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Florida Building Code Online Page 1 of 2 " x f4Y r afiNaT; ti'b ""!.y^' r ^' d a - ' + 'S k Al "4T Ij i '� kk ipr ✓;L' '«2:µ.:.«;..<'.a..�x ' t r'IKIR ;.,._.-S.. Q. • ' BCIS Home Log In g User Registration f Hot Topics .' Submit Surc r(q'q stat&Facts s Publications i FSC Staff BCIS Site Map Links ; Search } LZ C dbiProduct Approval UP o I-„�,5e'�USER:Public User f, -'aeS Product Approval Menu>Product or Avolication Search>Application List>Application Detail w'g `s7'"'�', a ' ”" s� FL# ;edlo x ,�' # ,--� 1,�a, Application Type Code Version Application Status *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 Address/Phone/Email 1070 Technology Dr' North Venice,F 275 00 Ext 22318 drua rk@pgtind ustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski m Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 m (941)486-0100 Ext 21140 jrosowski@pgtindustries.com l" Quality Assurance Representative I I Address/Phone/Email t C Category Windows Z� Subcategory Mullions c3 07 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=wGEVXQwtDquaucolwmuGt... 11/28/2016 Florida Building Code Online Page 2 of 2 Summary of Products FL# Model,Number or Name Description 261.1 IMullions for All Doors and Windows Aluminum/Vinyl Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL261 Pin C CAC 16.0218.03.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NCA)for FL261 RIO II 16-0218.03.odf 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: fis. a'4� Contact Us::2601 Blair Stone Road,Tallahassee FL"32399 Phone:850-487-1624 The State of Florida is an AA/EEO employer.Cooyriaht 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 apublic-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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: taa 1�9-1 Rid ' Credit Cerci Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGt... 11/28/2016 MIAMI-RADE i*'IIAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RI;SOURCFS(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwv.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations-governing the use of construction materials. Tho documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(Ili Miami-Dade County),and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianii--Dade County Product Control Section that this product or material fails to mcgt the a uiremcnts of the applicable building code. This product is approved as des ,erein, and has been design 1 with the Florida Building Code,including the High Ve city Hurricane Zone. DESCRIPTION: Series PGT"Clipped Extruded Aluminum ube Mullion—L.M.I. APPROVAL DOCVME rawiug No. 6300JR, titled "Impact Resistant Aluminum Tu Mullions", sheets 1 through 25 of 25, pr red—i; nufactucer, dated 08/29/11 revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., eanng t ie iami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be,done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building'Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI•DADE COUNTY Expiration Date: May 26,2021 �IVE0 ��l� Approval Date:April 14 Page 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under NOA No. 10-08.19.OS) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets I .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 on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with.marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. LJ �Iantte a ez,P.E. Product Cont of aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE!SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-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. 14-1.105.01, 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. ManuelPe*,P.E. Product Contr t E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE • � � 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 IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES... ...1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS.......................-...1 d 0 FIGURE 1: ELEVATIONS...................................1 k' MULL702X WOOD._...........•........2 o. MULTIPLE —OPENING WIDTH FOR VERTICAL MULL- ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 5X d MASONRY..............2 0�` a O MULLIONS 1`I� - '� 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 / AD,G,H;� RECTANWLAfi NOT HAVE A GAP OF MORE THAN 114"FROM THE CLIP. MULL TO MASONRY.......................3 SHEETS 2.3 111111 —SHAPE MULL TO STEEL STUD...................a 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL 70 MULL................................3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 UJ LLJ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. AL7ERNATATE CLIPS.....................q O VJ // \ BAY MULL INSTALLATION..............4 1 X 2X.125 MULL SPECS...............5 J W WSTRUC PROPER HEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE iS. X 2.76 X 375 MULLS SPECS a, SEE DETAILS I {� �I 1 X 2.75 X.65 MULL SPECS...........8Z o / / III / ( 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.600 MULL SPECS...._..9 m O_ ATHRUG; Y III 1X4X.126MULLSPECS_....._.....10 q ~ SHEETS 2-3 L SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 7 -^-1- I ---- `ATHRUG; 1 X 4 X.376 TUBEMULLSPECS....11 I _ ONLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE LOWEST DESIGN 1X4 X.376'r MULL SPECS It ~ � J 11 I l I SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W OPENING ' 1.25 X 3.25 X•100 MULL SPECS.....13 Z W.2 VERT. HEIGHT 8)WHEN FINDING YOUR SIZE M THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.824 MULL SPECS 14 MULL FOR p 1 Ud LENGTH HORIZONTAL 2X X3.94 MULL PEC SPECS.....16 MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST z X a%.25 MULL SPECS................t8 J 4 Z SEE DETAIL E, 2 X 8 X.25 MULL SPECS................17 a-- BEANCHOREA PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q SHEET 3 1.28 X 2.11 X.126 MULL SPECS....18 r AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT f- 90°X 326 BAY MULL SPECS_.....-.19O_ REACTIONS. 45'%3.26 BAY MULL SPECS.........20 Q 0 Z MULLION&CLIP DIMENSIONS......21.23 )-'- Z W.O FENESTRATION B)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGORE-GATOR NOAS EXAMPLES 1 62..............................24 PROWCTS MAYI LOADING EXAMPLES......................25 W BE OF ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Of W Y Y / MUST BECODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F, Z V) U) BY PGT�TUREO PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q C7 Q O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ EL Z'O s.0 V HDw � /SEao G.H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING �� � II---- SHEETS 2-3 W IDTHIHEIGHT 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. MULLI— HDRIZ.MULL LENGTH----1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. F--D INS WI --y _ _ { "i LENGTH I' _II _ _ I }{ - 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/(RAPEZOIDAL". I� >d OPENING — _ 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED + HEIGHT ) as complying wilh We Florida FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE "uilding Code OPENING MULL HORIL VERT. MULLION CAPACITY(LBS")OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSlFT'1 FOR THE OPENING OBTAINED IN Acceptance No 1 b/LL9. HEIGHT LENGTH MULL A4' MULL STEP 1). piteli Dale L — — LENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE.FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE By REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULLMULLION CAPACITY. Mimni product OPENING WIDTH _ \\5 SINGLE MULLION SINGLE MULLION FOR ENING WIDTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\ Ny LYNN ASA OPENING WIDTH ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \� \q •• ..•. e FOR VERTICAL MULL CAPACITY IS MET. ; a/\,.•''U1G£IJgE ••,CQ `1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBSIFT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE _ t`: NO.58705 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; O•.� � •.