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Home My WebLink AboutProduct Approval (3) Florida Building Code Online Page 1 of 2 ' �a �' �� `a•. ��` � �, ,• a. �t 9�` ,u �_�■'i " �i�',�°�..� �`��.4`�• w'�i�a^".�� '.��7re�,,�`k-r s'"c�i.""s `",s�:#:.�� i, s.s �iF.. �t SCIS Home Log In User Registration > Hot Topics Submit Surcharge ` Stats&Facts Publications FBC Staff ? BCIS Site Map Links ) Search $ Ronda RECEIVED Product Approval >� �- USER:Public User •:�^ :r � AUG 3 0 2017 Product Approval Menu>Product or Application Search> lic, of I.st ppliaation D it PERMITTING $i'ma" a-+ 3'z' FL# FL261-R10 St. Lucie County' FL IMEa." 3ra - Application Type Revision Code Version 2014 Application Status Approv "Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries t Address/Phone/Email 1070 Technology Drive North Venice,FL 34275= (941)486-0100 Ext 22318 C PY 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 j rosowski@pgtindustries.com b Quality Assurance Representative" Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By �� Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 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 http://www.floridabuilding.org/pr/pr� app dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 8/29/2017 Florida Building Code Online Page 2 of 2 Summary of Products FL# 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 FL261 R10 C CAC 16-0218.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration ate Impact Resistant:Yes 05/26/2021 Design Pressure:N/A tallatlon Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL2 6-0218.0 product performance information,and mullion clip anchorage details. Verified By:Miami-Dade BCCO-CER 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 mal(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: Credit Cara Safe t' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 8/29/2017 M IAM IW 'MIAMI-DADS COUNTY M. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Strect,Room 208 BOARD AND CODE ADMINISTRrkTION DIVISION T(786)315-2590 F(786)3t5-2599 NOTICE OF ACCEPTANCE (NOA) www.mianridade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentatidir 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 Cauiity)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 maliner, the manufacturer will incur the expense of such testing and the AHJ may, immediately revoke,modify,`or.suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianu--Dade County Product Control Section that this product or material faits ti inven5i:,!requrremc , a ph a buildrn ode. This product is approved as'd ed herein, and has been designed t co with the l+lo kla Building Code, including the Hi a ocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION:Se 'es"P..GT"Clipped Extruded Aluminum ube Mullion—L.M.I. APPROVAL DOC NT: Drawing No. 630031t, titled "Impact Resistant Alu ube Mullions", sheets 1 through 25 o e 8/29111, with revision B dated 10110114, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp witl tfFhe Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Seetlrg. LABELING: Each unit sh ,[%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 NPA will occur after the expiration date or if there has been a revision or change in the materials, use, and/orimanufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The -.NOA number preceded by the words Mia.rni-Dade County, Florida, and r, " followed by the expiration late may be displayed in advertising literature. If any portion of the MOA is displayed,then it shall be '6 4n its entirety. INSPECTION: A copy ef'alis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be avaitalRe for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval documi`lent mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-021 . MIAMI-DARE COUNTYExpiration Date: May 26,2021 x,1/1/]47 Approval Date:April 14 2016 a`x. Pa 4,'t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4 E A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA_No. 10-08.19.OS) 2. Drawing No. ,6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer;signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports air 1)Air Infiltration Test,per FBC,TAS 202-94 =12)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 ` 3) Water Resistance Test, per FBC, TAS 202-94 '=4)Large Missile Impact Test per FBC,TAS 201-94 ' 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1.`thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed.by°Marlin D.Brinson,P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 4" 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FAC'5th Edition (2014), prepared by manufacturer, dated 01129115, sighed 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. -1 r MancD. 6-10218.03-ez,P.E. Product Contcaminer NOA N 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-5" Edition (2014), 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 "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and,expiring on 05/26/16. is Manuel ,P.E. Product Contr I E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 r SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: h NON-IMPACT OR LARGE AND SMALL a ca n u 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE Y MISSILE IMPACT-RESISTANT PRODUCTS 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........................ ..1 ha r`MUST BEANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS...............................1oELEVATIONS......................._.........1FIGURE 1: MGLL7ozxwooD.......................2 0 MULTIPLE Ir^ OPENING WIDTH FOR VERTICAL MULL---yI ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X A MASONRY....._......Z o Y CT MULLIONS { - '� SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 A-D,G,H; ( RECTANGULAR NOT HAVE A GAP OF MORE THAN 114•FROM THE CLIP. MULL TO MASONRY.......................3 SHEETS 2.3 SHAPE MULL TO STEEL STUD...................3 �� _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL....................•..........•3 }— %'tXl'ii J`T DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LI180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 I/J W / IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. AtTERNA7A7E cups....................q ,Z cn / BAY MULL INSTALLATION.............4 9 LLl 1 X 2 X.125 MULL SPECS•.......-.....5 HLU 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND E SCOPE OF HESE 1 X 2 X.376 MULL SPECS.._..........5 _ INSTRUCTIONS. 1 X 2.75 X.3T5 MULL SPECS..........7 SEE DETAILS I/ 71 1 X 2-75 X.65 MULL SPECS...........8 W Z a B O ATHRU G; , 'Y / I I'I \ /11 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS..__.9 In O c h SHE 2-3 I__ --_ i i .1=—_ 1 AETM ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER j X 4 X.376 4 X.126 T1USE MULULL SPECS L SPECS..�11 Q I SHEET52J ONLY,TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN .1%4%.376 T MULL SPECS....._.71 ~ J PESSUREOFMULTIPLE;MULLIDNS ORFENESTRATION PRODUCTS SMALL APPLY,•. .- 1.25 X.368X.266MUSPSPECS...12 a Lu I OPENING - - - J o _ _VERT. HEIGHT - ' ' •'" -1.26 X 3.25 X.700 MULLSPECS.._.13-' Z ll z < •I••=' - `-''MULL' -•-�-= v.- �'-^' FOR 6)WHEN"FINDING:YOUR;SIZE.iNTHE:MULUONTABLES,ALWAYSROUNDU,P..TO;THENEXTSIZESHOWNONTHETABLE(S). .L'_1.25X3.25X:e2gMut18PEC5..,..14 p I? '•Z ,- LENGTH HORIZONTAL 1.26 X 3.94 X.624 MULL SPECS....15 Z i MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 4X.25 MULL SPECS-........_..-16 J Q o Z SEE DETAIL E, 2 X 8 X.25 MULLS PICS._...-_.....,17 BEANCHORED ELOTHE Te- NOED PROPRLY TO TRANSFER ADS TO HSTRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEET 3 1.26 X 2.71 X.125 MULL SPECS....18 0 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED 70 PREVENT F-- REACTIONS. 30'X 3.26 BAY MULL SPECS.........19 Z h Q O 45'X 3.26 SAY MULL SPECS.........20 Q O Z MULLION&CLIP DIMENSIONS...._21.23 h Z .O FENESTRATION 6)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONTAGGRE-GATOR NOAS EXAMPLES 1&2..............................24 o� PRODUCTS MAY LOADING EXAMPLES.............-.......25ILI f,D BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING it Lu S2 MANUFACTURED MUSTBE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z U) LABY POT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U C7 Z.O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. N / _ �'O O HORIZONTAL SEA-D CTH 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING �� MULL — SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL — LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFTP)FOR THE OPENING USING THE ASCE-7 STANDARD. MULL ENING WI T I"—HORIZ.MULL LENGTH----1 2)CHOOSE A MULLION TYPE THAT WILL FITTHE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. .�LENGTH I— 1{ 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANGULAR/TRAPEZOIDAL". PRODUCTRL'VISED 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFPI FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING MIGHT` - Building ingwllh YlC Florida FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT{DEPENDING 1F HE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building Colo OPENING MULL �' �' HORIL y y VERY- MULLION CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM)FOR THE OPENING OBTAINED IN AccgRmm No 1 c&%• HEIGHT LENGTH MULL 7 A STEP 1). pirmi Date 120,4 LENGTH 5)FROM THE SAME TABLE USED IN STEP 4) OVE.FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY QUIRED MBS.THIS VALUE By L = — —� REPRESENTS HE W ND OAD TRANSFERRED T O HE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Mie ni a Pro OPENING WIDTH t O II SINGLE MULLION SI GLE MUL N "FORVERTICAL MULL" 6)FROM THE ANCHOR CAPACITY(LBSI TABLE ON HE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `\\\\oN(LYNN ze ILnwLL CAPACITY IS MET. OPENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY H SELECT AN ANCHOR CLIP PATTERN AND VERIFY AT THE REQUIRED ANCHOR FOR VERT CA `��\,.•'\,\Gt':NS6 -Cp i� SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7 IF HE MULLION CAPACITY(LBS1FP1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FP FOR THE ` •;` 7 FROM FIGURE 1 A80VE. J NO.58%05 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 - STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION � �- 02014 FLORIDA BUILDING CODE(FBC),5TH EDITION O S TE F 141 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFP)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �\ ''•-.FLORTDP;••' ��: •ALUMINUM DESIGN MANUAL,AOM-2010 PRODUCT ASSEMBLY. ��O ......... `aG. •AISI-S100.07152-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LMN� },yFkt1`P\E. FL P, 58705 �h� R fir! DETAILA: DETAIL B: MULLION ° -MULLION TEP.ANCHOR MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BU ` w PER SUBSTRATE, $Y V OR WOOD FRAMING WOOD BUCK AND MASONRY aTTAG1hENr SEE SEE TABLES 1B-16B d (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BE OTHEas, SEE NOTE 1, (V I I MULLION SHEET I. R's km 6 I I Z NCV SEE SHEETS ° b l MIN 2.7 KSI •'.�•• ° EDGE Eu CONCRETE OR CMU' EITHERTHE I I I 21-27fOR HOLE d t I I t ��SEE SEE TABLES _ STANDARD OR n I LOCATIONS ' OFFSET MULL EDGE c I n —FOREDGEMASONRDISTANY JB 1fiB CLIPMAYBE I DISTANCE a .° LLL Q O$ Q INSTALLED BY \ d II FOR WOOD I I ANCHORS RR I M �. THIS METHOD.I 4� °n SCREWS �5-�FR In°d I I ,. - SIDE VIEW — z �o J \ q ill L MULLIONS J dIL - _ O FNOARD • ° r T/� + ? , s _ a d° CLTM 7P MAYBE EXTERIOR ° ° ° TM9 METHSTALLED Y N mz d EDGE '� �`' Q z T' V n da d DISTANCE 4 Z Q p1 n FOR nd z O MASONRY ° Q 0 L ° THE OFFSET CLIP IS ANCHORS dd RECOMMENDED FOR CC) 9� FW-FRAMED 1n V EXTERIOR nd WINDOWS.BUTMAY W ALSO BE USED FOR OTHER FRAME TYPES. U z Q O O Q 90%0 TYP.ANCHORANCHOR " MtlM;; €,K� TYP.PNCHOR PER SUBSTRATE, PER SUBSTRATE, F d PER SUBSTRATE. SEE TABLES 18.160 SEE TABLES 1B-18B SEE TABLES IB-16B DISTANCE BUCKSTRIP SEE TABLES AND ATTACHMENT EMBEDMENT / BUCKSTRIP 15-IGB Y `• •• BY OTHERS, AND EMBEDME SEE NOTE 1. • ATTACHMENT SHEET I. BY OTHERS, - SEE NOTE 1, SHEET I. • '.7 KSI CONCRETE OR CMU ISED SIDE VIEW asCcomplying UCT with Ilk Flo" FRONT VIEWASI«WmNo c3 8x iralion Date Q,b— INSTALLATION NOTES: BY Mimi de lmdBd 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. vy "t I I I I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ,��,\`��t ....... NIle / ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �� •'��CF--NSF •.,�Q CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. '-N NO.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD, - _ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. .L� " '• IL '� '• S �GOF ;' j� I 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �'•.F�0tL.P'' ELCO ULTRACON OR ELCO IW S.S.AGGREGATOR MASONRY ANCHORS. i�,S sI ... (GC A.C%NIMLLf2fZ,P.E. FL P.E.#58705 DETAIL E: � DETAIL C: —1—.126.MIN. MULLION TO MULLION ® � INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURES' 1)MAYBEINSTALLEDIN'TEE"OR"CROS :� C!( STANDARD CLIP SHOWN) �� INTERSECTIONS. VARIES u 2)MAY BE INSTALLED HORIZONTALLY oZ v (SHOWN)OR VERTICALLY, LID, LL I TYP.ANCHOR C [EITHERTHE 1 —PER SUBSTRATE, ��NDARD OR SEE TABLES 1B43B _ 3)SEE U-CLIP DRAWINGS,SHEETS 21-23FSETMutlTOP VIEW FOR CORRESPONDING MULLION.CLIP Z A LEO SY IIY BEI . EDGE DISTANCE MULLION S METHOD. I I FOR ANCHORS MASONRY VARIES-h------i J W I I 1712 STEEL SCREWS, S SELF-DRILLING OR PRE-DRILL l (n MULLION AND USE SMS 0 u Ln `- MULLION Z ffl zz a _ EXTERIOR a. s EDGEDISTANCE•. YHEOFFSET.CLIP IS m ♦-9 •. �� ., .'FOR MASONRY... ,a.. t RECOMMENDED FOR i:�1 ... ',,> e - Z.,'m �} * �.. FIN FRAMED - "INTERSECTION`. 'o WINDOWS,BUT MAY U•CLIP /•� ALSO BE USED FOR +—` „� ♦-oZ d' < 4 OTHER FRAME TYPES. EXTERIOR Q Z TYP.ANCHORQ m p PERSUBSTRATE, d 4 Z z N SEETABLESIB-13B Q dZ O p TYP.ANCHOR SEE SHEETS CAT FOR � ,au O S� BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS 1n Q 'o ae AND SrE TABLES I&133 FRONT VIEW EDGE W J ATTACHMENT DISTANCE BYOTHERS, — SEETABLES I- EMBEDMENT >' SEE NOTE 7, 10-138 () ? Q O 0 �•, . SHEET I. P EDGE 0_` °. Z DISTANCE s '0 m0 SEETABLES MIN 2.7 KSI CONCRETE OR CMU —CMU SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU 10.138 F o 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. TYP.ANCHOR A / PER SUBSTRATE, ` / SEE TABLESIB-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� SEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR Is complying with the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE B:,liding Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS AM�1m N„1(o-dL1 .b'j MULLION Bptuli Date ?021 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ® B 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ® NL Dade ct 5)FOR MASONRY APPLICATIONS INMIAMI-DADECOUNTY.USE ONLY MIAMI-DADECOUNTY APPROVED EDGEDISTANCE ELCO ULTRACON OR ELCO lW S.S.AGGREGATOR MASONRY ANCHORS. SEETABLEs FOR STEEL STUDS THINNER THAN ` Q '••• C FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING 113438 ��.•'��GENSfi '•,� CODE,A 2X WOOD BACKER MUST USED. ;'.rte;' •,j( ATTACHMENT BY OTHERS. �S•i j NO- EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW ' NOTES: '- 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD = GiOl ,i � ANCHOR VALUES MAY BE USED. T PLCR\OP:•'`(9 2)SEE CORRESPONDING MULLION TABLES, n.j�� SHEETS 5.20,FOR QUANTITY OF SCREWS. A 7LYNNjf/I)I,LEf'�,P.E- FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o SEE DETAILS A-E, SZ O SHEETS 2 AND 3 FOR INSTALLATION 3A M LL BAY MULL TO SPECIFIC SUBSTRATES. N MULLION II o-6 CO {— D 0 h � 0 0 0 0 0 0 ° ° Q w O O TOP VIEW � S SIDE VIEW i i m U o O F- SHOWN WITH VX4'XA2S• TOP VIEW o ] C3 W ^ MULLION I I I I- Z J . 11✓fJ I f 1 �,. I 1 TYPJANCHOR "d /b /-PER SUBSTRATE EXTERIOR -. - - - ,.... .