18• FIGURE I: FIGURE 2: No TABLE NOTES: P.imtifon 641e, • � � --1 1.000' f- O 1)SEE SHEET 5 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. - ny SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TI Mi fi edg product Cslnlro( FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I \\\\111,( LY111I`I I�f 10 ,.p'• ........,.:lee • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750- j�.•'s LCfin HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '•'%4 ANGLE CLIP MUST BE USED IN PAIRS. �• 810.50705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED '375• YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6003T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.SHA THICKGAUGE).STRUCTURAL STEEL TO BEAT =(.11'•., ti/I f: I• .,•,,�,' � 0 � LEAST.725"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND D AT LEAST 3 SCREWTHREADS BEYOND 1'X 2.75'X.375'MULLION '. Cr �l OR1Dh••.•��. ATERIAL.q10 d 2 ANCHORS INTO WOOD MAY BE STEEL,18 THE M -0 S.S.OR 410 S.S. 91tt' A!L�1�ry)�1��1 ER;P.E. FL N 58705 TABLE 2AH - MuliionCa ac Tabla IbatDla Opening WIldlh(torwrrcaly-spanNngmullions)orOpening HelllM(for h0412oRtapy-epBrrirgmUllons) 68 in 601n 70In Coin Join '100 in 120 in S401n 100 in Raclergula Tfodldarg. RwlvrgNer 71epr7da,g. gxtanpuly ihap''Tdarg, RaclalgJar Trvdt4an9. ReclangNer T1apndarg. Re01an9Naf T1.NT0arg. ReOtangulaf Ttvdinarg RedasgNar Ttad dalg RectsngWar T[pp'Tdatg, y"Qa *' Lead; Loading Loading LOadlog Loads , t0timm Loading Lpadl L.W LwA g Lop Loading Londig Load{ Lwolog Lovdlrg Loodkg Loading i IIn C i x 2 x.378 011 ng ng 'g Ig o x Alum.Tube fig•, 7, qyp _ _ r `�, y a _ _ _ _ _ Mullion CA (n oto Z � {n 41 In 17Q0 020 170.01 435 151.31 662 17D.0 1 478 1297 662 '170,0 W6 1736 602 189.6 51B 100.9 662 166.9 617 90.9 Wt Joao 511 76.7 682 700.6 517 61.9 062 709.9 617 667 662 Wil9 517 LU 451n 121.660T 136,01 419 101-41 507 779.2 1 410 86.11 601 tlowej 403 76.0 507 1028 339 67.6 $07 88.6 307 153.6 WI 99.0 3% 507 507 99.0 396 43,4 507 99.0 396 360 507 99.0 396 J w W625 In 1n7j 460 1 114.6 370 86.4 456 99.8 1 371 74.1 456 80.5 364 64.8 466 64.6 30 57.6 456 01.3 357 51.8 466 80.0 356 43.2 456 00.0 358 37,0 456 60.0 350 324 456 E0.0 350 w a iR 541n 85.4 400 93.3 330 71.2 400 Dol) 328 01.0 Opp :7I.7 322 63.4 400 61,3 310 47.5 400 84.0 315 427 400 62.3 314 35.0 400 61.8 313 30.5 400 61.0 313 26.7 460 61.8 31300 W 0 h cD 801. 023 324 E4A 276 61.9 324 57.5 270 4-0.5 328 X51.2 264 380 324 46.9 260 34b 324 43.9 257 31.1 324 420 255 25.9 324 40.6 253 ?22 323 405 253 79.5 324 do.6 253 � c 63 In 63.8 294 57.4 252 44.8 294 49.2 246 38.4 291 ,43A 241 33,6 2D1 39.5 237 29.9 294 37.1 234 29.9 294 35.2 231 22,4 264 33.5 230 19,2 294 33.4 230 16.0 294 33.4 230 6010 40,6 266 49.6 230 39.0 208 42.4 225 33.4 2w j 37.5 221 29,2 250 341 218 26.0 268 31.6 215 234 260 29.0 212 ill 2w 28.0 210 18.7 268 27.7 209 14.6 2w 21.7 209 Z In ipn• 721n 3a.0 225 37.9 198 3p.0 226 322 191 25.7 225 ,20.d t68 22.b 226 25.6 185 10.0 225 23b 182 160 225 221 100 46.0 225 20.1 177 12.8 225 19.6 176 76 in 3(1 2471 32.0 iT7 25.5 202 27.2 173 21.9 202 123.0 170 10.2 202 21.5 107 17.0 202 19.7 105 16.3 202 184 763 12A 202 16.7 160 10.9 202 15.8 t58 B.B 202 15.p 159 ffi w � in u S ¢Z 78 in 28.3 192 29.8 106 23.8 562 25.1 165 20.2 182 220 7_7 192 7D7 S89 1&7 Tat 18.1 157 14.2 192 16.8 155 11,0 192 15.2 152 10.1 782 14.4 150 fl9 192 14,1 750 Q -1 H r l4)In 166 144 10,0 120 76.4 ttM1 16.4 126 Q Q O Z 901n 162 127 15.0 143 1--• 0 y oo xd TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA; (n C!4 M� � o Anchor Capacity Table Ibs (ANCHOR CAP.,,,,- � x SamlBib: 2.7KConctate 3.5k Cone, Haan CMU Filled CMU Pt WooO Melei {DI;,,)XI �=ANCHOR CAP.,,, N W YI0'Eka 114'SS Elco 5'16'E11 0 114'63 Eko 1110 Gleel Al2 61ev1 ql2 Sieh \AIULUON CAP.,,.,.,; U X t y5 Amt.,Type: 31IF Eiw Ullox. 114'Elco vifixon 3775'Elw Vt.,. 141'Elco Ulitecon Anchor Clip Pattema t n.- A9DmGeta Ull, 0n A77700-to1 soar(057 6-105) stmt(Gary USE THIS FORMULA TO OBTAIN THE'ANCHOR Q O Edea UI,1arce(n), 1' 2-11Y 1' 2471 3.175• r 2.112' r 2.172• r 3.110' r 0.45' 0.54" 0.3xr CAPACITY REQUIRED"CORRESPONDING TO AN pa._! Z ��� EmbMreeu t1n) i•3r4^ 1.3x4' t-Y4 1x74' r 1-114' 1.114• 1.114' t.v4. ffilbSOM ^ 2- iala' tate' mortes ACTUAL PRESSURE REQUIREMENT FOR THE _.•'. m� OPENING,WHEN IT IS LOWER THAN THE MULLION qi 2 Anoholt(q 1.75'Min,O.C.7 Standard of G4Set alp(Fig.1). 39Q lbs 390 lb, 4501D, 090 r. 1644 IM 210 IDS 2601bs 3541'1 7401M s 9401M 311 IDB 412 Itu Sfi01b, 4 Amlro 01.15^M1n.O.G.7 Sianswit(a Uri aip Intl,21 490141 Too Im WA MA NIA WA 3w bs IIIA LILA r0A 652Ws 06514, 1120 As CAPACITY{FROM THE TABLE)OF 1FiE SELECTED 4 Andra&Q 31 Min.O.C.1(2)715 Aoge aip,I(F19.3). 7W Na 1w Ib, too lbs 1580 kw 16%11. 5401ba No Itni WA 7001'1 1bs 1092 It. W21os 885 lbs 11201Ds MULLION.IT WILL YIELDA 141NIMUM ANCHOR 2 Aho @(AS'Min.O.C./Ii bto-125 Min.(Flg-4j: WA WA WA N+A I1fA WA ILIA WA 141A NTA ILIA NIA 7151. CAPACITYtYHiCH MAY BE U5£D TO QUALIFY 1Ancha/Falp Fq.Sp. 1951'1 195146 2211', M51bs 022161 1351ba 1w w, to lb, 3701raono 4731', 170 Lbs 2:nw 2eD lba ADDITIONAL ANCHOR OPTIONS FROM THE 2AIKha, 1.15'8lIn.O.G.f Fal Fg.B' 2/p ib, 350 Ws WA WA NIA S4:A 79016: WA NTA WA i Ips M214s 500ios ANCHOR CAPAC4TY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - BU FIGURE 1: FIGURE 2: TABLE NOTES m cX,7UCT Rwith 0. 'it cOropiyinb whh tiro Fkx'Itt4 /)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Bavpta Code -- 1,00W ActtpcnnceNot -DZ '03 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r'- Eapimiw DaK /z,D7i1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By_ FIGURE3: Miami de RDd.. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 111 I I I 4 0 * 2.000' ....M HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. X11 { L YI+t;•j FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�� \\nr`.. .�'Ize wti ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 303 SPECIFICATIONS.HOLLOW AND GROUT-FILLED? L .-3-75' (: `,�'•' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 90.WOOD SHALL B7• E PRESSURE-TREATED 1 H705 FIGURE 4: FIGURE 5: FIGURE 6: _ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063-T5 AND BE A MINIMUM OF.125' - THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 ANP.045'THICK(10 GAUGE).STRUCTURAL.STEEL TO BEAT 1'X 2'X.375-t4ULLI0N - UF LEAST.125'THICKAND AX ALLANCHORS INTO METALSHALL EXTENDATLEAST 3SCREWTHREADS BEYOND-__._,,.J' THE MATERIAL.010 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR 410 S.S. :a(� ✓.;, .. ......... � I,1 1L?i�ar11. 111 A.LNN MIbhEk,P.E. FL P.E.#68705 TABLE 4A p I r Mullion Capacity Table IbatR7 Oponing Width((or mllool"par9irg marfiori9)or Opening He ht(tor hodzoatalty-spetxirg mill'lons) � � a 5OIn Col. i01n 60 tH Po In 100In 120tH 510tH 180 in a 4 1x2,76X Rootang.lor 7WTA" Racwwla7 Trepruwve Ractapow AaptTdang. Re eVias TsaiYTpang. Roctangular TtapFTd.V. Racletgtie7 T1apRAang. Reetengetar Tiop'TANng. Reaiang�tar V. ng. Reolang1m TraptTAeng. c a w Loading Loading Loading Lowing Leading Loading Leedng Loading Loading Loadn9 Loading Loading Loedtq Lowing LoeJnp LoadnB Loading Loading oY U .660 Alum. W TUbO 3 AO E a u i a a a b p a t x L za rTiil tlal pInMUlllorl - ,. i ^i uCO�w0 W 4214 110,0 820 170.0 435 17D.0 744 170.D 478 170.0 60 170.0 608 170,0 992 110.0 Sig 170.9 tt 2e 170.9 521 170.0 1240 170.0 521 Ueo 14M 170.9 $21 156.7 5820 170.0 521 138-8 1620 170.0 527 J 131 4310 110.0 706 170.0 624 170.0 850 170.0 584 17ell 992 170,0 970 ITea 1133 170.0 601 170.0 1275 170.0 OR 170.0 1417 170,0 No 141.7 1411 170.0 680 121,5 1417 170.0 600 100.3 1417 170.0 690 60.6Z5In ilea 747 170.0 563 170.9 Bar 1711.0 63t i70.a 1048 170.0 884 i7a.o 1195 ITo.o 723 1628 12W Ilea 747 146.3 1298 170,0 755 121.0 1258 170.0 756 144.5 1268 170.0 756 91.1 1286 170.0 756 LU o° 0 64 in 110.0 707 tTOA 012 170.0 956 170.0 881 170.0 It1M1 170,0 754 150.7 1130 170A 603 133.9 1130 170.0 637 120.0 1130 t70.0 850 1005 1130 170.0 Bel 60.1 1130 170.0 681 75.1 1130 170.0 161 so In Ilea 065 170.0 701 148.5 015- 162.3 781 125.5 915 144,5 746 109.9 915 132.3 775 97.0 915 123.8 726 87.8 015 116.6 720 73.2 916 114.4 715 02.5 915 141.4 715 51.9 015 111.4 715 F- J to J 63 to 151.8 830 185.9 710 126.5 030 735.9 a94 108.6 530 123,2 651 94.9 830 117.2 670 84.4 63a 104.8 662 75.9 830 ODA 056 63.3 630 g1,5 O19 54,Z 830 9a.t WB 47.i 630 04.7 ai8 Z W g m > 89tH 132.1 7S7 140.0 650 110,0 757 119.8 870 94.3 757 105.9 824 82.5 767 96J 024 73,4 757 BB.1 600 08.0 757 84.2 990 65,0 757 TAA 693 4T.z 757 78.2 597 41.3 757 76.2 581 s7 J 72h 101.7 038 100.6 552 61.5 838 9L0 510 72.7 930 60.1 530 87A 1038 72.2 521 50.5 079 89.5 514 SO.A 030 OZ.3 500 42.4 830 57.2 500 39.3 039 55.3 497 71.8 9710 55.2 197 'w .7.1 �° 0.Z S78 to 86.5 $71 90.4 408 72.1 Sri 78.6 468 8. 57i 67.4 470 SI,S 671 60.6 1 411 48.0 1 571 55.5 464 43.2 57t 511.8 459 38.a 671 47.0 451 30.9 67i 44.6 447 27.0 57i 44.5 440 a 0 r <f 78 In 60A 542 63.4 474 68.7 542 70.5 465 57.1 542 1 821 450 50.0 $42 $5.7 449 44,4 642 61.0 142 40,0 542 41.5 437 33.3 $42 42.9 429 28.0 512 40.6 425 25.0 512 40.1 423 Z Q Q p 8010 *407 .7 381 43,4 407 45.4 155 77.2 401 310.0 340 32.5 107 35.3 34] 26.0 007 32.1 338 29.0 417 210.6 0}/ 21.7 407 20.1 327 16.0 007 21,1 372 19.3 107 27.0 3110 b Bain 320 35.8 356 37.2 314 30.7 350 32.4 309 26.8 XtH 265 25,1 283 26.8 25121.6 263 22.5 247uJ 242 23.1 167 27.6 236 1106 267 20.0 235 20958.7 228 28.8 295 15.7 229 16.2 202 Q s- z •� 0 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 s0 Anebor Capaeltv Table(lbs) ANCHORCAP„M„,e, F ma Sobstral0: 21k Concrete 3.5k Co.. Ffdlow QMu F61ed CMU Pt wood Melal (DP,)X( =ANCk(OR CAP.,,, 5110'Eko 1!1'39 Eko 5110-Elcn I!4"6S Eke N1161", N12 51eci NI2 Ed MULLION GAP.,,,,,,,,. Anchor Cllp P9llema Anchca Type: 116'Eko UlOacon 114'Eko uNrOcm Ultcocon Y16'Eke Ullrecan 171•Eko UNsmon P0ere0alor, Ullmcoa Apar Gelot Scr9w(05)Screw(GS) Screw(051 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edg!mifince i-my I' 2-ire 1" 2d2' 3.116' 1' 212' i' 2.Im 2" 3118" 2- O.aB' 0.54' 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Embedment OnL 1.14' 1•Y4" 1-Y/" 1•'314' 2' 1-114' 1.114' I-t t-N4" 1 1.114' 1 1.114" Y tole' 1-318' ,,edea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Am"Q 4.76'Min,O.G.I Sten38rd a COW alp(Fig.1). 3901bt 390 tbs 4501bs 69076s 1644 IM 7701b3 280ItK 354 iG5 740 PoS 974 iM G647W 846 TOt 341 ibs -4a2lbs SBaibs OPENING, 7T IS LOWER THAN THE MULLION 4 Aneham 1.15"Min.0.01 SlaMazd(a 06so0 Cllp(Fq.2y. 4e0 Ns 700 W0. WA WA WA WA 3001bs ILIA WA WA NtA WA 9821bs 9851 t120Ids CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amtas�3"MN.O.G.1(21245 Angio aqs I fle 3y 780 Pot 780 lb, 980 TM 75a07bs isg87bs 6-tors %a its NtA 7601bt 706110 8907bs 1692 to, 882 tba 585bs ti207bs MULLION.1T WILL YIELOAMIN7MUM ANCHOR 2 Am1gn®0,4:1 MIn.O.C.t UGfp,In1o.125"Alum.(Flo.4y WA WA WA WA WA NIA WA WA wn lun wn wn WA n61b, CAPACITY WHICH MAY BE USED TO QUALIFY I Anoka t FGEas fq ti Sy 105 in 195th! 275 445 lbs 622 758 135 lbs 140 1b, ITT 0» 370 ibs 107156 33z tbs d73 sos 778lbs 2217os 280IDs ADOITSONAL ANCHOR OPTIONS FROM THE 2 A."Q 1,15'Min.O.C./F•alp(Fq.B' tag@s 350Ibs WA NIA WA NIA IN roc WA WA WA WA WA 341 MS 4421M 2LZ- ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. t'R(n,pjyT it witISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 2d. :u c di,,i;ln6 with 0.w Florida Building -N Vo7„3rj,ct3 FIGURE 1: FIGURE 2: _ TABLE NOTES: Acceptance No /101 l -� 1.000' r^- 1?xpirntiOn Dale ) 1)SEE SHEET 2 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-11111 GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. f 1 11nh ..,-M/ ` �N. %CZit� '•. FIGURE 3; 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" 41 P . �� • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1,:'jf i.u.58705 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 302 SPECIFICATIONS,HOLLOW AND GROUT-FILLED a-A 50• ;.T) l/L tri qr `,�j CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED ( U fdt FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SO OF 0,55.ALUM INUMSHALL BE608345AND BEAMINIMUM OF.125' - %'U '• 5�ATUOF ,•'`tiU:' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT \''•,,f-'t.pitiOF-.