(�� 14 FLORIDA BUILDING CODE(FDC),5TH EDITION ENESTRATION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION b TE F 441 CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED F %U •20 .t\'• •ANSIfAF&PA NDS-2012 FOR WOOD CONSTRUCTION %(`O'-•F.����UP•'' •ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. �/ 5��� App(..' •AISI-S100.07IS2.2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED 1N ASPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR APERMIT. A�L/1%N � �.E• FL P. 58705 DETAILA: DETAIL B: MULLION $ MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR oxo U OR WOOD FRAMING WOOD BUCK AND MASONRY AND PERSUBSTRATE, ^ (OFFSET CLIP SHOWN) ( ATTACHMENT SEE SEE TABLES I3-16B u STANDARD CLIP SHOWN BY OTHERS SEENOTE I• N I I MULLION SHEET 1 mNrc d I I I SEE SHEETS nb I MN2.7KSI LI I I CONCRETE OR CMUI ? _EITHERTHE 21-23fORHOLE ^—+ • LOCATIONS SEE SEE TABLES STANDARD O OFFSET MULL EDGE c FOREMASONRYE 1B i6B LU 8 !n LU CUPMAYBE DISTANCE , INSTALLED BY ° d ° I I FOR WOOD.(/ m I I I ANCHORS Q C) THIS METHOD. ° SCREWS L n°° I I SIDE VIEW Z � [N 250'MAX FOR ° q ALL MULLIONS ° ~ 0 ° a EITHER THE a STANDARD OR U v `L OFFSET MULL Z n� as e CLIP MAY BE a EXTERIOR ° , n INSTALLED BY H °° - EDGE THIS METHOD. Q U) O �� ° DISTANCE ear' e - e °.d FOR Q 0 N e MASONRY a ed a THE OFFSET CLIP IS ANCHORS QQ q eD RECOMMENDED FOR N JQ EO FW-FRAMED co J p EXTERIOR °° wlNDows,Bur w1r W Q ALSO BE USED FOR H OTHER FRAME TYPES. Z mo So ORm TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, —PE SU CHRATE, PER SUBSTRATE, SEE TABLES IB-165 SEE AS IB-IBB SE ETABLES 1B-16B DISTANCE DISB CKSTRIP SEE TABLES AND 18-165 j' A CHMENT EMBEDMENT BUCKSTRIP I B OTHERS. AND EMBEDMENT' S ENOTE I, ATTACHMENT SHEET I. BY OTHERS, SEE NOTE 1, ' . •. SHEET 1. . ' MIN 2.7 CMU FRONT VIEW PRODUCT REVISED SIDE VIEW as cowpjyinpwjlh We F10" BBildin8 Codc FRONT VIEW AcceplonceNo21 Bx iletinn Dete INSTALLATION NOTES: By Miemi de TlpdSd 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ����`,.••\LC,>=NSF '•.FP 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. - No.58705 —_ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Lu _ SAT ' S ,GOF 5)FORMASONRYAPPLICATIONS INMIAMI-DADECOUNTY,USE ONLY MIAMI-DADECOUNTYAPPROVED '•.FGOIi1�P•' (%j` ELCO ULTRACON OR ELCO 1!4"S.S.AGGREGATOR MASONRY ANCHORS. ���� SSS/p)��L 1;C� `\ A.L{NNIM.ILLEF2;P.E. FL P.E.#58705 DETAIL E: DETAIL C: —0.12VMIN. MULLION TO MULLIONINTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP)MASONRY STRUCTURE 1)MAY BE INSTALLED IN'TEE"OR"CROSS'(STANDARD CLIP SHOWN) � INTERSECTIONS.VARIES2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. TYP.ANCHOR NEITHER THE I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 s m STANDARD OR I EE TABLES IB-138 F . V) OR CORRESPONDING MULLIONNm m OFFSET MULL _ I I TOP VIEW z CLIP MAY BE I EDGE OI STANCE MULLION 0 (I-- INSTALLED A90 BY _ II FOR MASONRY 111 THIS METHOD. I I I VARIES W ANCHORS -f--� J I I 02 STEEL SCREWS. y SELFDRILLINGOR PRE-DRILL m w MULLION AND USE SMS �0 0 UD "oor .� m m UD F- cn Q ^ s MULLION H O EXTERIOR J 4° EDGE DISTANCE l THE OFFSET CLIP IS FOR MASONRY �„ RECOMMENDED FOR ` Z U ANCHORS 4 FIM-FRAMED INTERSECTION �p WINDOWS,BUT MAY �U-CLIP ' o- dZ ALSO BE USED FOR rc -+ OTHER FRAME TYPES. EXTERIOR Q Z a-• TYP.ANCHOR - Q 01 p a N CD PFRSUBSTRATE. 4 Z SEE TABLES 7B-138 Q . Z O mZ CO p TVP.ANCHOR SEE SHEETS 21-23 FOR —PER SUBSTRATE, HOLE LOCATIONS Q, BUCKSTRIP J AND SEE TABLES 1B-13B FRONT VIEW EDGE W ATTACHMENT DISTANCE I<- BY BY OTHERS, SEE TABLES EMBED + SEE NOTE 7, IB-1315 0 ? Q 0 0 EOGEll E z..+� . , DISTANCE �_s SEETABLES 9 >�m� MIN 2.7 KSI CONCRETE SIDE VIEW ' IN 2.7 KSICONCRETE OR CMU OR CMU 10.138S FRONT 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 PERSUBSTRATE. ® _ SEE TABLES IB-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS (9 PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ;s wnlplylag With the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Boild ng Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Aenp4.1m NOG-C&IS•nn6w-3/� \` MULLION Expimli 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. -® By 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. /� ® . Dade Pr&fict 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DI9 ANCE �!J/ ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL SEE TABLES � .••••'• FRONT VIEW 10 GA AN COMPLLIIANTWTHTTHEFLBUILDING +8-+38 ���•'��cENsr'•�4 CODE,A 2X WOOD BACKER MUST USED. c ' J(i ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW /NO.58�ry05 `� NOTES: 6 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD E OF v•-. ANCHOR VALUES MAY BE USED. - /�(�n• PLOPIOp•.•'�C�'� 2)SEE CORRESPONDING MULLION TABLES, _4n �\ SHEETS 5.20,FOR QUANTITY OF SCREWS. A,/L'YNNII 4LEF'�,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: R FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o SEE DETAILS A-E, 30'OR dr s2 g O SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. LD N MULLION II 1;E 03 0 0 z 0 0 0 0 IL-0 0 0 g w O O LU TOP VIEW N SIDE VIEW i m V o o O SHOWN WITH VX 4'X.125' I TOP VIEW I I Z m m MULLION I I I --I LL✓r> I 1 I I TYP.ANCHOR TC F j EXTERIOR I I I PER SUBSTRATE U m 2 I I / SEE TABLES 16B OR 16B Z L) $ ''+2�+��� TYP.ANCHOR 1 I STANDARDIM IONCUP 1 PER SUBSTRATE, I I EXTERIOR d MODIFIED TO FR FIELD SEE TABLES 1B-14B I T7 Q Z o CONDITIONS. 2•X 5•ANGLE CLIP, r Z Z Q p 1 1 I I 2 PER MULLION END,MUST BE Q N ZZ I I I INSTALLED INSIDE OF BAY MULL. Fa-• IQ-UZ W p MULLION I , I � ~�1--_ aa- ` I , C W Q o Y X I � 2•X5'%.125' F', pd � (/) I ANGLE CUP, `\ Ij 1 1 I 2 PER MULLION END, Q Z Q Q I I I MUST RE INSTALLED d C m(n (n I 1 I INSIDE OF MULL. �'o Q xx10 i I Cb 1 d�d62 11I f I \_TYP.ANCHOR C5 PER SUBSTRATE, SEE TABLES 1B-14B INTO WOOD, L� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. 1 EXTERIOR O SODS v;"A01+ �(}�� �� PRCAUCC REVISED Of, F as complying with$a Florida Q.� building Codc �0218• '.� ® ® INTO WOOD,STEEL, Acceplwlce NO D ® ® ALUM,CMUORMASONRY ESE O EXpiralionDatc /L) DISTANCE By ;tq R I Mi.i a Product CHOR EWE —®———®DISTANCE LOLL !///PERANCHOR NOTES FOR INSTALLATION OPTION G 8 H: �� , �YiJ'Z`V ENS ''•F� �� NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. .�;'��C ✓: 1}DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11'X.525'MULLION. 2)DETAIL G:SEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ NO.58105 LOCATIONS. - - j 2)SEE TABLES 1 B•13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, LOCATIONS. 1(� •• fLORA TF 0{,•.• CO FL #58706 TABLE 1A ® f9+ Mullion Capacb Table Iballe) S Opening Wtdlh(faryertical"pamtrgmullions)orOpening Height(forhorimnially-spamingmullions) 50 In to In 701n 80 N 901n 100In 120 M 14 In 160 In f¢, 1L p Reetanglla Tropmleng• Raet"Ift Teprelang. Rectangular TropROeng. Reetangular TrepllHeng. Raclangler TepfTdvg Reclengul4r Trop7Tdag. Rectan9ula 4apRderg. Reclanptlof Tropmlang. Rectangular 7rop/Tdeng. y"p 1 X2x.126 Leading Loading Loading Loading Loading Lending Leading Loading loading Loading Loading Coaling Loading lcadng Loading Loading Loading Loading Alum.Tube .•_ b• r_ g figg_ Pg P �g• ,r _ s rg �g' t F Y_ g �'_ .� _ �Y _ _ s �',. �' ., Mullion S� d � 8 1 1 d E� 8 N m 421n 111.9 408 129.6 332 93.2 405 116.5 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.9 408 104.0 J19 39.9 408 101.0 319 35.0 408 104.0 319 J W 481n 74.9 1 312 93.8 268 824 312 T3./ 252 53.6 312 61.0 248 18.8 312 872 246 41S 312 fi1.J 244 37.6 312 61.0 744 31.2 312 61.0 2M 28.11 312 81.0 2M 23.4 312 81.0 214 50.025 In 63.9 281 70.6 234 53.2 281 61.6 228 45.6 261 55.7 224 39.9 281 52.1 222 35.5 251 60.1 220 31.9 281 49.3 219 26.6 291 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 W O O 54 In 528 247 57.5 207 43.9 247 49.6 202 31.6 247 44.6 199 32.9 247 41.5 19829.2 247 39.4 194 26.3 247 36.4 193 21.8 2{7 38.1 19] 18.6 247 38.1 193 18.4 24T 35.1 193 mto F" c 00 In 364 200 41.2 170 320 200 35.4 196 27.4 200 31.6 163 24.0 200 28,9 lea 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 188 F- 63 In -631n 33.1 let 35.3 165 27.8 101 30.3 152 23.7 101 269 149 20.7 161 24.5 146 16A 181 22.8 iM 16.8 181 21.7 143 661n 28.6 165 J0.6 142 24.0 165 26.1 139 20.0 165 23.1 1J8 16.0 165 21.0 134 LLI Z (� } 121n 222 139 23.3 120 18.6 139 19.9 Its 15.9 139 11.5 116 f}L 781n 169 126 19.7 109 15.7 125 10.6 107 J N� Z a lain 17.6 119 111.2 104 Z 5QB50 TABLE I B ANCHOR CAPACITY ADJUSTMENT FORMULA: to s z ao p CD Anchor Ca act Table jibe) ANCHOR CAPN N o oo substrate 2.7kConralo 3.5kCenw. HaRmrMU Filled PT Wood Metai (OP,)%( >=ANCHOR CAP.,., Anchor Type 3110'Elco UNeeon 114'Elco Ullman 416•Eke 3116'Eko Ulveton 114•Elca Ulbecon t!4^9S Eke 5/18'Eleo 114'86 Eko Y106teeJ N12 Steel 912 Sled � X X `1 Anchor Clip Patterns ulumon AggraGater UOmcon A99.13.10r Scmw(G5)$crew(65) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR N 1n Edge p¢lance M): 1' 2.1? 