`I I r "i'._ 1 ..I� SEE,TABLES'16B OR 16B Z �2 TYP.ANCHOR ,- I - - STANDARD MULLION CLIP I PER SUBSTRATE, I I ~'EXTERIOR MODIFIED TO FIT FIELO I SEE TABLES IB-1413 �o CONDITIONS. I O I I I Q ? +�- 1 I I 2'XVANGLE CLIP, F Z Q j I 1 1 I 2 PER MULLION END,MUST BE Z O Z N OR I I I I INSTALLED INSIDE OF BAY MULL. Fa.. a c0 p MULLION ' I ' I g 90 ar W Q 2'XWX.125j N I I I I ANGLE CLIP, () Z Q I I I I 2PER MULLION END, Q Q - Z () I I I MUST BE INSTALLED d p fn (n I I I INSIDEOFMULL. m�m� I I �TYR ANCHOR b PER SUBSTRATE, SEE TABLES 1B-149 ./� INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR ^RCA)U(7T REVISED pER F as mmplyiRg With the Florida rY� Building Codc © I ® .118 INTO WOOD,STEEL, AcWplm .No lin-e) ® ® ALUM,CMU OR MASONRY EDGE O "*11,9DISTANCE BPER Mduct ANCHOR EWE STANCE PER(ANCHOR�I - -® G NOTES FOR INSTALLATION OPTION G&H: NOTES FOR INSTALLATION OPTIONS F: - - O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. VN I. '• 'Q �� 1)DETAIL ISNOT APPLICABLE FOR THE BAY OR 1.28'X 211'X.725'MULLION. 2)DETAIL G:SEE TABLES 1B-1413 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ 1.1p 5:1705 LOCATIONS. = 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. tft 3)DETAIL H:SEE TABLES 156 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLELOCATIONS. �� 3)THE 2X5 CLIP ISNOT SUITABLE FOR THIS APPLICATION, %/.` •. F�LOII'. /A�LY FL P�#��P E. 58705 TABLE to ® l1Ae� Mulllon Ca ac Table Ibeet2 e�. Opening Width(for vedicelly-9parylirg mllions)or Opening Height(for horizortaN-Spaming mWions) ��r1�tv 50 in 601n 701n 801n 901 100 k1 1201n 1401 1601n L,T�,d O Reolanylr TropRdarg• Rectangular RapnXang. Rarongular Troprideng, RectergVei ltep7lHeng. Rectengder TrepRrlarg. ReclangWer TropRdarg. Raclan9ular tlerg. Reclenpder TrepfrHang. Ranengular Tepl7dang. 5'p 1 x2x.126' Leadfn9 leading Loading Loading Loading Loafing Loading Loadog Loading loading Loading Laadrg Loading loading Leading Loading Laedng Leading sx U Alum.Tube T . P P .F F _ .& �• i S L• F S & S S S '„ & ' Mullion " a a� L0 o s� s Via" dp � s Pd O 42In 1`11.91 408 129.6 332 91.2 40B 115.5 325 79.9 406 107.8 321 69,9 408 104.4 319 021 408 104.0 319 55.8 408 104.0 319 46.8 40a 104.0 319 39.9 400 101.0 319 35.0 408 104.0 319 J W 481n 74.8 312 83.8 268 62.4 312 73.4 252 53.5 312 67.0 248 46.8. 312 632 246 41.6 312 61.3 244 37.5 312 81.0 244 31.2 312 61.0 244 28.8 312 61,0 244 23.4 312 61.0 244 .W 69.8251n 33.9 281 T0.8 z34 63.2 281 61.6 229 45.6 251 65.7 224 38.8 251 52.1 272 35.6 201 60.1 220 51.9 201 49.3 219 z8.6 28f 193 218 z2.8 28f 48.3 219 ,20.0 261 49.3 218 W O O 64 In 02.8 247 57.5 ,207 43.9. 247 49.8 202 31.6 247 44.0 199 12.9 247 41.5 198 29.2 247 39.4 184 26.3 2 7 39.4 .193 21.9 247 38.1 193 19.0 247 36.1 183 16.4 247 30.1 1133 CD ~ 60 to 36A :200 41.2 170 SZC 200. 344 186 27.4 200 31.5 163 240 200 e9 180 21co .3 200 27.1 159 18.2 2W 219 157 100 200 26.0 158 031o'...-31.1 181. 30d`'156 27.0..,,181 70.3, •152. 217 ?181'; .26.8, .149 20.74 fd1,. 243 '146; 18A_ `191'r 22:8 1M', 16.8 'Igt 217 143.. [ 661: 26.6 '165 306 ;;Uz 240- ;:186 z61� '139; 20.8 165 23.1 fS3 180, ,169' 210 194. 'V 721 71.2 139 23,3 120 19.5 139 18.8 118 16.9 139 17.6 118 .e= 761 18.9' 125 :18.7 109 147 125 16.0 107 J Cn 78 In 17.5 tie 10.2 la y 7 Q in O TABLE 113 ANCHOR CAPACITY ADJUSTMENT FORMULA: )¢.. 2u7 Z m 'p Anchor Capacity Table(lbs) ANCHOR CAP.,,.,,,,,,, 8ubelrale 2.7k Concrete 3.5k Co.. Hallow CMU Feed CMU PT Wood Metol (OP-)X( >=ANCHOR CAP.,,, LU s MULLION CAP.,,,,,,,,• _ 5116'Eko 114"SS Eko 5116' Elco 114'88 Eko Y10 6tee1 N12 Steel1,26tedd W )(Anchor Type' 3118'Eko Ul9awn 114'Eko UlOaean Ulba on Y18'Eko UlOacon 114'Eko UNecon AggreGalor Ullrocun A9greGator Screw GS Screw(055) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorCllp Patteme ( ) > XEdge 0i.lence 0n): r z•1R' r z-t2' atm• r 2-t1r r 2-trr 2• 3-`118• � 7 o.4e• 0.54• CAPACITY REQUIRED"CORRESPONDING TO ANEmbedment 9nk 1.314^ taro" 1.314• 1-314• 7 1-114• 1414' 1-174^ 1.114' 1414' W14' T lays lam• ACTUAL PRESSURE REQUIREMENT FOR THE O2Anctas®4.75•MIn.O.C.1SierMard or O66e1Oq(Fip.1): 3901ee 390W 450lba 890 Ws 1844 Ms 27013 2801bs 3547. 74011. 374 ka 664113 9461bs .341 ins 44211 OPENING,WHEN IT IS LOW ER THAN THE MULLION CLZS�4 Ambona @ IAW MIR O.C.l Standard(a 01f el)Cap(Fig.2k 490bs 700112 WA WA WA WA 3901oa WA WA WA WA WA ee21b3 BB51tss CAPACITY(FROM THE TABLE)OF THE SELECTED m(Y 4Amwe®3'MIn.O.C.1(2)235AngleGllps7(FIp,3I, 7801. 78911)3 680Ibs 1560lbs 18901M Sig M, 5601be WA 7601x3 748113 -BB01b3 1a9elbs 652 bs 885lbse MULLION.IT WILL YIELD A MINIMUM ANCHOR n2 Anchors®0.45•Min O.C.I U42ip,Into.125•Alum.(Fig.41. WA WA WA WA WA WA NIA WA WA WA WA WA WA NIAs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Mdwr r FCBp(Fig.5): 195 ba 1B51bs 225113 4459ra 822 As 135 Ms 1a04W UlfM 37019 187lbs 332lbs 413 W. 1701. 22I bs . ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchm A 1.W Mn.O.CJ F-a (Fig,6. 240 Ms 350M WA WA WA WA 190 lbs WA WA WA WA WA all to. 4421D9 500 ba ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ' FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCE•RCVISBD 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with fiat Florid SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -� 1.000' r-- Building Code Aceeplmioe No 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Bx imii Date. FIGURE 3: By 13 MULLION AND MULLION SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' Miami c Product Fe • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ANGLE CLIP MUST BE USED IN PAIRS. L .125' �\\a(1.YyN hll(�� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF,125' '�'• 'r�% • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X T X.125^MULLION - r 1,1o,.5CTU5 THE MATERIAL.#1AND 0&#12 36.ALLANCHORS INTO ANCHORS INTO WOOD MAYAL SHALL EXTEND AT LEAST 3BE STEEL,18-6 S S.OR 410 S.S CREW THREADS BEYOND - 1(,1,Ov LLI A.L`YNI�TyI`I�ER;A.E. FL P.E.#58705 TABLE 2A Mullion Capachy Table IbltW Opening Wldth(for velBcallpepenningmWlone)orOpeningKetght(brhorizonlaRyspeMi7gmullions) 501. 60 in 701n I win 90 In 100 in 120 in 149 In IBD In O Rectent lx TleprTderg. R4olmpuler I TmprrOng. Rodarpolar hapTnaip. ReolanguWr Traprtdarg. ReclangNer TfapRM1aig. Rebtargulaf Tnp7dary. Rectmguler Trep/TOafg ReolalgNar TapRderg. Recla4gulaf TreplT9erg. W 1X2%.376 Loading Lmdlm Loafing Loadlog Loading Loading Loading LDadlg I-wag LDadirp Loedim Loading; Loadirg LAemrg L-fing Loa_11.2 InadW Loading oYn w Alum.Tube Mullion fig. q. x �� a• $, �• r< �• F g•� 29 iS 0^ g U) m 1211 . 1. - 1.1 o � 421- 170.0 620 170.0 435 151.3 8812 170.0 478 129.7 662 170.0 We 113.5 6022 169.500. 618 19 662 16RO 617 WS 662 160.8 62 Me 75.7 6e 517 649 062 16$9 517 68.7 662 168.9 617 w 40 In 121,6 601 136.0 419 401.4 507 119.2 410 80.9 507 106.7 403 16.0 507 1028 398 67.6 507 98.8 397 60.8 507 09.0 396 50.7 507 99.0 396 43.8. 607 99,0 396 360 1107 08.0 386 Z rA.6251n 103.7 456 1146 378 M4 456 We 371 14.1 456 90.5 354 S46 456 64.6 360 67.6 456 61.3 357 51.8 466 80.0 356 432 458 80.0 358 37.0 456 80.0 356 314 458 80.0 356 O O O 541n B5.4 400 83.3 338 71.2 400 00328.9 81.0 400 72,7 322 53A 400 67,3 310 47.5 400 64.0 315 427 400 62.3 314 W 35.8 400 51.8 313 30.5 400 61.0 313 28.7 400 61.8 313 w r 6061 62.3 321 60.0 2T6 51.9 324 675 270 44S 324 51.2 2744 388 324 48.9 280 348 374 43.9 257 X31.1, 324 420 Z55 LO 324 40.5 253 222 324 40.5 253 19.6 324 40.6 253 co 66 In 48.8 268 496,,272 39.¢�r2gg' 424 225 364 294 43.6 241 336 294;• 398 ..237 20.9 294 37.1 234 2&g 246 3,.2 2U..=224 284 33.5 230 19.2 294 334 230 lall 234.,30.4 .230 J ...� .83N 63.6 284 574 ?752 446 ,294 49.Z �31A `2GB 37.6 721; 29,2 268 341 "'218,;'28.0 268 31.9 '21fi 234 268 2911 ,212.:.-1&5 280'. 2d.D, 270. .10.7 269,: 27.7' 209 116 269 721n 38.0 225=.379` 498,..30.0- `226` 722':"191 26.7 225' 20.4 160''?22.6 '7757'rZ6e-4'485 "20.0 122$ 236 '182 160 225'x.225,,�1U0-;:56.0 ''-225` 20.3' 17T 128 225 59.6 '176• '113,.2Z5:;J79.6_ 576 76N 30.8 201 320 577 25.5 202 27.2 173 21.8 202 23.9 170 19.2 202 21A 167 17.0 202 59.7 185 16.3 202 16.q 183 129 2178. 18.7 180 10.8 202 15.9 158 9.6 202 16.8 158 J N @ iz D 78 in 20.3 191 20.6 168 236 192 25.1 165 20,2 101 220 162 87.7 192 1a7 159 15.7 192 18.1 157 14.2 182 16.6 155 tt.e 192 iS2 152 10.1 501 14.4 150 fl8 I82 14.2 150 ¢ J SO In 18.5 144 19.0828 16.4 144 16.1 126 Z 7 Q N o AB In 162 127 15.6 113 Z 00 O TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: fA c'7 o o� Art hor Capaottv Table ibe ANCHOR CAP.,,„,,,,, N Subatretb: 27K Canmete 3.5k Conc, Holm CMU Filed CMU PTUbe Metal (DP-)X( >=ANCHOR CAP.,,, Cn 5116'EX0 U4•S9 Elco.III Elco 11T SS Elco M10 SIeeel 91281ee1 MULLION CAP,r,c,,,,,.r }= AnchDr Type:K460M% o Ullman 111'Elco UiUecam 3'16'Elw Ullmcon 174•Elco lnbacon U X Q I I AnchorCllp PaKeme Ulhason A119mGelcr Ulm. A99eG%I r Sw-(GG5) Sm*(185) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q � O O Edge Olemrce Gn7. .2-812• r 2-1rz 3-116• r $771• - t• 2-Ir1' r 3.116• 2• 0AW 0.324 CAPACITY REQUIRED"CORRESPONDING TO AN a Z�O rn 'Embedment lMrY. 1.91+• 1-31+• 1314• r 1-tn• Mill' 1.811• 1-174• 1-1r4' IAN' Y lafe' Iedes. ACTUAL PRESSURE REQUIREMENT FOR THE -n €�m� 2 Anchoo 4.75'Min.O.C.f Standard of Offset alp(Fg.1)'. 390U 450 W3 MOM 1664 Its 210105 28015$ 354 The 740111 3M Me Wean 940 the 3411Ps 560111 OPENING,WHEN IT IS LOWER THAN THE MULLION 9 4 Anchors®1.16•Mia.O.C.1 Slendaid Imormet)ap(Fig.2C 7001bs NA NTA NIA WA 300111 wA WA WA WA WA 6621001126811 CAPACITY(FROM THE TABLE)OF THE SELECTED L q AnUwfs®T Min.O.C.!(2)20.5 Angle ap3I(Fig.3r. 700 iba ON lbs 1580the 111MM 540lbs 5601. WA 760111 roe Ibs 800 Ws 1B92Ibs 6B21bss 112010.$ MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amh ®045•Min O.C.f U01p,Int0.125'Alum.(Fig.4): WA WA WA NIA WA NIA WA NIA WA WA WA WA 7 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1AnchoflF42i01Fg.51. 195 W4 225111 44511* 8221b1 135 WS 140111 1T71hs 3TO Ib$ 187111 332111 47310$ 170 tt* s zao 111ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhare 1.15•Mh.O.C.fF M Fg.6 .350 Ws WA WA .NIA WA 1W Ibs NIA WA WA WA WA 1111e 7480111 ANCHOR CAPACITY TABLE. NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: r-RODUCT REVISED _ as complying with lho Floft 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Buildu1g Code "I .000• Aceeplanoer4D 'O2 • 1Gam'` Expiration Dale 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: Mibmi c Product 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1 I I I f 1 • • • • 2.000' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �%1""( LY1. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�` \N0�- •••... I ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -T I'r No.50705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2"X.375"MULLION LEAST.125'THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .0 '• $ b ,(<V THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 13 '• A.LYNN MMEFf,P.E. FL P.E.#58705 TABLE 3A -Mua 9pt IIIonCa ac Table b67tTz �s:d� x Opening (tOfvBftl - Litton)orOpeningHeight(forhollzontalry-spenrigmallons) �^� Sa 601n BOb 701n BO In e01n. t00N 1201n 1401n 160 In o 7 x 2.76% R4ctenguiar TIWTdarg. Rectangular ToprWarg. Reelengular Tmp/Tdang. Rectmgulw Trop�Tdeng. FMdanguer Trep/rdag. Rectangular Ttwmang. Ractmggar Trepfrdeng. Reetmgula ThIprMeng. �W. R Laadng Loadn9 Loafing Loafing Inadrg Loafing Loafing Loafing Laedrg Lowing Loafing Loafing Lowing Laadng Lowing LoaMg Loafing lnadng gY .375 Alum. Tube 7s�il ag§ � _. ,. .S .. & ,. ,. Lg$• $.. fin$. '�.. 147) Mullion 0 � t3� @ ga.� @ g� � g 6� t7� 5 N B 8 8 E dE �m 3E d $ S 15 M h. fii � fi & fi`• B fi to �ns: F-. � �� g N 42h 170.0 620 170.0 435 170.0 714 170.0 478 170.0 668 170.0 508 170,0.- 170.0 619 170.0 tint 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 621 127.6 1301 170.0 621 111.6 1301 170.0 521 0.0 708. 170,0 524 170.0 050 170.0 S8/ 170.0 092 170.0 170.0 A 661 161:8 1139 170.0 077 136.8 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 600 ASA 1139 170,0 660 I w 50.625 In 0.0 747 170.0 663 170.0 098 t70.0 631 167.8 1032 170.0 -140.6 1032 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 766 83.9 1032 170.0 756 73,4 1032 170.0 758 U U.1 O O 54 170.0 787 170.0 612 161.3 907 170,0 691 130.2 807 1847 730 1209 907 152.6 720 107.6 907 US.O 71/ 90.0 907 111.1 710 BOR '907 140.0 709 69,1 807 140,0 709 605 007 110.0 709 / / 4 m CO CO BC is 141.1 735 315 625 1 VA 735 130.3 611 100.8 735 118.0 599 98.2 735 106.2 690 78.4 735 99.5 58� 70.5 735 951 67B 56.8 735 91.11 574 50.1 735 91.0 b11 M 1 735 91.6 614 ,�/[//)Y F � CO 8387 121.9 7.E 130.0'.S* 901.8. BBB 111.5 657. 07.9 _869 .0B.9 547 762. Elie; 90.1 •636 87.7 888. 63.9 63f 80.0 668 798 528;";60.0. ,660 75.8' 521 ISy6 068 '75.0 625 351 868 .76.8,,,521 'U ?_ I, :--.-- _� I:17,:112.4::522,.,X883-..-607. 9B j,.i.b11 75.7 .607. 85.0;.681. 66.2,:•607_,771 .,103.' 50.8 .,007,. 715 '468 53.0'. 001° e78.;�Bts;"442 607;, &1.4..,470 37.0 607 P.2.7 174, 331 607 '927 474, a ' ._. �.1 721n di.G St9' BSA" i43' 'BBA` 518 73.0 431 'SB.3 10 PA.3 '428' '51.0""610''57.0 419 45.4' 510 53.3 413 40:0 510`'50.0. 468- °34.0 510 45.9 402 29.2 510 44.4 399 25.5 510' *44.3 390- Ind- Z) rA �UJI ( 761. 69.4. .158 72.5 400 57.6 458 81.7 3B2 49.6 X458 51,1 383_P21.5 _455 48.6 '378 38.8 450 44.6 373 34.7 456 41.6 368 26.9 458 37.7•'382 24.8 458 36.0 359 21.7 458 35.7 358 Q ? �� 1• 78 in 84.2 135 W:0 3a1 63.5 435 58.8 373 45,9 435 49.8 386 435 M.7 360 35.7 435 40.9 356 J2.1 135 36.1 351 28.5 435 34.4 344 22,9 435 32.8 341 20.1 435 32.2 340 s- Y 901n 41.8 327 43,1 290 34.6 327 38A 285 29.9 327 31.8 .250 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 288 17A 327 21,0 262 14.9 327 1B,3 266 Q Z N O 96 In 34.4 287 35A 257 26.7 287 29.9 262 24.6 267 26.0 246 207 23.1 244 19.1 281 20.9 240 17.2 287 19.7 237 14.4 287 16.9 232ftMe In 24.2 227 21.7 205 20.2 277 20.8 201 11.3 227 18.0 t98 16.0 195 W ��h o 1111n 22.3 219 22.7 194 fe.6 215 19.1 1B1 16.9 215 18.8 1811 0-' ~ N ' 1201n 17.6 184 ITS 167 U X ¢ p O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: IL€r Z 1n 1A Anchor Capacity Table(lbs) ANCHOR CAP.,,,•,,,, �E go m� Substrate: 23k GOmmla 3.5k Cmc. Holow CMU Wed CMU PT Wood Metal (DP)X� )=ANCHOR CAP._ A"6* 114'83Eko5/18'Elcot/a•SSEko81031ee1 a129lael 41291ee1 MULLIONCAP.,e,,,,,r o oma ' Anchor CllpPattem9 McngrType: 3I16'EkoWtracm 1q'EkoUllrecm L18'Ek0Ul9aem 114'EkoUtlreemUltmcon Ulbacon At'SS EIur 11V EIC AggES Elor Oia Steel #12 Stol $12 (GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Ckiance(Inp 1• 2-Ire r I 2-Irr 3418' r 2-1rr 1' 2-1R' r 3416• 2• 6.48' 0.w 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(In' 1-31V 1-311' 1-314' 1-314' r 1-114• 1414' 1-114- 1.1/4' 1.114' 1-1f4- 2- I.&W 140' lade, ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aulkaa 4.76'Min.O.C.I S1anderIl ar 096x1 Cllp(Fig•1: 390 vis 39D lbs 450 vis 890 ba 1644Ibs 27010s 2BO Iba 3541be 740 Iba 3741bs BB41bs 846Iba 3411611 1121M 580IW OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhbm@i.1SMIn.D.C.I St4ndard(of 015111)Clip FW.2): 4600m 7001bs WA WA WA WA 380 The WA WA WA WA WA 6B216s 8851St 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4'.Mclnm 3'Min.O.C.I(2)2x5 Angle Clips/(Fig.3): 780 lbs 780Iba 680 @s Isco Ibs 1896 vis Sao w 5601bs WA 760 Ibs 748 lbe Beg lbs 10921ba 6821ba 8851tb' 1120 Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Mehra;-N Min.O.C.1U1gip,In1o,12S Alum.