•''��•;: LEAST,125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i'X 2.75'X.650'MULLION 'i� ��s •• ••' \ ` + 14 I4 • ! � THE MATERIAL.1110 8 1112 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 420 S.S. A.LYNN MILLER.P.E, FL P,E,#58705 I TABLE 5A p2J1 Mullion Orpitelty Tabto IbsW) Upon ric Mdth(for vedicallysspwilrg mUlIons)or Opo MINI Holoht(for Wroht61ty-sperrir7J muriom) 5010 601n 701n BO M BOM ICO In 1201n 140 In toil. lfi a L4 a R.tmt¢AN A Td-V. Recianp4s, Trapfrrio0q, Reolany{ei TlwfTdmv. R1c1.11,fet TmpwlTdano. RocWgL43r Tropaden4. SWorWat hapRAang. Rectangular TtapRda.q. Rener,gi8ar Trsp't'nanp. RecixnpW Tw Td.g. ��++ u r 1"x3.126"x Loading loedn0 Loadng Loadng Loedmp i Looting Loednp Loldnp Loading Loadn9 Loafing Loafing Loadnp Loading Loedno Loadnp Loading Loafing o� .600"Alum • Tube Mull �' � 1Y3 <. M b. M. G. ut =� 44.6�*, kA to E & t 4210 170.0 020 170.0 415 170.0 TM 170.0 475 170.0 8661 470.0 508 170.0 992 170.0 St9 170.0 1118 170.0 521 170,0 1210 170.0 511 170.0 1488 i7P.P 521 170.0 1735 1740 521 154.4 1002 170.0 521 J W i0 to 170.0 705 170.0 524 170.0 050 170,0 664 170.0 992, 170.0 679 110,0 1131 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 080 157.7 1577 170.0 600 135A t571 170.0 660 116.2 1577 170.0 080 � x in 60.625(0 NoO 747 170.01 581 170.0 8% 170.0 e3l 170.0 1014 170.9 j 884 170.0 1105 170.0 723 170.01 1345 1740 747 U0.01 1494 170.0 758 171.7 14175 570.0 758 21.51 1495 170.0 758 108,3 1495 Woo 756 W O 64 M 170.0 797 170.0 012 170.0 950 110.0 091 170.0 1116 NtL0 754 170,0 1275 170.0 807 166.1 1401 170.0 837 149.6 1401 170.0 058 124.8 UPI 170.0 561 100.8 1404 170.0 887 91.1 1404 170,0 50t CC Goin 170.0 085 i7o.0 701 170.0 1063 170,0 797 1S&$ 1160 170!3 875 130.7 1156 187.0 828 123.1 1 1156 100,6 017 111.0 1155 110.7 1 1110 92.5 1150 1 144.5 907 79.3 1158 144,5 903 09.4 1158 1 144.5 903 F .5 03in 170.0 830 170.0 745 159.5 1049 170.0 850 137.0 1049 155.5 660 110.8 5049 141.7 840 106.5 j 1049 132.0 638 95.9 1049 125.5 828 70,9 1040 119.3 620 [6614 049 118.9 tii9 59.9 10`19 lie.9 519 7= U m 2 Ev 801n 160.0 055 170.0 780 139.0 055 151.3 $94 119.1 955; 133.7 705 IM.2 OSS 121,4 775 92.0 055 112,0 765 83.4 055 100.4 167 891 GM 99.6 74955 P&7 748 521 955 P5.7 740 WW v �y 7210 128,5 803 134.9 097 107.0 801 11/.0 802 91.0 803 101.1 870 00.3 803 91.2 050 71.4 003 87.0 889 84.2 803 70,0 842 53,5 0U3 721 83203 69.8 620 40.1 803 89,7 027 q L R yE,>� 7614 109.2 721 714.1 629 01.0 721 970 hie 76.0 721 95.1 806 6&1 121 78.5 $95 60.7 721 10.1 586 64.6 T2t 65.4 570 45.6 721 59.4 SO21 68.8 SU 34.1 721 58.1 563 < =+5 '- .d. 7816 101,0 064 105.4 $99 04.2 CM 80.4 587 72.2 6641 75.4 510 61.1 861 70.4 507 50.1 684 04.4 SM 545 604 60.0 551 42.1 684 54.1 54184 51.3 536 M. 054 50.6 534 Z � ¢ � 90 in 05.8 6H BL9 450 64.8 6H 67.J 148 17A 6Hi 60.0 140 11.1 014 44.0 A3J 10.6 $14 40.5 477 320 611 37,1 421 2iA 614 31.0 41214 30.4 400 20.0 MAI 29.0 103Q to Z rSO In 54,2 452 85.7 404 45.2 452 47.0 390 301 452' 400 300 33.0 4S2 38.4 304 30,1 452 12.8 378 27.7 752 30.3 313 22.6 452 241,8 385452 27.2 150 te.8 452 22.8 155 LOINIn 38,1 357 30.9 322 31.7 357 32.7 317 27.2 357. 28.4 312 246 357 25.2 300 21.1 357 22.7 103 10.0 357 2oA 209 15.9 357 16.0 207357 142 207 tt.9 357 15A 203 W Of III in 35.1 378 35.8 306 29.2 338 10.1 701 25.0 138; 28.1 290 21.8 776 2J1 292 19.5 110 20.8 260 17.5 130 100 284 H.0 330 16.5 278330 14.0 273 11.0 130 1J.0 280264 26.2 201 23.1 280 23.7 259 191 289, 20.5 250 17.3 269 18.5 252 15.4 282 16.1 249 13.9 289 14.9 240 1f.e 289 12.8 240 . 289 11.4 236 8.7 289 70.4 232 Q x Q t7 O TABLE 5B { ANCHOR CAPACITY ADJUSTMENT FORMULA: a! Z m O An chor Capacitir TeM ajibs) ANCHOR CAP.,_,,,,,, � � �'��R su0seate 2.76 Corcrele 45k Conic. H toff OAU E61°.d CMU P1Wom MErd (UP.".)X� =ANCHOR CAP... P p�'a Z,5176.Eito ir4•SS Eko VIS Eko IIA'SS )to 11105710 OM251rM e12Stee1 MULLION CAP.,,,-..,-, AnellorCilpPettem9 Mehaliyo 3NS'Elc6U8mllr eon lDcounracon Law- 3'16'FJcoInt- 114•Ekotlnmcon Aggecator VBmcan nga(% scmw(W)9uew(C5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E Clsiame 001 - t• 2.112• i r 2112' atm' 1- 2-1117 f• 2-v2' z I -mrT z 1 DAB' 054• 0124' CAPACITY REQUIRED'CORRESPONDING TO AN Emlednmt .) "'1" 1374• ImW 13'r 2" 1-174" Ove 1.114' 1""' 1.1/4' 1-114• z Lam• (awe• ranee ACTUAL PRESSURE REQUIREMENT FOR THE 2AWWR-@ 4.75'Min O.C.i uOodaU orolcalC i 190 ms 300110 .457 Ms MOID5 4647 ros 270 IDS 200 Ba 3548 740105 37a ms s6t rosM s 442U 810 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anclwl 43 1.15'Min O.C.I SIM s111(cr0 Ma0C9p(Fig 27 460 ms 7000 1 MVA WA HIA run Sap ros NPA IUA pin WAs 965 res 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED rTzi ash Aapil Clq,sttflq s) lea ls,s 78P9a 6Pp ias 1610 as 1tlKios slo ros s�zs urn T6P1w 746 iPs 860 ks s ea5 im lizp tra MULLION.IT WILL YiEtO AMiN{MUM ANCHOR (FIg4 IIIA wA INM IVA um NIA WA NIA IVA NIA MIA IVA 10739a CAPACITY WHICH MAY DE USED TO QUALIFY tAMhxtF-aIpMo 53 t959Ts 19003 225 ros 4451es 8221[8 135aos 140M In Ds 37011u 187104 3321oss alt Ra aH6It6 ADDITIONAL ANCHOR OPTIONS FROM T)iE Anclnn 1J 1.15'Mtn D,C.f F4: (Rq 6) 2401os 3!A 018 I Min IVA INA Nin Ito Ila MIA IPA Nrn WAs 4A214b tbBBsS ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUC I'lUiVISBll ns complying wiih Orc FIbrfda 1�1.00D'^i OWL pianir9 CoA. (�-e�2t8.o3 Acceco Thi FIGURE I: FIGURE 2: TABLE NOTES: 8 infirm Data X721 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By � ...._� ® 0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Micas I2adc FroduC t:4aV 1111 VY 111177 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. �• rT'l `i'r''!! 'r7i FiGURE3: 3.125" b ''• kl•1S7F ''•.� 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. 1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ NV,5L'iU5 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED " - ;a CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED y "1.1'• j tf ( •'}tt FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0003-T5 AND BE A MINIMUM OF.125" •7) Simi{' )F ley 1'X(I-VFMULLIOLLION ;'(�;•'• t.ORVO('••'r";`� THICK.STEEL STUDS T4 BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL 70 BEAT t: (I-VF MULLION) �'O •,..,..,•" �'�.'' LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THEMATERIAL.I7f0&7l12ANCHORS INTO WOOD MAY BE STEEL-18.8S.S.OR410 S.S. i7 j7 j'EO),iAt �s A. LER,P.E. FL P.E.0 58705 I i TABLE 6A . 9 � i Mullion Capacity Table ibse JI Opening Width((or verlicaltyspenrllrg mullions)or Opening Haight(for hor zontely-sparWrg mullions) Set. BO in Olin 80 in 901n IOOIn 720 11 14D In 1soln sl"'• p R4'oleng0ar TtaplTdorla. nw.nOWsr VaprTdang. Recianl9fw11,T,WTdazv2, Rotlsngdw Traprildeng. Raotengolm Treprrdeng. Reolanitau Treprreana., Rect.ng3l« Trap Tdortg. Recisng418r Trxpfidang, Ractengul- Tsoplydmsg. q 1x4 X.528 Loading Laadng Loading loading Loodrq 11. Loadrtg Loodng I.-Ing Loading Lowing Lobdnp Lowing Loading LomBng Losdne Lowing LaWn9 LoednB Alum Tube Tj! Mullion LCo4 cc � I gra o 42 h 170.0 620 170.0 415 170.0 744 170.0 470 110.0 B6B j'170.0 600 170.0 992 170.0 619 170.0 1118 170.0 521 $70.0 1240 170.0 521 170,0 1408 170.0 521 145.0 1469 170.0 521 127.0 1489 170.0 521 _1 U 48 Ln 170.0 108 110,0 624 110.0 65b 170.0 584 510.0 992) 170,0 670 IT0,0 1133 170.0 681 570.0 1275 170.0 677 150.3 1703 170A 664 130.3 1307 170.0 090 111.7 1307 170,0 680 07.7 1JOJ 170.0 080 � � _d 80.8251n 170.0 747 170.0 503 170.0 088 170.0 071 t70.p 10/bi',570.0 8b4 170.0 5785 176.0 723 558.1 1235 170.0 141 NO-b 1235 510.4 750 117.1 1235 170.0 765 iQO.{ 5235 570,0 755 87,8 7215 170.9 750 W o$ O 611n 170.0 787 170.0 012 170.0 958 170.0 891 170.0 1118 170.0 764 154.1 1158 170.0 e03 117.2 1168 170.0 637 IZJ.S 1158 170.0 850 107.8 1186 170.0 861 88.2 1158 170,0 881 77.2 7150 tTo,tl 801 m O I" BOIn 174.0 gas 7To9 701 16113 1042 170.0 79T 1424 50421jf7 832 125.1 1042 146.7 615 171.2 5942 138.6 bot 100.0 1642 f3p.2 791 83.4 1042 126.7 702 71.5 1042 115.7 702 62.6 1641 125.1 702 H � 67In 170.0 030 170.0 745 151.2 992 163,6 Big 128.6 992 1 799 113.4 892 131.0 782 100,8 091 121.4 768 00.1 992 t14.0 758 76.6 992 106.4 745 84.0 082 100,0 744 66.7 992 108.0 744 5j 661n 185.4 947 170.0 769 137.0 B47 148.0 706 115.1 941J 768 103,4 947 117.7 752 01,9 947 108.7 738 82.7 047 101,2 721 BB.9 847 85.1 713 $0.1 047 04,0 711 51.7 047 81.0 711 Z u z m 72 t1 115.9 849 542.7 777 113.2 849 t25.6 722 '97.1 849 19 708 64.9 949 06.4 646 75.5 849 88.7 688 67.9 BAH 82,1 675 66.6 849 75.3 659 45.b M9 726 652 42.5 849 72.4 651 = U,g y 6W 761n 116.5 762 120.7 665 96.3 762 102.6 652 62.6 762 640 72.3 702 80.0 629 64,2 762 74.2 020 67.6 762 69.2 613 46.1 702 02.8 602 41.3 162 59.9 591 36.1 762 59.4 595 A 0 E 78 k1 106.9 724 HiA 634 899 725 84.8 621 76.3 124 609 00.0 724 74.4 699 59,4 724 68.1 691 63.4 724 63.4 5113 M.5 724 57.3 673 M. 724 64.3 567 33.4 724 61.5 565 J .�- d cs7 0 901n 69.6 643 7t.8 483 68.0 543 60.7 474 40.7 543 406 47.5 643 47.1 458 30.6 643 42.8 452 34.8 543 38.5 44f> 29.0 041 34.9 416 24.8 543 321 430 25.T 643 30.7 416 QPB In 57.3 418 60.9 427 47.8 478 49.7 419 40.9 478 412 35.6 478 30.5 406 31.8 476 34.6 4o0 28.7 476 320 305 23,9 470 28.1 706 20.617.9 476 24.2 J70 3rt) NI A A1091. 40.3 317 411.1 341 33.5 377 34.8 335 28.8 37T 330 252 377 26.6 325 22.4 371 24.0 321 20.1 371 22.0 317 16.8 377 10.0 310 14.4 377 17.1 301 (q T"111InJ73.8 323 30.9 357 115 318 28.5 357 M3 23.2 357 24.4 309 20.6 SSt 22A 305 18.6o�1.in 20,3 308 20.8 219 24.5 308 26.1 271 21.0 306 270 18,3 308 18.2 267 18.7 308 17.7 2631441. 57.0 212 17.2 596 6a.H z O 0 TABLE 6B I ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 m I Anchor Capacity Table Ibe u a-,v� ANCHOR CAP........ � S v e: sDWlmla: 2rkCcrotel9 a.5kc«,r:. trog«sr2,1U Filled CMU p7v7aod Motet {Dp,}X11 >=ANCHOR GAP.,,, S16'Elco 114'66 Eko 5116'Elco 111'65 Elco 410 61ed 8116111, 411 bled MULLION GAP.,,,,,,., AnchorClip Patterns AmMrType: 3110'EkoUltmeon 114'Ek.Ullw. Vill'Eko(Ab . 114'Eko Ultwon i 6.Ell Aggre6eta 1I V Ek ng9t1•at« screw{OS)Soros(GS) sme-+r(GSI USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 0W...(0), i' 24r2" I t• 2.1¢• 3.1/8' I' 2.ta' t' 2.112' 2' 3.518• 2' 4.46' 6.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment{tn): t•3f4' 1-14' 1-314' 1.314• r 1-114' 1.114• I.Afe 1-U4• 1-iM' t-714• T 1-79• tag• .ries ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancho.104.75'Min.O.C.I Sta ard«60605 CAp(Fq.782Y. 39D7as 3901W 456 Wo BBO Ns 184M1 iW 270 ros 2661-bet- J54ros T40IW 37d Ito &84166 04G lbs Slf ibs 4421W 5601ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom Q 2.25'ben,O.C./IttwWwd(«09ae0 Clip{rq.3): 7001bs TDO Ibs 560 Ibs 14101bs 052106 WA 50 lb, WA WO IW WA 9801be WA 682 lbs 605 IM 1126, CAPACITY(FROM THE-TABLE)OF THE SELECTED 6Amlw 01.15'Min.O.C.t standW(«Onsei)Cnp(Fig.4). 960 Tos 1409 ibs IWA NIA WA WA T061W NIA N/A Wn NW IA WA 1363 lbs 1775 Ibs 2240 Ws MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ambom 0 3•Mtn.O.C,1(2)226 AnOk Gips 1(Fq,51; 7801- TIO 166 110lbs 15o0 I. 1590 ka 640Im 560Ibs NIA 7o0 roe 748 ba (Iso IDs is B21 W 6s2lbs BBS IW 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 6 A.W1 YMl-O.G,1(2)2x6 Anclo Oga)7FV 6); Si76t. itietW 1020 V.XWA 28i48x $term mr. WA 11401bs 1522 ibs 1326 bs 2818 ibs 1022 lbs 1321 IW 16801W ADDITIONAL ANCFIOR OPTIONS FROM THE d Ar61wa®0.46"Igm,0.C.f U42U.Into.125'Atm.IFq.i) WA WA WA WA IUA WA NIA WA NM WA NIA WA N!A 1430166 ANCHOR CAPACITY TABLE. PRODUCT RFVISEll 2 Antlarx a 225'MOs.O.Cf F41{p(Fq.97 350 Ws 359 Na 2901bs 478 As WA 2801W WA 3151bs WA 440 IN WA 341 IDs 4421W 560 Ibs osc.'.PlyinB with tie Florida A Antla�s 1.16'MIn.O.CJ F.QIp(Fq.9). 