1• 2-1? 3-116• 1' 2112• 1• 2-Irr 2• 3-Ur T 11 0.54• 0.3zP CAPACITY REQUIRED"CORRESPONDING TO AN U X Q Embedment(Int 1•SU' tart' 1.3'4' 1-374' S 1-Ira• 1-11a• 1-tra• 1.114• 1-9a' 1-Ira• 2• lana tare• tedee ACTUAL PRESSURE REQUIREMENT FOR THE O O 2 Anchm 04.75•Min.O.C./Standard"Offset Cl lFip.tt 390Im 398 tW 4601ba2WA 1844 rm 270%s 2801be 3541W 740 roe 374 Itx 6641bs 946fbs 341 Ib5 44216s 5801bs OPENING, IT IS LOWER THAN THE MULLION 4'e� Z9O XO 4 Amtiors 4g 1.1a Mm.O.C.I Slandad(or Ortel)Clip(Fig.2k 460 gas 700 Iles WA WA WA Uolba WA WA WA WA WA 682 lbs 885lbs 1120 lbs CAPACITY FROM THE TABLE OF THE SELECTED ^2' dAnctors®3^Min.O.G 1(2)215 angle Qlps 7(Fq.31 760 Ras T00IDs 680911 1896 Me Seo 9>s XA lba WA 7601hs 748 ft we lb. 18g21bs 882 Ns 885 l b. MULLION.TWILL YIELOAMINIMUM ANCHOR 2 Aoahora®0.45'Min O.C.I U4'gip,Nto.125'Alum.(Fq.4} WA WA WA WA WA NIA WA WA WA WA WA WA NIA CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArvJta r F•cup Fig. st 186Iba 195!be 225 M 972 As Us Iha 110106 1T716a 370 Ns 1871M 33a lbs 473 Ws 170 roe 2211ADDITIONAL ANCHOR OPTIONS FROM THE 2AnahMQ 1.15-Min.O.CJF.q (Fig.6Y.1 240FA 350 Poo WA WA WA 19016¢ WA WA WA WA WA Miles 4421ANCHOR 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: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION as cON LOADING. as REVISED ps complying with the Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000" f-- nvilding Code Acceplatta Ito ao'�8'J ` 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ex imti Date FIGURE 3: p 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Miami o Product . . • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Ail\\ rr ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '125" \�� (LYU..... i, FIGURE 4: FIGURE 5: FIGURE6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK 1B GAUGE).STRUCTURAL STEEL TO BEAT = :• r 105 � . ( } 1•X 2'%.125'MULLION _-n,;; 1,10.,80 THE MATERIAL`#10 CK AND A.ALL ANCHORS INTO METAL SHALL SXTEND AT NCHORS INTO WOOD MAY BE STEEL,18-8 S.$.OR41ST 3 CREW THREADS BEYOND 410 S.S. 1/',IIIILJL����JJJ�J i�,L(� ,•• 1 41_ LTE OF �✓1!`. A.LYN FL P.E.#58705 TABLE 2A ®��f! Mullion Capacity Table Ibaf? Opening Width(for va dicafly-spartring mullions)or Opening He ht(far horlZonlQRY-Sparring ITUM10m) 501n 60 in 701n 801n 90 In 100 in 120 in 14010 1001n 0' O Rectangular RaprTdana. Reola,gular TmpRdang, Rect%WLll TrapRdacg. Rwlargukr Tmpndarg. Reotargaler V.PIT rc, Pw rgNar Taprrda Q' Reclaagul8r Tmpr7dwng Recwvlar TIapROam. Rest mutat TmprMang. 0 1X2%,376 Loading Loadlrg Loadne Loading L.W1.9 L.Dding Loaolpg toadbg Lowna Loedlrg Loedlll9 Loading Loading L.0604-9 Lwdlag Lwdnp 1.080110 Loading oZ,n$ COt Alum.Tube Mullion 5 9 a 42N 170.0 620 170.0 435 155.3 682 170.0 478 129.7 662 170.0 006 113.6 1372 169.6 618 100.8 662 168.8 617 80.8 682 1069 617 76.7 652 16&B 517 54.9 862 188.9 617 68.7 692 16&B fi1Y (yJ 461n 121.6 601 136.0 419 101.4 507 119.2 410 88.9 607 106.7 403 76.0 507 1026 399 67.6 507 99.6 397 60.9 507 99.0 396 50.7 501 99.0 399 43.4 607 99.0 396 380 607 99.0 386 -t y 60.6261. 103.7 456 114.8 378 664 456 We 371 74.1 456 90.5 364 840 456 &1.6 960 67.6 456 61.3 351 51.8 468 80.0 356 43.2 455 80.0 356 07.0 456 80.0 350 324 456 80.0 356 �G �Ft U) 541n 55.4 400 93.3 336 71.2 400 00.6 We 61.0 400 72.7 322 63.4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 35.6 400 61.8 313 30.5 400 61.8 313 28.7 400 91.8 313 w C3 B p lP 001n 62.3 324 66.0 276 51.0 324 67.5 270 445. 324 51.2 264 38.9 324 46.0 260 346 324 43.9 257 31.1 324 420 265 26.0 324 40.6 253 7222 324 40.5 253 19.5 324 40.6 253 � � � e31n 53.8 284 57.4 252 44.e 2B4 49.2 246 38.4 294 43.8 241 33.6 294 39.8 237 20.9 294 37.1 234 269 294 35.2 232 71.4 294 33.5 230 192 294 33.4 230 160 294 33.4 230 'g 66 In 46.8 260 49.6 230 39.0 268 42.4 225 314 268 37.5 721 292 286 341 218 2&0 269 31.6 215 234 268 29.0 212 196 266 26.0 210 18.7 268 27.7 209 14.6 268 21.7 209 � to� U% rC Z 721n 38,9 225 37.9 1% 30.0 225 32.2 let 26.1 225 28.4 160 22.6 276 25.6 185 20.0 225 215 182 18.0 225 721 100 160 225 20.3 577 129 225 19.6 176 11,3 226 19.6 176 U.1 Ili 78N W8,3168 25.5 202 27.2 173 21.8 202 23.9 170 19.2 202 21.5 167 17.0 202 18.7 165 15.3 202 18.4 163 12S 202 18.7 160 10.8 202 15.0 15B B.B 202 15.8 156 J Ili 78 in 239 592 25.1 165 20.2 192 720 162 17.7 192 197 169 1&7 192 18.1 157 14.2 192 16.8 155 11.9 IS2 15.2 152 10.1 192 14.4 150 Re 182 14.2 150 Q J 9010 16.4 144 161126Q Z N In 981n 3 t5 In y �00 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: 1n co m c o AnehotCa ao TableObs)- ANCHORCAP.,,�.,,,., � X Subabale: 2.iK Qlrluate 3.51,Con.. Halon CMU FYIed CMU PT Wood Merel (DP)X( >=ANCHOR CAP.,", r cq N MULLION CAP.,,u,,,., Anchor Type: 3115'El.o U111acon 114'Eko U trwon 5"S'Eko 3176'Elw UMtmcan 114'Elco Uteaoon 114.53 Eko 6116'Elco 114.55 Ek, M10 Slrel 6f2 Steel 012 Sled 0_7 )( Q O O AnchorClip Patterns ul5acon Ap9n:Geta USewn AppeGamr screw(GS)screw(GS) screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge olatarce0nt 1• 2-117 5• 2-117 Air 1• 2.112• 1' 2-1rr r 3.116- 2• 0.45' 0.546 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN IL ` Z�'O rQ Embedment(trk 1.311' 1.314• 1-314' 1514' Y t-tit' 1.114' 1-114• 1-114• 1-114' 1-174• 7 1510' 1518' vanes ACTUAL PRESSURE REQUIREMENT FOR THE _��' go m� OPENING,WHEN IT IS LOWER THAN THE MULLION 6 2 Anchors 4.75'Min.O.C.I Standard on Offset QIP(Fig.1): 390Ibs 39D ba 450 ba 890 bs 1644 bs 270 H. 280 bs 354 bn 7401oe 3741bs 061 tbs 4481m 311 Rs 442 lb. 5601b5 ` o�m3•� 4 Anctrrs®1.15•Min,O.C.l sten64rd("OBeet)ap(Fg.27 460Ita 700Ibs MA WA WA WA 300 Iw WA WA WA WA WA 682 bs 86510.1 IVOW CAPACITY(FROM THE TABLE)OF THE SELECTED q Anchu4 3•MN.O-C.1(2)2K5Ardc Clips I(Fg.3r 780[Us 700[be See[be 15609. 18860. 540 roe 560 ba WA 760lbe 7481bs See Ibs te92 U 682lba 885[be 1126 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 An.lmm®0.45•Min.O.C./U4,11D.N10.125'Alum.(Fq.4): WA WA WA WA NIA WA NIA WA WA WA WA WA WA NIA 7 CAPACITY WHICH MAYBE USED TO QUALIFY l Afohorl F�7ip 09.5): 195 lbs 195 be 2251ba 4451be 8221be 1351bs 140 Was 1771be 370 Its 187lbe 332 IM 4731ba 170 Ns 22nes 28D lba ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhate 1.iVMN.O.C.1F4Ci Fg.B• 240W 350be WA WA NIA WA 190 lbs NIA MIA WA WA WA 11Ds N2 bn 560100 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'RODI(CT REVISED at complying with 740 Fiat)da 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Duildut8 Code 7.000" Ac4eptwrc4 Too I -DZ •D3 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, �"� Explretion Dale 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. BY FIGURE 3: Miami c huduct 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1 I I l l 2.000' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \`1 ( LYlJ�Y FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I I \�` \\ON.......•. Z ANGLE CLIP MUST BE USED IN PAIRS. LJ37b" :'• V10EhSC -'`� 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 1i No.. FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2X.375"MULLIONZw ' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND "-O !� $ b �'' THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 4 :'1U ;(� s;:rr FLoRW A.L7YNN MWBEF�P.E. FL P.E.#58705 TABLE 3A a Ile Mullion Capacity W#es Tabla lOI Opening Wilth(for veAlcelyspenNngmtlllons)orOpeningHaight(for horizontally-spanning mUllon9) 601n ng in rein 60 In BO In 100 N 120 N 1401n 160 in 9v p R+ctmWlar TropRdang. Rectenpnlar TreNrdenp. ReotmgUm TrapRdeng. ReeWnpUer 17aI91rrteng• ReclengUer TroplTdmg. RectongU4r TreplTdang. Reotenp0er 4epnllanp. Reotanplar 7repRdeng. Rectenp9m Treplfrlang. �d$ 4 X2.75x lying Loading Loading Loading Loading Wading Loading Loading LoaGn9 Loading Loading Loading Waring Loafing Loading LoaMg W9diag Laadllg gY .376 Alum. Tube _ '� ,. b' .