(Fig.47 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA T151bs CAPACITY WHICH MAY BE USED TO QUALIFY I Anchorl F-0ip(Fig Sk IBS Ibs 195Ib 225 ft 445M 1 822 It. US lbs 14011111 1771bs 370 gra 187 1b. 3321M I ADDITIONAL ANCHOR OPTIONS FROM THE 2AKhm 0 IAV MN.0.01 FQI Flp.6. ?401bs S50Iba WA WA WA I NIA 19011111 WA WA WA WA WA 311165 44211111 560Ibs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, PRODUCT REVISED os complying with do FlorI& Building Code OZ{8 A-pilaw NO 1r0' FIGURE 1: FIGURE 2: TABLE NOTES: Fvrpiration Dal. ZD$1 ^-I 1.000" r-- • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND.SHEET 25 FOR INFORMATION ON LOADING. B �{ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, INC 1i de P o&ct CblfedU 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \711 LY;.yy l/iir FIGURE 3: V \�� O�C(,....,...1�C ��i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" �'��.•'t%CENSE''•�F.Q Fe F --*j HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �'•' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Na.1.6705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED rL FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '3 5" YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" ''0 44 ��rJJJ ID11 I) )) THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' SHA THICKJIBEN GAUGE).STRUCTURAL STEEL TO BEAT 1• .75'MULLION 't� '•. F/1 C p. •' IIIIILlII IIL_ LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '/•r�1LnR��•• RC2�� • THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. r A!4YNA((JI4E<R;P.E. FL #58705 TABLE 4A ® + . Mullion Capacity Table Ibse Opening Width(tor 19rlIca*span n1rg mullions)or Opening Haight(tor horiza"Ifl F-spamirg mullions) 501n 60 In 701n 501n 9010 100 in 1201n 1401n 100 In Rectangular h W ti 1 X 1.76% aP'i++an9. Reclugrder TraplAlarg. RedenWlar Trap7dang. R-18VAar Trapmang. Reclangula TrapJTderp. Raclenguler Trap/Tdang. Rectan9ula7 Trap7Trleng. Reatengufar Trap7dMg. Rectangular TrWTdang. a 01 .650Alum. Loading Loading LoaMg L.".g Loadg Loading Loading Loading Leading Leading LWdng Loading Loa fall Maung Leadng Loaena Loading wading c� u Tube Z P p ? r x r g a a p n a k p ;:• a 2r 1 LL Mullion4'19' B 8 34 8 8 G B a 9 8� u u u u u u u u v u u u uo to �}m F $4210 20 17054$ 135 170.0 744 170.01 478 170.0 BBe 170.0 608 170.0 902 17410 518 170.0 1118 170.0 521 170.0 1210 170.0 521 170.0 1459 170.0 521 158.7 IB40 170.0 521 130.5 4620 170.0 511 J 481n 170.0 705 170.0 524 170.0 850 170.0 564 170.0 992 170.0 ON 170.0 1133 170.0 601 170.0 1275 170.0 077 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 680 100,3 1417 170.0 680 IY? In 60-625 In 170.0 747 170.0 553 170.0 096 170.0 831 170.0 1040 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 1286 170.0 756 121.9 1200 170.0 750 104.5 1288 170.0 750 91.4 1286 170.0 756 111 G o p 641n 17D.0- 707 170.0 012 170.0 058 170.0 691 170.0 1110 170.0 754 1154.7 1130 170.0 803 133.9 1130 170.0 8]7 120.9 1130 170.0 658 100.5 1130 170.0 881 80,1 1130 170.0 881 75.3, 1130 170.0 801 co N 60 in 170.0 685, 170.0_701 148.5 916 1823 701 1256 915 144.5 ;746 109.9 .915•, 1323 735 97.8 915 123.9 728 67.9 P15 •1f8.5 720 73,2 916 114.{ 715 x.11 915 :14.4 .715 .54.9 915 114.4 715 to - d 03 fo 151.6.970 711)0 .710 -026:6 x70: 133.9 6&- :10B.5 630, 123,2 '6"1' 944 3830;. 1122 07a 04,4 ''eW 404.8 602 75.9 i':�604 6500}87 y..-,830- 946. 619 54:2 630 84.1 67,0r3t 630 ,61.1 ;618. t )v Tn BB In- 13211..-757 1400:850. -1f00.a fill•::110,6 '630 B1.3 757 105.9;ieo' }824 5.7577 �b ?614; 77.4` 757 80.1 800 03.0 '7577'812 800---66.0 +.•'75/! .70.0: 693 17,2 757 79.2 69t:-. 757 .7.82 :591 ) 66 L a TIN 101.7 630. 100.e 652 54.6 Bae OLD 510 727 838 80.1 530 816 836 722 521 5115 Bag 60.5 514 50.8 836 623 508 42.4 978 57.2 500 36.3 038 56.3 497 938 55,2 197 _-1 rcZ 7610 65.5 671 90.1 498 .721 571 76.8 468 0. 71 07.4 470 64.1 571 60.6 471 48.0 571 55.5 464 43.2 67t 51.8 459 38.0 571 47.0 151 30.8 571 44.e 447 27.0 571 14.8 MB Q 7810 80.0 642 547.4 474 68.7 542 70.8 465 67.1 512 62.1 456 50.0 542 557 149 ILL 512 51.0 412 4410 5@ 17.5 437 313 $42 11.9 429 28.8 542 40.6 425 25.0 512 40.1 121 Z ¢ N BO to 52.1 407 53.7 391 I],4 407 45.4 355 37.2 407 38.0 x9 31.5 107 35.3 3U 28.0 107 32.1 338 20.0 407 29.0 0x 11.7 407 20.1 727 18.5 107 24,1 371 16.3 407 23.0 310 In Z DB In 426 358 44,1 320 35.8 358 37.2 314 30.7 358 32.1 309 28.8 359 20,6 301 23.5 756 28.1 300 21.5 359 24.0 296 17.9 358 21.0 289 16.3 358 19.2 294 V) X ffi�B tog In 30,1 283 30,8 255 25.1 2113 26.9 251 21.6 263 22.5 247 10.6 283 19.9 244 15.7 183 18.0 240 15.1 283 16.5 277 W 1` Y Y 111 h 27.8 287 2113 242 2J.1 287 23.6 238 le's 267 20.6 235 17,J 287 10.3 231 15.4 287 16.5 228 U X Qfn Cn 120 H 220 229 ?1.] 209 19.3 228 10.9 205 15.7 220 16.2 202 Z r0.sp TABLE 4B ANC O CAPACITY ADJUSTMENT FORMULA: Anchor C act Table Iba ANCHOR CAP.,„,,,,, - ` ��q 9u05tr41e 7Tk Concrele 3.Sk Cono. Hogow CMU Fulled CA4U PT WOW Melel (DP)X( )=ANCHOR CAP.,,, 5116'Eko 111'851 Eko 5118•Eke 1/4'SS Eko 91081.1 912 Slael 812 Steel MULLION CAP.,,",,,,,,, Anchor Clip Petfam0 AncM Type 311G Elco UlBacon 114•Eko UN scan Ul4ecm 1(e'Eko NBxon 114'Elco UUJecon AggreGeto 1111mon AMeGstor Screw(05)8uaw(05) SM (G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dbslame M7 I 2-17r 1' 2.112' 3-118' V 2.112' 1• I 2-Irr 2' 3.118' 2' 0.46' 0,54- 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embed ealMk 1-314• 1.3!41 14114• 1.314' 7 1-114• 1-114' 1-114' 1-11Y 1.114- 1.114• 7 talc tare• +edea ACTUAL PRESSURE REQUIREMENT FORTHE 2 Anotan®4.75•Min.O,C.I Standard a W7Clp(Fig.1): 390&41 3901bs 45010. 690 ms 1644 Fm 270Ibs 280lbs 3541bs 7401041 374 lot 68/1bs 940 fb6 xf Ns 4421bs 560 ft OPENING,WHEN IT IS LOWER THAN THE MULLION 4AnchoiuG1.15•Min.0.C./Standard(or bawl)CUP(Fig.2)' 460W TOO IM. WA WA WA WA 3801bs WA NIA WA WA WA 692 His e851 ++2o uu CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchora 40 V Min.O.C.1(212:5 Angle 0"1(Fig.3)' 780109 780W 580 Its 15601W 1696 U. 640 Ibs 560 IN WA 760 to% 7481bs NO ft 18921ba 662 Ns W DB 1120141. MULLION.IT WILL YIELD A MINIMUM ANCHOR _ 2 Amhm Q 0,45-MN.O.C.I vap,lnto.125'Alum,(Fig.4L WA WA WA WA WA WA NIA WA WA WA MA WA WA 715IM CAPACITY WHICH MAY BE USED TO QUALIFY 1 Matprl FLfp(FI0.51: tes ba 195 gu 225Ibs 145Ibs an 7041 135 roe uatbs to 9m 370Iba 187lbs 3321ba 473lbs t7o ps 2211bs tag tba ADDITIONAL ANCHOR OPT IONS FROM THE 2 AnhM@ 1.15'Min.O.C./F4711Fq.61240 roe iso.a WA WA WA WA 190I1ts wA WA WA WA WA x16,9 4421ba Seo W9 ANCHOR CAPACITY TABLE, PRODUCT REVISED 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. v mn+plyine vvl4h Wo FID" OOildurg FIGURE I: FIGURE2: TABLE NOTES: Code ((pb" �02.1Q3 Acceptance at- ) t • • • -'-I 1.000' r Rzpiralion Dale 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M"'WW 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEN ING WIDTHS IS ALLOWABLE. \O FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750• ,: •'• 1 F •`� '. 10EIJS • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ' Nu.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACt 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED a-7 Q r� :• R;- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED , .1 (/ t 1!.! FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' /U :STATE OF \l THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT - '�� . THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. '/�IQ )IVn\- rfrinll4rl A.LYNN MILLER,P.E. FL P.E.#56705 TABLE 5A An'sn� MUCIA011 Capacity Table IbaNe) Oponlnp4Yldth ta*s mUllons)orOpaSting H6ipht((orhWod Ita"PsmlrgmJGons) soln 601n 701n 50 in 90 In too in 120 in 1401n I601n O RacWx44er TreplMerg. Reclengder Traprtden9. Ralenp.4er TYaplTdxxng. alg,tar mg. Rmf.gWa hepRdeng, Rod4npNeI TmpM g. R%tangtlx Tfapfrdeng. R"Wgjer 7rep7rdwv. Rec18n46er TVwndwg. k 4 1"x3,125"x Loadrg Lcedne Loadna Lw4no Loed'vt0 Loadng Loa Losdno Loedn9 Loadn9 LoadAg Lwlim LoWn0 Loadlg Lwft Loadng L0sdn9 LN*Q oY lY .boaAluni Tube Mull uo u u u u u u s`S` u u u u u u c7 u ua y Y m p �� t t �� b• o� 5 �� i, z: �� i _� 113 s �� i a :� � a `� r 6� d• U) Fo,� w 4201 .0 620 170.0 435 170.0 744 170.0 476 170.0 866 170.0 608 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1241) 170.0 521 170.0 1486 170.0 521 179.0 1735 170.0 521 164.4 1802 170,0 521 W 170. 706 170.0 624 170.0 850 7711.0 584 170.0 882 170.0 630 1 0.0 681 170.0 1275 170.0 BT7 770.0 1477 1711,0 880 157-7 1577 170.0 680 135.1 1577 110.0 880 118.2 1577 170.0 880 n /� N 50.82544 0.0 747 170.0 583 170.0 886 170,0 83I 170.0 1048 170.0 170.0 1105 7.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1486 170.0 768 121,5 1495 170.0 758 708.3 1495 170.0 756 rJ\ 'o 64 In 170.0 707 170,0 812 170.0 858 170.0 Bot 110.0 1118 170.0 7 70.0 603 18&1 1401 170.0 837 140,6 Mot 170.0 658 124.8 1401 1111.0 661 106.8 1401 170.0 681 93.4 1401 170.0 1 M llO� 00 In 170.0 865 ;170.0, 701 170.0 1053 170.0 707 158.5 1156 170.0 076- .178.. 1156 161.0 928 1233 1150 158,5 00 111.0 1166 144,7 BIO 826 1156 144.5 003 70.3 ilea.`144.5 903 69A. 1158 144. 80 "- � J •. J 631n .170.1) 930 t700;?745.;: 458.6 td8 170.0':860 .177.0 1019 15`a,G. 860" 1196 U010,F141.7 e!6 106.5<1048:•532.0 &Ili 85.0,,1W@. 1255';�26 ;7,9.8 1018 119.3 ,020,..0x4.5 1019 118.0�,n18 ,608 `1040,X116 f� jIV t>'"` .{ ._. _ . BB1n0 YBB.6;'.BSS 170.0 89 139.0;;855, 0431,3 601 110.1 055 ,7314,?763: 1012 Y55 1421.4 a7T6r-828 955 112.8'785 034 tit)u!: 1004 _?67p; 696 _855_ ,99A 749 59.6 855 ;BD7. 7�8;�'.S,:.It c935, '•B6I � Ogy �.,y Z yLU �7 j 72 In 426,6 603 134.9 BBl 107.0 803 114.9 662 918 803 101,1 670 60,3 6D3 81.2 859 71.4 003 53.0 619 64.2 803 76.6 642 53.5 603 722 832 45.6 1103 09.8 626 40.1 60.7 697 ,827 ' .✓'•• :� 78 In 100.2 721 114.1 620 01.0 721 87.0 610 76.0 721 05.1 805 66.3 721 711,5 SBS 697 721 70.1 588 64.6 721 65.4 678 45.6 721 59.4 589 39.0 721 58.8 584 34.1 721 60.1 663 Q ? �. 7844 107.0 684 105.4 $09 04.2 661 68,4 551 722 684 76.4 576 611 681 70.4 $67 561 684 64.4 5% 50.5 664 68.9 551 421 884 54.1 611 30.1 684 51.3 538 31.6 664 50.6 534 Q 41 O Z 901n 85.8 514 67.0 458 546 514 67.3 448 47.0 514 .50.9 NO 41,1 514 44.8 433 38.6 514 40.5 427 329 614 37.3 421 27.4 614 33.0 412 235 514 30,4 108 20.8 6f4 28.0 103 h¢" to Z .- 081n 54,2 452 55.7 4W 45.2 452 47,0 306 38.1 452 40.8 390 33.0 452 30.4 3" 301 452 32.8 318 27.1 452 30.3 373 71.6 452 20.6 365 IDA 452 24.2. 350 10.9 452 226 355 � �0 g��O 1015 h 38.1 157 38.9 322 31.7 357 327 317 27.2 357 20.4 312 23.6 SST 252 308 21.1 357 22.7 303 10.0 357 20.8 2BB 15.9 357 16.0 203 13.6 357 10.2 2157 11.9 3S7 15.0 253 //� W III In 35.1 378 35.8 308 28.2 338 30.1 301 25,0 338 28.1 298 21.8 739 25.{ 202 19.5 338 20.8 286 17,5 338 18.0 284 14.0 338 10.5 278 12,5 330 14.8 273 11,0 338 13.6 260 fvi (p 12044 27.7 269 28.2 283 73.1 288 23.7 258 18.8 288 20.5 258 77.3 289 18.1 252 15.4 268 18.1 249 13.8 269 14.8 246 11.8 289 128 240 0.8 269 11.4 236 6.7 289 10.4 232 Q X Q O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCa au Table IW ANCHORCAP. g � IY SUMV91e 27R0311C1Fle 35tCdle. H awQAU FWwCMU PTWUoa Metal (DP„p)X( )=ANCHORCAP.,", 510'Etco ' tf4\BBElco 5rle Ek0 Ira SS FJc. 010 Sled 012SW W12 SIM1 MULLION AnehotCllp Pella me Anctalft 516'Etco U6racxn tl4•EkoUBracon unman 5t6•Elc0 u6rocxn va•EkoUSmcw AgQeGaor Utscm AgolaGator Screw(G5)StfeW(GS) Dow(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR aslame6 1• 2.117 1• 2\117 3•va I. 2-v7 I. 2-117 z N3407 0.48• 0541 0874• CAPACITY REQUIRED•CORRESPONDING TO AN EmbeOnerd n, 1 talo• 7344• t 1-114• 1.44- 1-114• 1.11, M.. 7 1.3w ta'6• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchon®4.76•Mtn O.C.f Standar0 ar ors. 103 391)1M 4m �o Rai 052/01M 200 ma am 05 T401M 37410S s 11M 042as n3 OPENING,WHEN IT IS LOWER THAN THE MULLION R O(araWCDP(no.4 49003 7001M NIA NIA NIA 38005 NIA WA WA WA 68203 assts 112003 CAPACITY(FROMTHETABLE)OFTHESELECTED 4A W34503•MM.O.C./M V5 AngleCtIps 10143X 7600s 78095 6m IM 15®09 teas is 540M 660 is NIA 76010. 740105 IB921M 65203 Bas lM 1123 its MULLION.IT WILL YIELD A MINIMUM ANCHOR 9AlxrX go.a5IMin O.C./WMA.(M0.120'Alum, NfA WA NIA WA IIIA NTA WA NIA WA WA NIA NIA IOA 1073 CAPACITY WHICH MAYBE USED TO QUALIFY IAfzIw1FCllp(RQ9 195M 1961M 2251bs 44sIM ea ns 135Ms 140 to 177 is 3701155 107 Ins 47315x' 17005 22110.1 2wibs ADDITIONAL ANCHOR OPTIONS FROM THE 2MKh5rsN1.15•MIAO.CJF-0 0346T 2401bs Sm IM NIA WA NIA NIA 1901M NIA WA NIA WA 347®5 4421Ua I 560IM I ANCHOR IYJABLE NOT THE-OFFSET C E ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FROD1.10'REVISED os wmplying with Yro Fibril H 5.000'-I Building Cod Acceptance NO«$Z)S•O� FIGURE 1: GURE 2: SABLE.1T11-.?q D S S e ;rauonnam �D21 5)SEE SHEET i FOR INSTRUC ONS ON USING HE TABLES AND SHEET 25 FOR INFORMATION ON LO INE. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- ("1iP� L7LlnilrlX/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3 525" \•Ctay 141 -1 F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHE TS 21-23. .t tr�i • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHE S 21-23. ` ,• 1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT- ILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREA D lTf FIGURE 4: FIGURE 5: FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0003-T5 AND BE A MINIMUM OF.25" 1-X3.125•X.6•MULLION THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL T EAT ^ •,rL 0((10;``••- 9 ` (1"VF MULLION) C` •....... \CJS. LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT(FAST 3 SCREW THREADS BE ND '�\sc, \'•�• THE MATERIAL.410&#12 ANCHORS INTO WOOD MAYBE STEEL,18.0 S.S.OR 410 S.S. A.LYNNIMILLER,P.E. FL P.E.#58705 TABLE 6A fe Mullion Capacity Table Ib6I1t2 ® �p a Opening1Md61(forueNrsllysp9rWngmullions)orOpeningHeight(forrodzontely-spanningmulions) 50 in 601. 701. 60 in 801. 1001. 120 In 1101. 180 M 62 ffi O Reclangular Tr*Tdarg. Redengd.r TraplTd..9• Reclan0ular ha Mang. Reclengder Trepflrleng. ReatengAw TraWfTdang. ReclengJar Trap/Ilona. Rectenguler `71111dmg. RadanpJet TmDRdano. Reclangular Trapfl11am. 4 1 N4%.126 LOadng Luad"' Lowing Loadng Loading Loadlg L.00dinp Laadrg Loadkg Wiling Loading Loading Load'mg Loading Loading Loading Laadn9 L4adrg Mullion 25 91 a �_ a . as - a' a as a as a 11 It 1 gg � zQ � 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 SW 170.0 608 170.0 egg 170.0 010 170.0 1118 170.0 621 170.0 12A0 170.0 521 170.0 1460 1700 621 145.6 1489 170.0 521 127.6 1469 170.0 521 O W 481n 170.0 708 170.0 6Z4 170.0 850 170.0 681 170.0 992 170.0 630 170,0 1133 170.0 661 170,0 1276 170.0 817 150.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 600 97.7 1303 170.0 680 W _d 50,625 In 170.0 747 110.0 563 170.0 896 170.0 031 170.0 1046 170.0 e84 170.0 1195 170.0 723 158.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1236 170.0 766 100.4 1233 170.0 750 87.8 1235 170.0 750 W C g 0 641n 170.0 791 170.0 612 170.0 958 170.0 591 170.0 1118 1760 764 154.4 1168 110.0 80.1 137.2 1158 170.0 831 123.6 1159 170.0 836 102.8 1166 170,0 861 682 1166 770.0 881 17.2 1166 110.0 851 m O F C3 ea In 170.0 88,8 170.0 701 168.7 1042 170,0 797 1129 1042 161.1 .032 125.1 1012 148.7 815 111.2 1042 138.8 W4 100.0 1042 130.2 791 83.4 1042 125,1 782 71,6 1042 125,1 702 62.6 1042 129.1 782 _ F'- ,, 631n -170.0 ,930 1700'374,5. 161.2 992, 163,8 818 120,8 992 1444 769-X134 0921 131.0 782 100.0 992_ 121.4 7eB 907 9871X1116. 769,. 75.6 992 108.4 745 64.8 992 1080 734 148'7 987 ,}OD.D 711 .: 10 185.4 '947 170.0.::.789;. 137.8 .917'-146.0 766' 118,1 947.-, 1+0.3;788; 10.14 .9/Ti'117.7 752 .8I:6 ,947 tOB.7 736 627 .DjT 1D22 727, Bb.9 847 _95.1' 713 "59:1 917 ,:04C 711. 