4601bs 700 ssa WA WA NIA 3601W N/A NIA N/A NIA WA 882166 M5 IN 11201. i)nilding Codd 1.000' leo b2t$,OO NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ]"` Acceptancc M, ZZ( CxPirOfion Date i TABLE NOTES: 1)3' Mianhi do A FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: sod�1lntd 1)SEE S};EET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 1{151117 5 • • • • • • • •I • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ' I �� . A i1C rr: _ • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \~`�•�t{'Ep,SG tib 000" •-.7i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES 4. i 10.5011'1.? _ TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOVE FIGURE 5: FIGURE 8; 'i FIGURE-7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '-C7%•, Y • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90-WOOD SHALL BE PRESSURE-TREATED YELLOW 125' 1�,'..t'LOitft31"•••�(�'; I SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL _1 r ,r�,•, •• • STUDS TO A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK \. BE � rrr rC1 P•lilL��1`' ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1 j f I 1 t1 I t'x 4'x.125' A.LYNN MILLER,P.E. I j 1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#56705 I I f i TABLE 7A e i Mullion Capacity Table Ibsile) r OponingWldth(forverilcally-spnmirgmuliuns)orOpeningHeight(forMlizontally-spannirgmtAilons) ,7ly�r7�' a 60 In 001n 1701, 8o i1 90H 1001, 1201n 1401n 160 In p '[X 4X.376 1400..gdar TIg7Tdeno, Rectangular T,,Vhleng. Rectangulat T,ep'7dmc. RectanoiAal Trap7Td»n9. Reel»nputer nep'Tdan9. Reetan9.1 TreplTd»ng. Reotangalw he'ndan9. Ract»ngUat T,apt7d»ng. Rectangular Tr.p7Td6n9. RS q Loadfg loadtng Loed,g Lesdkg Lo»d»g 1 Lmdng Loedno Loeding Load'atg Loading 'll LeednO Lo»dng Loedng LoadFit be no Loading Loadno cx Alum.Tube ,£ £, t £ t_ p r £• r r _ £• r w Mullion g 4� e8. (; B �. &� � $ B 3 ' N 11 cl4^ 3� ry 3 1 3 6. oT �p � § �� � �$ s b� fi 6 � s� U) f��m in /21n 170.0 620 170.0 435 170.0 7/l 170.0 178 170.0 868, 170,0 $06 170.0 992 Woe Me 1705 1118 170.0 571 170.0 1240 170.0 521 170.0 1{Ba 170.0 521 170.0 1735 170.0 621 170.0 1903 Vol) 521 J � 48TH 170.0 708 170.0 624 570.0 050 170.0 584 170,0 992 170A 630 170.0 1133 170.0 681 170.0 1276 170.0 677 170,0 1417 170.0 680 170.0 1700 170.0 880 170.0 1985 170.0 650 161.8 2021 170.0 660 50-6251n 110.0 747 176.9 563 170,0 896 170.0 631 170.0 1946 170.0 664 170.0 1195 170.0 723 178.0 IN$ 170.0 747 170.0 1404 170.0 756 170,0 1793 170.0 758 IWS 1919 170.9 756 136.5 1919 110.8 766 7 0 541n 170,0 797 170.0 612 170,0 956 170.0 691 1711.0 HIS 170,0 754 170.0 1275 170.0 803 170.0 1414 170.0 877 IT0.0 1594 170.0 856 159.9 1789 ITD.O 861 1]7.1 1799 170.0 601 120.0 1799 170.0 961 ED � a m 60 in 170.0 585 170.0 701 170.0 1065 179.0 797 170,0 1249 170.0 $79 170.0 1417 170.0 914 170.0 1694 170.0 990 155.5 1819 110.0 1033 129.6 1819 170.0 1063 111.0 1619 170.0 1001 97.2 1610 170.6 1081 J 631n 170.0 938 fle.0 745 170,0 Hill 170,0 850 170,0 1102 170,0 940 170.0 1468 170,0 1016 155.1 15{2 170,0 1076 141.0 1542 1TOA 1122 117.5 1642 166.5 1158 509.7 1542 187.8 1167 80.! 1542 Y@7.9 57 _11 O 661n 170.0 074 170.0 789 170.0 1169 170,0 903 170.0 1304 170.0 1002 160.6 1472 170.0 1086 142.6 1472 168,0 1140 128.5 1472 150.8 1130 107.1 1472 147.8 1100 91.8 1412 146.0 1104 80.3 1472 146.0 1104 Z U d c Min 170.0 1063 170.0 876 170.0 1275 170.0 1009 150.8 1320 168.2 1101 132.0 1320 149.9 1082 117.3 1320 137,8 1086 105.61320 126.6 1049 S&O 1320 117.8 IOU 75.4 1320 112.6 1013 56.0 1320 112.5 1012 d J 761n 110.0 1122 170.0 937 149.6 1164 159,4 1011 128.2 1164 130.9 994 112.2 1164 1253 975 99.7 1184 115,3 964 89.8 1184 107.5 952 74.8 1184 97.8 035 64.1 It04 93.1 927 56.1 1154 02.3 925 V �z 7 r g 78 In 188.1 1124 170.0 967 138.4 1124 147.0 985 118.0 1124 128,8 947 103.0 1124 115.6 931 92.3 1124 105.8 910 83,0 1124 00.6 906 09.2 1124 69.0 890 59.3 1124 64.3 681 51.9 1124 83.2 078 4 '-1 r .�-• F ¢ a o 901a 108.1 841 111.5 750 90.1 d1{ 91.3 756 77.2 841; 82.1 724 67.6 8<4 73.3 712 b0.i bd; ae.d 702 54.0 8U 55.4 893 45.0 844 54.2 678 388 844 50.0 8G8 3},8 8U 47.7 052 ¢ `2 Z 00 '- 901, 0.9.1 142 01.5 663 74.2 742 77.2 652 63.9 7d2 67.2 841 65.7 742 $9.6 ell 48.6 142 61.1 922 41.5 742 18.8 G11 31-t 712 41.6 G00 51.0 712 59.8 690 27.8 742 57.5 BOl ti mp � 1081, 02.6 MM70 d2,1 588 53.0 521 44,7 586 40.8 SIS 39.1 NO 41.4 606 ]{.8 606 J7A 198 31.3 596 ]4,2 492 06.1 588 29.G 481 22.3 586 28.S 472 19.5 556 24.7 466 M m o 0 11/1, 67.8 8,0q-75- 1&5 445 41.2 656 42.9 487 16.0 655 38.0 480 32.0 355 142 473 28.8 555 35.3 487 24.0 551 27.5 457 20.8 55"u 21.5 448 f 0 553 22.4 442LU 1101, 45.6 380 59.0 478 32.8 176 53.7 420 28.6 175 29.8 /N 26.] 476 268109 22,8 475 24,5 861 18.0 176 21.1 185 16.3 176 187 387 14.5 475 17.2 581 X !44ln 26.4 22.0224 301 18.8 3]0 19.1 297 16.6 130 ITA 293 aQr Z O TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: ��o� Anchor Ca ecll l Teble Ips ANCHOR g 8 0-x "-3 9utsirale 2.1kCm'el. 3,5kCo . 11011xCMll Hied CMU FT Wood Mei.} {OP,,,)X{ }=ANCHOR CAP.,,, 5118'Eko 114'SS Elco 5116'Etc; 174'GS Etc. NIS 51.1 812 Steel N12 Sled MULLION Anchor Gilp Palteme Anchor Type: 31 IG'Eko UlUeaan 174'Elco Ulbacon 3'10'Eko UlVmon 1/d•Eko U9rncon Ullrnew Awmoeta Ulm- AgOceOator Scn`.v;cs}sosrxtGS} Screw(O51 USE THIS FOftMUt.ATOOBTAIN IHE'ANCHOR Edge Lkslance(i1). 1' I 2-12' 1' I 2.12' 3.118' f• 2-12' i' 242- 2' 3-116' 2' 9.40' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmart 9n) 1.314' 1-314' 11.374' I 1.3q' 2' I-174' 1 1414' b1H' 1-174' 1474' 1414• 2' 1-318' 1378' caries ACTUAL PRESSURE REQUIREMENT FOR THE 2AII01M 4 4.75'Min.O.C.I Slanda,d d(MalCilp(FW Ill 3901bs 3901Ds 150IDs 680 ps 18441M 270 I6s 2801b» 354105 740 lbs 374166 oei ibs -I46 to 24116. 4421bs 5@0 Na OPENING,WHEN I7 IS LOWER THAN THE MULLION 4 Anchors®2.25-Min.O.C.I SWdwd(or Of,t)Clip(Flp,3). 7001. 700 V. 580165 14101bs 051 IM NIA 550 It NIA We lbs WA SBO I6s WA 682 lbs Bos Im 1120 no CAPACITY(FROM THE TABLE)OF THE SELECTED 8A%bom@I.WAin.O.C.1Sianderdtw OBsd)CIiP(Flo.Ci 984 Ns 1400 Ill INJA WA WA WA 76016. NIA WA WA WA WA 1583105 1770 lbs 2240 roe MULLION,IT WILL YIELD A MINIMUM ANCHOR 4 Ancbo,s Q]'Me.O.C.I(2)2x5 Anglo Gips I(l 5): 78016. 7001bs 680 Tho 1560168 199010. 540 lbs 5601be NIA To I6s 7481W NO lbs 16921b3 602 Ibs 88S Ibs It201b. CAPACITY WHICH MAY BE USED TO QUALIFY 6 ATnhws as Y Mo.O.0 1(2)2x5 ArVio CSgs I(Fig.8): 5170 tbs 1170 roa 1020 9n 2140lbs 2844 Na ele Ins 840 lbs WA 1111 0 i. 1122M 1320 roe 2@561 W 1022lbs 1327 lbs 5680lbs ADDITIONAL RNCI'i0R OPTIONS FROM THE 4 Am"�9,45'MN.O.0 11.100,Into-125'Alum.(Flo.77 WA NIA I WA WA WA WA WA NIA IVA WA � .IIIA WA WA IIIA 1430 I6s I . AN CAPACITY TABLE. 2 Arwhars 44 2.25'fd'n.081 F{21p(Fq.BY 356 bs 359lbs 29D r. TOS t5s 416 lb, MIA 2e01bs 171,0 355 Aa ILIA 440lbs WA PID 541 lbs 442 ibs 559 @s f+R6r1UCT 141:th l 4 Andras a 1.15'Min.0.0.1 F-GI (Fig.91. 460 lbs 700165 1 WA WA WA WA 380 ib. NIA NIA WA NIA WA 692 lbs 685165 1120 lba nc mMpl C d wi1N dw Florid. p Randinp Cada NOTE:FOR IHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 5.052 r._ -'-� 1.000' f` Ac9 rRaa,e No 16-02,110.03 R Pant m Dnk 2021 TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4' FIGURE 8: FIGURE 9: 11 SEE SHEET 1 FOR INSTRUCTIONS 624 USING THE TABLES AND SHEET 25 FOR INFORMATION h4am't?ndo Drod1 ti Co02 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 a.111 1 f 1 • • • • • • • •,• • • • �(1 MN 1111(1�7�i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. vlj` �Q ,• ,• ('� �� • • ° • ' ° • ° • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE \`< 1 SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000" NC ri11T(,rI SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE6: FIGURE7: tl ._ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ^.�,, (> :if( • ° • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.00.WOOD SHALL BE • ° Ed PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '`.•` �1.T 1•r 6063-T5 AND BEA MINIMUM OF,125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045" ,375" 375" 'i,1.>Lti n .. •• ti\�;, 7H)CIS 19GAUGEj.STRUCTURALSTEEL TOBEAT LEAST BE THICK AND A36.ALL ANCHORS ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.7110 8 2472 1'X d'X.375'- 1'X 4'X.375' A.jL1(N ANCHORS INTO WOOD MAY BE STEEL,19-6 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P:E.4 58705 I - I TABLE 8A' Mullion Capacity Table Ibs7Ra x� € Opening Width(for verhcalysperring mulians)arOpening Height(for hodzordely-spanning mullions) 50 in 601n 701n 801n 901n loo In IN In 140 In 160 in O 1.26"i Reclenpuler TepRdonp. Redenpdar Trep7Men9. Reclenpiel TroWdm9, Ralenp�er Trep/idan9. Rectmodr TrapRdon9. ReQenpAer 7replTdenp. Re.Iarl9uler Treprrdanp. Reatangdxr TrapRdeng. R.d.guler TraprTdang. q" 3.188"X LeadnB Loadnp Leednp Loodnp Loading LaednB LoednB LoadnO LoeOug Loafing Loedn9 LoednO Laadrg Leadn9 Loednp Loabnp Loedn91 Loadnp aY V .286"Alum' 46117'QUO TubeMull 8� � 11 L. � E^b b 5 04 b B ° e b I.€ s il 1g ll or121n 17 475 170.0 741 170,0 170 170,0 088 170.0 508 170.0 BB2 170,0 618 170.0 1116 170.0 621 170.0 1240 170.0 621 IT0.0 1480 1700 521 170.0 1715 170.0 521 151.8 1768 170.0 521 W 48 In 170.0 708 170.0 524 170.0 050 170.0 OM 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1273 170.0 671 170.0 1417 170.0 800 154.0 fs4a 170.0 600 1127 1510 170.0 600 116.1 15{9 170.0 660 = 50.6251n 170.0 747 170.0 661 170.0 096 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1115 170.0 747 107.0 1469 110.0 766 179.2 1/fill 17D.0 750 119.1 1460 170.0 756 104.4 1480 170.0 758 ' �o 541n 170.0 797 170.0 612 110.0 938 170.0 691 170,0 1116 170.0 764 170.0 1276 1700 603 16]-1 1376 170,0 837 118.8 1376 170.0 956 122.1 1376 170.0 861 104.0 1376 170.0 0461 91.7 1376 170.0 eei C O O 60M 170.0 0045 170.0 701 170,0 1067 170.0 797 150.9 I1S8 170,0 876 139.0 1138 187,4 910 123.6 1168 156.5 919 111.2 1160 150,0 912 92,7 1155 444.6 005 79.4 1150 144.0 905 69.5 1150 144.8 905 � W (O J 831n 170.0 930 170.0 745 160.1 f05t 170.0 850 137.2 1051 155.9 682 120.1 1051 1120 840 108.7 1051 1]2.1 037 98.1 1051 125.7 030 00.1 1051 IIB.S 822 68.0 1051 119.1 021 60.0 1051 118.1 021 Q. J to 661n, 107,1 957 170.0 760 130.3 057 131.8 605 119.4 957 134.0 790 104.4 057 121.6 777 92.6 957 112.8 787 83.6 257 106.6 769 68.8 957 100.0 750 50.7 937 98.0 7j6 62.2 951 98.0 740 c 721n 1204.7 8a 135.2 6904 107.1 ea 115.2 081 01.9 e0/ 101.7 671 80.4 804 81.4 660 71.5 004 01,1 850 61.4 004 7904 041" 57.0 004 72.3 031 46.0 904 59.8 629 40.2 804 69.8 620 hW 9 761n 109,4 722 114.1 830 91.2 722 97.2 618 76.2 722 115.3 806 68.4 7ZZ 76.7 596 60.6 722 70.3 568 54,7 722 65.5 680 45.6 722 69.5 $70 19,1 722 66.7 665 34.2 122 56.2 564 J & kZ rt 78 In 101.2 603 105.6 600 54.4 655 80.6 568 72,3 683 76,5 577 67.3 603 70.3 568 56,2 665 64.5 680 60.8 883 80.1 633 42.2 605 31.3 543 38.2 685 51.4 5'!7 31.6 693 50.7 530 .�- ~ N Q C-4 O BO In 85.9 615 68.0 457 5/.0 613 57.5 IIB 17.1 515 50.1 411 11.2 315 M.7 104 39.8 515 10.6 129 ]].0 516 77.1 422 27.5 515 3J.1 117 2]3 513 70.3 407 20.6 615 26.1 104 x z 04In ${,3 153 65.8 404 45.3 453 47.1 397 38.E 453 41.0 391 33,9 453 36.4 385 30.2 451 33.0 370 27.2 453 30,4 374 22.0 451 26.6 360 18.1 153 2l.J 360 77.0 1117 229 356 Oo � o (n � 9 O Y.- 108In 38,1 358 39.0 323 31.8 330 32.8 316 27.2 358 21.1 313 23.0 350 26.2 309 21.2 350 22.7 30! 19,1 358 20.0 300 16.8 750 18.0 203 rj 0 1:N 111 In 35.1 710 33.04 306 29.3 378 10.1 SOI 25.1 770 26,1 207 22.0 170 27.2 203 19.5 738 20.9 2011 17.6 7>e IB.I 285 I a' X 120Lid In, 27.8 290 20.1 264 23.2 290 23.a 260 19.9 290 20.6 256 IT./ 290 18.2 253 15.4 290 16.4 219 I F-• N IUM 16,1 201 16.3 186 I Q_� Q Q 8 ''O r0 TABLE 8B AncllorCe eel Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: �� afYg suatrale 2.7K 00.1de ANCHORCAP.,_,„, o ❑�¢� 36K Cox. Hdbw u FllkdcK4u FT wood Meld (DP,)X� )=ANCHOR CAP.,,, 1416•Elco V4'99 E%o 511r E%o 114•SS Elco 910"ted 012 SI-I 012 SIKI MULLION CAP.,,,,,,.", AnehorCllp Pettems Aneilo<Type 3'16'ElcoUaracm 1/4'EkDUarBCOn UDaSan 9IV Emo UBracon ve'E%0unrac0n AgpeGator UAracm AppreOala screw((b)Sttea(G5) Screw(GS) USE THIS FOF�MULA TO OBTAIN THE-ANCHOR Edge CIslarce n) 1• 2.112' 1• I 2.112 3-118- 1• 2-If is 2-1/Z 2' 341r Z 0.46' 0.54• 0.321 CAPACITY REQUIRE D•CORRESPONDING TO AN Embodnenl n 17/1• 1044• I V4' 1 ta'P 2' 1.114' 1.114' 1-114• 1.114- 1.114' 1414' Z fare• lair _ks ACTUAL PRESSURE REQUIREMENT FOR THE 2 A70m®4,761 Mln O.C./Slandad or 0%e1 Clip pq t 300 bs 300 lbs =S eB0 m 1644 b3 270102 280109 354 Ds 7401be 374 DS 6641. 9t6IDs 1 Ds 41216 560 Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers 01.15'?A In O.C./Slandanf(or COW)C9p(Fig 480 IDs 700108 Nlp WA WA NIA 380 Its NIA WA NIA WA IBA 682bs 865 Rs 1120 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED 4Af%hDR®0'Min. 0.C.1M2a5Angle Cllpsf 9.31' leo bs 780 as 6001es 1560 b6 1BW 10s 640ms 560 Ito. INA 760165 74B ms 88D!be 1892106 602 Ds BB5lOs 1120 bs MULLION.ITWILL YIELD A MINIMUM ANCHOR 4Aroi' ®0.45'MIn O.C.1U1;IIp,IoI0 AZT AIUm Io d) N/A IVA N/A WA WA IIIA IYA NIA WA IVA IBA t6A 114.4 tUA 1430 Its CAPACITY W NICH MAY BE USED TO QUALIFY 1 AIXhor I FLOP(fi95) 1D51Ds 195 Me 225106 445 Me 822 Ds 13sms 140 me 177 Ins 3701Ds IBI ms 312IDs 473106 170bs 2211M 280 b5 ADDITIONAL ANCHOR OPTIONS FROM THE 2AMhod®1.tb'MIn O.CI F-C9 g 6h 240 bs 350 Dc IIIA ?UA NIA IIIA100PRODUCT IREVISEDVISGD 116 NIA WA N/A WA WA 341 IDs 442114 360103 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ns ODPl) wish d.Plaids Building Code FIGURE 1: FIGURE 2: H 1,250'--1 Acs plane.No a TABLE NOTES: P.xpir�Dal. ,I,�2z1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DyON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, Mim1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, j ��( LY lit',�r• ��i� FIGURE 3: \� �Q,,.......,.'r((� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.186' = '� L1l�P.N,g;:''•, Q CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Ir - BE USED SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NU.5b7G5 265" IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND j _ _ I" 1 FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL _ '•(IO Lp•: !I/.^ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE j } • 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND I i^i,•'•.,"CI�F'dOy;.•' • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 3.186'X.265'MULLION ;�," ..,,.,,.• ���;; • Lim-] I 1 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114•VF MULLION) '•,,�?�L-))�IFII • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. A.LYUNIWI IIIL t,P.E. FL P.E,#58705 II� II II 1 j i i TABLE 9A Mullion Capaolty Table(lbalft) Opening Width(for verUceOy-spanning mullona)or Opening Helghl(for hadzontaly-epeming mAHorn) 5091 60111 7010 80N 90N IOOIn 120h 110111 ISO In Reclenwkr TnpTOanc Raclarquler TIWTdana. Raclenw1w Taprideng. Reclen91fa1 LepTMna Reelenwl. Tmp'TMna. Rectenwtar TrepRdeng. R.I.9ul0r Trep•TMnp. Rea`Wlar Tr4pl7Mna R9den9aar Trep?11-9 °o 1.26 x 3.2E i Loading Lowing loaana Leadma L,1aang Loaana lwanp Loadirp Lmdnp lwanp loadnp Loadlrq Loaarq Loaanp loadln9 Wediq Li ding luanp oY U x.100 Alum,Tuba yF Mullion qgt_ &p _ ya¢ •P�i_ aaLi _ d l 0 � �� pp � OH y�� � � r� 6� 0@� �1 tr� 0 yE� y` p�' 6p� g $ � O k� N is U)a� W 421,1 110.0 620 170.0 135 170.0 144 Me 478 170.0 866 1 170.0 We 170.0 092 1 110.0 519 170.0 1116 110.0 sat 157 3 1718 170.0 521 121.1 1116 110.0 521 109.6 1116 170,01 521 95.5 I11B 170.0 521 O 11 /B In 1700 708 170.0 524 170.0 650 110.0 SBI 161.6 078 170.0 630 146.7 979 170.0 661 130.4 978 170.0 677 117.3 978 1700 080 97.8 978 170.0 680 93.6 978 170.0 B60 73.7 018 170,0 680 Jj 171 60.625 Ln 1100 747 170.0 663 170.0 69B 1700 671 150,7 927 170.0 684 131.9 927 160.5 708 117.2 927 159.1 099 105.5 027 166.3 806 67.9 921 158.3 605 15.4 927 156.3 695 65.9 977 IS6.3i 695 541n 170.0 797 170.0 612 154.5 Bea 1700 691 132.6 Sea 163.9 667 115.9 BOB Ate 669 10.0 869 171.0 660 92.7 969 129.8 854 71.3 669 128.5 652 66.2 969 128.8 652 51.9� 888 128,61 652 LL 00° O 60 N 143.2 746 153.e 671 110.4 718 132.7 6N 102.] 71fi 117.0 608 69.5 146 107.8 599 79.6 746 101.0 592 71.6 746 98.0 507 59,1 718 93.3 553 51.2 746 93.3 567 41.9 748 93.3 1 587 m O ~ fi 6391 127.7 077 172.0 519 MA 677 113.2 566 89.4 877 100.4 555 77.3 all DIA 540 68.7 677 85.2 679 61.9 677 81.0 534 51.8 811 Me 629 11.2 817 76.7 529 30.7 871 76.11 529 , U c° 4 68111 107.8 all 111,1 670 69.7 617 97.6 519 76.0 BI7 80,3 500 81.7 BI7 7B.] 600 59.0 617 72.6 404 53.8 917 68.7 409 44.8 all 81.1 463 78.1 617 67.7 482 ]3.0 617 63.7 162 d ,] 72 N 82,9 SIB 07.1 450 89.1 518 717 NO 58.2 518 85,7 172 51.8 6111 5(1.8 125 IB.I SIB 61.2 179 11.1 Sle 50.1 111 715 SIB 48.8 408 29.8 518 45.0 405 26.9 618 45.0 105 J a 5 70 M 70.5 485 77.7 406 58.7 465 62.6 798 50,7 485 61.9 390 11.1 465 49A 384 39.2 465 45.3 378 35.2 465 122 374 28.4 IBS 78.3 367 25.7 185 36.5 364 22.6 465 38.2 367 76111 05.2 411 68.0 387 54.3 441 67.7 379 46.8 111 60.8 372 40.9 NI 45.4 360 30.2 441 41.0 360 32.6 441 31.7 356 27.2 411 34.8 349 73.3 111 33.1 346 20.4 111 32.71 345 J ° 17 2Z 00 in 42,1 372 43.8 205 35.4 332 31.0 289 303 332 32.3 284 26.5 772 28.0 280 23.5 372 26.1 211 21.2 372 24.1 272 17.7 332 21.3 2% 15.2 332 19.6 262 17.3 772 16.71 260 00 nT-- 08N 35.0 291 35.9 290 28.1 201 30.3 256 25.0 291 28.4 252 21.0 291 23.5 245 18.4 291 21.3 244 17.5 291 19.5 241 148 281 17.1 230 12.5 ]91 15.6 237 I z Q N O 103111 24,8 270 25.1 206 20.6 270 21.1 205 17.5 230 15.3 201 16.4 220 16.2 101 )--. X.92. O 00 111 In 22.6 218 23.1 197 16.8 210 19.4 141 18.7 7lB Ia.B 181 14.1 216 11.0 188 N,511 0 120N 17.9 107 10.2 170 14.9 Iei 15.7 161 I (U) a � TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z 90 S.O m Anchor Capacity Table(lbs) At)1GHOR CAP.,,d,W, ¢� suDslrele: i.ik(bllGl¢l0 ].59 Co.anBolbw GAU F91ed CMU DT Wood Melal (OP,)X( )=ANCHOR CAP.,,e 610'Eloo 1N'S9 Eka 5/1 G'Elm 1N'SS Elco 610 Sleal 912 Sleel 912 Sletl MULLION CAP.,,,,,,,,,, Anchor Clip Patterns Ancna type: Y76•Elm u6recan yr Elm uroeoon unmc9n Me'Elm Unracon 114,Eko Unmcon Appm0elu umecan A9pe0atOr scrox(Os)sc7ew{OS) Screw 105) IUSE THIS FORMULA TO OBTAIN 7HE'ANCHOR Ed90 Otslerwe W12'. 2.112' r 2-11r 3-u8' t' 2.172' 1' 2-1R• 2' 3.118' Y 0.48• 0.51' 0.724' CAPACITY REQUIRED'CORRESPONDINGTO AN 1-m4' I-Y4• t•3/4• 2• 1.114• 1.114, 1.114- 1-111' 1-114• t-114' 2' tale• 1aM• odea 'ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncitOn®4,75'Mit.O,C./Slpnderda oAsel dip(F4. JOOIW 4501ba B901ba 1B441ba 27011,3 2B0IW 3511W 7401bs J741W 661183 846166 31111,3 442lbs 560106 OPENING,N�HEN IT IS LOWER THAN THE MULLION 4Arghory®LIS'Min.O.C.ISleMard(orOEIeUdip(Fig, rap @a WA WA NIA NIA 3BO Ibe WA NIA NIA WA wA 082 lbs 665tH 112011,6CAPACITY(FROM THE TABLE)OF THE SELECTED 4 A.has Q 3'Min.O.C.Il2)2s5 Angle Cl"I(Fp, 7801W 680 N3 156018+ 18911 @3 5401" S8011,a WA 700lbc 748lbs 6801. 1002 lbs 662 911 8851bs I1201be MULLION.ITiWILL YIELD A MINIMUM ANCHOR 3 Amllo0 Q 0.51•Min.O.C.I ULap,Into.100•Alum.(Fig, WA WA WA NIA WA WA WA NIA WA WA NIA WA WA 95011,6 CAPACITY 4 HICH MAY BE USED TO QUALIFY 1 AlahNI Fdp(Fig. IBS lbs" 22511,3 A5lea 622106 135163 HO Iba Illlb3 J701b1 787lba 7R IDa 47311,3 17011). 22111,1) 200IM 'ADDITIONA ANCHOR OPTIONS FROM THE 2Anchaa 01.15'Min.O.C.f F47ip(Fig. 350109 WA NIA NIA WA 1W It. NIA NIA IVA 1 A WA 341 les I 4421M %Oros I ANCHOR OPACITY TABLE. PRODUC17REVISED m complyinE 1viih dtu 1710dda Bniidii%Cods' -1.250"-- cttplance 141)16"02.18.0 FIGURE 1: FIGURE 2: TABLENOTES: ARxpimlionDale 40?1 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B7' ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M6n Nde product 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���� LYNN FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' ,.•\t�.El•!SC''•.�'Ift CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •';C e I BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 Nu 587'.15 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND I, f):y, FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL i C00' g PRESSURE-TREATEDBE 6063 T5 A DBE A MIN MUMS OF.1 GOI TH CK.STEEL STUDS TO BE A MINIMUM GRADE E 3SHALL AE AND %�O•, Si/ .045-THICK(1 B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL 1.25•X 3.25'X.10D' ,`v.`' "' ;'.•�•\� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION /�7.. 1110&472 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN.IWL!ih,P.E; FL P.E.9 58705 i I I . TABLE LOA ) � ti Mullion CapeclH Table pboRP) Oponing V4ldth(forv.dicolyipatning m111io1s)or Opening Height(for hodzorially<spentdng mulles) 50 in 60 in TO in IAO In 190 in 1 100 in I1201n 14o In 1601n $- 126%326 R.clargular Tf.p•Tri.ng. Raclangode Tupfrdpn9. R.OmO.dal Tup?Tdang. Rut.npular T,.;,(Nong. I Rectangular Tr.pfrdsn0. RW.gdx TrepRAeng. Raclan0aln 7rapTdang. R.ct.ngular TrapTdan9, Rectangdu Tr.p•Tiung. � . %.624 loedmg Loading Lasting loading Loedug Loading Loading Loading Loading Lowing Leading Lo.ding Loading Loading Lo.dig Loading Loading Ld.din9 c=y Alum.Tu6e b b & F r S F L F a F s_ &_ Mullion U �z a` Sa� 2 2. �. �� u� g u"`e u u" u u ua u 9 r3 I v. u %> U) �& Z ^� 421n 170.0 670 170.0 135 170.0 711 170.0 178 170.0 868 170.0 fi06 170.0 992 170.0 519 170.0 1116 17..0 621 170.0 1240 170.0 521 170.0 1/BB 170.0 521 IT0.0 1735 170.0 621 110.0 1987 110.¢ STI � 771 dB In 170.01 IDB 1 170.0 511 1170.0 1 850 1 J70.01 581 110.0 992 170.0 1 670 1 110,0 1177 170.0 661 170.0 -j LU 1275 17de 671 170.0 '1417 170.0 680 1700 1700 170.0 68D 169.7 1979 170.0 680 118.5 1979 17D.0 69D -j 50.625 In 170.01 117 1 170.0 563 170.0 096 1100 631 170.0 1016 170.0 684 170.0 1195 1100 723 1700 1N5 1700 747 1700 1494 170.0 766 17D.0 1793 170.0 756 7577 1877 170.0 756 1]].5 1 1877 110,4 756LY O Win 110.0 797 110.0 612 170.0 956 170.0 691 170.0 1116 170.0 751 170.0 1276 170.0 BO] 170.0 1431 170.0 837 170.0 1594 110.0 656 166.4 1/59 $70.0 861 134.1 1759 170.0 061 117.3 1759 170.4 MI LU 0O 601n 170.0 BAS 110.0 701 170.0 1063 110.0 791 170.0 INS 170.0 870 17D.0 1417 170.0 941 161.1 1511 170.0 996 145.0 1511 170.0 1013 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.4 Io67 (J) C (0 67 in 110.0 930 170.0 115 170.0 1116 17D.0 650 170.0 1302 110.0 910 156.6 1370 170.0 1016 1392 1370 1TO0 1016 t26.3 1710 164.0 1082 104.4 1310 155.9 1072 89.5 1370 1557 1070 79.7 1310 155.�t 1070 W J 661n 770.0 974 110.0 189 170.0 1169 170.0 907 155.6 tT/A 170.0 1002 1]6.2 ITIS 158.6 1017 121.1 1218 147.1 1000 108.9 1248 139.0 989 90.8 1248 130.1 976 11.0 1248 1290 976 60.1 1240 129.4 975 ::1 m 0 72In 167.0 1049 170.0 018 139.9 1049 150.2 892 119.9 1049 132.1 815 104.9 1049 119.1 860 93.2 1049 109.7 IIA 83.9 1049 1027 830 69.9 ID49 91.3 825 69.9 1019 91.2 810 S7.a 1049 91. 020 J fr _ 16 in 112.7 941 749,1 821 110.9 911 1268 805 101,9 941 111.2 191 89.7 941 100.0 777 19.3 911 91.1 766 71.4 541 8S.5 161 59.6 941 11.6 7U 51.0 941 74.0 737 44;6 941 13.3 736 5 �a 781. 131.0 891 171.6 783 110.0 891 116.9 767 91.7 044 102.{ 753 81.6 094 91.9 740 73.3 094 04.1 730 66.0 894 78.3 721 65.0 894 70.1 707 47.1 091 67.0 701 {(.3 891 66. 698 Q d. r 90 in 05.9 671 08.7 596 71.6 671 74.9 615 61.4 611 663 515 53.1 671 68.2 566 47.7 671 51.9 551 43.0 671 48.8 551 36.8 671 47.1 639 30.7 671 39.7 571 24.9 671 77.4 626 1--' 04 Q 961n 10.0 590 72.8 527 59.0 590 610 511 50.6 590 530 609 44.7 690 41.6 602 39.7 59D 170 494 35.4 590 39.6 488 29.5 690 34.7 471 25.3 590 31.6 469 27.1 690 21.4 464 N r Q x Z O 108 in 19.7 166 60.8 421 41.1 166 420 411 J6.5 466 31.1 108 31.1 466 37.9 101 27.6 466 29.7 386 24.9 466 27.1 391 20.7 466 77.5 382 17.8 466 212 375 13.6 466 19. 310 N bf 0''�� N 7 0 1111n IS.B 111 46.7 400 lA2 UI 79.7 397 37.7 1{1 71.1 787 20,6 111 J0.2 762 164 111 71.2 776 27.9 Ut 71.9 312 19.1 1{1 71.5 767 16.4 411 19.7 756 11.] M1 17.0 751 &5 M 120 in 36.3 378 3fi,9 N/ 702 710 71.0 739 -25.9 310 26.0 331 22.7 37B 23.7 721 20.1 371 TI.] J1S 18.1 370 19.6 721 15.1 318 16.7 711 LU x u� 144 in 21.0 262' 21.2 217 17.6 262 17.8 239 15.0 262 16.7 236 TABLE 10B a1" O(A 0 m0 Anchor Capeclty Table(Ib9) ANCHOR CAPACITY ADJUSTMENT FORMULA: ..� sl 1:� SuLslmle 2.7K COMM &%Cone,I HtlpM CMU I`1ftd CMU PTWoOd Mehl I(DP_)X ANCHOR CAP. 48- D on ( Anclwr N16•EIcO Ud•SS E%0 5'IS Eke 114'SS EI[0 qfO 910a alt sled ANCHOR CAP.,,, Anchor Clip Patterns7yPe 3/1c Elc0lmram v4-Etounmcon Unacon Y76'Elco(JAM. v4•EtoUlmcm AggeGalor Unracm Apgrel3alar screw(Go)SEW(G5) suety(res) je12Steel MULLION CAP.,„,,,,,,) U5£THISFpRMULA TO OBTAIN THE'ANCHOR Edge Cl5lance on 1• 2.112' 1 1' 1 2-112 3.118' 1• 2-717 V 2412• 7 3.110• 7 0.45• 0.54• 0.324' CAPACITY;(�RtEQUIRED'CORRESPONDING TO AN Emoeanau n talo 13 x• tea• la a 7 1-v4 ova' 11r4 1-va 1-iq• t-17a' 7 1-v0• 1.., vanes ACTUAL Rf�ESSURE REQUIREMENT FOR THE 2 ArKhOrs®47.7 MIR O.C./SIaMaN or OAsel Cup(Flg l) 30371os 39010a 450 Ibs 890IDs 16441bs Z10 is 280 is 354 is 7d01D5 374 lbs 664 los 0161)3 311103 44211E %ono iOPENING, HEN ITIS LOWER THAN THE MULLION d Archas@1.75'MM O.0 I51arsDard(a OIeeO CUp(Flg 2) 480703 7ro lm NIA WA -NIA N/A Seo lm 17/A wA NIA WA WA see ft 885 m6 1120106 CAPACITY(FROM THE TABLE)OFTHE SELECTED 4 Arerors C 0•min.O.C,f(1)2x5 Angle Cops l(ng.3j 78D ws 700 to 690103 1560 IN IBM ics 540lbs 660Ibs NIA 760lbs 748 lbs 080 toMIVA 6B2ts 865 to 1t 20 lbs �MULLION.T.WILL YIELD A MINIMUM ANCHOR 3ArchDis®0.64'Mn.O.C. UCIp,ttu.10O'Num.(Fla 41NIA IUA NIA ILIA NIA NIA WA INA IUA NIA WANIA WA 850 Aa CAPACITY WHICH MAY BE USED TO QUALIFY IAncrorl FCUp(T1g 57 iD5Ins 1960E 25 Ibs 4451bs 612 Its 1351bs 14D9a 177 is 37010.1 187 is 3311t. 170 is 211 is 280 is ADDITION l ANCHOR OPTIONS FROM THE 2A�K" 1.15•Min 0.07FCSp(Rg 240 Ds 350 Ibs 14-JA WA NIA NIA too lbs IUA IUA NIA IUANi IDs 442 Its :60 toI ANCHOR OPACITY TABLE. FRWUC`I'RIiVISED us complying with the FNeida FIGURE I: FIGURE 2: Ouildutg Code 16"62l$,6 • • TABLE NOTES: Acceplancc No • 1.250•-- £ss imlion Dale 1QjJZl • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONf By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mian['Dade product 111111!11/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,��` 1y L ,�lit, FIGURE 3: ;•.1n1'......N'1, ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ;.