& :�'.. .& to g .. .. ... r` Mullion � � � � � _ � g �� _ � �� � � � � N gSa� }�1 7$�( ��' }fit g tr$ yFc�qg egg .4 }E1 }fir lEg� 6� �p �m� y fi� � a� 9 a� `� z �n L Cn Eco. dB g� d d Mo d8 d d did 2 �E d �. A K O 1_U _j 170.0 020 170.0 435 170.0 744 170.0 478 t70.O SH 170.0 508 170.0 992 170.0 Big 170.0 1116 170.0 621 170.0 1240 170.0 621 145.7 1301 170.0 521 127.6 1301 170.0 621 111.6 1301 170.0 521 W 481. 170.0 705 170.0 524 170.0 650 170.0 581 170.0 992 1700 630 170.0 1133 170.0 631 151.2 1139 VDD 6n 138.0 1138 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 880 BSA 1139 170.0 680 � 2 50.625 In 170.0 747 170A 563 170.0 588 170.0 631 167.5 1032 1700 684 148.8 1032 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 766 W,9 1032 170.0 756 73A 1032 170.0 758 of n N 54 N 170.0 797 17OA 612 161.3 007 170.0 691 135.2 907 184.7 730 120.9 907 152.6 720 107.5 907 145.0 714 08.8 907 141.1 710 80.6 007 140.0 709 69.1 007 140.0 709 60.5 907 140.0 709 10 O O 60 in 141,1 735 151.5 625 117,6 735 130.3 611 100.8 735 118.0 690 88.2 735 106.2 690 78.4 733 99.6 563 70.5 735 95.1 570 50.8 735 01,8 574 50A 735 91.6 574 44.1 735 91.5 674 F=- to J 53 N 121.8 868 130.0 570 101.0 6511 111.5 557 07.0 age 08.9 647 76.2 We 90.1 538 67.7 666 63.9 631 We 668 79.8 525 50.0 866 75.6 521 43.6 666 75.6 521 38.1 885 75.6 521 N J 66N 108.0 807 5121 522 88.3 601 86.1 511 7S7 607 85.D 601 88.2 fiDl 77.1 483 60.9 607 71.5 466 53.0 807 67.8 IBt 44.2 607 85A 178 37.8 807 82.7 474 33.1 607 82.7 474 Z W g p�' 72 N 61.6 510 87.8 143 66.D 510 73.0 /JI 58.3 f0 81.3 426 51.0 610 57,8 419 45.4 510 53.3 413 40.8 510 50A 408 34.0 010 15A 102 282 510 44.4 399 27.5 510 N.3 388 ' J atW na 76 N BSA 458 72.5 We 57.8 458 81.7 392 49,6 455 54.1 385 43.4 458 48.0 '370 38.6 455 44.8 373 34.7 158 41.6 368 26.9 158 37.7 302 24.8 458 36.0 369 21.7 458 35.7 356 J -1� c-S$ dZ 7e In 64.2 435 67.0 3al 53.5 435 SBA 37J 45.9 435 49.8 386 40.1 435 M.7 360 35.7 435 40.6 355 32.1 435 36.1 351 20.5 435 34A 344 22,9 435 328 341 20.1 435 32.2 340 Q 00In 41.8 327 p,1 200 34.5 327 30A 267 29.9 327 31.8 28o 26.1 327 25.3 275 23.2 327 25.7 271 20.9 327 23.7 288 17A 327 21.0 262 t4.9 327 19.3 268 Q U3 Z N G ee In 34.4 287 35.1 257 26.7 287 28.8 262 24.8 267 28.0 245 21.6 287 23.1 241 18.1 207 20.9 210 17.2 207 18.3 237 144 297 18.9 232 C7 8 B p y� 108In 2+3 227 24.7 205 20.2 227 20.6 201 17.3 227 10.0 798 15.1 16.0 105 ' (n XUj LD o Ill In 223 215 227 191 10.0 215 18.1 181 16.0 215 16.6 186 N N Q 120 In 17.6 184 17.6 167 V X TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0."� Z in Anchor Capaoltv Table(lbs) 01 Substrel>. 270 Corcrefe 3.Sk Cane. Horror CBtU Fuel CMU PTviow Metal (DP-)) ( )=ANCHOR CAP.,," SlV Elco 114-3S Eko 5110'Elco 114•ES Elco 01081001 012 Sleol 012 Steel MULLION CAP.,o,,,,, P oc 0-3 � Anchor Cllp Paheme Anchor Type: 3116'Ecco Ullrxon tq•E"ulwun ulweon 3I1B'Eko UIIraCon 111"Elco Uprecm A9preGaIor I9lmcon AggmGatw screw(O5)sonm(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dstanea(N): T 2-12' 1' 2-17 3-1180 1' 2-Ur 1" x-102' r 3•11a 2' 0.48•. D.SP 0.3x4• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmmll(In1-314' 1-314' 1-3'4" 1-314' r 1-111' t•1N• 1-114' 1.114' 1-114' 1.114' 2' 1378' 1316' tenka ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors A 43VMin.O.C.IS.nOmdorChoi Clip(Fig.1: 390166 39Dlb6 450166 690.6 1644003 270 Do 230lba 354 nn 140 ft 3741bs 064lba 945160 34116+: +Ix1bs 5B01bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm6 0 1.15-MN.O.C.fsmndad(or apse0 Clip t.2r 480.s 700@7 WA WA WA WA 3601b6 WA WA WA WA WA 682.0 dies lm nzo l6e CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anclare 403"Min.O.C.1(22x5 An&Cup,1(Fig.3): 780 ft 700166 660lbs 1660166 1898.6 540003 560 lbs WA 760 lbs 745 ft 8801bs te92lbs 002 2. ees 1ba 1120los MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 A1Chom®0.15'Min.O.C.l UIOp,InIo.12V Alum.n.4r WA WA WA WA WA WA WA WA WA WA WA WA WA NIA T151ba CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anetror/FCI'pffq.5k 195109 19510. 225169 445 Ws 022 W9 1]71- 1401b6 177lbs 370 ft 107Ibs 332109 47315 170 Wa rn.a 2B0lbs ADDITIONAL ANCHOR OP TIONS FROM THE 2AWhma 1,15'M6r.O.C1FC1 F10,6' 2401.0 35010.9 WA WA WA' NIA 190.9 WA WA WA WA WA 341 Ws 4121he 560 Wa 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 �J as complying wish the Fllxlds BuildingCode p?a8• Acaplaboc No L6 410 - FIGURE 1: FIGURE 2: TABLE NOTES: � 6zpiration Data 2OQ( --� 1.000" �-- • 1)SEE SHEET'I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M1 9i do tkoduct Cbnbt7l FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� N{ LYldnV r//1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750" � � .• 1%CENSE''• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. X'•' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. pIC. '8705- `t ANGLE CLIP MUST BE USED IN PAIRS. ��ti 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •375, �,�,f� FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED '0 ('4 JIQp b ,;r YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126" ! THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 7"X 2.75'X.375' C) S F G��F ® LLl1� MULLION ' T •'•., • LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND FLORIDP..' Cots ,.. .•-• • � � THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-0 S.S.OR 410 S.S, A!4 F ��4HR,P.E. L #58705 TABLE 4A ®� + 1np tr Mullion Capscity 7961e I1se1R1 Opening Width(forveNca*sparWrg m lions)or Opening Holgh1(for hodmrta*spem rg mUlions) 50 In 80 In 701n 50 H BO In to01n 1201n 1401n 1601n - $ RmtmguW TreplTeW . RectwVdu Ire u 7 x2.76x NT a Reclenpllar 7tep/Tdeng. Racfengliu TrepfMang. Reclangller TmpRdwg. RaGernpl4u TreplTdenO Rnntan9dar Trepl7lten8 I7ealertgrdu TrepRdang. Rectangular TrLoadingg• d1F Loedlrp Lcadna Load.0 Laedng Loaft Loadv Wadn9 LOadng Loadmg Loadrtg Loadng Loadlg Loadmg Leadng Lwdn9 Iwdng 1.0adng Loading oY E U '550 A] g �$• g fig• �y ,�y Tube s Mullion g a <- ue 00 € h. �$ 6$ F$ tae $ , � a € s$ � is rn `°� w 42 In 770.0 620 170.0 435 170.0 7M 170.0 478 170.0 585 170.0 500 170.0 9B2 170.0 519 110.0 1Ile 110.0 521 170.0 1240 170.0 521 170.0 14M 170.0 521 159,7 1820 170.0 521 13&8 1620 170.0 521 J W 481n 170.0 705 170.0 624 170.0 850 170.0 5M 170.0 092 170,0 B10 170.0 1133 170.0 881 170.0 1275 170.0 Bn 170.0 1417 170,0 BBO 141.7 1477 170.0 850 121.5 1417 170,0 880 106.9 1417 170.0 650 _ �W 50.6251. 570.0 747 170.0 563 170.0 698 170.0 631 170.0 1018 1700 684 170.0 1185 170.0 723 1628 1288 170.0 747 748.3 1288 170.0 755 121.8 1288 170.0 750 104.5 12M 170.0 750 01.4 1288 170.0 758 W O 0 5{H 170.0 787 170.0 812 170.0 058 170.0 881 170.0 1118 170.0 T5/ 150.7 1130 170.0 603 133.8 1130 170.0 837 120.6 1730 170.0 956 100.5 1130 170.0 581 88.1 1130 170.0 $61 75.3 1130 170.0 681 O r cc In 170.0 985 170.0 701 148.5 015 1823 701 1255 015 144.5 745 100.0 015 1323 736 07,6 015 123.9 725 07.8 015 158.5 720 73,2 916 114.4 715 62.0 015 114.4 715 54.0 075 114.4 715 H O J fA 63 H 151.0 930 181.8 7t0 728,5 930 138.9 884 1085 630 123.2 681 84.9 930 7122 870 84,4 630 104.6 602 759 030 80,4 SW 81.3 830 04,5 649 54.2 630 94,1 649 47.4 830 04.1 640 Z W m 68 In 132.1 751 140.0 850 110.0 787 119.5 e38 84.3 757 105.9 624 82.5 767 08.1 614 73.4 757 80.1 eW 68.0 757 84.2 SM 550 757 70.0 503 47.2 751 782 59t 41.3 757 78.2 581 a. S 72 In 101.7 639 109.5 5S2 54.8 SM 91.0 640 727 630 $0.1 530 83.0 838 722 521 585 638 60.5 614 50.9 838 623 506 424 538 57.2 500 38.3 838 553 497 31.8 836 55.2 497 J iW 781. 80.5 571 90.1 495 aA 571 78,8 468 8. 571 67.4 479 64.1 571 60.6 471 48.0 571 55.5 484 43.2 571 51.6 458 3¢.0 571 47.0 451 30.8 571 44.5 447 27.0 571 44.5 M8 Q �o � r 781. 