577 Y17 b 711 - - Z U m - .. .. f r. .4 76121n� 135.9 "049 '1427 '737' 113.2 649 121.6 722 97.0 84£ 108.9 700` 54:6''840 99C''696 76.5 849 68.7 '888 97.9 �'T.19 -82Y--875 68.8 '•649 75.3 659 48:6 619 726-x'652'V26 ��64P'-72.Y '831 -••s•-` '?.,10_�N-� p 70 In 115.6 782 120.7 665 98.3 782 IVA 652 026 762 90.0 640 72.2 702 80.9 629 84.2 162 74.2 620 57.8 762 69.2 613 40.1 762 62.8 602 41.3 162 59.9 697 36.1 762 69.4 595 J rn o O Z Q J f 78 h 106.8 724 IIIA 63/ 89.0 724 84.0 621 76.3 714 e2.0 809 86.6 724 74.{ 699 59.4 M4 60.1 691 63.4 724 83.4 583 44.5 724 57.3 673 38.2 721 51.3 687 33A 724 03.6 565 00 h 69.6 543 71.8 453 60.0 513 60.7 474 49.7 613 629 466 43.5 613 47.1 455 35.8 513 42.8 452 KS 543 39.5 '446 290 B4J 34.9 438 24.6 513 32.1 430 21.7 fi47 30.7 428 - Q � z N � 961n 57.3 476 58.9 427 47.6 478 49.7 419 40.9 478' 43.2 412 35.6 478 36,6 406 31.0 478 34,8 400 28.7 478 320 385 23.9 476 28.1 588 20.6 475 25.6 380 17.9 476 24.2 3'18 f" U)�q C O 108In !6a 377 41.7 M1 53.0 377 34.8 535 Ze.e 777 30.0 330 23.2 377 26.8 325 22.4 377 24.0 321 28.1 377 22,0 317 18.6 377 18.0 310 14A 371 17.1 304 N •';'T' 111 In 37.1 357 37,6 323 30,9 757 31.6 518 28.5 337 27.6 313 232 767' 24.4 309 20.6 337 21.0 305 16.6 367 20.1 301 15.1 557 17A 291 X Y Y 1201n 29.3 308 29.8 270 24.5 308 25.1 274 21.0 306 21.7 270 18.3 Sag 19.2 267 18.3 308 17.3 263 U X ¢ 1441. 17,0 212 17.2 186 ¢ OW 1, IL TABLE 6B IL z�� ANCHOR CAPACITY ADJUSTMENT FORMULA: m 0 m� AnehorC act Table b• ANCHORCAP.,,a,, , b g a -7 rcy substrate: 2.7k 0-1.1. 3.5k Cone. H400w CMu FAW CMU PT W000 Mete) (DP,)X( >=ANCHOR CAP.y, 5116'Eta 114°6S Eko 5116-Elco U4•SS Eko 0106tsel N12 Steel 012 Steel MULLION AP.,,.,'-) U, Patlem6 Aneber Type: 31WEI, Ullrocon 114•Eko UL..n UIt-on 3r18'Elea lhba0on 114'Elea Uhraean AN.Getat Ultr c Agg eGator 6arew(05)Bomw(05) screw(G07 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge W.V.0n3 Ir 17001b, Ift 2-l/r 3.118' 1• 24fa• 1• 2-1/r r 3-11/6' 2' 0.48• 0.54- 0324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(ksk 1.314' 1311' r 1.114' 1.114- 1414• 1-114 1-1M• 1.114' r tsl6' tye- lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMra®4.76'Min.O.C.1 Ste d or 01ftet CUP(FIg.1a2y. 390106' 80 rebs 1644 ma 270160 2501ba 354 Ib 7401W 37410e 6641bs 94619 3411. 442ibs 5601Ds OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchora 0 2.25'Min.0.41 SWMwd(or Often Clip(Fig.3): 700 lbs 101be 952 roe WA 56016. WA e3o Lbs WA 880lbe WA 68213 8115lbs1120 Lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8AMtwm4 LAYMin.O.C.1 Slendard(WOMet)Oip(Fig.42 960In . WA WA WA 7601. WA WA WA WA WA 1363 ha 17701Ds 22401ba MULLION.LT WILL YIELD A MINIMUM ANCHOR 4A.h.(s®34 M a.O.C./(2)2x5 Angle CIO I(Fg.5k 78DPm 6016, 1696963 6101, 560lbs WA 1601. 7401ts '980Ibs 1892165 6821bs Baslb. 11201. CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchors r Min.O.C.1 2'S Anpb Clips/(Fre.6k 11701, s 34010. 28/4100 810100 U0 Ds WA 114016, 1122lbs 132016. 2B301bs 10221. 1327 lbs 1600 10, ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ammons 0 0.15'Mo.O.C.I UCep,hilo.125•ANm.(Fre.T7 WAWA WA A WAWA WA NIA WA WAWA NfA. 14301bs ANCHOR CAPACITY TABLE PRODUCTREVISED 2 AnoW.®2 25'Min.O.C!FC11D(F19 et 3501, 051bs 478163 WA 2801be WA 315 M WA 440lb. WA 341103 4421M 56011,3 as camplyin6 with the Florid•4 Anchora®1.15'Mln O.CJ F•Lllp(Fre.9) 480163sWA WA WA 380 lbs WA WA WA NIA WA 602 Ws 8e51bs 1120 r. Building Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' Aoaprenm N.11C bbl$•O Bkpirelim Dale TABLE NOTES: By FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURE 8: FIGURE 9: bar"i did►rv511gop�[pl • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE X111 • • .70 SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��',x 1 tJ. .........'ACF 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `�.•'V1OEI4SE 'P • • • • • • • • • • Q'• '•it' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000° Ira 50705 _ TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,i) �•��) {6 .L _ e J • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 11 r <U • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW - -.125' I:(^�,, /'LOR10I'.•'�C9\. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF,126'THICK STEEL `SSJ, t�•-� STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1•X 4'X.125' i (�11 #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A,LFL P.E.#LYNN 8 0 P.E. 5 58705 TABLE 7A Mullion Capacity Table IbsWI a Opening Width(for vertically-spanning mullions)or Oponling Holl]ht(for hoilzontaliIi-spararing mullons) yeytt� - Go in 60 In 70 In 80 N go 1n 1001. 120 In 1401, 160 in tt 9.' p Reclanpder Truaarg, Rectangular Tmyrrdarlp. Rectangular Trap7Tdang. Recta,=. TIep -no. Rectangular Trap/TdanO• Rectangular Trepfrdang, Rectangular 7rep/TO,.g• Rectanguar hapRrtanp. Recangulsr TreprTdeng. q NUM. uba Laa&g loading Loading Loaft Lmdlrg Lowing Loading Load19 Loading Lc6dhg •Loadin9 Lancing Loading Loadn9 Loedhg Loading Looding Loadng SLt Alum.Tube � g Ta r 'a r _ r r _ r F p r p r r r r r F r r r _ r LL 'ag a a o.. 3., o.- a a a-. 'a,. $ LO Mullion All 8 �• fs a$ s gf $E s B 6a I s1s g � I � a s o � 421n 170.0 628 INA 435 170.0 714 170.0 478 170.0 868 170.0 606 170.0 992 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1498 170.0 621 170.0 1735 170.0 521 170.0 1905 170.0 621 _1 LU W 481n 170.0 708 1 170.0 524 170.0 650 170.0 6114 170.0 092 170.0 SM 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 SBO 170.0 1700 170.0 860 170.0 1983 170.0 SW 151.8 2024 170.0 660 Soo In 170.01 747 1 170.0 663 170.0 896 170.0 631 170.0 1048 1 170.0 ON 170.0 1195 1 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 1 750 150.0 1919 1 170.0 758 136.5 1819 170.0 766 o N o 541n 170,0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 aO3 170.0 1434 170.0 837 170.0 1594 170.0 056 159.9 1709 170.0 861 137.1 1799 t70.O 661 120,0 1799 170.0 Sol m M � 60 In 170:0 885 170.0 701 170.0 1083 170.0 797. 170.0 1 t240 170.0 870 170.0 1417 170.0 944 1700 1694 170,0 996 155.5 1819 170.0 1033 129.6 1819 170,0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 to J - OS:n' L93g5.1700,,.746 170,0 1116 170.0 1'650 170.0 13M ,iJ.O,•880 .170.0;,1458' 170.0 1015 168.7, 1512 170.0 1076 4,.0.5512 170.0,1122 117.5 1542 165.6 1156 100.7 1342 1670 1,167 BBl 4642 187.9 1167 _F• r �; 0 681. 170:0:'W4; 170'0;-789'41700,1109'�17C,0`901 170.01 156x. 170,0:11002 160,6-,1372` S 00'1'.OW "142,6 1472-168.81 1148 120.6 9h72 160,0 (1130 107.11 147: •1%7.8 1108 .At.E 1 1472• 143.0"1_104 803 1477; 1480 1t04 �' Z' f 7M ' .720'.063`'170.0 878 170.0 1273 170,0 1009 150.8 1320''46C:Z:110, •132.0'1320'•1499 1082 117.3 1320 137,8 1066 Aftll •i=Y'1766 1049 bSti'1320 117.0 1024 75.4 1$20 M 1013 66,0 `-1320 112.c'4012 c3 161n 170.0 1172 170.0 937 149.6 1184 159.4 1013 128.2 1184 139,9 994 112.2 1164 125.7 978 99,7 1184 115.3 964 69.8 1184 107.5 952 7{.8 1181 97,6 935 64.1 1184 93.1 927 58.1 1184 92.3 823 N Z f 78 in 188.1 11124 170.0 987 136.4 4124 147.0 983 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.6 816 03.0 1124 99.6 908 89.2 1124 89.0 890 59.3 1124 84.3 881 51.9 1124 83.2 878 J r J r 90 In 108.1 644 111.5 750 90.1 844 94.3 730 77.2 LvA 82.1 724 67.6 844 73.3 712 60.1 044 66.6 702 54.0 BU 61.4 693 45.0 844 542 678 38.6 044 50.0 680 33.6 044 47.7 662 7 ¢ = O Q Z al In 09.1 742 91.5 463 74.2 742 77.2 852 63.8 742 67.2 641 55.7 742 59.8 611 40.6 742 54.4 622 44.5 742 49.8 et4 37.1 742 43.5 600 31.8 742 39.8 500 27.8 712 57.8 SB4 LO sp dr,� 1081. 82.8 588 63.8 530 62.1 586 55.6 321 14.7 500 46.8 313 39.1 56fi 41.4 585 51.0 666 37.5 {98 31.3 586 54.2 192 20.1 566 280 461 22.3 588 28.6 472 18. 1111. 67.8 555 58.8 W7 48.0 855 {8.5 496 41.2 655 42.9 467 38.0 655 58.0 180 32.0 655 512 475 28.8 655 35.5 467 2{.D 653 27.1 457 20.8 555 24.5 448 1 224 442 x52 S2 1201n 45.8 475 46.4 433 30.0 475 39.0. 428 32.8 175 35.7 420 26.6 '475 29.8 414 25.3 476 268 409 228 477 24.5 404 19.0 476 21.1 395 16.1 476 167 107 14!.3t476 17.2 SBI 0~.7 x Q 3 1441. 26.4 330 26.7 305 22.0 330 221 Sgt "1 330 19.1 1 207 16.5 330 17.0 263 D.e' Z to TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: 4 m� An hor Cavacltv Table(lbs) ANCHOR CAP.,„,,,,,, MEdQeDistence 2.7h Corcreta 3.5k Cent Halon CMU Fined CMU PT Wood Mela1 (D_)X( )=ANCHOR CAP.,,, 5116•Fire 1/4•SS Me.5118'Pan 114•SS Ela. 010 Steel 012 Steel 812 Steel MULLION CAP.,,,•,.,, Anchor Clip Patterns 7II8•EkoUlhacon i/d•EI4oUnaeon lriuxon 7118'E¢oUllrocon 1!4'EkoUWecon AppreCtaim Ullmcan ApgraGoror Senw(G5)Screw CGS) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR 1' 2-14r 1• 2-1n• 3-11v r 2-1& r 2-1rr 2• 3.116• T 0.46• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN 1.314' 1314' 1-774' 1-314' Y 1.4P 1-114' 1-111• 1.174' 1.114' 1.1fd• 2' tare' Pale• varle6 ACTUALPRESSUREREQUIREMENTFORTHE 2Anchas Q 4.7.."Min.O.C.I Standard mOlrael Cgp(Fig.1&2k 390 lbs 3BO9s 450 Ws BOO IN 1644 IN 270 Ns 2801bs 3541s 740 IN 3741oc 644105 94686 311165 4421N 500106 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancaom®2.25•Min.O.C./Standard(orOaseO Clip(Fig.3} 7001 x5 70D lbs 580105 1410lbs 952 IN WA 50016. WA 63o lbs WA BBO lbs WA 682105 6651bs 1120 IN CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Amhara 01.15•Min.O.C.I Standard W01he0 CUP(Flom4y 969 rob 1400 IN WA WA WA WA 760 IN WA WA WA WA WA 1363 roar 177013. 224016 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AncWs Q3'Mia D.C./R)2=5Ange Clips I(Fh.S): 78016 780 IN 6801bs 15Mlb6 1898 Cs - 540 lbs 560 lbs WA 76013 748 IN 88015 1B92Ibs 68216. W5 Its Ngo16 CAPACITY WHICH MAY BE USED TO QUALIFY BArctnrs Q r No.O.C./(2)255 Ardle Ceps l(Fig 6); 1170lba 1170 as 1020 IN 2340 IN 2M4 Itis 810 to$ 840 IN WA N401bs t1221s 1320me 2BSe IN 1022 ins 132715 16so the ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ana=F 0.45'MN.O.C.I U Cup,Into,.125'Alem.(Fq it WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 be ANCHOR CAPACITY TABLE 2 Arc0crsQ225•Mh,O.Cl FL/ID IFq.ey 3501s 350169 260166 05 IN 478165 WA 7Bo lbs WA 31516 WA 4401ba WA 341 Rs 4421Ds 56011 PRODUCT RGVISC•p 4 Anchms Q 1.15•Min.O.C.7 F42Ip(Fig.9C 4801W 700 Qts WA WA WA WA 380 IN WA NIA WA WA WA 68215 88516s 1120105 ,s complying with llto Florida Building Cade NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062- 1.000' r Acccpten0c No I(O'a WS.103 Epixel 1pn Pale IZO21 TABLE NOTES: By FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mian' do Product • • • • • • • • • • • • ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t t l I I I l I p� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE � 0�� ••""'-•LYNN 41,11 � • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4.000" 4.000• E75 •• r SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ND.567 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. s FIGURE 5: FIGURE6: FIGURE7: 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '•,(it' �( I I.LI_- • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE '-. (•)j-pti •',:7u� • • • • PRESSURE-TREATED3-75ANDBMIYELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE ';!.�'•.• (..•'r;: 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 375"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS 'i .,/C1j.`r,\,. `t,ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X4'X.375' 1 A.LS' NrMILCa P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T--MULLION MULLION FL P.E.#58705 TABLE 8A Mullion Capacity Table Ibsife Opening Width(for vertically-spaming mldiorls)or Opening Height(for hod mrdally-spannir)g Mulkons) 50 in 80 N 701n so In 901, 1001, 1201n 140 In 160 in Rectangular 1vowilmg. ReetangMar TroplTdwng• Rectangular TrapMan9. RmtwngLdu TrepRdang.' Rectangular TispMang. Reetaniplu TrWTdarg. Re bniluler Traprrdwn0. ft ctmgda Treplydm9. Reat puler TraprTrlm9. o q Laadng Loafing Lawdna Loadng Loafing Loading Loading L-Ang Lowing Loadng Lowing Loading Loading ..0 Loednp Loading Loading Laadng s't 3.188"x .266"Alum F P P .S P .' .. P '.. P & P P L F 4D Tube Mull a s ILS 8 � li a g B a 8 s a b. � a spm ti 421, 170.0 620 170.0 435 170,0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1466 170.0 521 170.0 1715 170.0 521 161.8 1768 170.0 621 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 671 170.0 1417 170.0 680 154.6 1548 1760 660 1327 1516 170.0 680 116.1 1545 170.0 660 50.625 In 170.0 747 170.0 683 170.0 898 170.0 631 170.0 1de 170.0 884 170.0 1195 170.0 723 170.0 1315 170.0 747 187.0 1466 170.0 158 139.2 1488 170.0 756 119.3 1468 170.0 756 104A 1486 170.0 756 w �8 0 641n 170.0 797 170.0 612 110.0 958 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 603 163.1 1378 170.0 637 118.8 1376 170.0 656 122.3 1376 170.0 681 104.0 1376 170.0 861 91.7 1778 170.0 001 m N o O 00In 170.0 865 170.0 701 170.0 1083 .170.0 781 1549 1158 170,0 878 139.0 1158 167,4 930 123.0 1168 156.8 rB19 111.2 1168 150.0 812 92.7 1158 144.0 005 799. 1158 144.8 705 69.6 1158 144.8 005 Fes-, w j 63 in 170.0{7830 170,0 ,715. 160.1 1051 170.0, 850 137.2 1051 85.,.9 418 120,1.11051 11., 81e 106.7 1051 132.3 877 945 ,tD5Y 1257 1830 80.1 1051, 518.5 822 60.0 1051 1191 625-� 600 1051 510.1 821 N .o, _ fS 1n IBY t'1857 170.0:76_3 179.1 ;057 '151.0 ,005 418.4 ,957 134,11:790 1041 -;057 1216 ]77, '92.8 957 412.6 '787•. BJ 8, ;DST: 108 6 769.1 69.8 077., 100.0 760. 53:7 951 9 9 718; 62 2 857F;:96 B 749 - _1 ... 0 721,. 428:7 0043'115,2'•698.'167.'1'801 115.2 S84 91.0 -604-'101.1 s'071 �6OX 604 '91:4 660 71.5 804 e4.1 "850' 64:4 Sao; ftll '643• •53:6 '-804 72.3 633 46.0 -604 119:8•-.629 40:2• -•e06- 69;9't'028 - .r• - ::'�'.`7'g: ' W 761n 109.4 722 1149. 830 91.2 722 97.2 618 76.2- 722 65.3 806 BOA 722 76.7 696 60.8 722 70.3 568 54.7 722 65.5 560 45.6 722 59.5 570 39.1 722 56.7 665 34.2 722 65.2 561 Q f 78 In 101.2 685 105.6 600 64A 685 80.6 586 72.3 685 78.5 577 63.3 865 70.5 Sell 56.2 685 64.5 660 60,6 885 60.1 653 422 685 54.3 543 38.2 685 51.4 537 31.6 665 50.7 638 F,- N z'• r 901n 85.8 515 65.0 457 54,8 616 57.5 449 47.1 516 50.1 441 41.2 515 44.7 434 36.6 515 40.5 428 310 515 37.4 422 27.5 51S 33.1 117 23.5 515 30.5 407 20.6 516 29.1 404 •7d- �( Z N O 9B.!n 64.3 153 65,6 104 46,7 463 41.1 397 38.0 4:53 41.0 391 33.0 453 36.4 3115 30.2 45S 33,0 J7B, 27.2 463 30.4 774 228 457 19.8 368 19.1 153 24.7 360 17.0 457 229 358 N 41.0 O 6�. 1061, 38.1 350 39.0 323 31.8 356 SZ.B 710 27.2 356 189. 313 27.6 156 162 108 21.2 358 22.7 704 19.7 358 20.0 100 16.9 358 18.0 293 (n { o 0 OM n III In '35.1 •338 35.8 306 29.3 338 30,1 301 25.1 338 26,1 207 22.0 338 23.2 293 19.5 336 20.9 289 17.6 338 10.1 285 w x N N 1201, 27.8 200 2a3 264 27.2 290 23.8 260 199 290 20.0 256 17.4 290 10.2 257 159. 280 18.4 249 U N Q }�. 14144 16.1 201 118.3 186 d t� z y 0 $ mO p 00 TABLE BB ANCHOR CAPACITY ADJUSTMENTFORMULA: ..�' AnchorCe s Ity Table fibslAN CHOR CAP.,,",,,,,,, 60111MIe 27k ODMIde 1511 Cmc. HoIaMCMU FMedCMU FTWOoa Mehl (DP)X( )=ANCHOR CAP.,,, SIt6•Elco V4'SS FYo lY16'Ero Vr 6S Elco 810 bYad g12S1eR1 6f2Sled AnehorCllp Pattem5 N1cra Type. 3116-El Udmcm yr EICOUl9Bcon Uamcon y1C EIc0Ullmcm v1•Exounmcm Agpe'ajr Unracm AgOroUwc S-(05)Screa(GS) Scraw(G5) USE THIS FORMULA TO OBTAIN THE 'ANCHOR Edge Dslame n r 2-Vr 1" 2.117 alar r 2-11Z r 2.1Ir 21 3-vw r 0AW 0.5r 0.024• CAPACITY REQUIRED"CORRESPONDING TO AN EmbeOnml n 1374• 1-wr 1-14• 13rr r 1.1R• 1-Vr 14/41 14Ir 1x14• 141r 2 1-316• 1-16• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2A«rors®a7r Mlrt O.C.l samad a06selC qt 3m ros 3m lm 450 los 1190 Me 1644IDS 90 IM 28009 354 Ibs 74011s 374 Itis 651 k6- 61m tors 4/21bs r4�U 0s OPENING,WHEN IT IS LOWER THAN THE MULLION 4A1[0or9®1.15'Milt O.C./SlandaN(or 077587)CBp 10F.11, 4801bs 700108 NIA WA NIA NIA 380as NIA WA NIA WA WA 662115 885 ms 112096 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AKMI449 TMIn.O.C./ 2c5ArgieClgs/ q3' 780144 780 Its 6110 PA ISM Its 180616s 64olbs 5W IDS NIA 7601ta 74804 amus 1892 ma 68291: 88596 1120 lZ MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Alkllbr4®OAS°Mkt O.C.I U4:llp,W0.12s'Muni, Iq 4 MIA WA NIA WA NIA 1IIA WA NIA IUA IIIA WA WA WA WA 1430 IN CAPACITY WHICH MAY BE USED TO QUALIFY s 1 Ancrarl FCnp R7q 5j 1951Ds 1105 W6 225 Lbs 445 Ms 822515 73ss" 140144. 