`••'• ?�L14'<•• +� ' 3.250" CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i Dlo.5'3)705 •' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90,WOOD SHALL! -T ") "' :•,.0. FIGURE 4: FIGURE 5: FIGURE 6: 11 p- /.., BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEI '624• x.').1 `(II 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 038.ALL :,5: .. \ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3,25"X.624- #10 .25'X.624'N10 81112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR410 S.S. MULLION j' A./LYNNIMILL�R,P.E. FL P.E.B 58705 I i TABLE IIA e Mullion Capacity Table(IbiMe) a Opening Width(forvadimily-spanning mUliore)ar Opening Height(lorhorilnriaky9penning mtllioDS) p'•�r 501n 60 in 70 in 60 in 90 i, 100 in 120 h 140 in 160i. O 116x3-04 Recl Big,, TIgJ7rleng, R/oengular TrspAdang NO npu1. Trap4riing. R6olwguIn Tlap77deng. RRtengular Tnplydeog. Reclang4ty TrapTdanq. Racleigulu Treprld. ReNengoly TuprTdrng. Re argd TupM ng. o3E rc x.624 Loedng Loading Loedng Lerd'ng Lording Lording Le adig Loading Loedkg Laedug Lording Lardnq Lording Leednp Larding LOr ding L14ding Loedirg Alum .E _ .� E_ r ' _ L D F L o U Z C4 Mullion o Sa .g F .y_ .E .F E .F .b.. E .. 'S �.-- 3 .� 5 E.. E .g '..- I .�T 5 ! %o �� $ t '> _� € r= _c xY _e Le s g "o Co Via- $rc �@. $a• S�' e'¢ dc � �� E d"` a 1� d` � $d �a �Iz €11 fia`d f Qat & $ �s s d`a Z u$"i�rc W O F 421. 170.0 620 170.0 175 170.0 711 1700 170 870.0 868 170.0 506 110.0 992 170.0 619 110.0 1116 170.0 621 110.0 1240 1T9A 621 1700 1488 170.0 $21 170.0 1735 170.0 521 170.P 1983 170.0 671 lL 48 in 170.0 709 170.0 524 170.0 1150 170,0 654 1700 992 170.0 670 170.0 1133 170.0 661 1700 1276 1700 677 woe 1417 170.0 680 170.0 1700 170.0 We 170.0 1903 170.0 680 970.0 2267 170.0 GOD J W z 60.625# 170.0 711 170.0 561 170.0 egg t7o.0 671 170.0 1016 170.0 661 170.0 I1% 1100 723 110.0 1N6 1700 741 170.0 1491 170.0 756 110.0 1793 170.0 iSfi 170.0 2092 170.0 156 170.P 2391 110.0 756 -° moo' 641, 170.0 797 170.0 612 170.0 956 170.0 691 170.0 11% 110.0 754 170.0 1276 170.0 803 17 UO 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 110.0 061 17D.0 2231 170.0 Or 160.2 2403 110.0 061 U-1 O V 60 in INA BBS 170.0 701 170.0 1067 170.0 791 170.0 1240 1700 078 170.0 1417 170.0 941 170.0 1594 170.0 996 170.0 1771 INA 1033 170.0 2125 170,0 1063 1163 2163 170.0 1063 129.8 2163 170.0 1D63 � U) CQ In 671n 170.0 970 110.0 715 1700 1116 170.0 850 170.0 1102 170.0 910 110.0 1488 110.0 1016 110.0 1673 170-0 1075 170.0 1659 170.0 1122 155.9 2060 170.0 1169 134.6 2060 1700 1111 111.7 2060 170.0 1171 W J m 66 in 170.0 974 17D.0 789 170.0 1169 INA 903 170.0 1364 1780 1002 1700 1558 170,0 1086 Vail 1753 170.0 1165 1100 1948 170.0 1210 1410 1966 178.0 1275 UZI$ 1866 170.0 1286 107.7 1966 170.0 1206 � 7 o U) 721n 170.0 1063 170.0 BIB 110.0 1275 110.0 1009 170.0 1188 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1715 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1734 160-0 1751 86.� 1731 150.2 1352 g J 761n 170.0 1122 170.0 937 170.0 1716 170.0 1080 168.5 IVA 170.0 INS 147.4 1656 165.2 1285 131-1 1556 ISI 5 1266 117.9 1556 11{.3 1251 98.3 1566 128.3 1229 64.2 1556 122.3 1219 77.( 1556 125.2 121fi E 9z J g 78 in 170.0 1151 170.0 %7 110.0 1781 170.0 1116 155.9 1117 169.3 1215 176.1 1477 152.0 1221 121.2 1177 179.1 120fi 109.1 1177 1295 1191 909 1/17 116.9 1169 77.9 1177 110.0 1158 68.1 1171 109.3 1151 90 In 112.0 1110 116.5 986 1181 1110 127.9 968 101.5 1110 107.9 951 ABB 1110 96.7 936 78.9 1110 81.5 921 71.0 1110 00.7 910 59,2 1110 71.3 891 50.1 1110 656 810 /4A 1110 62.1 870 Z04 Q 117.0 975 1203 877 91.5 975 701.5 856 87.6 975 oB.l ell 77.2 975 70.6 829 fi5.0 916 }1.2 817 56.5 075 GSA 007 48.8 976 67.1 789 41.0 975 SZ] 776 36.6 975 19.3 767 Q X co Z `- 10Bin 82.1 NI 111,0 696 66.5 711 70.1 685 Se.i /1{ 61.] 674 51A 771 66.3 661 15.7 771 49.0 655 41.1 Til 11.9 617 31.3 771 ]0.9 632 79.1 771 35.0 611 25.; 771 72.4 612 �_ y n0�- 111 in 75.7 770 77.3 661 67.1 7]0 fi5.0 650 W.1 130 5fi.] 610 47.3 130 69.9 631 12.1 730 65.0 522 37.9 111 11.1 611 71.5 730 35.6 600 27.0 730 31.9 589 23.1 730 29.6 581 grj 120 in 59.9 624 61.0 569 49.9 624 512 560 42.8 fill 41.7 552 37.5 624 39.2 546 37.3 624 753 6]i M. 626 31.2 571 25.0 624 21.1 SI9 11.4 621 21.6 509 1B.f 624 Zi.S 501 X o>�o� 7W in 31.7 433 35.1 400 20.9 433 29.4 395 21.11 777 26A 790 21.1 177 72.1 ]BS 19.] 13] 20.0 ]BI 11.] 677 IB.2 316 U) Q ? TABLE 118 a s� Z mp Q Anchor Cepecity Table(Ibis) ANCHOR CAPACITY ADJUSTMENT FORMULA: y� y O'mDf Subsi'me. 2.71t 07rcrde 36k Cmc. Holl-CMU I fin U PT Wood Meta Epp ANCHOR )X( )=ANCHOR CAP.u• 91C Elco 1/1•SS Eko VIE'Eko El #f0 6lod #1251861 N12 SI.I MULLION AnchorCup Pellema P1e^'x T1� 3'16•Etco unracm yr Fxourtracon Uer4cOn 3'tE Elco unracm Vd'Eko Unrdcon Agge d07 U2r8em 6cM1w(06 Sc"(G5) Bum(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E Distance n 1• 2-v2• 1• 2.112• 3118• 1• 2-12' 1- 2-V2 z 3_tle- OAS' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emoeanodon), 1371• I V4' 13IP 13'4' 2' 1-V44 1-114' 1-114' 1-174' 1414' 1-114' I-w 1�a• sates ACTUAL PRESSURE REQUIREMENT FOR THE z A ron a 75 Min.0.41 SIa dad a Chet e q t mos 390 ms os BUD Ile Isae lbs 2701ba 2A0[a 0611bs 7A0Its 314IDS 661 ma 311Ios a/2 wa 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archin 115•Min O.C. Silanmm a O(Pet)CDp(Flg 2} ABO lbs 700 Rn NIA WA NIA NIA 980 Ne NIA WA NIA IUA682IDS MRs 1120'. CAPACITY(FROM THE TABLE)OF THE SELECTED -0grcrors 3'Mk1,O.C.I 2s6 Arok 1/ g3f 780Ibz ESD IDS 680 Ds _w1os -7896105 5401bs 5WIts IIIA 76010s 748 Ds Bao lbs 632lbs Mile 1120106 MULLION.IT WILL YIELD MINIMUM ANCHOR 4 ArcroK 0.51•MIn.O.C.l UCO,Into.107 Alun x147 HIA IUA NIA Wq NIA HM IUA NIA WA NIA WA141A WA 1267 no CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arxtnr/FCIp g5) IDS Ibs 1D]Its 225IN 445lbs a22 ne 7351bs foo 109 177109 570100 ray IDs 332 lbs dot's 221 Its 2801 ADDITIONALANCHOR OPTIONS FROM THE 2AWhors 1.11?MI n O.C.IFCu o 240lbs 350 IDs PIA IOA NIA N/A 100109 N/A IUA 11VA WA3411bs 1421[e 6601oe ANCHOR CAPACITY TABLE. PRODUCT REVISED m complying with 9w Flori& FIGURE 1: FIGURE 2: 1.250'-- Building Code Ae«planet Flo*-oz 1$.0.3 TABLE NOTES: Expirel'on Dat< 125s)1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION 1]y ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mim Dude Pmduct .,111111117 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND}OR OPENING WIDTHS IS ALLOWABLE. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.54• ���,•'' ?'•1=N S7i �'! • CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \'s7a' tlr,,5is70ii 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL T-1. L� �.b [";),-• BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �� q;f f Di: �!7�• • 6063•T6 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .624• ',l);.''• • • .045'THICK(1E GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL -- -� ;)' ......... f2;•- • • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • 1110&il12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.624• A.LYNN,MILLER,P.E. MULLION FL P.E.N 58705 I I - i TABLE12A Mullion Capacity Table Ibolfe Opening Whith(for Varticalty-epanling mullions)or Opening Height(for horizonlaBy-spanning willons) 501n 601n 701n 80M13-11, 901n too In 1201. 14014 �160N �`>c N, urQs.. Reclanr711u hepTAeng. Raclolsguler Trepmlen9. R•clenBsder Trai✓Tdeng. fteclen9s/uReclengulx I,•IJTderg. Reclenguler Trop'TdanB. Reclenpla T1epRA9ng. R•clengWar Trep7TAangl Racl•rrguMr Tep/Ydeng. $ O 2%4%,26 Lo9dng Loafing Loading La n9 Loading Loading LoadingLoading Cawing Loading Loading Loading Loading Loading Lowing j Loading, Loading oo Alumto .Tub9 z• a.. z .�' F .F .s '� �' ,. $MulllDn8� 8��- 6¢� �Sa_i' pp 9�' 5�iit �E. d d$ � ii � 2 � d d U) � �� z $ 9 rc s s s s s s s rc Z 12 170.0 820 170.0 435 170.0 714 170.0 478 170.0 689 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1210 170.0 621 170.0 1180 170.0 521 170.0 1775 170.0 521 170.0 IB83 170.0 521 O fes" 4814 170.0 700 170.0 521 170.0 650 170.0 554 170.0 892 170.0 630 170.0 1173 170.0 691 170.0 1276 170.0 877 170.0 1117 170.0 980 170.0 1700 170.0 660 170.0 1903 170.0 666 170.0 2267 170.0 680 W .625 In 170.0 747 170.0 563 170.0 898 170.0 MI 110.0 1016 170.0 084 170.0 I195 Woe 723 110.0 1716 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 766 170.0 2381 170.0 766 � Z m (n it In 170.0 797 170.0 812 170.0 956 170.0 891 170.0 1118 170,0 751 170.0 1276 170.0 BO] 170.0 1{31 170.0 877 170.0 Ifi91 170.0 958 IT0.0 1817 IT0.0 881 170,0 2231 170.0 861 170.0 25% 170.0 661 131 O BO In 170.0 685 170.0 701 Poll 1063 170.0 791 170.0 1240 170,0 879 170.0 1417 170.0 011 170.0 1594 170.0 998 170.0 1771 ITD.O 1073 I7D.0 2125 170.0 1063 170,0 2178 110.0 1067 leo.e 2890 170.0 1087 m O ~ 6714 170.0 970 170.0 715 170.0 1118 170.0 050 170.0 1]02 170,0 BIO 170.a 1188 170.0 1016 ITa.O 1873 170.0 1076 170.0 1859 170.0 1122 170.0 22]1 170.0 1169 166.7 2553 170.0 11711 115.8 2553 1711.0 1171 J 661. 170.0 971 170.0 780 170.0 1188 170co - .0 003 170.0 1761 170.0 1002 170.0 5550 170.0 1088 170.0 1753 170.0 1155 170.0 1915 170.0 1210 170.0 7335 170.0 1275 151.0 2137 170.0 1266 1329 2117 170.0 1268 0781. . 170.0 1003 170.0 BJO 170.0 1375 1)0.0 1009 170.0 1484 170.0 11M 170.0 1700 170.0 1220 170.0 1917 170.0 1715 170.0 2125 170.0 1787 115,6 2161 170.0 1158 124.6 2151 170.0 1520 IOB.2 2181 170.0 1570 Z (n m $ . 170.0 1122 170.0 977 170.0 1]19 170,0 1080 170.0 {670 170.0 1209 170.0 1704 170.0 1322 105.1 1860 170.0 1121 115.8 IB80 170.0 1505 123.6 1980 105.6 1516 106.1 1980 161.0 11.75 929 1980 162.7 1571 tU3J F 170.0 1151 170.0 067 170.0 1701 170.0 1118 170.0 1611 170.0 1250 170.0 1812 170.0 1368 151.7 1861 170.0 117! 137,1 1681 167.1 1600 114.5 1581 117.7 1471 98.2 1861 179.8 1459 85.9 1861 137.8 1151 ` ZQIn 170.0 1328 170.0 1144 149.1 1790 1'58.0 7210 127.9 1398 135.0 1198 111.8 1396 121.3 1178 98.4 1106 110.2 1162 69.5 1]95 101.6 1147 74.6 1385 89.6 1122 53.9 1395 02.7 115 55.9 INS 76.9 109(6 z1. 117.4 1229 151.5 1096 122.9 1229 1278 INS 106.1 1229 111.2 1061 92. 1229 989 1044 61.8 1229 89.6 1029 73.7 1228 02.1 late 61.4 5229 72.2 BB] 62,7 1228 95.8 977 18.1 1226 62.1 867 00In 103.5 971 Ime $77 116.1 971 69.0 682 74.0 971 77.2 649 64.7 971 68.1 077 67.6 971 61.11 625 61.8 871 60.6 815 43.1 071 49.0 796 77,0 871 44,0 782 72.1 BTI 10.8 771 9 ;6 Gia- Nvg o" B III In 95.4 919 97.1 932 79.5 918 BI.B BIB 86.1 018 70.9 808 69. .919 62.9 791 5].0 819 SU 704 17.7 019 61.0 771 79.7 918 14.5 758 34.1 DIB 10.2 712 20.6 918 37.1 772 120 N 75.6 766 76.8 716 82.8 768 51.6 705 5).9 109 55.5 095 47.2 786 49.4 688 11.9 TAB 677 37.7 788 10.5 886 31.6 706 14.9 853 27.0 7115 31.0 611 23.8 768 284 6311441. 13.7 548 14.2 50416.1 518 17.0198 31.2 540 31.9 491 27.3 516 26.2 485 21.7 616 {79 zI.B 648 22.9 474 10.2 518 19.5 484 15.6 518 17.2 156 13.7 SIB 15.6 NB C) x Q � 0) ABLE 12B Q N Z 0 O ANCHOR CAPACITY ADJUSTMENT FORMULA: m(0 r.0 Anchor Capacity Table(lbs) 1 ANCHOR CAP.,,.,,,,,, m sut.trale 271,Com Me 158 Cone. Mallox OAU Fu1ed CMU PTWoo Metal (i NajX( )=ANCHOR CAP.,,, m-� T� 1���mx Anclar Type 3's6•Elm Uara<m 1/4'ECa UOrdcon 5'1a Elco 3rla Elco UanCae v{'EIaoV9acon ""S'Ek.441E Eko J��IA O 1410 Sled 1412 Sleel N1291ea1 MULLION CAP.,4,,,•, H $ uS ❑� � Anchor Clip Pellem• Uaacon Agga4cNor Upon 9cttn lca)scree(G5) S4re+(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR E pslarce n 1• 2-v7 1• 2-112 ?ire' 1' z-v7 1• 2-112' 7 war 0.48• 0.54' 0.320 CAPACITY REQUIRED'CORRESPONDING TO AN EmbeOntentO 1y4• 1y4• JWA 144• 2' 1.114• 1-v4• 14M' 1-v4' 1-144• 1-v4• lye' rya rates ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amit is 1.75 Min O.C.r Stadad or OMd Cs 15 300 lbs 390 ins N O los 1644105 VOIbs 280 Ds 354 des 740Ios 374 Ds 6611.. 341 Ds 4421Ds 660 Ds OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhcn 2.E8•MIn O.C.151at03NaClbel Cll 3 740Ds 74005 1465 Its 1421105 NIA 560 Re wA 095IbS NIA Seo lin 682%, 065 nbe 112DDs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Arcoas 1.71•MIn O.C.I Sianaama Cllsel CS 4 B651Ds 0501 IMIns NIA NIA 705 ka IUA 7Bg lis NA IgA 10221ta 1327105 1680100 MULLION.ITWILL YIELD A MINIMUM ANCHOR 4 Arcron 3'MIn.O.C./ 215 A cu s r Teo Ds 7 1560 R6 1806109 OlOs 5®as NIA 760166 748105 Seo IL>i 1952 as des 114 U27 Lbs CAPACITY WHICH MAY BE USED TO QUALIFY BArzhon 3'MIn.O.C.! 3558 fecl f 6 1170Ds li?O9n 940 We 2644 D] 61 s 840106 NIA 1140 Ice 1122105 13201bs 1022lbs 1327116 1660 ite ADDITIONAL ANCHOR OPTIONS FROM THE 3 Arcron 1.34'Mm.O.C.I UC ,Into.125'Alum. NIA IUA WA IIIA NIA WA IIIA WA IUA IUA NIA IUA oYJ ANCHOR CAPACITY TABLE. 