80.0 542 03.1 474 68.1 542 70.e 485 57.1 542 62.1 456 50.0 542 557 MB 4l4 542 51.0 N2 40.0 &2 47.5 437 333 542 12,0 429 28.8 542 486 425 25.0 542 40.1 423 Z C ¢ N O BOIn 521 1,T 53.7 361 43.4 407 45.4 355 17.2 407 30.8 349 32.5 407 35.3 3U 28.0 101 32.1 338 28.0 407 20.5 0.31 21.7 407 20.1 327 18.5 107 21.1 371 15.3 407 23.0 1,18 Q Z c o De In 429 358 44.1 320 35.e 355 37.2 314 30.7 ase 32.4 ao9 29.8 ase 286 as 23.8 355 28.1 300 2+.5 3511 24,0 296 57.9 ase 21,0 259 15.0. ase 19.2 204 N 108 H 30,1 2B3 30.9 255 25.1 283 26.9 251 21.1, 263 22.5 247 18.8 263 19.9 2M 16.7 263 78.0 240 16.1 283 16.5 237 � N ti Y SC 111 h 27.0 281 28.3 242 23.1 287 23.6 230 19,5 267 20.6 235 17.3 267 18.3 231 154 207 10.5 228 �, N (A (n 120H 220 228 22.] 209 18.3 228 78B 205 15.7 228 16.2 202 U X ¢ O O'_ Q.r ZOO 4n: TABLE 4B ANCHO CAPACITY ADJUSTMENT FORMULA: AnchorC act Table the ANCHOR CAP.,,,,,,,,, D_ substrate: 2Tk rate 3.5k Conc, 35111orlCMU Fned OMU PT Wood Metal (DP o)X( )=ANCHOR CAP.u, ` 5'18'Elco 114'99 Eko 5116'Eko 1/4'SS EIC0 010 Steel 012 Sleet 012 Sled MULLION CAP.,K•,,,,• AnehorCllp Patteme Anchortype; 3116'Elco ulaecal 110.'Eko Uerecan ul8aeen Sr18"E100 UI6ac.n 114^Eko UI)acan p0�0alw ueracm AOOreGeta Screw(05)Screw(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olslarce Tm): 1' 2-12 1" 2-ire' 3-116' 1^ z-t0." 1. 2.1rr r 3-v0. 2' 0.44' 0.54' 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN Embedment MY 1.314" 1.314' taro' 1-314' r 1-114• 1-v4" I-t0.• 1-114• 1-v4" I-Ira^ r tate^ tare- techs ACTUAL PRESSURE REQUIREMENT FOR THE 2Amrama 4.75'MN.O.C.f Standard w 0ftet Clip(Fig.1): 3901bs 3901 450 Its 890 ma 1644 ws 270 roe 2800.w 3541bs 7401ha 370.Ibe 6641bs 9461be 30 Firs 142 tire We= OPENING,WHEN IT I5 LOWER7HIW THE MULLION 4 Amhae Q 1.15'MH.O.C.1 Standard(of 0%61)Clip(ft.2Y 490 w0. 700 n. WA WA WA WA 380 1b, WA NIA WA WA WA 682 toe 51 neo w0. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 An41nm 0 Y Min.O.C.1(2)2x5 Arn&Clips l(Fig.3Y 700 m 780 w0 66011,11 15M lbs 7699 w0. 640 rA 560Iba NIA 769 Its 746 IM NO 1b. 189211,11 682Ibs Da 1120Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Archm @ 0.45'MN.O.C.I Vaip,Wo A25'Awm.(Fig.4Y WA WA WA WA WA WA WA WA WA WA WA WA WA 715 w- CAPACITY WHICH MAY BE USED TO QUALIFY 1 Area r FCrg(FW 51 195 are 1959. 2251ba 445 w. 622 we 135 w0. 140(be 1T70w 3701.11 157 lbs 3321ba 473 we Ila 1b. 221 los 2BOIOa ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancbors{0 1.15'Min.QCJ F-01(Ftp.Orl 240 w0. 350Ibs WA WA WA WA 190 Its WA WA WA WA WA 341 D5 44211,9 580 w0. ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED CIRCLED VALUES ARE USED IN-THE EXAMPLE ON SHEET 24. m c ,plyin5wiH1010 FIo1Milk Building Code %6-ft Ab-c3 FIGURE 1: FIGURE 2: TABLE NOTES: 1.� Aaeptance l --� 1.000" I Expiration Dau 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r Mimi d"I 1 j I1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I •, 111/4 FIGURE 3: t0 C �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" ` 'Ml •�10EIJSE %Q HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 6�. ;�;a' :• (Y-'` CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C WOOD SHALL BE PRESSURE-TREATED '� .7 [/ 11J; FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' rU'. STAT-OF .W THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ��'Tj�•'•.,FLOFitDp;••' ('j : LEAST.126"THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75"X.650'MULLION i S'p •••••••' THE MATERIAL 010 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. Irri1111 A,LYNN MILLER,P.E. FL P,E.#68705 TABLE 5A o � + 5n q Capacityf7WllionTable IbeM2 � Opening Width(tor vertica*spamltlp mullions)or Opening Haight(for hodmraaly-3par41rig muilo 5) 1111 C 11. 5010 So In 701n 60 in 901n loo in 1201. 1401n lee in j o Raclwglda Trapflld . Raclengular TrarJTdup. Raotmp.dar Dap/Tdang. Reatorvier Trapirdane. Ract.VA Treprtdarg. Rt tan radar Tmpltllm8. RKtagula TraplTdarp. Radwgq.1 TrapTAety Recteng der Tt�lidug. o�q b 1"x3.126"x LoaAnQ Loading Loafing Laadno Loading Leading Loading Loading Loading Lowing Loading Loading Loading Loading Loading Lnadng Loading Waft R '��1++ u� .500"Alum 2: a Z' F ,. a .F ,. a,. .. .P F 8 2" n p Tube $ � $ e� $ q �gp $� $ $g N S s7 V o V V ct i3 a V ISS � y^y V V V V�' V_ a cS V u� � 23�v 413 ts`• y in 52 �$ 8Lb. (n E s rc e s a sc ¢ s �o d` g� d 25c a s dr x Scqj c d`rc 1 O 421n 170.0 620 170.0 435 170.0 744 170.0 416 170.0 gee 170.0 We 170.0 BBE 170.0 518 170.0 1118 170.0 521 170.0 1248 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 154.4 1802 IT0.0 521 w 451n 170.0 708 170.0 524 170.0 050 170,0 664 170.0 992 170.0 WO 170,0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 6110 157.7 1577 170.0 We 135.1 1577 170.0 680 116.2 1577 170.0 690 7 = td 2 N 50.0251. 1710 747 170.0 507 170.0 896 170.0 631 170.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 11% 170.0 768 127,5 1495 170.0 756 108.3 1495 170.0 756 W C3 o Q 64 In 170.0 707 170.0 012 170,0 050 170.0 691 170.0 1118 170.0 754 Vol) 1275 170.0 603 186.1 1101 t70.0 837 149,5 1401 170.0 958 124.8 1401 170.0 8111 198.8 1101 170.0 6111 0].4 1101 170,0 601 � Com'] ~ LL 601n 170.0 980 170.0 701 170.0 1063 170,0 707 158.5 1156 170.0 078 138.7 1158 167.0 928 1233 7156 156.6 917 111.0 1165 149.7 910 92.5 1156 144.5 003 70.3 1156 144,5 003 00.4 1158 144.5 903 F- 63 N 170.0 910 170.0 TIS 159.8 1040 170.0 850 137.0 1019 155.5 860 119.8 1010 141.7 618 108,5 1049 132.0 W4 95.0 1D49 125.5 828 70.0 1049 119.3 820 08B 1049 life 819 59.9 1049 flee 819 � (n 66 In 180.8 055 170.0 788 139.0 855 155.3 801 119.1 955 133.7 785 104.2 955 121.4 776 92.6 055 112.6 765 834 1155 100.4 761 69.6 9% 98.0 749 59,8 955 98.7 74d 521 955 86.7 748 Z LU p j 72 In 12U 803 134.9 697 107.0 6W 114.9 682 91,0 803 101.1 670 80.3 803 91.2 669 714 603 53.0 849 64.2 803 78.6 642 53.5 8W 722 832 45A 003 69,8 620 f0.) 803 89.7 e27 � J� `U KZ 781. 100.2 721 114.1 620 01.0 721 97.0 515 76.0 721 05.1 006 66.3 721 78,5 505 00.7 721 70,1 508 64.6 721, 65.4 570 45.6 121 59.4 569 39.0 721 56,6 581 34.1 721 56.1 663 Q 78 In 101.0 004 105.4 599 04,2 864 80.4 561 722 684 76.4 516 611 661 7DA 5e7 50.1 664 54.4 558 50.5 6114 59.0 551 42.1 801 54.1 541 30.1 e84 51.3 530 31.6 084 50.0 534 Z Q go In 65.6 514 87.9 458 54.6 614 67.3 448 47.0 514 60.0 NB 41.1 514 44.0 433 36.6 514 40.5 427 329 614 37,3 421 27.4 614 33.0 412 235 514 304 403 20.0 614 29.0 403 h u?ssrrz ZZO 901n 64.2 452 55.7 404 45,2 452 47,0 396 35.7 452 40.8 380 JJ.O 432 30.4 364 30.1 452 720 37a 27.1 452 30.3 373 72.6 452 20.6 355 19.4 452 24.2 360 16.0 452 226 355 4117 iW In 38.1 357 36.0 322 31.7 357 327 317 27.2 357 264 312 23.6 357 252 3D8 21.1 357 72.7 303 10.0 357 20.6 290 15.9 357 18.0 293 13.0 357 18.2 25'7 11.0 357 15.0 261 Ul CV 111 of In 35.1 330 35.8 308 29.2 058 J0.1 301 25.0 336 26.1 296 21.8 3J8 2J.1 2112 79.5 338 20.6 286 17.5 339 10.0 2114 14.6 3311 165 276 12.5 310 14.5 273 11.0 336 136 280 Cn fA U 12044 27.7 289 28.2 283 23.1 289 23.7 259 10.6 289 20.5 256 17.3 288 ICA 252 15.4 289 18.1 248 13.9 289 14.8 245 11.6 289 128 210 9.11 2811 11.4 236 8.T 2119 10.4 232 U x Q U U TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ Z m0 AnchorCa 9G Ta01e IW AULL CAP.,,a,,,, S0 a S.D.W. 2.711 Comnle 351,Corte. HOW CIAU FWd CMU 11 PT WOm Mt4a (OP-)X� =ANCHOR CAP,,,, 6x 1'E110 114-SS Elco 5116'Eko 141 SS FJco 010SWO ffl-- m2Stee1 MULLION CAP..,,,,,,, Anchor Clip Patterns ^"1^QT yts Elco Unnxm Nr EkoUn2cm U>Uxm 9iC Elco ullrxm 141 EkouNacm AgpeGaa UNacm AggreGAa scresl(GS) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR E aslarce0 1" 2-117 1' 2-117 3115- 1" 2-17 in 2-IIT T 3n✓ff 7 0.48• 0324• CAPACITY REQUIRED"CORRESPONDING TO AN Emlemtenl n Iola• taro• Iain• 1a'r T 1-141 1.141 1-1141 t-141 1.114• 1.114' 7 I'a' sales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctss®4.75-1,I,O.C.7 Slardare dr GMela 1 3 IDs J Hd 4w ms 990 1m 16a IDs 770103 leg Ms 364 ms 740165 374 As 6641ds 1103 a42 as OPENING,WHEN IT IS LOWER THAN THE MULLION 4Am"0i.WMIR O.C.I Slaldard(a471be8 CDp(Flo n 460103 700 ME IIIA WA NIA NIA 3mm NIA WA NIA NIA WA 682 lbs 8656E 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED 'I.