177114 370106 187 As 392145 47308 170 Ds 22186 260116 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancro0 4]1.1P Min O.CI FCOp q 6 240 1A 950106 NIA WA NIA NIA 1001M NIA WA MIA WA WA 341113 442106 560106 ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ns complying with tho Flo da FIGURE I: FIGURE 2: Oulidm8C. ►G"�bZl O 1+1.250°+I Acceplmce No a• 3 TABLE NOTES: Ezpimtlon Date Qb21 • . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY du ON LOADING.SEE SHEETS 261 FOR GENERAL INSTALLATION METHODS. tvUslni da hI o l Coo 1111uirlr 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��`\nYY(LY 1\ yll� rli� FIGURE 3: <�.• •.(F ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ,.• 1>L`NS� •.,'P • . • • CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r - BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" No.5d(G5 IN PAIRS. _ a;7,7, � '1"p� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ �, (i1'� tp FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -� '•. N( 1• /T BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE /i)' Slh-b O' •41 Z7 • 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND <,•••, • • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL 1.25'X 3.188°X.U •�• • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114'VF MULLION)LLION) ,4 S/QNA% • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. A.LYNN 1W I IIL i.P.E. Lo LE FL P.E.#58705 4 TABLE 9A Mullion Capacity Table(IbmW) Opening Width(for verticelyspannIng mullona)or Opening Haight(fortlodzontalyepalnlllg mulllorle) E! 501n gain 70 In I 60 in 90 In 100tH 1 120 In 14010 ISO In Ing 1.261(3.26 Rectangular Tmp'Tdena Rectangular TIWTibm. Roctengubr T.vmng. Reclangdar TraplTrnO Rect.glar Tmp'Trlan9. Rectan9ubr TreplTdang. Raetan9dm Tmp'Tdeg. Rtanglbr Trof7don9 Ruelargdu TrepRdenp.%.100 I..&.g Lwdng Lwdeg Lcedh9 L..*g Lwdng LwOng loednp Lwdn9 Lwdng L.eadutg Loafing Lwdnp Lwdng lodn9 LaBtlug Lwdnp Lwdnp U A1um.Tuba P _ _ a _ _ Avg _ S P .. -, '_ LL Mullion d z � m 421n 170.0 620 170.0 435 170.0 744 110.0 478 170.0 868 170.0 506 170.0 092 IT00 519 170.0 1118 170.0 521 153.3 1118 170.0 521 121.7 1110 110.0 621 109.6 5118 170.0 521 85.8 1118 170.0 621 0 W 48 In 170.0 708 170.0 524 170.0 850 170.0 554 187.8 870 170.0 630 146.7 978 170.0 Set 130.4 9T0 170.0 077 117.3 076 170.0 680 67.0 B70 170.0 680 83.6 978 170.0 880 73.3 078 110.0 880 � W 50.e25 In 170.0 747 170.0 583 170.0 808 170.0 631 150.7 B27 170.0 804 131.9 -927 168.5 700 t172.927 159.1 099 105.5 927 156.3 696 87.9 717 158.3 695 15.4 927 156.3 695 65.9 927 158.3 695 a.m 541n 170.0 797 170.0 612 154.5 069 170.0 691 132.5 868 153.9 BB3 115.8 BBB 141.8 669 103.0 869 174.0 660 92.7 869 128.8 554 77.3 669 128.6 652 682 669 128.8 652 51.9 889 128.6 652 W 0 0 601n 1432 746 153.8 634 118.4 746 132.3 620 102.3 746 117.6 608 89.5 748 107.6 599 79.0 746 101.0 592 71.8 746 06.8 567 59,7 748 93.3 5117 51.2 746 9.1.3 583 44.8 746 937 683 m m 63In 1277 571 132.0 570 103.1 877 113.2 566 60.4 BT7 1001 555 773 877 91.4 US 68.7 677 65.2 539 81.9 077 81.0 534 51.8 877 71.0 624 44.2 677 76.7 529 38.7 877 76.7 629 0891 10Lij 0,;j8,1i 114:1:,;630 '88.7 617 97.8..510 70.8 817 803 509'1813 -8(7;. 78.3 600 69.8, .817 72.6 494 53.0 BIT 185.7 169" ::4411 817 BIA {83 36.1 817 83.7 /82 756."611' 63.7 182 -yai 1 .-� (L yr: 72 h' 02.9'.,.5(5 871 ;450= BB;1-;.51,671.2 4(0 50,2 518-,457 /]2-:51a 616:580 423 '.18:1 51864.2 /19 'H,s 518 50.7 114 '315.,;518 40.0``400 71:6 '5@ 15.0 405 269'•618 45.0^'405 'Z 9 TO 10'-"70.5' (65' "73.7 466 '38.7 485 02.8 398 50.3 4115 54.0 "390'`7i1 "45 49.4 -384 39.2 465 45.3 37B 35.1 465" -472 '•374` 25.4 '1"485 30.3 367 25.2 465 36.6 353•-22.0 '*5` '0.2 3$1 ''� .. ti``�-• `,2'''� '•-ti"� 70h 65.2 441 66.0 367 54.3 441 67.7 379 46.6 441 50.6 372 40.8 UI 45.4 366 38.2 441 41.8 360 32.6 441 38.7 358 27,2 M1 34.9 348 23.3 441 33.1 346 20.4 441 327 345 J o Z Be in 42A 332 43.8 285 35.4 332 31.0 289 30.3 332 32.3 204 28.5 332 20.6 200 23.8 332 28.1 278 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 332 18.7 260 Ia-' ate-• BB in 15.0 291 35.8 200 29.1 281 30.] 258 25.0 281 211.0 262 21.8 281 23.5 2111 18.1 291 21.3 244 17.5 281 19.5 211 14.8 287 17.1 236 12.5 2Bf 15.6 232 Z ¢ N O 1031n 21.8 230 25.1 208 20.6 230 21.1 205 17.5 23n- 18.3 201 16A 2311 18.2 IBB 111•' X•Z00 O Pim Fr 111(n 22.8 218 23.1 tel 18.8 218 19.4 194 11.2 2fB 10.8 191 14.1 218 14.9 1718 N $ $ 120 In 17.9 187 78.2 170 14.8 187 15.3 187 tl) X lY X Y Y cn fn U N a 0 0 � ZOO s.O TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: -l Anchor Ce ac Tabla Iba) ANCHOR CAP.,,„,,,, m o�rc'p Subelmte: 2.7k Concrete 3.5k C.O. Hoboes CMU Filled CMU PT Waod 'Metal (Dp,)X( >=ANCHOR CAP.,,, 5lfe'E1a 174'59 FJco 5f1B•Ek6 14'55 Elco 410 Steel Nf2 Sled a12Sled MULLION CAP ,,,,, AnchorCllpPatterns Anchalypa:kWA oUhmeon 1!4•EkoUlUecon Unmcon 3116'Ekounrecon 1I/'EkoUBmeon AgOrSEDIk% UlD.D AM'SeSO or Sewto$)Screw(G5) sc"05) USE THIS FORMULA TO OBTAIN THE"ANCHOR EdOe lhstance Or2.172• 1' 2.1r 3.116• 1' 2.112• r 2-trr 2• 3-16• r o.4B• 0.54" 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedmenl(hv 1.94' 1.314• 1.314• 2' 1.114• 1.114' 1.14• 1-114' t-111• 1-114• r tale• tare' 1146. ACT UAL PRESSURE REQUIREMENT FOR THE 2 Ancha6®4.75•Min.O.C.I Standard oc OBael Clip(Fig.Jr 300 ba 450@5 890 lb. 1644 Iba 270 Ns 280 I1" 35111" 7401bs 374 IDS 664 ma 94810. x1 to$ 4421bs 56010. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchae®1.15'Mtn.O.C.I Standard Iw OBset)Clip(Fig.2k IN 70D Iba WA WA NIA WA 380 I1" WA NIA WA 1"A WA 682 Iba 885165 112011" CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchor.®3•MA 0.0 1(2)2x5 Angle pips I(Fig.3T 780 The 680 Ws 1560 lbs /696 I1" 54011" 50011" WA 760103 748 t1" Seo t1" 1882 10. 682 ba 88511" 11201be MULLION.IT WILL YIELD A MINIMUM ANCHOR PEE a 4541 Min.O.C.I UL7lp,Into.100'Alm(Fig.41 WA WA WA NIA WA WA WA NIA WA WA NIA WA WA 95010e CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor l F47ip tFig.5k 195 lbs 195Ibe 225 Ne 445 9x1 02211" 135161 1401be 177 1b. 370Ib1 10711" 332 ft9r316s 1TO tas 221[be 211011" ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anclwro®1.15'Min.O.C.f F-alp(Fig.6). 240 Na 350108 WA WA NIA WA 190{1" WA NIA WA WA WA xl ka 4421011 560105 ANCHOR CAPACITY TABLE. PRODUCTREVISED as complying with the Florida Building 0 13 FIGURE 1: FIGURE 2: 1.250" Aempla Coda mia TABLE NOTES: Acp Plana Nom 4041 ® • • Ox Imlion Date 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 0 • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.- Ali do Pr.&.t 1111 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� LYNN) ��.e�j 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' •.a`,.•'��CI:IdS�' I ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST - �•• •'�r • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i:: NC.58705 IN PAIRS. _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100" _ ��- FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL . BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 1 • 8083-TS AND BEA MINIMUM OF•100'THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND r SIAr`''L .�.., .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 'i�'� •.�'!OR1D�;. ,I'j� • • Lo 1.25'%3.25'X.100 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION rr, •1. 1 • 1110 8 412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN,MILLBf�,P.E. FL P.E.#58705 TABLE 10A Mullion CalpacltyTabla(tbsMe) Opening Wdih(for vedlcs"peming m111ions)orOpening Height(forhodzorteWpendng mullions) 50 in 601n 70 in MO In 901. 100 in 120 in 140 In 160 in 00 R4cWlIular TfoprRiang. Raranew Ta Rdan9. Radanpdw Tro dae Rata 1. Tro 6 126k326 D 9• 71011 pRdeng. Rectangular TapRdang. Ra clangWr Trepllrivip. Rederpelrt Tnp'Tdonp. Roetangular TopTTdanB. Raclangder TrepTriarg. y %•x3 L.W.9 Loading Lesdng Loading Loading Loading loedin9 Loading Loafing Lowing Loading laad'nq Loafing Load'ng LOedig Loa&g Loa&g Lording Alum.Tube .� .s F .a„• .F •c_ .s £,. .g .g_ .s .$a .�' .s -E $ _ .F .s .� _ .s -f .g .Ea § €_ .-' � .g .s_ s ,. .� .t - LL Mullion 's2 a s� �� a€ a a� a :a i ag :� a ea B U a >�, "s a, a a� g e€ els '2 a a� a uua u u u u u u u u ua u u u u u' u u u u u as u u v ,+5 m g 'fill�s �& �€ gpa P P �€ 4 r �g b 13 g g� s s'� drc k s'� X14 �� d& _S'e� @& $rc 5'� $& ��• �rc $� �8 ie. dna E� aY re' € 8a f� d`�¢ c@ 8d k7@ d`a �. dei kaaxe `dna O F�- 42In 170.0 620 170.0 435 170.0 744 1704 418 170.0 MAO 170.0 606 110.0 992 170.0 519 170.0 '1116 170.0 621 170.0 1240 1700 521 110.01458 170.0 521 170.0 1735 170.0 621 170.0 1993 110.0 5tf J W 40In 170.0 TOB 170. 624 170.0 050 170.0 504 170.0 992 170.0 63D 170.0 1133 170.0 661 170.0 1275 170.0 677 170A 1417 WOO 680 170.0 1700 170.0 68D 169.7 1979 170.0 680 149.5 1979 110.0 680 W 50.6251. 170.0 717 170.0 563 170.0 896 1700 631 170.0 INS 170.0 604 170.0 1195 170.0 723 1700 1345 1700 '747 170.0 1494 170.0 766 170.0 1793 170.0 756 152.5 1877 170.0 766 133.6 1077 170.0 766 2 m Win 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 007 1170.0 MIA 170.0 877 170.0 1591 1/0.0 656 166A 1159 1TO.0 861 134.1 1759 170.0 061 117.3 1759 170.0 561 W 0� 0 CD 60 in 119.0 MBS 170.0 701 170.0 1063 170.0 797 1709 1210 170.0 878 170.0. 1117 170.0 944 1 161.1 1511 170.0 996 145.0 1511 170.0 1077 120.8 1511 110.0 106] 707.ECO 1511 170.0 1063 90.6 1511 170.0 1063 J 63 in .,:40.0;830y X170A 745 170.0 1116 110.0 .650 170.0 1302 1704 :W0c:156.6;.,1370 170.0 1016 1392 1770 1700 ID76 125:3 1370 164.0•-10)12 104A 1370 155.9 1072 89.5 1370 1553 .1070 •783 1370. 155.3 1070 W J R. .<.., _ .. �. , .. Q. 5 .>, 66•n 11,0.0"974 1700'-J89 170.0 1169.' 174.0 a90J 135.6 121fi 700 1002 ,:131:2:`.1218`•164.5 1013 121.1;f2)e W.i 1000 166_ •7218[Y79A 989E 190.8 1248 130.4.-976•77.0 1240 129.0 975:•68:1. 1248 129:0'. 576 +--�••-'�y•uy •m '»721n:,1618.$1019 �1700''a:e10f'.139.5"1019 150.2 592 119.9'.10491.132H.!'.875(!104'9'h049f 119.1 •:880 93.2 1019 109.7 010••83:9,':14493`1017 •8386..59.9''1049 94.3 625 69.9 1048' -91.2 820 1524' 1049t 911-'•'fl2g n • , -J Q'- p a Min N2.7 941 149.1 822 118.9 911 1260 805 101.9 041 111.2 791 99.2 941 100.0 777 79.3 041 91.7 766 71.4 911 05.5 761 59.6 911 77.6 7M 51.0 911 74.0 737 44.6 %1 73.3 776 J a 6Z 791, 112.0 091 137.6 783 110.0 894 116.9 $39332.7 891 102.4 753 82.6 _094 91.9 740 73.3 891 01.1 730 66.0 8% 783 721 65.0 894 70.7 707 47.1 1% 07.0 101 41.3 694 66.1 690 Q r a 90in 85.9 671 80.7 596 71.6 671 749 671 65.3 575 53.7 671 50.2 566 47.7 674 529 558 43.0 671 40.5 5S1 35.8 671 43.1 639 30.7 671 79.7 53t 26.9 671 37.9 526 04 Q N 0 961n 70.0 69D 72.8 627 59.0 590 61A 530 53A 509 44.3 690 47.6 6ff1 393 590 43.0 191 354 590 39.6 Iae 29.6 590 34.1 471 25.3 590 31.6 469 221 590 29.0 IW 10.-• x Z � ~ O 107 in /9] 166 50.8 421 {fA 466 428 764 31.1 408 71.1 466 72.9 402 21.6 466 29.7 386 .24.9 166 27.1 791 20.7 166 27.5 702 17.8 IW 25.2 775 15.6 166 195 370 � N 1111n 45.8 441 46.7 400 382 441 39.7 711 31.1 3117 20.6 441 30.2 382 254 441 27.2 376 22.9 441 24.9 312 19.1 441 21.6 363 16A 441 193 756 11.7 W1 175 351 W M 120 in 36.3 378 36.9 764 70.2 3IB 31.0 370 2011 371 22.7 318 23.7 329 20.1 778 21,3 726 18.1 778 19.5 321 15.1 719 16.1 711 w X Lp 1441n 21.0 262 21.2 242 17.6 202 11. CO 262 16.3 236 4..1 F4 Q O O TABLE 10B £0 AnehorCapselty Tebts(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: - 8Ix su0sirale 2.71(Lbrcrde 35keane. HO)"CMU FOkdCMu PT WOW I MdJ(� (DP)X ANCHOR CAP.,„,,,, _ANCHOR CAP.,,, 5r16'FJcO V4'SSEko 916'Et.0 V4•SSE1c0 e10SIed e12Stee1 812 SMULLION CAP.,-,- MchorCllpPrtlems AnctwE4� 16A 116'EICD UIIram 1ld'EkoUe2con UOrecon 37t6'FJca u6ram I4-U9raeon AffeGalor Uftmon AggnX7afor Strew(G6)Sato(G5) Sm. USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge dswr 2412 1. 2-117 3-va 1' 2-V I. 2-if- T aIle• T 0.45' 0.54• 0.3CAPACITY REQUIRED'CORRESPONDING TO AN EmOedn571' 13'4• i.W4' 1874' 2- 1.114' 1-114' VIM* 1-174' 1-14' f-v4' T 1.3+8' fair lenACTUAL PRESSURE REQUIREMENT FOR THE 2Anetbm@ 4.7T Mi-O.C.I stardom a 0?w cup(Fig. lbs 39D Ib6 450 lbs 890IM 166 MS v0ros 28065 354103 740He 3741bs 6615» 946 Go 341Rn 442 be Seo OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ancttae@1.15'Mhl O.O I S1ald7m(a0Mel)Cllp480 lbs Tro Oa NIA WA NIA NIA 380 ms MIA WA MIA WA WA 682 On 88706 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED dAfkMrs 'l. O.C.71'02t5An*cops I ?80 lbs 780 Poe Ego IM 15M 10e lawibs 5401bs 5601ae NIA 760 its 749 hs 84066 .1892 to 65266 885 ors 112DMS MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcttors®O.W'MIn.O.C./UCIp,0110.107 Akan. NIA WA NfA WA NIA' N!A WA NIA WA NfA WA WA NIA WA 850 Ota CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcror7 FCOp95 We 19686 715105 445 Me 82209 135106 140 Ra 177103 37011e 107 We 332913 4731b3 Wo gn 22196 200 We ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctkn®1.17 MIA O.Cl FLYp00 9.A' les N/A WA MIA WA 7901ta NIA WA N!A WA WA 311103 462046 560103 ANCHOR CAPACITY TABLE. pRODUCr REVISED us complying with the FWdtb FIGURE I: FIGURE 2: AecemaoccC Nd 1(0'62l$,6^j TABLE NOTES: 1.250' Ex halloo Date dQ,QZ • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Aim'Dade ProAIet Cm 111111!1/! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOROPENING WIDTHS ISALLOWABLE. `�,��( �.•:.)i,l(��i��• FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 32r�p• ��;.•'•vIGENS(.• '•.F';t i . • . • 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•lo.53705 _ IN PAIRS. I: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �G• � / GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL b FIGURE 4: FIGURE 5: FIGURE 6: 4' �1'�) '• _ -!!j� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE o TF a 6063-TSANDBEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -L �(``'•. F'LORLpF.••'\( �•; .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL .........,-N ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25 X.624• #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR410 S.S. MULLION A.LfNNINfILLR,P.E. FL P.E.#58705 TABLE 11A Mullion Capacity Table pba@t) � Opening Width(forvedlmly-spanningmt2lions)or Opening Haight(for hodzorta"panrilng muliofs) 60 In fiD in70 in 801. 90 a 100 n 120 In 110 in 1601, r` O Recta Wer TrgJlrbrg. RIM.Ow., Le RNn. ReNen ler Ira n0 Reclengula Tru gukr Traplldenp. Ractengulsr TwIrdung. Redangulrr Traprrdeng. RectangNar Tr4plrrl4ng. 1JIfi xJ.94 "g .Ow D 9 e M n9- P(Tdvg. Ractenguler TfopfTdmg. R4clen 076 %.624 L. ng Loading Loading Lo Nng Loading Los4ing Lasdng Loading Loading Lcndq Laeding L.odig Laadag Loading LOoding Loading Loading Loading A16M Tube .E §' 'E.. '�',.. � -.. 'a�- 'S £ 8 "b' U".-. 'E S §'.-. .F' .&' ,. '� E •5 5 E F .§'., '�.. '§•.. Mwnon u �� asp g€ a �; s as a a� e� a s@ a@ s o� a �a �`` e€ a� as s N u u v u u uo u v ua u u u u u -u u uv v 4i Y u oa u" u - 777 ' ,�� .�.4 �� F z _� •��. �'� E� &� E'a 3'; xs� �� •� �� E�. t� lE� �� . $'� _� �� _� �'� s� �'� s'� �'� �'� r'S_ �� &� P� =� �� w $@ d�`z d`u a' @ 8& 6. 8a 8a2 o [rc' s� �� fid € d`d $€. 