6nrcron 0.61•MhO.QrUCI 1.10.125 Plum. .6 /A WA IUA NM NIA WA IUA WA IIIA WA IUA WA 21 I0s PRC.000T REVISL'D 2Mc1nn 2fi8'MIn O,CIF�' B a7D Dx 370IW 7d31bs 7121m IUA 200lb3 141A 340106 NIA IdD lbs 311 Ds {/i 106 660ffi a5 a0rl1p1yl1REVISE FIuida 3ArcM5 1.71'MN.O.CI FtI 1Fq10 40.1 Ds 525105 378 Ds 873106 NlA NIA 361105 NIA 3901ta IIIA WA 511 DS 661106 We Its Building Code 6ro219.o NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. A-ptan.No` CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. L'<piroli 1s Uale /fnQ) FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: i By • • • • • • • • TABLE NOTES: 2.000' -- i A1imn Lhde ProduR CoD ltllllllll// 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR \�st',�( :t p el 41i(;�,/ • • • • • GENERAL INSTALLATION METHODS. 1 FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • 04.000' -' 'I'•;' ilu.5(4705 • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICT3)MULLION AND MULLION CLIPS SHOWN AETI3 IONS SHOWN ON SHEETS SCALE.FOR EXACT21- .FIGURES SHOW SUGGESTED,APPIMENSIONS.SEE SHEETS 21-23.HOLESROXIMATO BE DILLED IN ,2�• E HOLE . yam;:_ FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 70: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT -'(;t• 11611.O. '''��/-. ISI(•• • ° (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. '•.,;'(;OR10I';.•.,'j .. .�. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X 4'X25'. MULLION ,'>, �'i/[1(67�tti �('`\� IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 7 66 rI t •• s • THREADS BEYOND THE MATERIAL,00 ANCHORS INTO WOOD MAYBE STEEL,1B-8 S.S.OR 410 S.S. I 1 A,LY 11J4MILLER,P.E. FL P.E.#58705 i i l I I TABLE 13A MulllonCapacity Table Ibellt2 ° Opening Wldlh(for wrticalVsperrlrg mdllcr )or Oponing Height(for h3rizorte9yspareirg millions) 1 td55 501n 60 in TO In 80 N 901n 10o In 1201n 1401n 11 01. a Rectangular 'hopRdang. Rectenguler TwP/Td.n9. Reclenguler Trap'Tdenp. Red.-War TrepM.ng. Roclenpuler Trepffl"' Reclenpder Trep?de119. Raclangular Trap rdanp. Roclmpulcr Trap7lMnB{ Reolenpuler TreplTdenp. o 2 X 8 x.25 7-oadnB Lowing Loafing Loafing Loodlp Loedrg Loednp Leading laedlnp Loadrp loafing Loedlnp Loading Loafing Loednp LoednO I Loe6np lnadng d Alum.Tube p r i p x g p n 2z p a p F y F p p p q 'D.� 3 G.. m .•. 'u D h .� L II.. L.. "b G p ^ m e '0.. Mullion s g a offs •� � x a s3s 3� � s� � p adoa � a c"! g�a a i, � a 421n 170.0 1 820 1 170.0 435 170.0 744 17D.0 178 170.01 608 170.0 606 170.0 982 170.0 519 170.0 1118 170.0 521 170.0 1210 170.0 521 170.0 7488170.0 521 170.0 1735 170.0 52 170.0 100.1 170.0 621 0 w J W /81n 170A 708 170.0 524 170.0 050 170.0 581 170.0 9D2 170.0 630 170.0 1133 170.0 851 170.0 1275 170.0 677 110.0 1117 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 680 170.0 22871 170A 880 ? _ 50.025 In 170.0 717 170.0 683 170.0 BBB 170.0 631 170.0 1048 170.0 681 170.0 1105 170.0 723 170.0 1315 170.0 747 170.0 1481 170.0 756 170.0 1793 170.0 758 170.0 2082 170.0 754 170.0 2301 170.0 756 � o O 541n 170.0 787 170.0 812 170.0 DSB 170.0 OBI 170.0 1110 170.0 751 170.0 1275 170.0 601 170.0 1131 170.0 BJT 170.0 1591 170.0 858 170.0 IB13 170.0 881 170.0 2231 170.0 881 170.0 2550 170.0 861 m O III In 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 M17 170.0$.141'-70 1504 170.0 BBB 170.0 IT71 170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1093 170.0 7a3 170.D 1053 F--• (0 J B31n 170.0 930 170.0 715 170.0 1118 170.0 850 170.0 I= 170.0 010 170.0 1488 170.0 0 1673 170.0 1078 170.0 1850 170.0 It22 170.0 2231 170.0 1169 170.0 2DOJ 170.0 1171 170.0 2975 170A 1171 { 801n 170.0 974 170.0 788 170.0 1169 170.0 BOJ 170.0 1381 170.0 1002 170.0 1558 170.00 [753 170.0 1155 170.0 1945 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1296 170.0 7117 110.0 1268 Z fn zo m J 721n 170.0 1067 170.0 078 170.0 1275 170.0 7008 170.0 1480 170.0 1128 170.0 1700 170.00 1913 170.0 1315 1711.0 2175 170.0 1367 170.0 2550 170.0 1188 170.0 2975 170.0 1528 170.0 31, 770.0 1530 (.) $ nW W u 78 N 170.0 1122 170.0 837 170.0 13{6 170.0 1000 170.0 1570 170.0 1209 170.0 1781 170.0 .0 2018 170.0 1421 170.0 T2l7 170.0 1505 170.0 2891 170,0 1820 170.0 1110 170.0 1%/ 170.0 358 170.0 1705 J d Z Q to 76 In 170.0 1161 170..3 OB7 170.0 1781 170.0 1110 170.0 1811 170,0 [250 170.0 1612 170.0 .0 2072 170.0 1471 170.0 2302 170.0 1584 170.0 2787 170,0 1700 170.0 3223 170.0 1777 170.0 ]BP,1 I70.0 1788 .I ~ Q m o Do IT in 170.0 1328 170.0 1114 170.0 1501 170.0 1728 170.0 1858 I7D.D NBB 170.0 2125 170.0 .0 2791 110.0 1783 170.0 2858 IT0.0 1818 170.0 3188 170.0 2125 156.0 3117 170.0 ?277 176.5 3111 170.0 2761 Z � Z N r ou In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 11122 170.0 2287 170.0 179! 110.0 2550 170.0 1952 170.0 2873 17DA 2095 IBO.O SID9 170.0 2335 137.1 3199 168.6 2470 120,0 718 158.1 2426 1081n 170.0 1504 170.0 1109 170.0 1013 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2078 181,8 2781 170,0 2271 148.3 2781 IBI.B 2333 125.8 2761 110.4 2281 105.9 2761 125.9 221{ 92.7 218 118.0 2190 Ill In 170.0 1838 170.0 1451 170.0 1868 170.0 1700 170.0 2283 170.0 IBJ2 170.0 2821 170.0 2118 151.8 2x72 W102.3i836..8 2832 148.4 2218 117.8 2672 128.4 2166 87.8 2812 115.1 2128 a5.4 2832 106.3 2090 X O 1201n 170.0 1771 170A 1588 170.0 2125 170.0 1858 151A 2252 159.0 1981 135.4 2252 H1.4 1881 120.1 2252 2252 118.1 1015 80.1 2252 B9.B 1872 77.1 2252 6BA 1636 87.8 2252 81.1 IBOB I- x 125,1 1581 126.8 1445 104.7 ISB4 108.1 1{25 88.1 1581 01.5 1107 711.2 76 60.7 1780 e8.5 1581 1584 85.7 1758 52.1 1561 56.0 1330 44.7 1564 49.2 1705 39.1 1 44.4 1287 Q..N Z 0 0 CL c ANCHOR CAPACITY ADJUSTMENT FORMULA: n � Anchor Ce acI Table(lbs) mea. ANCHOR CAP.,,,",,,, 9ubslrolo'. 2.7h Cawrdo 3.5k Co.. Holvw CMU Flsed CMU PT Woad Meld IDPr,)X( >=ANCHOR CAP.,,, 5716•Eko IIT 55 Eko 5'I6'Elco 144'59 Eleo p1D 51ecl tl1291ee1 M1251ed I MILLION CAP.- Anchor Type: 3x16•Eko UllnscOn 111•Elco Ulbacpn UlDwan Y76'Ewe UlDecon 174•Elco UlDoem App,.Gelor Dlr000n A9p,e0elor screw(G5)8-(Gs) Screw(Gs) IJSE THIS F RMULA TO OBTAIN THE-ANCHOR Anchor Clip Patteme ) ( .q EdQu Disteme Qnj is 2.1rr I. 2.1a• 3118' 1' 2-12' I' 2-1/2' 2' 3-118' 2• 0.46• 0.54• 0.324• CAPACITY R QUIRED'CORRESPONDING TO AN EmbeNnenl M): 1.314' 1.374' 1-314' I-Y4' 2' 1.114' 1.114' 1-114• 1-114' 1-114' 1414- T I-wr I ve' cedes gCTUAL PR SSURE REQUIREMENT FOR THE 2 Anchors 0 4.75'MIn.O.C.7 Standard or Othel Clip(Fig.1&2): 390 lbs 39010: 4501b3 6901bs IG441b3 2101W 2DO IDs 354 Im 74010: 374 lb. 6641W BIB in J411bs 44210: -56016. OPENING,W EN IT IS LOWER THAN THE MULLION 4Amrors 4.117 MN.O.C./Slendardor OOUI CII .J: 780 lbs 750 ns 900 lb, 1760 lbs 3232 lbs 54016. 5BG Me 706 lb, 1480 lb, 74816. 1272 t4 189210: 602 I 8851w 1120 Ibs CAPACITY( ROM THE TABLE)OF THE SELECTED 6 Anclwrs A 1.7I•MIn.O.C.I SU,Maid or O•bel CII (Fla.4): 1160lbc 140D IDs 1 1010 lbs 2595 lbs WA . WA 040 lbs WA 1065 lb, WA WA WA 13B3 F. 1770 As 2240 rbs MULLION.IT NILL YIELD A MINIMUM ANCHOR 4 Anclw-A 3'Min O.C./2 b5 Angloacs 7(Fig,5). 790 Ibs 60[be BBO Ibe 15WIM 1896 lbs 540 lbs 560 lb. NIA 760 ms 748lb5 980 lbs 18D2 lbs 1 68210: 895 The 1 11201baCAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchors 3'Min O.C.I(2 b5A kale./IFI2.6): 1560It, 1560 roMOW OW 3120Ibe 37921be 1080 roks s 11201bs N/A 1520Ibs 1496 17DOlbs 3704 lbs [363 lb. 1770144 224016: ADDITIONAL ANCHOR OPTIONS FROM THE 712_ors 1.V Min.D.C. 22.5A le ' / .7: 10001bs 21001W 144010: 37601Da WA WA 132010. WA 1500160 WA WA WA 2045lbs 26541b. 3360 IM gNCHOR CA ACITY TABLE. pROfIUCI'RL•VISBD /Anchds 1.31•Min.O.C.I U alp,Inlo.12V AAnn.(Fitt,e): WA WA WA WA WA WA N/A WA WA WA WA WA WA NIA 1430 lbs m complying with Ow FIMi(h 8 Amlwrs 0.64'Min.D.C.I U Clio.Into.125'Alum.F .0): NIA WA WA WA WA WA WA WA WA WA WA WA WA N'A 286110: 1-2.000--1 DuiIdD:O Cadc 2 Anchoro 4.68'Min.0.C7 F-Clip(Flo.10: 390 1b, 39D 1ba 450 lb, ego lba 18161bs 2701bs 28010: 15d lbs 7401M 374 IN 636 lbe 948 W 341 ros 4421be 56010.3 - A-puince No��-4�18.03 4 Anchors gh 1.71'Min.O.CJ F-a1m ft.11 1 590lba 700 lbs 605 lbs 12981bs I WA WA 47010: WA 5331bs WA I WA WA 802 Ns 685 lbu 1120 Ibs250Y R IAIi Datc 2Q�,I NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES: DY Allem ohoducTCao FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI N ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I i �� i,�: L.Y N 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOW BLE. ` �`•' �.':1:P'St; '•'`>' • • • i� 6.000' `1`r • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SE SHEETS 1,1C 54170•'1 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHO NON FIGURE 5: FIGURE 6: FIGURE T: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS] /,/17 (� -• (r, ANGLE I ;-'D '.'`•�sf�l.I/�' CLIP 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ROUT-FILLED •"� L1= FIGURES ) OI: ( CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C,90.WOOD SHALL BE PRESSU E-TREATED L�,4�'• o EIEDEUEPARS. 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AJND BE A MIN MUM OF.125"MUSTBE USED INTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTU L STEEL TO / ;BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND TAT LEAST 3SCREW -2'X 6"X.25 A.'YWT'MI LL�R,P.E. _ THREADS BEYOND THE MATERIAL.#10 8 412 ANCHORS INTO WOOD MAY BE STEEL,10-8 S. .OR 410 S.S. MULLION FL P.E.#50705 . I _ I ' I i, TABLE 14A ® YJ Mullion Capacity Table Ibe7R1 ! pI n Opening Width(forwrdcellyspanri rm.01ons)orOporting Hot III(for hodzontelysp8nr1n1g mUllom) C � 60 In 601n 701n 00In 901n 1001n 120 In t10 M ;/ h $ $ RKlarguler Twp'Tdarg. ReclenpNBr Twp7nang. R4a:largular TrepTdBtg. R.eWoNer Pap'TBerg, RKlangula TreprTdang. Reclarg0lar TrapTdarg. Raclangular Trep'Tdarg. ReelarpulBr Trep'Trlarg. Recl9rgularl TupRrlang +jd 1.28"x 2.11" Loa0ing Loading Loading Loadln0 Loedh,g loadrg LoadNg Loading Loamrg Loedrg Lcading Loa uv Loadrg Leading Loadkg Loading Loadug� Loadlrq o 0. U x.126"Alum �• �• Tube Mull all $ a � d� a � di g a� � a ^ 421n 144.2 526 167.0 428 120.2 578 148.8 419 103.0 520 138.9 414 90.1 526 134.6 411 80.1 528 134.1 411 721 528 134.1 411 60.1 616 134.1 411 51.5 526 134.1 411 A5.1 528 1N.1 d11 0 F- 48In 96.6 403 109.0 373 80.5 403 94.7 375 69.0 407 89.4 320 60.4 403 81.4 317 63.7 403 79.1 316 48.3 403 78.6 314 40.3 403 76.6 314 34.6 403 78.6 314 302 403 7B.6 314 _ 60.8251n 823 362 91.0 301 68.8 392 79.3 294 6%B 367 71.9 289 51.6 362 67.2 286 45.7 362 64,6 284 41.2 302 63.6 283 34.3 362 63.5 283 29.4 367 63.5 283 267 362 83.5 283 � fY m (n 64 In 67.8 318 74.1 267 506 318 64.2 261 48.5 318 67.7 269 424 318 53.5 253 37.7 318 50.8 250 339 318 48.5 249 28.3 318 49,1 248 24.2 316 49.1 248 21.2 318 49.1 248 W O a O M co•3 F ri BOM 49.5 268 63.1 718 41.2 256 45.7 214 35.3 758 40.7 210 30.9 258 37.2 207 27.5 758 34.9 204 24.7 250 33.4 203 20.6 258 32.2 201 17.7 268 32,2 211 16.6 268 322 201 (n to _3 931n 42.7 23q 45.8 200 35.8 231 39.1 195 30.5 234 34.7 182 26.7 234 31.0 169 73.7 234 29.4 180 21.4 234 26.0 154 17.8 234 26.6 1B3 15.3 211 205 183 114 234 28.5 183 W J Win 3T.2 713 39,4 183 31.0 213 33.7 179 20.5 213 29.8 178 7J.2 213 71,0 173 20.9 213 25.1 170 We 213 237 169 15.5 213 722 167 13.3 213 220 168 11.6 2131 22.0 188 7 tCL o d m 12 In 28.8 179 30.1 155 ZJ.B 179 258 152 20.4 We 22.5 149 17.9 178 20.3 147 15.8 779 10.7 145 z J o $ e �W761n 74.3 181 25.4 140 20.3 181 21.6 137 17.4 161 19.0 135 16,2 161 17.0 133 J � bZ 781n 725 152 23.5 133 iB.B _152 18.9 131 16.1 162 17.5 128 Q ABL - ^ r E 4B I ANCHOR CA,ACITY ADJUSTMENTFORMULA: Z Q N Anchor Ce achy Table pbs) Q Z 9Nal.IL 2.7k Cmcrele 1:k Cat. 1105aw CMU ANCHOR CAP.,.c,,,,, F-• X- o FlBedct2u PT wood MMeI iDP,,,)X( )=ANCHOR CAP.,,, ^�- Sr16•Eko M LLION CAP.,,,,,,,, B Arena Type: 3'16•Eko Ullracm Ile Et[o USrsm 3116-Eko111.1. 