-- 3•Mn.O.C./MVbArkgWCIIps101g37 ]soros 7110 Re ®Wits 15®ms 18061bs 540 gts 660 Ira WA 760103 749103 880166 18112103 W2®5 905 roe 1120-Its MULLION.IT WILL YIELD A MINIMUM ANCHOR .1 M 0.41 it D.C.I UCtip,W0.120'Alum gF ILA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 1073 Its CAPACITY W RICH MAY DE USED TO QUALIFY 7 Archon FCU Me 57 19610'4 196103 225 ps 4451D5 6224m 1351es 140 be 177 ms 370103 1117106 9321bs d73lDa 1701bs 721 056 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2ArKhM@I.15'Mr1O.G1FC (R9R 2401bs 950 ka NIA WA NIA NIA 1BO RE NIA WA NIA WA WA 341105 442105 [60IDs ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. - FIiODUCF RBVISBD as complying wish Ilte Flo" h 1.000`-I Building Cod. FIGURE I: FIGURE 2: TABLE NOTES: Acmplanm loo►Co-b Z1$.0 B i4elimml. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi 46dd P46dua \\\11111117'. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125" �• C\� ..,I., !1( p i FIGURE 3: 1"Z` -'\CF,hIS[ '••.'1� i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. = �••,•' � •, 4141� • • S • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NU.55705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500" _ Q,1"T CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 6'.80.WOOD SHALL BEPRESSURE-TREATED -O7FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0003-T5 AND BE A MINIMUM OF.125" 72V X 3.126'X.5'MULLION ( , \}�� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(111 GAUGE).STRUCTURAL STEEL TO BEAT r7CR\LT,r•' ® (I-VF MULLION) "C`•''•.. \ LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '��l s ••' • !�1'•C• THE MATERIAL#10 d#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A.LYI`INIMLLER,P.E. FL P.E.#58705 TABLE 6A Mullion Capacity Table Ilisfie Opening Width(for vericaltyspanrlrg mullons)or Opening Haight(for hodzonta*sparving mailolls) 5r! Q 501n 601. 701n 0010 90 In 1001. 120 in 1401n 180 N p Reetanelfer 7baplhlmig. Recle�lar Trapifdang. R.I.IiWar Trapfrdang. Roela.gJer Trep7ldeng. Ret(an9Ja TreprtduV. ReOvIldtI Traprfrlo0a. Rectangular 7rgYTdmO. Reclang9l,r 7raplTdeng. Reclanplar Trep/aleng. 1X41(.126 Loafing In`dng Looting Loading Laoang Loafing Looting Loaarg ' Loading Loading Leading Loading LOedN9 Loading Loading Loading Loading Loading oye U Alum.Tube 8 .- •ga.. .-. .�.. p a .. 'g� �$... �• .fig,. $.. .F .. .Fa.-- LL 3K� O � 13 b� 47 �I J 7 3� 0 l3� cR �� i d � C14Mullion LA � U) o r 121. 170,01 820 170.0 135 170.0 714 170.0 1 476 1170,0 868 170.01 608 170.0 992 170.0 610 1740 1118 170.0 621 170.0 1140 170.0 621 100.0 1166 1740 52l 115.6 1499 170.0 621 127.8 1499 170.0 521 J W 4B In 170.0 708 170.0 524 170.0 850 170.0 601 570.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 159.3 1303 170.0 680 130.3 1301 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 w m � 50.6251. 170.0 747 110.0 563 170.0 a99 170.0 631 170.0 1046 110.0 084 170.0 1195 570.0 723 156.1 1235 110.0 747 140.5 1235 170.0 750 IVA 1235 170.0 166 100.4 123$ 170.0 756 87.8 1235 170.0 758 W O g O 611. 170.0 791 170.0 612 170,0 958 170.0 091 170.0 1116 170.0 764 164.1 1159 170.0 803 137.2 1159 1740 631 123.6 1155 170.0 658 102.9 1168 170.0 801 562 1155 170.0 681 71.2 1150 110.0 851 Tn O 1- M 601. 170.0 047 170.0 701 166.7 1042 170.0 797 1429 1042 161.1 632 125.1 1042 146.7 615 111.2 1042 138.5 601 100.0 ID42 130.2 791 61.4 1042 125,1 182 71.5 1042 125.1 702 626 1042 125.1 762 F fD J J 631. 1740 930 170.0 745 151.2 092 163.6 ate 120.8 992 144A 799 113.4 092 131.0 782 100.6 092 121.4 796 00.7 992 111.6 766 75.6 092 IOB./ 715 94.6 992 106,0 744 66.7 002 106.0 711 661. 165.4 947 170A 760 137.6 947 t48.0 768 115,1 947 130.3 766 103.4 047 117.7 752 91.9 947 108,7 736 62.7 047 102.2 727 88.9 947 05.1 713 59.1 047 94.0 711 51.7 947 84.0 711 721n 136.9 649 1427 737 113.2 919 121.6 722 97.0 849 108.9 708 64.9 840 944 He 75.5 619 56.7 666 67.9 819 B27 675 646 619 75.3 659 45.6 840 725 652 426 049 72.4 651 2 LU p T8N 116.6 762 120.7 663P47.5 762 102.8 652 626 762 90.0 610 72.2 762 90.9 629 61.2 762 74.2 620 67.6 762 89.2 813 46.1 762 82.0 602 41A 162 69.0 697 36.1 762 89,4 695 J co Z 'L' 701. 106.8 724 IIIA 531 724 94.8 621 79.3 724 02.9 609 60.8 724 74.4 699 69.4 724 68.1 691 63.4 724 63.4 5113 44.5 724 57.3 573 38.2 724 64.3 567 33.4 724 53.5 565 F J BON 89.6 613 71.0 463 513 60.7 171 49.7 643 62.9 468 43.5 61. 47.1 458 38.8 613 {28 452 34.0 513 39.5 446 29.0 813 11.9 138 74.5 W3 32,1 430 21.7 843 30.7 428 Q "2 Z OD 0 081. 57.3 476 56.9 127 176 49.7 419 40.8 476 13.2 412 35.8 476 36.5 {O6 31.6 478 34.6 100 28.7 476 320 305 23,9 176 Ia.t 168 20.5 416 256 380 17.9 478 24.2 318 C4fl 1081n 40.3 377 41.1 341 377 34.8 335 26.8 377 30.0 330 25.2 377 26,6 325 22A 377 24.0 321 20.1 377 22,0 317 16.6 377 19.0 310 14.4 377 17.1 304 N 7III In 37.1 357 37.0 323 357 31.6 318 28.5 357 27.6 313 73.2 351 24A 309 20.6 357 22.0 305 16.6 367 20.1 301 15.1 357 17.4 284 �1201. 29.3 308 29.a 210 306 26.1 271 21.0 308 21.7 270 18.3 age 10.2 267 16.3 108 11.3 263 U Q X 1441. 17.0 212 172 196 d o Z U TABLE 66 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce acl Tabte be ANCHOR CAP.,,c,,,,,` 6aD`Imte: 271 Concrete 3.51,C- M-CMU Filed CMU PT Wood Metal (DF;,,); J=ANCHOR CAP... 5116'Elea 114-116W 5118'Elco 114'SS Eko 910 Steel �1261ee1 41291ed MULLION CAP.,,,,,,,e, Anchor Clip PaltemB AncMr Type' 3/10 Eke Ulbecon 111'Eko l9treeon UOecon vts•Eko la6econ 174'Eko UNewn Aw.C;,a unracon AggleGatar screw(Os)sown(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Mune en3 1' 2.172' 1' 2.10 3.116" 1' 2-12' 1' 2-1R' 2" 3-119" r 0.46' 0.54" 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment 04 1-314' 1.317 1.314' 1-314' T 1-114' 1414' 1.514' 1-114' 1-114' 1.114' 21 1-318' 1-31B' redo, ACTUAL PRESSURE REQUIREMENT FOR THE 2A%homQ 4.76m Min.O.C.l Stw4wd a 06ael Cap(Fig.1627• 390 bs 390 Ws 4501. 8DO b, 16441bs 2701.8 2801bs 35415. 740 The 374 Ibs 684 tbs 945 Ns 34%Ibs 4421bs SSOb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhom®228 Min.O.C.I Standard(or 06se0 Clip(Fig.3): 700 Ras 70010, 580 lbs 14101be 952 be WA 5601bs WA 630 bs WA 8801bs WA 6E21bs US Ib. 112a bs CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors®1.15'MN.O.C.I S(endwd(art31be0 Clip(Fig.4} 9601b, 1400Ibs WA NIA WA WA 78010` WA WA WA WA WA 1303 0.w 17701ba 2240 W, MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AnctWa0 rMI.O.C.1(2)245 Angle Clips I(Fla.6r.1 780 P. Tho bs 860b, 15501b, 169810. 540 Ib. 580 lips WA 760 bs 748 IW 68010. 1892lb, 6a2 1b. 6951bs 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anehm 3'M1.O.C.I 295 Anate CIO I .6Y. 1170tbe 1tt01bs 1020 bs 23401bs 2844 be 910 Poe 010 bs WA 11401b, 11221be 1320 bs 2838 1b. 102210, 1327 Ins I. Ih, ADDITIONAL ANCHOR OPTIONS FROM THE d Anchors®0.15'Mh.O.G.f U12p,N10.525"Alum.IFb.7Y WA WA WA WA WA WA WA WA WA NIA WA WA WA NIA 1/301bc ANCHOR CAPACITY TABLE ED 2Amh-Q 22S MN O.CJ FCUp(Fg.B3 3501aa 350 Poe 290 the 705 lbs 470 W. WA 280180 WA 315 bs WA 440lbs WA 3411bs 4421b8 560 IN PRODUCTRF,VIShe 4 Anchor.®1.15'Mh O,C/F4Mp ft.9] 48010. 700 be WA WA WA WA 38014` WA WA WA NIA WA 802 Ws 88516a 1120 b. 13 compl Cod with the FIt14i� 1.000' Building Codt�Ip"0218,o NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -I I'-' ncmplancc Na 3 Expiration Date TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:ff Nuamt db FMOWI • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 7 • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��• 1� i� • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��• •v1CL1`Se •'•P • • • • • • • '•,it';, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" lo.50705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - FIGURE5: FIGURE B; FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. -•C)•,-�• 1' A J 16•:f L _ • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED '•N S,(r1\1E r{ <U • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' " ' .. L SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126"THICK.STEEL ' <,iS, ,•• •• •• • • STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK ,�11 ANGLE CLIP FIGURES 58.8 MUST BE USED IN PAIRS. AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1710 S 1j1+I v 111 rrr ( ) #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1•MULLIONS' A.LYNN P.E. FL P.E.f158708705 TABLE 7A ° � A Mullion Capacity Table IbsW Open Ing Width(for vertice4-spanning mullions)or Opening Height(far hod2orielVsparrting