802 € 8d �@ d8 E2 8& i`x' srd 8d O 421n 170.0 620 1700 435 110.0 744 1700 470 170.0 868 110.0 500 170,0 992 170.0 619 170.0 1116 170.0 621 170.0 1740 170.0 621 1700 1188 170.0 521 110.0 1735 170.0 621 170.0 1933 110.0 621 J W 40in 170.0 108 170.0 624 170.0 650 170.0 601 170,1 992 110.0 6]0 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 110.0 680 170.0 1700 170.0 680 170.0 7983 110.0 680 170.0 2261 170.0 600 j Z =in 170.0 747 1170.0 563 170,0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170 0 723 170.0 1316 170 0 747 170.0 1494 170.0 T58 170.0 1193 110.0 756 170.0 2OW 170.0 756 170.0 2391 710.0 756 N 61 In 170.0 797 170.0 612 170.0 956 110.0 691 170.0 111fi 170.0 754 170.0 1276 170.0 00] 170.0 1471 170.0 8]7 170.0 IS94 170.0 056 1700 1313 170.0 861 1700 2231 170.0 061 160.2 2403 170.0 061 Q CO 6DIn_ 710.0 885 170.0 701 INA 1063 170.6 797 .170.0 1240 170.0 976 170.0 1417 170.0 S44 110.0 1594 170.0 996 170.0 1771 1100 1033 170.0 2125 170.0 1063 1183, 2163 170.0 1063 129.8 2163 170.0 1063 F V (p J 63in V0.0.:,930. 170.0 745 170 0 1116 170.0 861) 170.0 13p2. 170.0-940- 170.0 1488 170.0 1015 170,0 1673 170.0 1076 170 O 1854 ;,110.0. 1122 158.9 2060 170.0 1169 134.6 2060 1700 1171 .117,7 2.060 170.0 1171 � IJJ •--1 z""� m •7173 in 170:0 3;9U:% iT0.0,789 170.0 1169'"110_.0;5907 .170.0 1364. 170.0 -7002'-170,0`,1556 170.0 •1086 170.0 -375] 170.0 1155' 1700-{910•;1x0.0 5210: 1410 1966 1706-1275 1226 1956 170.0 1200 107'21„1968,:170-0 1780 `.:;t,-. (D/j - .� .770.0,:1063.';t70:D N870, 170.0' 1276 170.0 1009 170:0:"7480,:1700 :1126']770.0;;1Th0•S7T0.0:N22B '154.1 '17]4 1700 •1775:,1381 SfiN •1698 1386,f 186 1731' 155.9 1760 99.1 1734e:160,1' 1362 86;7;1131 ` a 76 in 170.0 4122 170.0 937 170.0 1345 INA ID80 169.5 1556 170.0 1209 147.4 1656 166.2 1285 131-1 1556 1615 1268 117.9 1556 141.3 1251 983 1566 129.3 1229 84.2 1556 122.3 1219 73.7 1566 121.2 1216 2 U IZ LI 7B in 170.0 1151 110.0 %7 110.0 1381 170.0 1116 155.9 1477 169.3 1245 136.4 1471 1520 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.3 1477 116.9 1169 77.9 1477 1108 1150 60.2 1477 109.3 1154 Q a 901, 1420 1110 146.6 986 1184 1110 123.9 966 101.5 1110 107.9 951 BB.B 1110 96.3 936 78.9 1110 07.5 922 71.0 1110 80.1 910 59.2 1110 71.3 891 SO.7 1110 656 870 /4A 1110 62.7 870 Z � Q N p 96in iiT.O 975 1203- 072 91-5 975 101.6 055 93.6, 97S goy 042 73.2 975 78.fi 829 65.0 976 11.2 017 50.5 975 654 801 10.0 976 6/A 789 41.8 975 52J 176 36.6 975 19.3 761 F X cZ 00 108 in 02.2 lit 04.0 6% 60.5 771 70.7 685 58.7 711 61.3 674 SIA 171 64.3 664 45.7 771 49.0 6S5 41.1 771 44.9 647 34.3 771 38.9 632 23A 771 IS.O 621 25.7 771 32A 612 4n m g Na Sr Min 75.7 TX 77.3 661 63.1 730 65.0 650 61.1 730 Sfi.3 640 47.3 730 49.9 631 42,1 730 45.0 622 37-9 170 41.1 614 31.5 130 35.6 600 27.0 730 MA 589 23.7 T30 29.6 501 W 0) 120in 59.9 624 61.0 669 49.9 624 512 560 42.6 674 41.3 S52 37.5 6Z4 39.2 544 33.3 624 35.3 63T 30.0 621 32.2 531 25.0 624 21.7 519 21.4 624 24.6 $09 111,7 624 22.5 501 X lb in 34.7 133 35.1 400 28.9 133 294 395 7A.B 03 254 390 21.7 433 22.4 365 19.3 433 20.0 3B1 17.7 433 182 376 (� N Q O O CL"r Z (A In BLE 11B gs .. m0�0 ANCHOR CAPACITY ADJUSTMENT FORMULA: '� �ma. Anchor Capacity Table(lba) ANCHOR CAP.-_ r S �, sutatrale 27x OxxflseJWVANIA cme HgnO CMu FwedcMu FT wood Me19 (DP,jX( >=ANCHOR CAP... 'Elco 14'SS Elco 5116-Exo 114•SS Elco 01061ed 01251411 012 SUrI MULLION OAP.,„,,,,a AnehorCOp Patterns ' aris•Elco uRrdcm III-ouRrMm 3fle ER0 Ultrmm v4•FJco Ultacm AggreGga U4ecm AggRGala Senm(W)Scrcw(W)) Sum P5) USE THIS FORMULA TO OBTAIN THE'ANCHOR gstarce n 1' 2-v2 1• ve" 1' 2-v2 1• 2412 T Sala• T 0.48• 0.54' 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN EmDNt1m1 n talo" 1-&4' 1,114• T 1-v4• 1-ve' 1-14• 1411 14/4• U14• 2 I-yw tale• sales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 475'MIa O.C./SWUM a COSelC 1 390 Ds 39D 105 4W IDS 4 ton 270103 200106 354 Ib9 740109 3741D5 664 Im 946 Os 341 MS 442108 560 na OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers 1.15'MDLO.G/S4andud assn a (Fig.2y 460 lbs 70D WB NIA IA NIA 380 IB NIA WA NIA WA WA 6B2aa 085106 112DMS CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctors C.I 2a6 Ar411e 1 99' T80lbs 780 m6 fiEO ae is IDs 540105 -5�IDs NIA 7ablbs 748 os BBD Ba 1892106 682106 OUM MULLION.IT WILL YIELDA MINIMUM ANCHOR 4A. 0.54"MIO.O.Q/UCO,allo.tOP AWm 4y NIA WA NIA N/A NIA WA NIA WA NIA WA WA IACAPACITY WHICH MAY BE USED TO QUALIFY 1 AmtWJ resp 9 5y 196lbs 196 Re 225 M 2106 135106 140 Re 1T71b4 370Its 187 Bn332Ina 473Ie6 ATOMS 2ADDITIONAL ANCHOR OPTIONS FROM THE 2Arxtnls i.19'60nO.0/FCtl 9 240Ibs MOWS NIA IA NIA ISOM - N/A WA NIA WA WA 341109 4ANCHOR CAPACITY TABLE. PRODUCT REVISED m complying with ma Flo[8ft 1250•_ Building Code FIGURE 1: FIGURE 2: TABLE NOTES: A"`Oxpire�'11C -0218-/pry' • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION lly. ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dario Produ l W11 ill 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;��r•�5 kYn!N NO FIGURES: 3.94" -'`��*}`'11Gi2N5g''•�FQ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE m Date ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • BE USEDCLIP SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. tdn,0705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �i + FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE �1 • • 6063-TS AND BE A MINIMUM OFATHICK.STEEL STUDS TO BE A MINIMUM GRADE 33ANO -4" n,'•./LGR10!`•''•C�`�� • • .045'THICK18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICKAND A36.ALL 'i ,r"••••" • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIALC.)i`J • 910 81112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25"X 3.94'X.624' A.LYNN MILL�R,P.E. • MULLION FL P.E.#58705 TABLE12A Mullion Capacity Table Ibefl d ,a Opening Width(for eerecey-spanning m1111ors)or Opening Height(tor horizomey-sparvirg mullions) Sax 501n 6013 701n 80 in 901n 100 in 120 In 1401n 160 in Rau en9ulu RaplTden4 Rac11rg01er Trep/Oleng Reclengular Tlep m v. R[tlengWar TmprldenpReclanpler VopllTdan9. Reclmgdar Tmp'Tdang. Reclmplar Trep/Rfarg. RacrangWar TreplTd4% Rectangular Tkep7dmg. 2X411.26 lnadlg Loading Loading Loading Loading Loading Loading Loadn9 18editg Loading Loading Loading Loe04g loading Loading Loadng Loading Loafing n q Alum.Tube a a _ &_ F PJ( .F .. �a,. �a,. -s�.. .� F Mullion � d„ll, 421n 170.01 620 1170.0 435 170.0 744 170,0 478 170.0 See 170.0 608 170.0 902 170.0 519 170.0 1116 170,0 621 170.0 1240 170.0 521 170.0 14811 170.0 521 170,0 1735 170.0 521 170.0 1983 170.0 521 Q LL 48 in 170.0 700 170.0 524 170.0 650 170.0 564 170.0 DB2 170.0 630 110.0 1173 170.0 601 170,0 1276 170.0 aR 170.0 1417 170.0 680 170.0 1700 170.0 BBO 170.0 1083 170.0 880 170.0 2267 170.0 860 J (LJ 50.625 In 170.0 747 170.0 583 170.0 age 170.0 631 17x0 1048 170.0 884 170.0 1186 170.0 T23 170.0 5345 170.0 747 170.0 1494 170.0 750 170.0 1793 170.0 756 t70.0 2092 170.0 766 170.0 2391 170.0 758 7 N Min 170.0 797 770.0 612 170.0 956 170.0 691 170.0 ilia, 170,0 764 170.0 1276 170.0 803 170.0 1434 170.0 '837 170.0 1694 170.0 856 110.0 1913 170.0 801 170.0 2231 170.0 861 170.0 25M 170.0 eel 13J o Q -.!Lln 170.0 085 170.0 701 170.0 1003 170.0 707 170.0 1240 170,0 878 170.0 1417 170.0 9U 170.0 1584 170,0 886 110.0 1771 170.0 1033 170.0 2125 170.0 1063 170,0 2479 170.0 1083 160.0 2860 170.0 1083 � (1 63 Ln 170.0 930 170! 745 170.0 1118 170.0 850 170.0 1301 170,0 810 170,0 11ae 170.0 1015 170.0 1673 1 170.0 1076 170.0 1659 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170 0 5171 145.8 2553 170.0 1171 F co J 1£ o5:n,'170.0;:'074%•170.0 760 170.0 5108-..170! ON 170.0 IYA •170.0 :1002 170.0 5668 170.0 1986 :170.0'1753 170.0 '1165 170!-1946 170:0 1210 170.0 233& ,170.0 1276 151,9 2637 '700..1.288,1329"2q7 170.0 7251! /21n+ •170.0'4083 .170.0 Gia 4T0l 1275, 170.0 1rA8, 170:0 lf9el 470.0',/126 770.0'.,.47W 470.0 1228 1%0.0 1913 170.0:7315 170,0 2125 170.0.-;1307 :145.6`2181 170.0 1186 24.6-:2104 1700 1529 1082 2164 -1700•.1530 t ? 761n 170.0 1122 170.0 037 170.0 1310 170,0 1080 170.0 1670 '170.0 1209 170.0 1784 170.0 1322 165.1 1980 170.0 1121 148.8, 1960 170.0 1503 123,0 IM 101.6 164& 106.1 1980 164.0 1535 929 1860 152.7 1531 _ ;.;a z 701n 170.0 1151 170.0 967 170.0 1381 170! 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1581 163.1 1600 114.5 1661 147.3 1473 95.2 1861 139.6 1459 65.9 1881 137.6 1454 Q fn 6 901n 170.0 1320 170.0 1144 148.1 1396 156.0 1218 127.8 1398 1340 1198 1119 1396 121.3 1178 99,4 1388 110.2 1162 89.6 i39a 101.6 1147 74.6 1368 89.5 1122 63.8 1396 e2.7 1105 65.9 1396 76.6 1078 F- 7 - J r J Q 67 981n 147.4 1229 151.5 1098 122.9 1219 127,8 1079 106.3 1228 1112 1061 92. 1229 96.9 1o44 a1.8 1229 89.6 1028 73.7 1228 62,4 1018 61.4 1229 72.2 993 52,7 1229 65.9 077 48.1 1228 c1.1 867 ••Z W r1I 103.6 971 106.8 877 06.3 971 89,0 862 74.0 971 77.2 049 134.7 971 88.4 837 57.5 071 61.0 025 61.0 871 68.6 815 43.1 871 49.0 786 37.0 971 41.0 782 32.1 971 40,8 771 (n N� oo � 05.4 819• 97.3 532 79.5 918 81.8 510 08,1 019 70.9 008 69. 619 621 794 53.0 819 56,7 784 47.7 919 51.8 774 78.7 919 M.8 758 34.1 910 40.2 742 29,8 819 37.1 732 W • XS2 S2 7478676.9 ma 829 766 04.6 705 53.9 786 65.8 895 47.2 788 494 686 II.B 788 44.1 677 77.7 780 40.6 066 31.6 786 34.0 653 27.0 766. 31.0 641 23.8 786 28.4 631 13.7 S4B 44.2 604 36.4 Ma, 37.0 48a 312 648 71.0 491 27.3 646 28.2 186 21.3 616 26.3 478 21.6 We 22.9 474 18.2 578 19.6 464 15.6 1748 17.2 455 13.7 548 16.6 MB X L 2 - ANCHOR CAPACITY ADJUSTMENT FORMULA: EL Z�� Anchor Cn achy Table{Iba 5'6.0 ANCHOR CAP.,,,,,,,,• O_mtr SO%Vale 2.7k Corc19e a8kccnt. Na00,7 O.1U FNMCMU PTWoOa metal (D w,)X( >=ANCHOR CAP.ua 91,01 5116•Elco 114•ss FJco 51C Elco 114'SS FICO efe Sieg 1112SIee1 IN2 steel MULLION CAP„a,,,., F ApehorCllp Patterns Ancta Type &16•Eko UOrsan 114•Eko Ueracon Uamcon &SC Elco Untacm 114•Ekouaracon AggaGator Ugrecat AgyaGalor Sc (G6)Screa(G5) Sc"(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E Distance n 1• 2.112 V 2-vz 3-116• 1• z-vz r 2-vz 2' 3.119' z 0.48• 0.M• 0.32C CAPACITY REQUIRED'CORRESPONDING TO AN EmbednBnd0 1x/11 1&4• MV I-we 21 1.114• I-Ve IAW171b, t-114• 1.114• z t�1'B• tale vales ACTUAL PRESSURE REQUIREMENT FORTHE 2AncIDO !76•MIR O.C./Slan3mor0Met CI 1b 390 Iba 390 bs 450 bs ago los 16441% 2701bs 280 Ro 3M bs 374 bs 6M 1% 046la 34106 44210s 660 is OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnChaq 2.®•MIR O.C./Star.=or,OlnelG 3 7400& 740 los 630 lbs 14451% 1424 Mg NIA 560 ae NIA NIA 880 lbs WA 6B2bs 865 ft 1127/66 CAPACITY(FROM THE TABLE)OF THE SELECTED 6AneWs 1.71•MIR O.C./Standard(or OMelC us IIA 0501 758518 19461x6 NIA NIA 705 An NIA NIA WA WA 1122 We 1327bs 16601% MULLION.IT WILL YIELDAMINIMUMANCHOR 4 Archon TMIn.O.C.f 21SA / 7170 Us 7 600 bs 1560 a5 1e061bs 003 5®bs NIA 746 bs 0B0los 1092 Us 6021os 8851% Ula los CAPACITY WHICH MAY BE USED TO QUALIFY 6AreroB 31 MIR.O.0./ 215 leC / 1170 bs 11709& 1020106 234009 2944b4fin s 840106 WA 1722bs 13201bs D9g Ea, 1022Its 17271% 1680 U8ADDITIONAL ANCHOR OPTIONS FROM THE9 ArcIp0 1.34'Mh.O.C.IUC Into.125'Alum NIA WA NIA WA NIA NIA WA NIA NIA WA WA NIA WA 073 ANCHOR CAPACITY TABLE. 6A.r 0 0.64•Mh.O.0.IUCI 1010.126'Abm. N/A WA NM WA H/A WA WA sI/A NIA WA WA WA WA 21 R& FRODUCTREVISED 2Antlnn 268"MIrtO.CIFC 370 bs 3701% 315IM 74308 712106 WA 280108 NIA NIA 4401% WA 341 bs 44216t fi60 bt as complying svilh filo Fkci& 3Anchors 1.71'Mhl.0.0./Fa Fig.10 443 Ds 52508 978 bs 873 ex NIA NIA 3581% N/A 3091% NIA WA WA 511 Ds 6614& %0108 Building Code ,6ro2 .Ot$ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acaptenco NO 3 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Pxpimii n Dale �Z FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: 2.000• Mi • • • • • • • TABLE NOTES: ("It°n'IArde�,- - 11111117111// • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR • • • • • GENERAL INSTALLATION METHODS. ��\' (kJ110/: • t� FIGURE 5: FIGURE B: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ' • • • • ,250• 4.000• 1124.53705 - • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED E - 1 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE '.,U,• . I.0 • • LOCATIONS. �-r�'•, �fg �� S ATE FIGURE 7: FIGURES: FIGURE 0: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT %,/•'-� FLORIOP••'•, • HIIE (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. •%'s.l�' ----•' r�•MU N PAIRS.EO G UGIE).STRUCTURAL ST EL ONUM SHALL BE 6063-TS OBE AT BEA LEASTU.25'TH CK AND A36M OF.125'THICK. TALL ANCHORS INTO M TEEL STUDS TO BEA IAL SHALL EX END AT LEAST 3 SCREW MUM GRADE 33 AND.045"THICK(18 2•X 4•X.25'MULLION // '. G THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL, S.S.OR 410 S.S. A.LYNN rAL ER,P.E. FL P.E.#58705 TABLE 13A Mullion Ca as Table Ilishle • " q Opening Ndth(iorlsr8raly-sperriZ.111on3)orOpeningH•ight(fbrlurtaor'latySparrirlgMullions) �.. 501n 60 in 70 In 80 N 901n 100 N 1201n 140In 180 in to Raclenpdar TrepROmtp. Reclenguler TrepRdang. Roclon9uler TrapRderg. RaclangWer TI.Wriang. Ramenp,llar TreplTdeng• Rectangular TIef.10ng. Rclanedor TreyN 9. R.0 ngutar Trep2ldelg• Rocton9ulm TreplTdang, c O 2 x 6 x.2 Loafing Loading Loading Loading Loading Lowing Loedlg Loading toadln9 .LO.dng Loading LN a L°adlrg Lowing Loading Laed'n0 Loadrg Leading sZ a Alum.Tubs x F a r r •$.. x .;y r $,. ',. n a r i ,g� n r f- a p �' r _ '## Mullion ° -° jr A o ° 6'- ae � B d@ �egg 3 c�� S d$ 3 O d '171 6 S c� cS cO�7 I' � 5 �sm 421n 170.0 620 170.0 435 770.0 744 170.0 478 170.0 888 170.0 608 170.0 892 170.0 519 170,0 1118 170.0 621 170.0 1210 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 621 170.0 1883 170.0 621 0 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 1902 170.0 030 170.0 1133 ill)A pat 570.0 1275 170.0 077 170.0 1417 170.0 650 170.0 1700 170.0 680 170.0 1063 170.0 680 170.0 2287 170,0 680 -1 _ 60.625 In 170.0 747 170.0 663 170.0 ON 170.0 631� 170.0 1018 170.0 664 170.0 1195 170.0 723, 170.0 1345 170.0 747 170.0 1484 X170.0 750 170.0 1793 770.0 756 110.0 2082 170.0 766 170.0 2391 170.0 758 61 h 110.0 797 110.0 612 170.0 950 170.0 at 170.0 1118 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.D 358 170.0 1813 170.0 661 170.0 2231 170.0 081 170.0 2550 170.0 Sol m CD 0 60 h 170.0 885 170.0 701 170.0 1083 170.0 707 170.0 1240 17aO 678 170.0 1417 170.0 914 170.0 1594 170.0 900 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.9 2470 170.0 1053 170.0 2833 170.0 1003 __ 'rip W 63117:. 170.0 030 170.0 745 170.0 1118 170.0 850 170.0 1302,,170.0, 010 170.0 1166 170.0 1015 170.0 1073 170.0 1073 170.4 1858 170.0 1122 170.0 '27]1 170.0 ifig 170.0 2673 170.0 1171 170.0 2875 170.0 5171 170,0. "974? 1,0.0 7T69> 170.0'•1189' 170.0 9W_, 1720 138( 17x0,;1002: 170.0 11 SY r17S0 lfOBB :170.01753. 17,'5.:7;1135: 17001:fgie 17x0_72!0'6 i70.a 1.2338 770.0 1275 170.UL 2777.,1700 1288 170.0 3:17 7790 1263 -Z a m �....1._. _ - c. i.t76.6:`1053''170:6 x:1!16 '770.0 1275 170.0 1900 1709_Cee..`170. :.0 17o.o?it7pB� tta,o fz2e 270.0 1913 neo;1315. 170,0' 2 Zg -470 g,;;<,_3er 170.0 2550 170.0 1469 ti66 2elk.1-7DA 1529 11760j,;3400 .170.0 1530 3 76 In 170.0 1122 170.0 937 170.0 1346 170.0 1030 170.0 1570 170.0 1209 170.0 1704 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1629 +70.0 3140 170.0 1694 170.0 3589 170.0 1705 � a� Z S 75 In 170.0 1161 (70.0 967 170.0 1381 170.0 1118 170.0 1611 170,0 1250, 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2703 170,0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1706 �•- r = Q N O 80117 170A 1326 170.0 1144 170.0 1591 170.0 1326 170.0 7859 170.0 1408170.0 2125 170.0 1053 170.0 2391 170.0 1783 170.0 2&50 170.0 1818 170.0 3188 170.0 2125 156.0 3113 170.0 2273 136.5 3413 170.0 2381 Z 98117 170.0 1117 170.0 1232 170.0 1700 170.0 1434 170.0 1863 170.0 1822 170.0 2287 170.0 1784 170.0 2550 170.0 1952 770.0 26]3 170.0 2085 180.0 31 B9 170.0 2376 137.1 3198 188.6 2470 120.0 3198 153.1 2128 FZ a0 O �R C3 toe In 170.0 1594 170.0 14D9 170.0 1913 170.0 1647 170.0 2231 170.0 1670 170.0 2550 170.0 2078 184.8. 