114'Eko Ullmcm IIT SS Eko 5116'Ek0 114'SS Eko N1 ltd N12S(G5 N1281ml AnehorcllpPetlema Ultwon ngyeGata unr4cm nppeGalor screw(fd)saBw(e5) screuLG51 USE THISFORMUTATOOBTAOJTHE'ANCHOR w X YoY EcMe Clslatce n 1- z-i2• r 2-12' 3-116• r 2-Ir[' 1• 2-12' r 3-vs- 7 9.aa o.fi/• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN 3 Erllbedntllt(M 1414' 1814' 13.1' 1J/T 7 1-114' 1-tIP 1-tlq• 1-ll4' 1-1IT t-t/T 21 1.310• tya vanes ACTUAL PRESSURE REQUIREMENT FOR THE F-• cV 41 Amnon 3•Mn.G.C.1 216A Cly / 1' 780ILe 7BO ID3 6901.3 1561103 1806 lOs 540105 1960193 WA 763103 748ttn 880105 1%21[6 G8210s BBS ko 1/30165 OPENING,w,f'�EN IT IS LOWER THAN THE MULLION Q < ¢ p p CAPACITY(FjROM THE TABLE)OF THE SELECTED 5 Z M esi O y;0 ULLION.IT 11 ILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY F ADDITIONAXJ ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I I TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.26fi' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I r-1.266-1 t$2C000T REVISED ' us complying vvih du:Florida FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ituild'urg Code Aeaplance No 1Gao21g,n3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. BxpinlI-�D;,IV�HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- j ,116' ByFIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. imr DaANGLE CLIP MUST BE USED IN PAIRS. 125• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC(301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �� �;{i•li•1;� �i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GBO.WOOD SHALL BEPRESSURE-TREATED T `�`1�jV .......... (l it YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I ` i�N'•.•�1GF.1•:;:f t THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1 26'%2.11'X.125'MULLION LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN 5'MUON) =;;:• ��,.!ig 711:1 THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. - r,r= ..Ir+lL01: 0_01- A.LYf WMI I UL R,P.E. FL P.E.#50705 I I I i TABLE 15A Mulllon Capacity T•ble Ib•Rta �3 kl Opening Width(for ier6caly-spanrirg nidions)or Opening Height(for horimrtaVripardrig mUlions) 50 in 60 1n 70 In oo In 901n 100 in 120 1n 1401n X1601. o Reclenguler TrepTdenp. Reclenguler TrapTdeng. Redmguler TrepTdenp. ReclenWar TreprTdenp. neclmOm TieprMwil. Reclengultr TiaplTdang. Reclenguier Trep7Tdenp. Reclenpder TreplTdenp. Reclonp315r Trapliltan9. Sd a a 3.26"30 t-ondnD Loodrg Loadng Lowing Loadn9 L.W lr Loadng Lowing Loading Lowing LoOdnp Loading Loedrg Loadnp Lowing L.oadn9 Loadnp Inadrg oY u DEG.AL r g� p r� &4 r_ .� r_ k_ _ r r � BAY MULL 8 � X ��- S ��- N u u 43 3 i Y s9 b 9 1-7 8 d s3 b u v 1-S s9 J sY t9 a� 8 8 21 GO 42n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 1 170.0 519 110.0 Hill 170.0 821 t170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 J W 48n 170.0 708 170.0 624 170.0 050 170.0 581 170.0 992 170.0 030 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 162.2 1671 170.0 680 130.5 1622 170.0 680 114.2 5522 170.0 680 _ 50.6261n 770.0 747 170.0 563 170.0 890 170,0 831 170.0 1048 170.0 684 170,0 1195 170.0 727 170.0 1115 170.0 747 164.2 1441 170.0 758 116.0 1143 170,0 756 117.3 1443 170.0 768 102.6 1413 170.0 766 W 0 0 0 64 n 170.0 797 170,0 012 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 903 180.4 1353 170.0 837 144.3 1351 170.0 a50 120.1 1311 170.0 061 103.1 1357 170.0 861 90.2 1353 170.0 061 m O I- M 601n 170.0 085 170.0 701 170.0 1063 170.0 797 187.0 1218 170.0 878 148.1 1210 170.0 944 129.9 1218 159.0 936 116.9 1215 152.1 924 87.4 1210 148.1 913 a3.6 1218 146.1 913 73.1 1210 146.1 BIS 1- V O J 63n 170.0 930 170.0 745 170.0 1118 170.0 850 160.2 1150 1688 033 IMA 1150 163.0 914 116.8 1160 141.9 e90 105,1 1150 134.2 885 07,6 1150 126.7 671 75,1 1160 128.2 570 65.7 1150 126,2 570 W m fi67n 170.0 074 170.0 768 152.4 1010 165.5 Bat 170.8 1049 116.8 681 11LJ twe 133.1 650 101.fi 1018 123.4 679 91.4 10/5 118.8 630 78.2 1016 108.1 021 87.1 1015 108.2 BIB Q. 57.1 10 8 10x.2 81B Z in p � c 721. 140.8 880 147.9 764 117.4 880 126.0 740 100.8 880 110.6 734 00.0 B80 100.0 722 78.2 8110 92.0 712 70.4 090 66.2 703 55.7 860 78.2 693 50.3 680 76.6 680 44.0 060 76.4 686 ? 8 gW g b 1-Z 781n IIB.T TBO 125.1 890 99.8 790 108.4 678 85.5 790 93.3 607 74.8 790 01.9 052 66,5 790 70.9 el3 59.0 700 71.7 635 49.9 790 65.1 024 42.0 790 02.1 619 374 790 61.5 817 Q S 701n 110.0 750 115.5 657 92.3 760 99.1 644 79.1 750 85.9 612 692 750 77.1 621 01.5 750 70.0 012 55.4 750 65.7 605 16.2 760 69.4 594 39.6 750 66.2 ISM 34.8 750 65.5 500 Q m O 90n 72.1 563 74.4 500 60.1 563 02.8 491 5tii 563 64.5 483 45.1 563 189 475 40.1 603 44.4 468 38.1 563 /0.2 462 30.0 663 30.2 452 26.8 563 33.3 445 225 503 31.8 442 Q -m Z N � O 96In 69.4 495 61.1 443 49.5 495 51.5 435 424 495 14.0 427 37.1 495 39.9 421 33.0 485 38.1 415 26.7 495 33.2 409 24.0 IBS 29.1 400 21.2 495 28.6 394 16.6 495 25.0 39D W W 1� 15 si- J i 0 1081n 4L7 301 42.6 753 71.8 391 75.0 110 20.8 701 11.1 112 26.1 191 27.0 337 232 391 24.9 3J] 20.9 301 22.8 J20 17.4 701 19.7 321 1{.9 391 17.9 315 W Vr 1111n 3e.1 370 38.2 115 72.0 370 37.0 370 27.5 370 20.6 325 24.0 370 25.7 320 21.4 370 22.8 310 19.2 370 20.0 J12 10.0 370 18.1 305 � LU ?� 1201n 30.4 317 30.9 209 25.3 J17 20,0 281 21,7 111' 22.6 280 18,0 J17 18.8 278 18.8 717 17.0 273 U O Q > 114 n 17.6 220 17.11 201 Qd c M Z Q 0 B 1 s m0 NO Anchor Ce acl Table Ibe ANCHOR CAPACITY ADJUSTMENT FORMULA; + ���� sumwle 2.71,Cera:rele 3.51(cart.I H011-CMU ANCHOR CAP.,,,•,,,, Feed CMU PT Wood Metal (DF:„)X� )=ANCHOR CAP,,,, Anchor T 5110'Elio V4•SS Ek 5116'Elco 171•SS Eke 61Q2'i 612 SIeN 012 filed MULLION CAP...,.,- AnehorClipPatterne Y9o. Via' Ullracon l/4•Eko lmracon tnD�on 31WEka Ulu.. 114-Eke Ubraco" AppreGatar Urtracon AppreGetor Serov,lC5l 0121311-5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eya tislan<e gni r x-trz• r 2-1n• 3-ue- t• 2-t1-' r 2411' 2' 3-111- r 0.51• 0.344• CAPACITY REQUIRED'CORRESPONDING TO AN Embednml(int. 1-314• 1-374• tJr4• 1-314• r 1-114' 1.1M^ di/v t-114• i-1n' 1-V4' 2• 1-3'x- renes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchwe(g5'rAn O.C.I(212a5Anille Cl'ps 1(Fip.1r 390167 3901,s 4501bs 890105 t70010s 2701bs 26011,5 354lbs 7011,5 174161- 7201be 9401bs 41211,1- OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Arohon 7.5'Min.O.C.I 12x 5An91e Clips 1(Flo.21 78D@s 760lb. 790lb. 1870It. 25259n 540Ibe 58011,5 WA 1120lbs 710Itc 6801W IeD21bs 8851Ds 1@gibs CAPACITY(FROM THE TABLE)OF THE SELECTED e Antrum 2.71.89n.O.C.r 2 21-5 k Cf /F .J 112011,5 1t201W 95li. 22481bs 225/Ns WA 84011,5 WA 10591M NIA fl20 mwA 1327 ws test las MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: IANCHOR CAPACITY TABLE. PP.(A)UCT REVISED ce complying with dm Floods, TABLE NOTES: Building Code Acceptance ND l(1--Mir3.O3 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 11170111-1 Dam r/jpQJ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ©y Mim1 Dedo FIGURE 2: 2)LINEAR INTERPOLATION B1'roduel ETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125•x' �i - �T • • [Ed HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _-30^ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED s• •-�1 • • • e YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1o��� �r THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 30•BAY tATC H: / MULLION 'c • • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. '.�(�;�•'•,•/I,r)RLO?••'!'��� ANGLE CLIP(FIGURES I-3)MUST BE USED IN PAIRS. •,:'��!'�'i7P1j;1 \``,•.` L'L'f'R,P.E. A.LYNN M( FL P.£.#58705 ABLE 16A a� Mullion Capacity Table bsW7 I ;yX Opening Width(for verlIcaltz•-sparrirgmUlions)orOpeningHeight(for tnrizotsIVspann1Mmfiorr) - I 501n 601n 701n 80h Bain 1001n 1201n 1401n fe01n- Raclenpder Traprrdang. R601 go- Trapr7darg. Reclanpuler TrepRdenp. flpetemildar TrepRdang, Reclenplr9 TrepTdang. Reclengdar Tmp77deng. Reclengulm TrepTdmp. Redmguler TiaplTdeng. Reclenpube TrapRdarlg. 3.26"109 Lo0dr�0 Lo.dng Loadng Loednp LoedYq Lcadrg Loadrrg Loadnp Lowing Loedrq Loedrq Locoing Loading IoadnB LoadngLoedng loeding Lowing c�4 U DEO.AL a 7.2 a z 2 g x r a p r n a d BAY MULL 4 •� � 11 - ar e1-sas a � a � a 421. 170.0 020 170.0 435 170.0 7N 170.0 478 170.0 688 170.0 508 170.0 1182 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 5�1 180.3 147' 170.0 521 J J W W 40117 170.0 708 170.0 524 170.0 650 170.0 SBI 170.0 092 170.0 630 170.0 1173 170.0 801 170.0 7275 170.0 477 170.0 1117 170.0 BBO 163.7 1837 170.0 880 110.3 10.17 170.0 NO 122.8 1(3 170.0 BBO 7) _ 50.8251n 170.0 747 170.0 583 170.01 898 I 170,0 871 170.01 1018 110.0 404 170.0 1185 170,0 723 170.0 1345 170,0 747 170.0 1484 170.0 750 117.1 1552 170.0 758 128.1 1552 170.0 7i6 110.4 165 170.0 758 W cm)o O 541a 170,0 707 170.0 612 170.0 854 170.0 BBI 170.0 1118 170.0 754 170,0 1275 170.0 807 170.0 1134 170.0 037 155.2 1455 170.0 856 128.3 1455 170.0 B81 INA 1455 170.0 861 01.0 11 170.0 041 m 0 1- 00 601n 170.0 Bas 170.0 701 17010 100] 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 00.0 ON 125.7 1308 163.6 994 104.8 13DB 157.1 882 80.8 1309 157.1 9!2 78.6 1] 157.1 982 F=•• 00-7 J 83 In 170,0 930 170.0 745 170.0 1118 170.0 850 182.9 1247 170,0 940 142.5 1247 184.5 983 128.7 1247 IRA 965 114.0 1247 144.3 952 95.0 1247 136.2 074 81.1 1247 175.7 975 71.3 1247 135.7 975 � W � CL 68 In 170.0 074 170.0 789 170,0 1169 170.0 907 146.4 1100 t67.7 065 128.9 IiD0 147.0 945 115.4 11DO 138.5 926 103.9 11gO 128.1 811 84.6 1100 118.5 BBB 74.2 1190 118.1 897 64.0 Ito 1161 683 Z to i m 8 72117 101.8 1010 168.6 617 134.7 1010 1N.6 659 115.4 101[1 127.2 612 101,0 1010 111.7 828 89.6 1010 105.6 817 60.8 1010 869 e0T 87.7 1010 BO.D 795 57.7 1010 67.6 190 50.5 101 87.7 789 J W J 7B In 137.4 BOB 11].8 782 111.5 BOB 122.0 775 98.1 904 107.1 791 85.8 BOB 88.2 748 78.3 908 66.2 730 88.7 BOB 82.3 729 51.3 BOB 74.7 7111 19,1 904 71.2 70 12.9 70.8 706 Q fp7l.n127.1 681 13x.5 751 105.9 861 112.5 738 DO.B 861 98.6 735 70.4 881 865 717 70,6 BB1 81.0 707 83.8 841 7510 8N 5].0 881 60.1 BBI /510 881 64.5 B 5 Jg.7 BO 61.7 872 F- Q Q N 62.7 846 85,4 $74 68.8 649 72.1ON 59,1 648 e2.9 554 51.7 618 50.1 545 48.0 840 50,8 337 41.4 610 47.0 530 34.5 644 4t.5 510 29.5 648 78.2 51 23.9 6411 3B.5 507 ZQ m Z68.2 566 70.1 SOB 50.9 586 59.1 489 48.7 586 61.1 181 42.6 5N 45.8 483 37.9 588 0.1 470 71.1 568 78.1 170 28.1 688 33.4 459 x4,3 586 30.5 412 21.7 569 28.7 M7 (n W iq O 47,8 448 414.9 405 7D.B 448 41.2 389 34.2 448 35.7 7D] 20.8 N9 31.7 787 28.6 119 29.8 382 23,0 ND 26.1 777 20.0 110 22.7 308 li.l Ng 20.4 761 150 N9 10.9 758W N 11,1 425 45.0 385 38.5 425 37.8 379 31,5 425 32.8 377 27,8 425 291 . . 382 221 425 24.0 356 18.4 425 20.7 350 15.6 425 18.6 313 I2* O �31.9 361 35.5 3]I 28.1 361 28.6 ]29 24.9 781 25.6 721 21.9 38{ 22.8 317 1910 361 20.5 JI3 17.5 381 16.7 708 I U 117 Q >20.2 757 20.1 233 16.8 25] 17.1 230 I d Z 9 mf)6'.O TABLE 168 NCHOR CAPACITY ADJUSTMENT FORMULA: mw Anchor Ca acl Table Ib• e o $ o� FWW CMU PT Wood Meta (Op_) ANCHOR CAP.,e.,,.. Subsl,al<: 2.7k Conerela ].Sk Cam. Ho4otGMU X( )=ANCHOR GAP.,,, 5/76'Eko 114'99 Eka 5H6'Eho 711'SS Eko 010 Sleal 012 alae/ 012 bted M LLION CAP.,",,,,e, Anchor Typa'. 3119'Eko Wmeon 111'Eko I.M.C. 3118'Elco Ulhecon 1r4•Eleo UlSeem Anchor Clip Patterns UlU.w AgyaC.W U1lrecen AggreGelor Sc (G5)j8m (G5) Se"(GS) USE THIS RMULA TO OBTAIN THE'ANCHOR Edge Gt,13me(In): 1' 2-12• P 2.12- 3418' 1' 2-172* 1• 2.12' 2• 3418' 2' DAB' 0.51• 0.724' CAPACI I y EQUIRED'CORRESPONDING TO AN Embedmen10nt 1-311' 1-37+• 1.3(4• 1-314' T 1-04- 1-174• 1-174- 1-114- 1-114' 1414• 2' 1-318' I've, wiles ACTUAL PR SSURE REQUIREMENT FOR THE 2 A.W. 5'MI.O.C.I 2$510 e / .1 390110 390Ibs 450 Ib, 890150 17001W PD Ibe 2e01bs 3541D1 740158 374 les 720 lbs 'B46Rn 341 roc 442 lbs 56015, OPENING,I, HEN IT IS LOWER THAN THE MULLION 1 Amhom 3.5'Min.0.47(2)9i5 Angle Caps I(Fig!22*. I.Ibs 78010, iB0 bs 18701ba 25251W 51015, 5801bs WA 1120Ibs r+B IOa BBO Ibs 1892IOa 602IW BBs lbs 11201bs GAPACITYI( ROM THE TABLE)OF THE SELECTED BAmhora 2.7PMin.O.C.I t 24 An Ci ! .]. ti2Olbe 11201bs 85015s 2246 lb. 22541. WA B101Ds WA 10191M WA 1]x0100 WA 10221bs 1321 IW teso m, MULLION..I WILL YIELD A MINIMUM ANCHOR CAPACITYI RICH MAY BE USED TO QUALIFY ADDITIONAANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PROOUcrRLvlsrD FIGURE 1: ac cnmplyh16 iviih 9se Flbdd. TABLE NOTES: nuilding Code 1(00011S.03 Amptancc Na • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. D•p irelim Dale SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MiMI' Product FIGURE 2: 1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, "``1.C1 ...U11,1111 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 5'VBAY >C? .-••"' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,,a��,•''�:=r1SF •c'� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 3: 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 BEA MINIMUM GRADE 33 AND.045'THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT .C1 fLEAST.125'THICK AND 1036.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND � �.f ;;lY•tl'.01' - • • THE MATERIAL.