mupans) 50 in So in 701n 80 6t gO to 100 in 1201n 140 61 160 in }� '• p Reclanplm MWIldmg. ReclanWA TrepRdatg. Rectangular Tmplideng. Ralangrdm TrepRd.n9. Rectangular TIWTdane, Ft'd djr Sar Trepfidmg• Rectangulm TraplTdang. Recla Udm nap/Mang. Rectangular M prTd.ng. 4 1%4x.376 L.eding L-11W Lowing LaadYg Loading Loading Lowing loading Loa6Mg Loading •Loading Loeding Loe°ng Lowing Loading Loading Lo9ding Loafing SZr AIum,Tube ,. &"T.r F F �^, F D ;�• ,L• �• F F �• p D �• �• ,g• D F F �• D �• F D LL 04 A m F- s Mullion Cl) �� U) 421,1 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 605 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 17D.0 521 170.0 1488 170.0 521 170,0 1735 170.0 521 170.0 IBe 170.0 521 (jJ 48 In 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 SM 170.0 1133 170.0 881 170.0 1275 170,0 677 170,0 1{17 170.0 680 170.0 1700 170.0 880 170.0 1987 170.0 880 161.8 2184 170.0 680 _ 60.W5In 170.0 747 170.0 663 170.0 996 170.0 631 170,0 1018 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 768 150.0 1919 170.0 759 138.6 1919 170.0 766 a A 3❑ 541n 170.0 797 170.0 812 170.0 SW 170.6 691 170.0 Me 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 t70.0 1594 170.0 056 159.9 1789 170.0 661 137.1 1799 170.0 661 120.0 1799 170.0 S81 m p O 03 601n 170.0 685 170.0 701 170.0 1063 170,0 707 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1694 170.0 988 155.5 1619 170.0 1033 129.8 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 co J 631n 170.0 910 170.0 745 170,0 1116 170.0 550 170.0 1302 170.0 910 170.0 1468 170.0 1015 156.7 1542 170,0 1076 141.0 1542 170.0 1122 117.5 1542 166,6 1156 100.7 1542 167.9 1157 66.1 1542 187.9 1157 { 661n 170.0 914 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 160.6 1472 170.0 1080 142,6 1472 108.6 1148 126.5 1472 168.8 1130 107.1 1472 IVA 1106 91,8 1472 146.0 1104 80.3 1472 140.0 1104 FT Z (>z >? 721n 170.0 1063 170.0 076 170.0 1275 170.0 1009 150.8 1320 1662 1101 132.0 1320 149.9 1082 117.3 1320 137.a 1066 105.8 1320 12&0 1049 68.0 1320 117.0 1024 75.4 1320 112.6 1013 617.0 1320 112.5 101258 z Ism 170.0 1122 170.0 W7 149.6 1184 159.4 1013 128.2 1164 139.9 994 t12.2 1164 1253 976 99.7 1154 115.3 964 69.0 1184 107.5 952 74.0 1184 97.6 035 64.1 1184 93.1 927 58.1 1184 92.3 923 ? -d U dZ S TO In 168.1 1124 170.0 967 136.4 1124 147.0 985 IIIIA 1124 128.8 947 103.8 1124 115.6 931 923 1174 105.8 918 83.0 1124 88.6 906 69.2 1124 69.0 690 59,3 1124 64.3 681 51,0 1124 83.2 078 Q J F-' J r 901n 108.1 614 111.6 750 90.1 044 94.3 736 77.2 S44 621 724 67.6 844 73.3 712 60.1 844 66.6 702 54.0 811 61.4 897 45.0 844 642 678 38.6 644 50.0 668 33.6 844 47.7 662 Q Z ZC N O 00 981. 89.1 742 91.5 663 74.2 742 77.2 652 83.6 742 67.2 641 55.7 742 59.0 631 49.6 742 64.1 622 44.5 742 49.8 614 37.1 742 43.8 600 31.8 742 39.8 690 27.8 742 37.5 504 O "O 1001n 62.6 BOB 63.9 530 62.1 588 53.0 521 44,7 588 40.6 513 39.1 BOB 41.4 506 34.6 686 37.3 19S 31.3 565 34.2 492 29.1 556 20.6 481 71.3 588 20.6 472 19.6 568 24.7 468 6n M A 0 � Ili In 67.6 555 68.8 503 48.0 555 49.6 495 41.2 655 42.0 407 36.0 555 38.0 480 32.0 665 342 473 28.8 655 31.3 467 24.0 655 27.1 457 20.6 555 24.3 Me 18.0 553 22.4 442 � X Y y 120 in 45.8 4575 46.4 433 30.0 475 39.0 426 326 475 33.7 420 28.6 '476 29,8 414 26.3 476 28.8 4119 228 475 24,5 404 19,0 476 21J 395 16.3 175 1&7 387 11.3 475 17.2 MI U X Q 1141,1 26.1 330 26.7 305 22.0 330 224 301 18.0 330 19.3 287 16.5 330 17.0 293 Q r Z O 0 a s 1.0 s0 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: _ u OR Anchor C act Table fibs) ANCHOR CAP.,,,,_ �� su1.tmW 2.7k C=rete 3.SkCana. Hou-CMu MW CMU PT Wood Melet (DP-)X{ >=ANCHOR CAP.,,, We*Eke '14'$S Eko 5118'Elco 114.68 Eleu 910 Steel 012 Steel 01281M MULLION CAP., Anchor Clip Patterns ArknorType: 31t8•Ekolntmca, i/a•EkoUnreem Ultmon 3It6•Ekoullrocon 44•EkoUaecon AggreGator U9mcon Ag9reGotor Scm(G5)Scrm(G5) 8c"(0) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge Oistame(in), I. 2-ire 1' 2-Vf 3-118• i' 2-Ii1' 1• 2-1/7 2' 3.116• 7 0.40' 0.54' 0x1• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment My 1-31• iT4' 1.314' 1.314' 7 1-114• 1-U4" 1-114• 14148 1-1(1• 1.114' 7 1-316' foe' aeries ACTUALPRESSURE REQUIREMENT FORTHE 2Mchma®4.75'Ma.O.C.15tmdmd err0%0 Clip(Fig.162r 39010 39010 45011. 690Ibs 1644 ks 27011. 2601bs 3541bs 74010 37411. 68410 946 r" 34110 44210 56010 OPENING,WHEN IT 15 LOWER THAN THE MULLION 4 Anchors®228 Mm.O.C./Sta !xd(or08se8 COp(FIp.33 790 @s 700 ms 580 113010 95211. WA 56015. WA 6301bs WA 660 lbs WA 682 IM 68511. 112010 CAPACITY(FROM THE TABLE)OF THE SELECTED BAmhm0l.IS Min.O.C.I SIen6e'd(an01MI)Clip ft.4k NO%3 140011. WA WA WA WA 76o1ba WA WA WA WA N/A 1383 me 1770 m. 2240 n3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors Q 3'Min.D.C.1(2)AS Angle Clips I(Flg.5$ 780 M 760 lbs6801bs 156010 189810. 540 Ibs 56010 WA 76016. 748Ib3 8801ba 18921M 68210 88511. 1120 U>s CAPACITY WHICH MAY BE USED TO QUALIFY 6 AncMrs 49 3•A6n.O.C./(2)915 Angle C0p91(Fq.B); 117010 117011. 1070 ks 234010 2644 Zs 81010 Bb l0 WA 114011. 1122 the 1320 6u 283810 102210 13z71bs 1880158 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amhm 00.45'Mh O.G I UCI;A In1o.125•A4mn.(Fig.Tr WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 Ne ANCHOR CAPACITY TABLE 2 Archers®225'Min.QCJ F-ap(Fq•By 350 W 350 ma 2D0I1. 70511. 1 476 I NIA 1 26010 WA 315 Aa I WA 44010 WA 341 ft 44211. 56010 PRODUCT REVISED 4 Amlrom 0 1.15'MN.O.C.1 F471p(Fig.94 48010 700 bo WA WA WA WA 38010 NIA N/A WA WA WA 60215. 8&511. 1120 A13s complying with 9m Florid• Building Cwnde NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -�' 1.062' �-- � 1.000' �-•- Acceptance ND j�/'Q 218.03 B piral n Date '2021 TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mlem'Dedo►roduet • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. t 1 I I I I I! • • • �� (4YNN 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \� p,\•,.••-••-. �(F i� • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4�0" �� c SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" NU 50705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - fr FIGURE 5: FIGURE 6: FIGURE7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFlCATIONS.HOLLOW AND .i,•••�jQ' D 6 : 111 • ° • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE •.• (TE r14' :•:!!= • • El PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE - '.,;,>^'••'.�LORIDI`.•'• • • 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' ,375" .375 i tC THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS ••S/�)( ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.14110 1•X 4"X.376' 1•X 4'X.375' A.LYNIVIMILL�f},P.E. ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. "T'•MULLION MULLION FL P.E.#58705 TABLE 8A 411 + R Mullion Capacity Table IbsNe) OpeningWidth(forlertlealy-spaningm16Gons)orOpeningHeight(forh0llzordely-spamhlgrni.11ions) 501n 60 in 701n 60 In 90 in loon 120 In 140 In 1601n y5�I,7I p 1.28"x Recdng t.VAor TrepR0an8. Reetenguler Tn*mlan9- Recten9uler Trep7idmg. RectengWer Trep/7rlang. Reclanp4er Tnplalenp. Recl4np.aar Tra{YTdnng. .Reclen9uler TapRden9. Reelengder TiarJTderlg. Rectangular TrepfMeng. S p LaaLoafing Loedng Loafing Loading Loading LoWng Loafing Loadhg Loading Loadng Loaare LoafingLoadng Loadng Loadn9 Loading Loadng o 3.158"x 8� .266"Alum Tube Mull a s a ase a as o a� 6 a a ay� a< o a ae a It L. r1t� 421n 170.0 620 170.01 435 170.0 744 170.0 478 170.0 aae 170.0 508 170.0 992 170.0 619 170.0 lite 170.0 621 170.0 1210 1 170.0 621 170.0 148a 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 _j W 48 h 170.0 706 170.0 624 170.0 850 170.0 SM 170.0 992 Wee 1 630 170.0 1133 170.0 681 1170.0 +275 170.0 671 170.0 1417 1 170.0 660 154.5 150 170.0 680 132.7 1549 170.0 660 116.1 1549 170.0 880 50.625In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 108 170.0 684 170.0 1195 1 170.0 723 170.0 1345 170.0 747 1 187.0 1468 170.0 758 1 139.2 1468 170.0 758 1 119.3 1 1188 170.0 756 104A 4489 170.0 759 g N 541n 170.0 707 170.0 812 110.0 956 170.0 891 170.0 1116 170.0 764 free 1275 170.0 603 153.1 1376 170.0 837 14ea 1378 170.0 656 122.3 1376 170.0 set 10.9 1376 170.0 851 91.7 1376 170.0 661 m to C3 O CO 601n 17AO 085 170.0 701 170.0 1061 170.0 797 158.9 1158 170,0 878 139.0 1150 187,4 930 123.8 1158 156.9 919 111.2 1156 150.0 912 92.7 1155 144.6 005 79.4 1158 144.8 905 69.5 1158 11{.8 905 H W O J S3 in 170.0 B70 170.0 745 160.1 1051 170.0 650 137.2 1051 155.9 882 120.1 1051 142.0 818 166.7 1051 132.3 837 96.1 1051 125.7 630 80.1 1051 119.5 822 68.6 1D51 119.1 821 60.0 1051 119.1 621 � N 661n 167.1 057 170.0 789 130,3 957 151.5 IDS 119.4 957 134.0 700 10.4 057 121.6 777 92.8 957 112.6 767 83.6 957 106.6 759 69.8 957 100.0 760 59.7 857 08.9 748 62.2 951 98.8 748 Z -1= m J C 72In 1247 604 135.2 698 107.3 80 116.2 SM 91.9 00 101.3 671 80.4 804 91.4 We 71.5 Bo/ 04.1 850 64.4 801 7&8 643 53.6 SO4 72.3 SM 46.0 80 69.9 829 40.2 80 69.8 626 7nzzW 761n 109.4 722 114.4 WO 91.2 722 97.2 618 76.2 722 85.3 606 68.4 722 76,7 596 60.8 722 70.3 568 $4.7 722 65.5 680 45.6 722 59.5 STO 39,1 722 58.7 665 34.2 722 68.2 564 J u 8z .