2781 170.0 2271 148.3 2761 181.9 2333 123.8 2781 140.4 2281 106.3 2781 526.9 2234 82.7 2781 118.0 2190 U) N o 111117 170.0 1836 170.0 1454 170.0 1980 170.0 1700 170.0 2283 170.0 1932 170.0 2021 170.0 2149 151.0 2032 162.3 2245 136.0 2832 148.4 2216 113.6 2632 128.4 2188 97.8 :612 115.1 2126 85.4 2032 106.3 2098 W X 0 1201n 170.0 1771 170.0 ISM 170.0 2125 170.0 1859 154.4 2252 159.9 1881 135.1 2252 141.4 1981 120.1 2252 1272 1935 108.1 2252 116.1 1915 00.1 2252 99.6 1872 77.2 2252 68.9 ISM 417.6 2252 61.4 ISM I= X 144 in 125.1 ISS4 128,6 1445 104.3 1504 100.1 1425 819.1 1564 81.6 1407 78.2 1504 60.7 1380 69.5 15& 723 1373 02-6 1584 65.7 1350 521 1564 58.0 1330 44.7 1584 402 1305 39.1 1564T44.4 1283 Q CJ Z Q C) a e ko ANCHOR CAPACITY ADJUSTMENT FORMULA: F -Anehor Ca eel Table Iib ANCHORCAP.•,a,,,,,E Substrata: 2.71,Concrete 3.5k Cone- Ho4ow CMU Fied CMU PT Wood Meld (DP,)X( >=ANCHOR CAP_ t916'E(cp 114'SS EIcd 611VElco 1/4'SS Eleo 010SWel 9123uel M123teW MULLION CAP.,,",,,,," Anchor Clip PattemN Anclw type' 3115 Eko Ultmcon 1r4•Eko Ul9aean U10acon 3116'Eko I90xa1 f/d•Elco UlUacon AgMGator .,.can AggreOalm screw(G5)Sorew(G5) Sinew(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edga Waive(In), 1' 2.10 1' a-lw 3.119• 1• 2-1/P 1• 2.112" 2' 3-148• v 0.43• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embodrrent(177 1.314' f-314' 1314' 1.N4• 2 1.114• I-114• 1.1lY 1-114' 1-111' 1•tr4' 2 1313" tare• rade: ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm3 4.75 Min.O.C./Standard mOrdet .162 390153 3901x4 45026 390 bs 1644153 2701m 28016s 354 In 740 lbs 374@. 6841bs 9481bs 341 1b, 442 lbs 580 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anclnre 4.30•Mb.OZ.r 8lend.rd orOlkel CI .3: 780 bs 780 ba BOOW 17001be 3232Ibs 540 W. 560lb. 7081be 14001b3 748lbo 1272156 189215. 682 ab. 305 tbs 1120 b. CAPACITY(FROM THE TABLE)OF THE SELECTED 8Ambor. 1.71'Min.O.0 I SIandaniorOBeI CB F'.4 1180 The 140011,3 10101bs 2595 lbs WA WA 940N WA 10651b, WA WA WA 1363 tbs 1770 b. 224015. MULLION.IT WILL YIELDAMWIMUM ANCHOR 4 AnOm 3'MIN O.C./f2 235 / .5 7801bs 700 be WOlb6 15601bs 18961ba 540 lbs 5601b3 WA 760 M 748 ft 860lbs 1892 lbs 6821bs 8851be 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 8Anchwo 3'Min,O.C./ 235 Argo Caps l(Fig.6k 15MUn 15601bs 1380lba 3120103 37921ba 1080103 1120lbs WA 15201b3 1463 b3 1760Th. 3781156 1303 lbs 1770156 2240 lb. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Archm. .5•Mim O.C.! NSA ! 7: IWOIbs 2100lba 1440106 3780 ba WA WA 1320 rm WA 15M lbs WA WA- WA 2045 M3 2654 be 3360 as ANCHOR CAPACITY TABLE, PRODUCT'REVISED 4 An.1wr. 1.34•Min.O.O I U-Cl W0,125"Akxn.F u.6: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 143010s n;complying with 9w FIo4W B Anchore 0 0.64,Min.O.C.I U-Cip,Inlo.125-AM..(Fig. WA WA WA IW A WA WA WA WA WA WAWA WA WA NIA 288111, 1- 2.000'--I Building Cade 2Arotare 4.86.191.0-C/F F 10 390Ibs 3901b3 4501,3 19be 1016156 270153 2801b. 354153 7405. 374Th. &18 lbs 940 bs 3411x; 442 The 56011,3 - Accepianee Ne��r La•O 4Anchma 1.71.44117.O.CI F-G' .11. 5901ba 7001,s W5Ibs1 12081,s I WA WA 1 470 lbs I WA 1 5371bs WA WA WA 882 ba B651bs 1120106 2�. E 1369 Dale �Q21 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY Miem e?roduM FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • .• • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. � "(L ;1 •• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��..•'�.,C':t•;SC•'•,F'0. • • •. • 8.000' °e: '-•,+ • • • • • .. • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS - , 1.)r;.(18-705 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON Q FIGURE 5: FIGURE 0: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �/�{► c !y= zz ANGLEEj E 'O•'."'.�a is �b !.!1, DUNECLIP 4)SUBSTRATES:CONCRETE SHALLCONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED OF(FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 5. YELLOWSOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BEA MINIMUM OF.125" -. ••••••' .N MUSTEE THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO I,``rS/(��J nt,\,\ USED IN 11 j \ PAIRS. BE AT LEAST.726"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 6"X.25• A.LYN TMILL�R,P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A ® � Mullion Capacity Table Ibod') " Opening Width(for vertically-spenrlrg mullons)or Opening Height(for hori2ontelly-spardirg mullions) ��#te 501n Go In 701n 00 In 001. 1001n 1201n 140 In ' 160 In IN aS o Rectangular TrepRda(v Reclarwar Tmprnfang. Rectangular TrepRdeng. Redangular Tiaprrdarg RaI nwler Treprrdang. Rectangular Trap1TftV Reelanoar TraprTd.V Reclangular T.0%ji.ng. Rectangular TlapfTdeng. 1.26"x 2.111" Leadfng Loading Lcemrg Loading loading L adng Loading LoadI g L,xrmng L adrg Leadlrg Lmdl g Loaarg Loading Loadw Leading Loading Loadln9 x.126"Alum 6 _ I��• p_ _ n _ _ _ _ _ $ _ Tube Mull@ y 1� 6 � � 6g s �v $yP• � R �" ��• 8 � � t� tf 6 g N LL 42 N 144,2 1 626 I W.01 428 120.2 1 578 1 148.01 418 103.0 528 1369 414 80.1 526 P�7 411 80.1 526 134.1 411 721 528 134.1 411 80.1 626 1341 411 51.5 520 134.1 411 4S7 526 134.1 411 ~ zi LU dein 966 407 1080 373 00.5 403 94.7 325 69.0 407 88.4 320 80.4 407 317 63.7 403 79,1 316 463 403 76.6 J14 40.3 403 78.8 314 34.6 403 78.8 319 30.2 403 70,6 314 _ 60.825In 823 362 91.0 301 61.8 382 783 294 Sea 362 71.9 289 51.6 302 286 467 362 64.6 284 41.2 302 636 283 34.3 362 635 261 29.4 36Z 63.6 283 267 362 63.5 283 w N U) {, 641n 67.8 318 74.1 267 685 318 64.2 261 48.6, 318 67.7 260 424 318 253 37.7 318 50.8 250 339 318 49.5 249 283 316 q9.1 246 24.2 318 49.1 248 2t.2 318 49.1 245 m C3 BON 49.6 256 63.1 218 41.2 258 45.7' 214 35.3 258 40.7 210 30,0 250 207 27.6 258 34.9 204. 24.7 260 33.4 203 20.6 258 32.2 201 17.7 258 32.2 201 16.5 258 322 201 Ln ^Lp W N 42.7 234 45.6 100 358 234 39:1 2. 195 30.5 234 34.7 192 26.7 234 189 2371 •2N 28.4 108 27.4 239 20,0 1B4 17.9 234 266. 163„ 15.3 7J4 215 183 139 239 28.5 103 WJ 66 N- 37.2 ..2]31'-139,4 183 31.0 213..357 a 1�8; 129.6.:713 28.0 1),8":752 213 173 2U8 1'21av;, 25,1`•.170 168 213L r23'7 189 15.5 213 272} ASTP 13.3?.x;913 220, 108�.1.4Ei .213 -22,0 163 z a {72N•.'"�BiB 179 367 155 23.8.-179r 250 1:1Y4 20.4. aT8' 716 1q9 17.9 178 203-..14T: y5.9 179; 167-145)":<.; W • 1 4 .. .....:`.' `" ,,71;-�,. ... .a ,..vim.•-"•� `� t a > 761n 24.3 181 25.4 It 20.3 101 21.6 137 17.4 1fi1 19,0 135 16,2 161 170 133 = rp mZ J 76 rn 715 152 73.6 133 18B 152 19.9 131 16.1 162 17.5 128 Q In N 0 O E 4B ANCHOR CAPACITY ADJUSTMENT FORMULA; Q ^ Z N Anchor Cepaelt,l Table(Ibq ANCHOR CAP.,•,,,,,, F" Srhstmtc 2.7k Cakrele s.Sk Cce. 1109ab CMU FlOed CMU PT Wood Metal (DFL,)X( )=ANCHOR CAP.,,, Cn xpMOO �0 6116•Eko Ile SS Eko Site'Elco 114-SS EkO N10 Sled N125te1 N12 Steel MULLION CAP.,,,,,,"" � ArxOo'Type; 3116'EkO UllraOn 1fe Elco UAam 3rlfi'EkO UAmcon 1!4'Eko Ullr4can CV N Anchor Cllp Patterns unrecm Agg.Galm Inllacdl AggreGator xraw(rs)screw tGS) screw G67 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edce Glstarce n r 2-12 t• 2-12 3.1re• 1- 2.12 t• 2-1rr r 3-116• T 974-8 0.64• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN y Ernmm�mt N): 1aa• lana• 1-814• late r 144 1.114• 1-114• 1-114• 1-ve 1.114• r Lara• 13'C varles ACTUAL PRESSURE REQUIREMENT FOR THE U N Q aArclos 31dn.o.c.r z16A m r 1 71g1e1 7m ms 650 its 56D lbs tea6ns 640IOs 6501M ?UA 76DW4 748 k4 B30 las 1892IOe sazros se61n 143olbs OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O p CAPACITY(FROM THE TABLE)OF THE SELECTED 0_ m MULLION.IT WILL YIELD A MINIMUM ANCHOR mea. CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i•RCDUCT REVISED r as complying with die FIOLidN 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. I BU 'S Code FIGURE 1: Acmplancem lfo-021a.n3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-f3. Bxpimtion Dote 12b�) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I Mr Dade hoducl' ANGLE CLIP MUST BE USED IN PAIRS. L .125• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED \�� ()'{i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �� 1p1�.••••••• !!F ice/ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' T ��:,•'�•1DEpl5E''• THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26"X 2.11'X.125"MULLION st' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =7: N..58705 _ THE MATERIAL,#10&912 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. b i rr' N SLI L-OF .. \�. A.LYhIN MIL'Ltd,P.E. FL P.E#68705 TABLE 15A Mullion Cq ocltyTable IbsW) t Oponing Width(foroeAlcelly-sparnig ml/lions)orOpdning Holght(fortvdzorlta*sparrirg mtiliore) 50 in 601. 70 N so in 901n 10011 1201, 140 N 1601. O Reetengular TrelYTdeng. ReclengWar 7reWTderg. Reclengular hap/iFla.g. Recfangtlar TreplTdeng. Rectmpufer Trepl7Hmg. Reclengder llapRderg. Rectangular Tap•711eng. Reclengt4ar Trep/Tdong. Reclan901ar TrepJOreng, ^ p w 3.26"30 Laadng LoodnA Loadn9 Loadng laa6ng Lowing l.oadng loadn8 Wedrp Loadnp Lmdng LoadN9 l0edng Lmdng L.oadng Loadng Insdn9 lnadrg oY U DEG.AL BAY MULL3� a''� s�- s a g 42 in 170.0 820 170.0 435 170.0 7N 170.0 478 170.0 B6a 170.0 506 170.0 892 170.0 519 110.0 Itis 170.0 621 170.0 1240 170.0 521 170.0 1458 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 J W 481. 170.0 708 170.0 624 170.0 050 170.0 504 170.0 092 170,0 630 170,0 1133 170.0 661 170.0 1275 170.0 677 170,0 147 170.0 680 152.2 1522 170.0 680 130.5 1622 170.0 680 114.2 1522 170.0 680 Id 50.6261n 170.0 747 170.0 583 170.0 098 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170,0 1345 170.0 747 164.2 143 170.0 758 136.9 1443 170.0 766 117.3 143 170.0 756 102.8 1443 170.0 756 W O 141n 170,0 707 170.0 012 170.0 956 170.0 891 170.0 1116 170.0 761 170.0 1276 170.0 00.1 1801 1357 170.0 BJ7 14,3 1553 170.0 478 120.] 1J53 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 081 co ~ M In 601n 170.0 685 170.0 701' 170.0 100 170.0 797 167.0 1210 170.0 010 146.1 1218 170.0 9N 129.8 1218 138.8 018 118.9 1210 152.1 824 77.4 1218 1/6.1 913 83.5 1218 146.1 013 73.1 1218 145.1 el] F- U J F•y -. 631. 170.0,.030 170.0 745 170.0 7118 YT60'1850;• 160.2 1150 160-,8 1X13, ..IMA 1150 163.0-911 118.6 At66:141.9 698 105.1 1150 ,134.2 685 67.6 1150, 1267-071 :79.1 t160 128.2 810 65.7 1160 126.2 670 +• d _.... j ;,118 i0 470.0 974', 170.0' 780 152.4 104E ,1676 ,BBI. 730.6'.,1010 146.e'S&' 114.3 1049 133.1 '660; 101.6'`4048 429`4 e38�, 91,4r'1018'1!0.6 '850 78.2. 4048 tOB 4:-021 ''BS 3:.1010., 108.2:-e1B STI 1048 1002 6 g 4% 77 `- - •,�- 721, 140.8 800 147.9 701 117A -660' 126.0 748 100.6 080 110.6 734 88,0 860 100,0 721 781 -990 92.0 111 70.4 880 88.2 703 50.7 `880 70.2-'e93 '60.3 480' 78.6 888 44.0 880 784 886 �W �o -Z 3 761, 110,7 700 125.1 690 99.8 790 106.4 676 05.5 7811 87.3 683 74.6 790 03.9 862 66.5 700 78.9 843 59,9 790 71.7 837 49.9 790 85.1 824 42.9 700 82.1 819 37.4 79D 81.5 817 Q S 781. 110,8 750 115.5 657 923 760 96.1 644 79.1 760 85.9 632 692 750 77.1 621 813 750 70.0 812 $SA 7511 65.7 605 48.2 760 59.4 594 39.6 750 66.2 508 34.8 750 55.5 588 Z Q ¢ N o 901n 721 503 74.4 600 63,1 563 62.8 491 51.6 363 54.0 403 45.1 563 Ifl3 475 10.1 667 NA 480 3fl1 5&7 40.8 482 30.0 66J 36.2 452 26.8 583 37.3 445 226 603 31.8 'N2 Q m Z .0 O H W a ifo s� 90 In 69.1 495 (11.1 N] 45.6 405 55.5 4J5 42.1 495 N.0 427 37.1 /95 39.9 421 ]3.0 49S 38.1 {15 28.7 495 372 409 25.6 495 29.1 40D 21.2 195 20.8 994 18.8 195 25.0 390 V3 Lu Oc s� (� 1Y J) o L- 106 In 41.7 391 42.6 353 34.6 391 35,8 340 29.4 391 31.1 342 28.1 391 27.6 337 23.2 391 24.9 3J3 20.9 381 22.8 320 17.4 301 19.7 321 14.8 391 17.0 355 _ 711 h 38./ JT0 SB.2 J35 32.0 370 33,0 370 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 JIB 19.2 370 20.8 312 18.0 370, 18.1 305 Y Y p V1 rA 120 N 30.4 317 30.9 209 26.3 317 28.0 284 21.7 317 22.5 280 18.0 317 19.9 276 16.9 317 17.9 273 J U c3 Q Q O 1N ut 17.6 220 17.8 203 d Z (41 �l7 BLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: m Anchor Ca nel Table lbsANCHOR 6uMlmle: •2.7N cawrete 3.5%Caw, HoOow LMU F•ed CMU PT Wood Metal (OP-)X t )=ANCHOR CAP.•., 5118^Eko 114'BS Eko 916•Elco 110 S9 Eko 010 Sleel 912 Slee) 012 sleet . Aahor Type: 3116•Eko Ultracon 714'Eko UBraco, 3116'Ek.Uluacon 114^Elco Ullrecm AnehorClip Patterns ui9acm AgOreGetor unracm AppreGet3r screw(65)SoreW(G5) ScreW(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance(hy t• 2-12' 1^ 2AW 3.118' f• 2.12^ 7• 2-112 Y 3418' r ]82 8' �42 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN E.be&nml(W: fa74• tall^ 1.1.4• t-314' Y t-vd• 1.711^ 1-174• t-tla• 1-114' 1-114• Y er 1e.ea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arwhare IM 5'Nn.O.C./ 12[0 Angk Cops I(cq.17 390Ibs 390 Ds a50lea 880 ka 1700Iba 2709. 2801be 354 IM 740m 374120 720It. 9461bs fbs 500 ka OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 43.5'Mln.O.C.1212c5 Angle pips/(FIp.27 791913 780 ft 79DIbe 18701M 25251ba 510lba 500163 HIA 1120Iba 743 lbs 880 Ib. 1092 lbs Ib3 11251.89 CAPACITY(FROM THE TABLE)OF THE SELECTED B1-hare 271•Mm O.p/ 2x5 k / .J 11201M 11201be B5010a 22481.83 2254 W WA 5401bs WA 10591.89 wA 1320 ma wA 1022 nbM 1600 ka MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRMUCT REVISED FIGURE 1: %cnnlplying with Ilia F1odd9 TABLE NOTES: Rnllding Code Acceptance N0(6-o)s•07 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. pitalim Date /jp$J SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mnm Dada lradu III I I FIGURE 2: .•t1 / . 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,' .125• \�.�` (LYIA • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' `^�•'�1f EI•:SF ''•Fn ��M FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ..•'r 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 ( • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAM INIMUM OF 125" f 6 I r11, THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY fl LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION -f• - 5TATG OF ;•\�,` • • THE MATERIAL.1110&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ��'` A-1 pR70A.•'��/: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ��\ A.L11NN Mwl!A',P.E. FL P.E.#58705 BL o � v Mullion Capacity Table IbalW R k Opening VVIdth(for verlicalVsperningmullions)orOpening Holght(for tnrizontalVspamlrgmulions) egg+ 50. 501n SO N 701n 801s 901n 100 N 1201n 1401. ISO In Rectangular TmWdarg. Reclengdat Traprrdarg. Rectangular Trap7Tderg• Reetengdar TteprIldang, Rectengmix TreWflmg. ReclaneUer Trap/rdeng. Re twWlw Trep7Tdeng. Raetangofer Tieprrdang. Reetangulgr TraWdml8. e 3.26"46 W g Lowing Loa 4 dug Loading Lmedn ding Loedig Loadrg Loedme Loafing Lead.g Laadng Laadne Loedirg LoadnB Lowing laadng Lowing Loadrg DEO.AL r r r [,i BAY MULL 9^ Nb5� ggg � 61 32 e es bs � B ` oa a 5 8 'a a >3 z hN LD 421. 170.0 620 1700 435 170.0 744 170.0 478 170.0 170.0 982 170.0 519 170.0 1116170.0 521 170.0 1210 170.0 521 110.0 1186 170.0 521 170.0 1735 170.0 521 160.3 W 481n 170.0 706 170.0 524 170.0 850 170.0 564 Vol) 082 170.0 170.0 1133 170.0 881 170.0 1275 1700 677 170.0 1417 170.0 6BO 183.7 1837 170.0 880 140.3 1837 170.0 880 122.8 1037 170.0 880 � 210.125N 170.0 747 170.0 563 170,0 698 170.0 831 170.0 1048 170.0 170.0 1105 170.0 723 470.0 1345 170.0 747 170.0 1494 170,0 758 147.1 1552 170.0 756 128.1 1552 170.0 756 110.4 1552 170.0 756 W o p Q 541n 170,0 707 170.0 812 170.0 BSB 170.0 691 170.0 1116 1700 754 170.0 1275 170.0 803 170.0 1434 170.0 837 165.2 1455 170.0 656 120.3 4455 170.0 881 110.8 1455 170.0 601 01.0 1455 170,0 661 m m F" 80N 170.0 805 170.0 701• 170.0 1087 170.0 Tel 170.0 1240 IT0.0 678 157.1 1309 770.0 044 119.7 1708 1700 BBB 125.7 1308 163.5 894 '104.6 1300 157.1 982 60.6 1309 157.1 982 78.8 1309. 