#f0 #12 ANCHORS INTO WOOD MAYBE STEEL,1&0 B.S.OR 1010 S.S. '.0^••' t'1 iP1101`,•'(j' ` ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ��i�S�i��(()r!!//'•`� t +� A.LYNtJ1M!1(BR;�.E. FL P.E.#58705 I Jr4 '0" .3657 c! .062* -7 .062, 436* 4.000' 125'STANDARD CLIP 25 25' 4.000" 4.000' 2.0 LO 0063-TO ALUM. 2.125" 2.000- 2X5 ANGLE CLIP B63' 2,625' X-SECTION U-CLIP 6063-T6 ALUM. CV 3 5' 0621 A Ck .62 2'X�ANGLE CLIP 3 T ALUM X_ _ E_T'D. A+L21 2_62 i 6063-T6 ALUM X-SECTION 125' A25' A25" X-SECTION ED U) .125* .125" A . w z U) .03V 1 9 j- CENTER OFANCHQKHUUt MUST U-11HINTHE 125 -J DASHED BOUNDARY.SEE SHE S5-20FOR THE :D b J 376 .375' ANCHOR D.C.DISTANCE.. imum ANCHOR DO n 8 0 HOLE DIAMETER: STER+1111 w 0 -T 1. -T cc (/) 0 1`X4'%.125' X 4"K.375' X 4'X.375* --6.50w-- Z M MULLION MULLION 'T'-MULLION HERETO .375* 0 (0 OUT MIN. 8063-T6 ALUM. 6063-76 ALUM. 6063.T6 ALUM. .376* --3,125"- CREATE F-CLIP,SEE 75* rA DETAIL F.SHEET 4 7) X-SECTION X-SECTION X-SECTION MIN.. z 1.250' I375- --------- .375' r-------I CENTER OF MIN. z ANCHOR HOLE a- I zo MUST LIE WITHIN < :i - -q THE DASHED l-- C) - 1z BOUNDARY.SEE I Z a SHEETS 540 FOR z Z TliEAIIGIIORO,C, 1114 Il" 'C) DISTANCE rs 3.1 4* 2.L I I I (I F MAXIMUM* 3.250" ANCHOR HOLE LLI 0 DIAMETER� in U) -.100, ANCHOR ---------------j .100" iDW L 1 6% 1 M 0 0 DIAMETER Ili < J) C) 2X5 ANGLECLIP D '0 --T 6063-T6 M. cr w .100* .624' It STANDARD CLIP U-CLIP .624" 606346 ALUM. 0063-TO ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW .820' .820*1-- --1 .829' 1-- --WITHIN THE DASHED BOUNDARY.SEE 1,25,x 3125,X.1001 i.2VX3.26'X-624" A.25X3.WX.G24* SHEETS 5-20 FOR THE ANCHOR D.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE. MAXIMUM ANCHOR HOLE 101monglon]Value(In)For M111110n; Dime elan Value(in) for Mullion: 0005-TSAWM. 6005,T5 ALUM. 8005-TS ALUM. DIAMETER,-ANCHOR DIAMETER+Vitt'. F 16B7 V X4'X i F -1.88 1,25'X3.25' X-SECTION X-SECTION X-SECTION 0 1.000 .1 G C6-00 X.62V H ZW Aluminum i R --1.-43-8 Aluminum 3.46T I 3.ODO Tube MJUiDn 1,1 -T2-501Tuba Muglon .375'.._ .375° F 3,187 1'37 X41 X F -2,626 1.7.Y X3W .126, .877* MIN. G 0.757 . � 10 J.J2 X.624* J.377' H Z 30 Alumtrium 18 i.6O�D Aluminum 3.000 Tube&J-r I T".M 1110 -.�,plyi.g�ig,the Florida F z250 1,261 X342V 1 F 2.813 30*Bay Mull Building Cade It:o-ceLIS,o3 0 0.760 X.1* F. j-aF7-5:j45'Bay Mull A.Mpim.N. .125' 1 K 1,500 Al 'TIT P pimti Dmd 45' 2.250" : 1 1 1 - By 1 3.250 Z.M an miwn de product TABLE D 3.250'46-BAY MULLION .250' pGlpart# 30'DAY MULLION Mull Dimension ......!1 0063-78 L \kt 6063-1-8 ALUM. X-sr TI N (Bh.et#) mulljon I Sid.Cilp I Offsat CIIPJ U-CIIP An9IQ Clip X-SECTION 4F 1 311� I,210-- _T T'� 2 Mi 3 t25O T V X4'X.126'(10) 384 SESIARM I6W1122M 666241M 666518M 37-1 G OFFSET CLIP OF601f2�16WI123MI 066242M 6W519M .126- 6061.To ALUM. V X4'X.376*(11) 6881i"V()" 3 6661120 66MW611243M W242M 6685i9m .228'j i---.981'-4 26T TOPVIEW V X 4'X.375'-r 0 it 660 LL, .2 NOTES: 1.25-X3.25'X,100-(13) 20100 66611271� 6661124M 6662410M (twi 15M I I X X .2V X 3.25'X.824'(14) 20101 16661126M I 66(11125M 5502411M 1515001115M I 666517M .740' lz' 624•(t5) 20JO2 1 661111174A i)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. e661126M 666241M NIA: NIA WA 6665110m 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. N"' ��IIN NIA 45 NirrvO(20) 66aD NLA 66851 I1 (-it, 3)SEE SHEETS 2 A.L, � .4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 i TABLE E Mull Dimension PGT Pert# ®an t3 iC (sheet#) Mullion Std.Clip U-Cllp Angle Clip _ il -�61 Q--II'-.25"2"X4"X.25"(16) 66602 686261M 666271M 6665112M Y 2.2"X6"X.25"(17) 66604 666262M 668272M 6665113M ANDARD CLIP I U-CLIP X5 ANGLE CLIP2.000' 063-T6 ALUM. 6063.76 ALUM. 8083-T6 ALUM. oY 2 NOTES: X-SECTION 2.125" I X-SECTION 2.000` X-SECTION LL .125' 0 m F- 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125' I ,125• I N DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L Z yN a N 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I l-1.490'-^I O F- HOLE LOCATIONS. lL 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. _ _ 5.500" T HERE CUT __ U W" --2.000" 3.500` CREATE F•CLLIIP, 5.000 375' W O° O .375" rY I_SEE DETAIL F, .375' DO MIN. r SHEE74 MIN. CD .375' -- MIN. H ZO J fn J ------------- I -- ------- - -� -- -- -� --- = --------------i z LU m 1W 4.000• ; � j � a s 5 z .250' @ -I--- -- ---I-..- 3.438' C t- - 3.430" re --- -------I J "�- 2'X 4"X,26" I _ I I 1- U Q MULLION I I Z p I I 3.438' I Q Z 6003.78 ALUM. I I I F- Z cc) O X-SECTION i i I .375' S Z N o 0 0- / ---- r I ___� __. __ _ .._____________1_._[MIN. W O _____ Of J 52 to to STANDARD CLIP I 0 � Q U-CLIP,6003-T6 ALUM. 2%5 ANGLE CLIP 250, CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. SED FOR 2"X 4'MULLION.SHEET 16 ENTER OF Af)ICHOR HOLE MUST LIE 6063-T6 ALUM. Q" Z O O -WITHIN 5.20HE FOR ED THEANCHOR D.C.EE TOPVIEW TOPMEW ITHINTHE DA SHED BOUNDARY.SEE TOPMEW a'4 mO to SHEETS 5.20 FOR THE ANCHOR OHEFTS 5-20,F1OR THE ANCHOR O.C. § u € -:2 DISTANCE,MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE --DISTANCE. IMUM ANCHOR HOLE a° '-� DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE IAMETER:A CHOR DIAMETER♦1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE 2.000'- 3.500' CUTHERETO DIAMETER:ANCHOR DIAMETER•1116'. _ _ ~- .375" 'I CREATE F•CLIP, ---5.000' MIN.~ - r-SHEET4SEE DAILF, MN• rL _.375' MIN. .375' � ! I I I .RGOUCT'REVISED I j I I 3i -.Plying with the Florid I I I I I I Building Code I I I A-Pt. � � I � � CPimlinn lbte QO�j) I I I I I .250' - 6.000' rL -i-- T'-- --L_._. 4.fi88` t ----- I Dp 'r-'- 5.438" L I 1!1!1111!, I I 5.438' 5.436' I 2"X6'X.25' I I I I I I .\�t '' (.EiYS •'•`C?�•' MULLION I I I I v`.• �� 6063.76 ALUM. I I I I I is X-SECTION I ! I I ND.56705 I I .375" C. ------ ------ MIN. I -- 1Sc I.,OF tl;: STANDARD CLIP_- -- - !/C)� •'•. /FLORID .250" U-CLIP 2X5 ANGLE CLIP i (j•. 6063•T6 ALUM. 6063-T6 ALUM. ! 6063-T6 ALUM. •�i1%S'/ .. TOP VIEW USED FOR 2'X 6'MULLION SHEET 17 TOPVIEW �J� �"1 n4" ` TOPVIEW A.LYi• MA"tILLE1Rt�,P.E• FL P.E.#58705 I I i EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQU RES A DESIGN PRESSURE OF+60.01-60.0 PSF. 110 ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32-+12+1'=65',REFERENCING SHEET 25,THE COLUMN USING e n � ----F--- -- - RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRA E DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED ti's n Ji F --* ---- DESIGN PRESSURE OF+60.01.60.0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILA LE. z � FENESTRATION `E TAE S, FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRE,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD o o PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. c ti g APPROVAL 2.3 s2 FROM TABLE 4A,SHEET B,THE 1'X 2.76'X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A.E.M.PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL 72OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION - _ LENGTH ---� --- - 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 " m T- 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. (1) in 4A rc LLI SEE Z DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W ' SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J W 7.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. - cn_ -- _ -J-- LjIN 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 636 LBS.ALTERNATIVELY, W o 4 NO ANCHORS IN WINDOW 37 L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FO ITHE EXACT DESIGN PRESSURE OF 80 PSF: ED M MN --I MULL wIDm 636 LOS ---- (60 PSF)X( )=524.91-13S (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48)-OPENING WIDTH- 72.7 PSF ' THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME EPTH IS 2j3/8-.THE OPENING REQUIRES A2 DESIGN PRESSURE OF+50.0/-55.0 PSF, j Q r r FOR THE VERTICAL MULLION: ~ ¢ 01 zz 0 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105"AND THE OPENING%NIDTH IS 36"+3B'+1'=73'.REFERENCING SHEET 25, Q Z N � THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL ~ In 9 -00 EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N W+Q o $ (n J MULL WIDTH--(j- FROM TABLE 3A,SHEET 7,THE 1'X 2.7�X.375'MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 15+1-15.1 PSF Y AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V Q gFEWSTRAT FROMTABLE 12A,SHEET 16,THE 2"X 4'X.250"MULLION(LENGTH=IOB',OPENING WIDTH-80')HASA DESIGN PRESSURE OF+1.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS 4 LU , OO -SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 0- mOs.0 DETAILS,32SHEETS y 2 3_ BECAUSE ITIS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENINGIWIDTH IS 36'+36'+2'=74',NOT 73'AS PREVIOUSLY $ QASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING,ALTERNATIVELY,THE NDOWWIDTHS MAYBE REDUCED TO MAINTHE 73'DIMENSION(35-112"+35-112'+2'=73'). 2)USE TABLE 12D TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTIEIN THIS EXAMPLE,ASSUME THE POURED VERTICALCONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE T*EN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION ` USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1!2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTHSEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. DAIS, DETAIL E. OPENING SHEETS 23 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT 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 Z I U MULLION TYPE COULD RE CHOSEN. MOLLPROfIUCI'RBVISBD 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE m!'plyi, wish Ow Floridb B.11 Ing Godo USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X.260-MULLION(®LENGTH=42",OPENING HEIGHT=120')RAS A DESIGN PRESSURE OFI+1-170.0 PSF WHICH EXCEEDS THE A.11 Ing .16.02 f 8.0,3 SEE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. B pimlion I}aie /j02 sHEEETAITS• 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.II THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B' Dy 23 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 Mimn Dade Iroduq (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,A�7D THEREFORE SUITABLE,FOR THE REQUIRED 1 I 1 I I I!! ANCHOR CAPACITY OF 521 LBS. 38'.HORIZ. _- IAULL LENGTH MULL LENGTH 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR \moi,.,.•'V1Cl.(•!Sti �•Q CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANC(10R CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHORTYPE ISA#12 STEELSCREW. I hIII !ia/0.i FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - -- N-64.7 PSF FROM THE VERTICAL MULLION; L +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ��1''. !1 I�-+. ! f! +1.170.0 PSF FROMTHE 38'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS+1-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •(�t�,.•., 1=(:1;c10%`,.•T:''-. N..; VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ����i..l()(•1 PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND T E FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. A.LF1N MILLED,P.E. - I FL P.E.#58705 I I I I EXAMPLES OF RECTANGULAR LOADING• EXAMPLES OF TRAPEZOIDAL/(RIANGULAR LOADING: (� n r SC I on A I PW PW $�� o PW N SHIDH SHIDH- - -SHIDH SHIDHPW PW- -- uj C H � ..) 4 I ! ZN¢ ri) I � W o O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / o o / / '' / m o m ♦- SILL OF WINDOWS NOT ANCHOREDc7 WITH INTERSECTING HORIZONTAL MULLIONS I / / / / t0 (n C� CJ HINGED ~ -+ j DOOR - SGD PW� LOADING OF VERTICAL MULLION .�pW Z) e d _ I LOADING OF HORIZONTAL MULLION J W o +`5 Z I LOADING OF HORIZONTAL MULLION J Q N O I Q Z PW ° O _ _ 1 PW Lu of K Y Y SHIDH SHIDH- - - - 77 - - - r Q fn HIDH % HID i O O Q O O- U) ; I •I - SHIDH- - � m T1711 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I - - PW PW ._ � HR LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL --- I MULLION P HINGED` I DOOR PW PW NOTES:I C-`<(AIUCT REVISED as-1-Plyi"S with Ya:Ftdde 1)DRAWINGS ARE Ruilding Code RERESENTATIONS OF TYPICAL M"F4.1m M,, PW p CONFIGURATIONS. Ee imrf Ogre 223 PW CONFIGURATIONS NOT SHOWN IIYI o O - I __- MAY BE EXTRAPOLATED FROM Mitun c Produce ! THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT ��•�\`r•! LYh!t+ I��ii BE DETERMINED,USE rC" •• -- PW PW PW ; -. RECTANGULAR LOADING. •• •r' 3)SEE PRODUCTS'APPROVAL FOR ``'�� pet,,58%(L; ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ; C� / _ //�• •. fl . PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIO NS I -"(I V`• N 6; f r i s- SGD -t} '• r:'f/\T�_ClF (i/... ; — .,•.::tomo:`...'<.' ,;'. LOADING OF VERTICAL LOADING OF HORIZONTAL t +'it,1 `' AMN AlL Ri O.E• MULLION MULL1fNJ A. FL P.E.#58705 I I I I