157.1 982 ~ V-� _1 r.t B3N 170,0 .930, 170,0 ,745 170.0: 1116 1706-:'e59`4629 1247 170,0 .940,_, 142.5 1217 18{.5,483 128.7 14241.-1152.8 885 111.0 1247 144.3 952 95.0 •1747 1363:638`'@1,4 1247 135.7 935 _71-3 1247 135.7 .935 r„ d 68 in• •170:0 974- -1700 789.-'.170.0 11891700:900.:.1404.1190.483.7 086 128.9 1180.117:0 845.. 116.4 11D0 :438:5, 928. ,107.0 1190 •1284 814 806 '11 g0 .1105 698„:N 2 ,1180'118.1_;893 61.0' 1180 1101 633 rr Z fAz ' J 121. 181.8 1010 169.0 677 131.7 1010'114.8 '856 115.4'1010 127.2 812 101,0 1010 111.7828 '80.6 1010 105.8 817 60.8 1010 989 007 BT,3 1016`'96:8 795 `ST.T 1010 87.6 780 SOS 1010 87,7 780 nom'- '' _& $ �Z 761n 137.4 906 143.6 702 114.5 900 122.0 775 96.1 008 107.1 791 85.9 OW 902 740 78.3 906 682 736 68.7 BOB 82.3 729 57.3 gag 74.7 718 48.1 808 71.2 716 42.6 BOB 70.0 708 Q � �i '� E 78 N 127.1 881 1325 754 105.9 861 112,5 738 00.8 661 98.6 725 79A 861 85.5 713 70.8 861 61.0 703 83,8 801 75.4 884 53.0 861 65.1 681 45A 801 64.5 875 30.7 681 033 672 F- Q Q N O 901. 82.7 848 85A 614 68.0 848 72.1 584 59,1 846 82.8 554 51.7 818 56.1 545 46.0 848 50.0 537 41.4 648 47.0 530 34.5 848 415 518 29.6 648 38.2 511 25.0 646 36.5 507 Q ca Z l- W a �o 98N eel 586 70.1 508 50A See 59.1 489 48.7 See 61A 481 42.8 588 15.8 403 37.8 588 11.4 478 34.1 SBB 38.1 470 29.4 See 33.4 159 21.3 586 30.5 452 21.3 506 28.7 447 (n LU S1' N 1061. 47,0 44D 48.6 405 39.0 449 41.2 399 34,2 448 35.7 393 29.9 440 31.7 307 26.e 449 26.6 382 23.8 448 281 377 20.0 410 22.7 386 17.1 Hg 20.4 361 15.0 448 16,9 3541 11f N LI 44.1 42$ 45.0 385 38.8 425 37.9 379 31,5 425 32.8 373 27.6 175 26,1 387 24.5 425 28.2 302 221 425 21.0 358 184 425 207 350 158 425 16.6 347 WO 1201. 31.8 364 35.5 331 29.1 384 29.8 328 24.9 364 25.9 321 11.6 384 22,8 317 19.4 364 205 313 17.5 364 18.7 300 Q Q O 0 1441. 20.2 253 20.4 233 16.8 253 17.1 230 a e Z U) - O go TABLE 168 NCHOR CAPACITY ADJUSTMENT FORMULA: a 0.' Anchor Ca act Table fibs) ANCHOR CAP.,,„,,,,,, ,$ o' er So-bele: 2.7k Concrela 3.5k Cone. 1,1011"CMU FBed OMLI PTWWd MeW (DP,)X( >=ANCHORCAP._ 918'Eko 114'SS Eke 5'16'Elco 111'SS Eko tl10 St"' tl12 Blae1 tl12 Sleet MULLION CAP.,,,,,„, ARChOt CIIP Panama Anchor Typo: 3/16'Eko NOacan 114'Ek.UNacm uiIyww 7118'Eko Ultsmon iM'Eka UlOacm AgafWWor Ullradon AggtaGBIN Scmw(G5)scmw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Mlance(Ift t' 24rr 1' 2-irr34e' 1' 2-117 1' z-Irr 1 2- 3-11ir 1 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment MY 1-374' 1-014' 4V4' 1-3x4' 7 1414' 1414' t-114' 1 114- 1-114' t-114' 2- IJIP 1,316' wrier ACTUAL PRESSURE REQUIREMENT FOR THE 2Anobore 5'MIn O.C./ WA e / .1 3901Da 390Ibs 45001e agol- 1700 Wa 270 ke 2801ba J54 R. 7401bs 374 1b. 720Ibs 946 Ws 341 ma 442 lbs 5601- OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arrclare 3.5'Min.O.C.1(2)a5A CPPB I(Fig.2X 7801- 700153 7801b9 1070!be 2525 We 540 Its 560Ibs I WA 112oibs 7481- B80IOs 18921- 6821- 8851- ZD IM CAPACITY(FROM THE TABLE)OF THE SELECTED O Anctwrs 2.71'Min.O.O 12 2i5 An Cul,31 .3 11201b9 1120lbs 8581bs 2246!be 2254 be WA SWIMS WA 10591- WA 1320ID9 WA 10721bs 17271ba 1880153 MULLION.IT WILL YIELD A MINIMUM ANCHOR , CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: M cnraplying with 9w Florida TABLE NOTES: Building Code Ira-021191.0.9 Acaptanm N • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex i��Dat-e '2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENINGWIDTHS IS ALLOWABLE. e 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. .125' 45' ,"U.• " (; FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;\��,.•'�"C�PI,S� P 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' 1,10, FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45'BAY -''tf•:" -f $ DL_ LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND ��- MULLION '� ;;TP.T+O1 • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. �n�' �'f.0(LVOt'.•,.:�2.,: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ��rr�1SS r •` A.LIN,1 (.eR;�.E. FL P.E.#58705 1.062'-1 740" e � .063' .385" x .062' i j'{ -.125' k "moi 1 .125' 062• a .438' I 10 tttgO--- 4.000' 4.000' 4.000' .125'STANDARD CLIP I �� U 2.625' 2.000' 6063-16 ALUM. 2.125" 2.000' 2X5 ANGLE CLIP E+ .125' X SECTION U•CLIP 6083.76 ALUM. I I 6063.76 ALUM. X•-T6 ALU .125° m .125' .125' .125' X-SECTION m 031' m �N W 1 .125' O Fm- 125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W .375' .155' 375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE ANCHOR D.C.DISTANCE.MAXIMUM HOLE DIAMETER:ANCHOR DIAMETER ANCHOR LU m O O 1'X 4'X.125' 1'X 4"X.375" 1'X 4'X.375' 5.600* m Z F MULLION MULLION 063MULLION 5 000 10 8063-T6 ALUM. 6063-TB ALUM. fi063-TB ALUM. 3.125" �-I 375CUTHERETO " � - F=- U J X-SECTION X SECTION X.SECTION - In: -;.' n_ ...-'-, �. 1:250 MI _ W g _ .376' CREATE FCLIP,SEE MIN J _ N DETAIL F,SHEET 4 � �! -. - J .c � r. 1 375 - ti _.,.N Z C �'i. f 'CENTEROF i� s_. ,.,'e "a..:., .. ,-sT .375' l 1.250' t2-- I I I I I ANCHOR HOLE I MIN. &W I I I I I MUSTLIEWITHIN I I J p-o c7 Y�Z I I I I I THE DASHED I I Q J - � I I I 1 j F BOUNDARY.S£E I Z U Q p1 Q SHEETS 620 FOR F _1 ___^___I Q Z y I I I I THE ANCHOR O.C. I I 3.94• i i i i F DISTANCE. Q $moo I I I I I MAXIMUM I I fn O 3,250" 3.2 I I I I ANCHOR HOLE ; I I� J I I I I I DIAMETER: ----------------' U Q 0 .100' 00' ADD" L ______J L_-._____J ANCHOR L_____ I ~ I DIAMETER+1116". Q 2X5ANGLECLIP 9 mO to -7-.100" .6+4' L STANDARD6063•T6 ALUM. 6063.6LALUM,IP fiOTOPV EW ALUM. O 7 ^i.820' 1-- 1 --I •820° Fes-- --1 .820' I+- CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25'X.100' 1.25'X 3.25"X.624' 1.25'X 3.94°X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenfilon Value(In) For Mullion: Dlmenalon Value(in) For Mullion: 6006T5ALUM. 6005-T5ALUM. 6005-T5ALUM, DIAMETER:ANCHOR DIAMETER+1116•. F 3.68 1 X4,9 F 1.936 1.2Y X3.25' X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.600 X.624' 2.661" 3.469' 5.500- H 2600 Aluminum H 1.430 Aluminum ." •375' 1 3.000 Tube Mullion 1 3.250 Tube Mullion --1 .125' 1.077' MIN. •375" F 3.187 1'X4'X F 2.825 1.25'%3.94' 1.377" I G 0.757 .375• G 1.125 X.624' ______� H 2430 Aluminum H 1.500 Aluminum .:,0n1UCC REVISED I I I r I I 3.000 Tube 8'T' I 3.250 Tube Mullion :e complying�vigt the Florida I I I I I I I I F 2250 1.25'X3.25' F 2.813 30'Ba Mull Building Code .125' I I I I I G 0.760 X.100' F 2.876 45'Be Mull Acacplm,ce No(gyp-CYLI$,Og I I 1 I E pi" Dmd .125' AS' 2.250" I I I I I 1 H 1.500 Aluminum 30° I I I I I 3.250 Tube Million By I I I I H 1 3.250°45°BAY MULLION I 3.250" I I i i TABLED A4: Dade?mducl 30'BAY MULLION I 8063-TS ALUM. L___---- I I I I Mull Dlmeneion POT Part 6063-T6ALUM. I X•SECTION I J �- -----J (ahaelN) `��.(�Yf4N 1�/(�•/%/ X•SECTION I I Mullion Std.Clip DNeet Clip LI-Clip Angle Clip 774'X.125'(10) 69384 606111M 6561 666 122M 6%241M 518M ��•'�10ENS@ G OFFSET CLIP T I 226• .125' I 6083-Te ALUM. V X4'X.375'(11) 66610 60112M 6NI123M 666242M 666519M -• "r� t 10 .i07D5 .228"- I+.9t31"� .901'-4 TOPVIEW 1-X4'X.375'•T-(11) 66653 666112M 6681123M M242M 668519M �A��•1 NOTES: .740" 1.25'X 3.25'X.too-(13) 20150 6661127M 6661124M 6W2410M 6M115M 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'%3.25'%.1124•(14) 20181 6881126M 8861125M 6682411M 6865116Mj_�I{ g (,(y y 1.25'X3.94-X.824'(15) 20182 6661117M ON 126M 666241M 666517M /' y` IE TF 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 88849 WA WA WA 8685110M '��` •.FLUR��F'",�Ci�� 45 Degree(20) 88850 WA WA WA 686511/M / .. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LKN�'JY1�4�R KE. FL P.E. 58705 TABLE E MullDlmenalon PGT Part# 3 (sheet#) Mullion Std.Clip U Clfp Angle Clip I ^�f- •125^ ~I I`.125' -�I_-.125" H $ o 2"X4"X.25"(16) 66602 666261M 686271M 8865112MId Ir oo2"X6"X.25"(17) 66604 666262M 008272M 6665113M STANDARD CLIP I U-CLIP 2X5 ANGLE CUP d 6063-76ALUM. _ I 6063-T6 ALUM. 6083-T6 ALUM 2'000' X-SECTION 2.125 XSECTION 2.000' X-SECTION LO NOTES: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125' I .125' L .125' a m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z mN 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATEI I-�7 490,--I T 0 HOLE LOCATIONS. 1 490•.-,i J 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ 5.500" CUT HERETO 375' W 5.000° 02.010' 3.500' CREATE F-CLIP, ED z o .375' 'C �_SEEDETAILF, •375' Ce 375• MIN. Z m y r MIN. SHEET4 MIN. F- J I to ----- 64.090' ; ; I � --I--- --- --I- 3.438" + 3.438" i--------j i-' U•250' 2"X4'X,25" I I I Z p a NMULLION I I 3.438' i I Q z Z 063•TSALUM. j I I QI3 soX-SECTION I .375' ZNL-------------------J }MIN. W OSTANDARDCUP 2X5 ANGLE CLIPU-CLIP,6083-T6 ALUM. Q � Z 0CHORHOLEMUSTLIE 6063-T6 ALUM. SED FOR 2'X 4"MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063T6ALUM. a" rq N• -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THEbASHED BOUNDARY.SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. mD'mQ' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE a DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116". SHEETS 5.20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1116". 5.000"- f----2.000'--1 375" 3.500' I CREATE F•CUP, .375' SEE DETAtL F, .375' MIN. r-SHEET MIN. rt MIN. .376' I I I I I I I I I I I I I I I rRODUCTREVISED cumplying wilh the F4uirm I I I I Building Code I I I i I Acce tm,M No 16-022-1 8.03 I f I I E pimtiq,.Date goal I I .250" 6.000" -j-- �-- --i - 4.688' r - 5.438„ �- +--------I MI Dade lhndOtx I I I I 11111111!/, I I 5.438' I 5•' ' I I I j I I `��N�•...�, A4�((/'iii 2'X8"X.25' I i 1 I I ` `l�•.' oGEN3� '•,FA MULLION I I 6063-T6 ALUM. I j No.58705 X-SECTION I II _- I .375" -- . `-------- ---`----� - L---------------------� MIN. '��3 I n 11 F STANDARD CLIP U•CUP 2X5 ANGLE CLIP .250" 6063.76 ALUM. 6D83-T6 ALUM. 6063-T6 ALUM. TOP VIEW USED FOR 2"%6"MULLION.SHEET 17 TOPVIEW r I t,1 TOPVIEW A.LYNN}BILLER,P.E. FL P.E.#58705 J EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. NO ANCHORS IN HEAD1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65.REFERENCING SHEET 25,THE COLUMN USING ® R�F A--' RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED 'x n�Ti F DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375'MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD' FENESTRATION DETAILS. szgg U PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.850-MULLION(LENGTH=72',OPENING WIDTH=70`)HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE It 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENDTH n 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 2X6 j/ ANGLE CLIPS WITH(4)Al2 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z SEEE Q F 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 LLJ 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 _ 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D !n IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+IE0.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS,ALTERNATIVELY, LU n NO ANCHORS IN WINDOWSILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m m 32-----{�-- ••,• I F-MULL 1111TH, / 636 LBS ,. :p.-- (60 PSF)X\ )=524.9 LBS--(NIAY BE USED TO QUALIFY It 10 STEEL SCREWS FROM TABLE 4B) ' OPENING WIDTH, 72.7 PSF - ,, ,/. a _,,,' ,.',.• - �, _ m g ` THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A - " GZ DESIGN PRESSURE OF 45o.01-55.o PSF. J G a� Q •7 FOR THE VERTICAL MULLION: Fzz- Q N `o 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1'=105"AND THE OPENING WIDTH IS 36"+36'+1"=73".REFERENCING SHEET 25, Q Z a 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 (pEXAMPLE 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. U) J S LU D MULL WIDTHFROM TABLE 3A,SHEET 7.THE 1-X 2.75•X.375'MULLION(LENGTH=108',OPENING WIDTH=OO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 15+1-15.1 PSF LL' -I I AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Q 3 FROM TABLE 12A SHEET 16,THE 2"X 4'X.250"MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Z o o SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. CL 0)m SEE DETAILS, bi� b ma 32 FENESTRATION SHE3TS BECAUSE ITIS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'-74",NOT 73'AS PREVIOUSLY PRObUGrS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING,ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-112"+35.112'+2"=73"). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE,IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION -� - USING THE STANDARD CUP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE. SEE DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LOS. & OPENING SHEETS 2-3 SHEETS 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 HoaIZ. MULLION TYPE COULD BE CHOSEN. MULLION PRMUCTRIIVISED 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=l 06".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE as conlplIm with Gla Florift USED.FROM TABLE 12A,SHEET 16,THE 2"X 4-X.260'MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE IAl`ttdl�aaga� 16.021 S•03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E Pintillm Daltmil f SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" IIy SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH I'm Dade Pr 2S (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED L T Ij ANCHOR CAPACITY OF 521 LBS. ��\ \SI LYNW iv,' ///// 38',HOwz. 36',HORR 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR :�i.��.•'\,\CL-LYSt''•�`.Q /� —MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LOS.THE _ IFS---OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. lyo.:i9'l05 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: y A. = +1-64.7 PSF FROM THE VERTICAL MULLION; -'C1 �"r�)a[ I k) rY.= - ff(� O +1-170.0 PSF FROM THE 38"HORIZONTAL MULLION ATTACHING TO CMU; �;�(1•. +1.170:0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). •:�)'•- S"AI E 0- �JI(1 THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��,••'• /`LOi<ID�;'.''�(_:y`:: VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ///S�/() Y\ NAt. PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAM11111 ,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 A EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: ® Pu off qgq PNP N qi PW PW o re PW I I I � gN SHIDH SHIDH - SSH^IDPHEl VIA PW PW Pim F- 4 � U PwN to ' a o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j m o O C3 F SILL OF WINDOWS NOT ANCHORED rl� WITH INTERSECTING HOR17JONTAL MULLIONS / �/ / / I=-' J J HINGED DOOR �. y - ..• �,,'.. - . '-- •LOADING OF VERTICAL MULLION W ..._ PW n�Z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q EL d. PW - I Z Q rn o _ I Z 8CII I PW PW qq / 1 PW N O m 8 � PW - - LU O Y Y SHIDH_ - SHIDx 0 Q O O Z�io'0 �� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j PW PW HR 1 �. - I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P, HINGED I NOTES: DOOR PW _ PW I t:{CsflUCT REV{SC•D 1 vs complying wish Aho Raidn I _ t DRAWINGS ARE Building Code - - RERESENTATIONS OF TYPICAL Acoepl�rceNo p I PW CONFIGURATIONS. r imtl Dale 2p� PWCONFIGURATIONS NOT SHOWN / MAY BE EXTRAPOLATED FROM Miran' a ProduU DO / THOSESHOWN. (j I 2 IF THE LOADING TYPE CANNOT )V� ) BE DETERMINED,USE `�` P-7 W RECTANGULAR LOADING. .� �10EIdyF •.•� PW PW I {. 1 / 3 SEE PRODUCTS APPROVAL FOR ' ) `-i, ' No.58705 I / ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I - PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / ='U'•(/t '� p; OF I �i ult j'I.1 �• �• LOADING OF VERTICAL LOADING OF HORIZONTAL A.L•vNry�I�.�Rj�.E. MULLION MULLION FL P.E.#58705