� 781n 1012 665 105.6 000 64.4 685 89,6 586 72.3 885 78.5 577 63.3 685 70.5 Wit 66.2 685 64.5 560 50.6 685 60.1 553 422 665 54.3 543 38.2 05 51.4 537 31.6 60 50.7 536 N aceto 901n 85.9 513 66.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 S15 44.7 434 30.8 515 40.6 428 33.0 515 37.4 422 27.5 51S 33.1 413 23.5 515 30.5 407 20.6 515 28.1 40 ¢ 1C Z N_ 061. 54.3 453 65.8 404 45.3 453 47.1 397 38.5 463 41.0 391 33.9 453 38.4 3115 30.2 453 33.0 379 27,2 463 SOA J7{ 22.8 453 26.8 age 19.1 453 24,3 380 17.0 157 220 358 N co 51 O 80 II O 10810 38.1 350 39.0 323 31.5 355 32.8 318 27.2 356 28A 313 23.6 3S6 262 308 21.2 358 22.7 30 19,1 358 20.0 300 We 355 10.0 2.. @ `7 W M it t111n 3s.1 wo 35.8 306 29.3 338 30.1 Sot 25.1 338 26.1 207 22.0 336 23.2 293 19.5 J36 20.9 289 17.6 338 19.1 295 Of X (n U) 1201n 27.6 290 2&3 264 23.2 290 23.5 260 19.9 290 20.8 256 17,4 290 19.2 253 15.4 280 1fl{ 249 N Q 144 M 16.1 201 16.3 166 d E'r Z TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA $2 a AnchorCa act Table Iba ANCHOR CAP.,,,,,,„,` ❑ ❑ SuSslrale 2.7x COrxrde 355 Cane. Ndlow CMU Filled CMU PTWood Metal (DP,))(( 1-ANCHOR CAP_ d16•Elco V4•SS FYo 5116•Elto 114•SSFJco 61DSIed M2SIO4 012 Sled MULLION CAP.,o„„, AnehorCllp Pattema Arxllor Type 9n6`EIroUOrxm v4•Exounracon IMI-M y16'Elco Ulram tl4•Eke unmcon A(peGdOr u11mon AQ2RCida Sc"(G5)Screx(G5) Scrae(GS) USE THIS FORMULATO OBTAIN THE'ANCHOR Etige Distance n t• 2.12 t• 2.1123-118' r 2-17 1• 2-17 7 3410' 2' 0.49• 0.54• D.32V CAPACITY REQUIRED'CORRESPONDING TO AN EmDednml n !-WI-4' talo• fav 2' 1.14' 1.114' 4-114' 1-1141 1.14- t-114• 7 I-Ta. I 1310' I vanes ACTUAL PRESSURE REQUIREMENT FORTHE 2 Anchm@,L76'Min O.C./Stardard Dr OW Cp 09,1 30D IDs 300 IDS 450 WS We He 165 WS 270th 210 IDS 354106 740106 374156 655 as 9461Ds 341Ms 442a 503 Es OPENING,WHEN IT IS LOWERTHAN THE MULLION 4A0bm@1.15•M61 OZ.1 Slenaatd(ar OlBel)08p(Fig$ 48D IDs 70D lns NIA WA NIA NIA 380 as NIA WA NIA WA WA 6821es 885159 1129 M6 CAP ACITY(FROM THE TABLE)OF THE SELECTED 4Anc1. 3.MIA.O.C./ 215 Angle CUPS 109.3' 700W 78066 680105 1560 as 1896169 b101Ds 560106 NIA 760 Ms 748 Ibs emu 1892Ibs 682IDS 88596 112Das MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AncMs 7455'Mh.O.C.IUCIIp,Inlo.125r Alum 4 N/A WA NIA WA NrA NIA WA NIA WA MIA WA WA WA WA 1430109 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archon FCap(R9 sl 1951bs 195 Its 225lbs 445 Is am 05 13511's too 9m 177 IDs 370 Lbs tet(Ds =lbs 473163 170 an 221 Its 200lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancto.49 t.15'Min O.CJ FCep Ott6 240 In 350 Ins NIA WA NIA NIA 190 Im NIA WA I NIA WA I WA 341 ms 442166 56015: ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 5s minplyin6 with the 17106ft Buildingcada t6--021 0 FIGURE I: FIGURE 2: TABLE NOTES: Ami;e ton Date $• 3 • • • • X621 • . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Munni ado Product Conti ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LL// //11111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, \���O`�( LY 11' FIGURE 3: : •'<<�•'``GFN SS•'•(FP i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE 3.188'FOR EXACT DIMENSIONS,SEE ��:•' Ee . • • CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - r - , 1 [ BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 265, Nu.�S/G5 IN PAIRS. _ a. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ _ p- (•� FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-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 1.25'X 3.158'X.285'MULLION ''��` '•'`(GF:tOH.•'-Com` .045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125"THICK AND A38.ALL �'"C•�,-"..... \ • Le ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.174'VF MULLION) '',�� /n1INAI_. • #10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNNN11LLK,P.E. FL P.E.#58705 TABLE 9A r Mullion Capaeiry Table(Ibdit2) r '� r. pons Width(for vertically-9pannIng mullions)or Opening Height(for hadzontaly-aparWlq mUBoro) 50 in 601n 7 In BO In vo In 1001n IN In 1401n 1601n ' Raclen0ular Trap'rdan9 R.MtIdar TW Td, n9. Reclangulal Treprrr4nO Reetengular TreplTdan9 Reclan0aler TrrM eping. RWBapinr TrapTAang. R.WgiNr Tr1plTdan6 Roelerqula Tmpl7Amg. O L28 K 3]6 Loading Ladng Lada. Loading Loedrp Lading Ladng Laedn9 Ladnp Ladng Loads g Loadnp Lading Ladng Loading Landing LadV Lading G x.700 oY v Afum.Tubs FLO , Mul{l.n tl yy�' d pqqp y5• yy�a ` @p� g yy 7p7 .�s• �g gp` q¢ N k 2 Zr 42 In 170.0 820 170.0 435 1170-01 744 170.0 478 170.0 688 1 170.0 500 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 110.0 521 100.5 1t10 170.0 521 95.B 1118 110.0 621 � W 4810 170.0 708 170.0 524 170.0 850 170.0 564 161.8 870 110.0 670 146.7 878 170.0 B01 130.4 976 170.0 677 117.3 278 170.0 680 97.0 BTB 170.0 680 816 978 170.0 BBD 73.3 878 110.0 NO 1 Ill 50ffi5 in 170.0 747 110.0 683 170.0 890 170.0 671 150.7 927 170.0 684 131.9 927 166.5 700 117.2 927 159.1 etre 105.5 027 156.3 696 87.9 027 158.3 695 15.4 027 156.3 695 65.9 927 1SS3 696 _ IY m in 5/ 70.0 797 170.0 612 132.6 889 167.9 883 115,8 BBB iN.B 669 103.0 869 151.0 660 92.7 bfi9 129.0 851 77.7 869 178,6 852 68.2 869 120.8 652 51.9 BB9 128.6 652 LU O 0 BON /J2 746 15].8 671 118.1 718 132.3 620 7 1!fi fI7.8 FAH BB.S 718 107.6 589 79.6 748 501.0 692 71.0 id8 88.9 587 58.7 7/B 013 587 51.2 746 97.3 553 14.0 718 813 683 N fi 631" 123.7 677 132.0 518 100.1 611 113.2 566 88.4 671 1004 655 77.3 677 B1A BAB 65.7 677 85.2 539 6L9 677 81.0 534 51.8 877 77.0 620 44.2 677 76.7 529 38.7 077 76.7 620 P L5 J .0 817 111.1 530 6 78.9 617 86.7 SOB 87.3 817 1e.3 BOB 59.8 017 72.8 484 53.8 817 88.1 489 11.6 017 01.1 489 _36.1 817 67.7 182 37.8 611 07.7 102 7 d d 72N .9 616 67.1 450 59.1 510 743 59.2 SIS 85.2 432 51.0 618 56.6 425 46.1 518 54.2 419 41.4 Isla 50.7 414 345 518 19.0 408 29.e 618 45.0 4D5 26.9 518 45.0 405 �z e ppp to m TO 70.5 IBS 73.7 106 56.7 !65 82.8 398 50.7 IBS 64.8 390 M.1 485 49A 381 39.2 165 45.1 3TB 15.2 IBS 12.2 371 2BA 465 30.3 707 25.2 l65 30.5 381 72.0 405 39.2 36] �Y(6 78I .85.2 441 68.0 387 54.3 441 67.7 370 46.6 441 50.8 372 40,8 NI 45.4 368 30.2 441 41.5 360 32.6 441 38.7 35a 27.2 Ht 34.8 348 23.7 441 57,1 346 20,6 411 327 345 Z Ja0 in 42.4 332 43.6 285 35A 372 31.0 289 30.7 332 32.7 201 28.5 332 20,8 280 23.6 332 28.1 270 21.2 732 24,1 272 17.7 332 21.3 268 15.2 372 19.8 262 17.3 332 -7 260 (..� - O ems-- 1 06 in 35.0 201 35.0 280 29.1 201 30.3 259 25.0 291 26.4 252 21.0 291 23.5 248 18.4 781 21.3 '211 17.5 281 19.6 741 N.0 281 17,1 236 12.5 221 15.6 232 / z s- Q N O 108N 24.6 210 25.1 TOB 20.6 730 21.1 285 17.5 270 10.1 201 16A 270 187 iB8 Ia" X'Z _O y0 gr tlf N 228 218 2].1 187 IBB N0 f9.4 194 18.2 218 10.6 191 14.1 718 id.9 188 /rr�] 4.5 120N181 162 170 1d.9 187 15.3 187 / �/ I xV (n rA U N Q O a=r Z N 0 O TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: !Z'a Anchor Capacity Table([be) ANCHOR CAP.,,,,,,,,,, SWSImIe: 2.7k CaOcrel. J.yk Cana. fiOBa'w CMU FAled CMU P7 Wood Metal (DP..)X( }=ANCHOR CAP.,,, 5178'Eloo 1!d^59Eko 5116'Eko 1!�'SSEIco 610 Steel 6129ted 1129144 MULLIONCAP.,e,,,,,,, Anchor Clip Patterns Anchalype' 7116'ElwUllmcon 1!1•EkoUlUecan un®tenK270r. oUtmart 1ra'Elc.unreaa ApWeGeta Macon AOgeoator screx(Os)sarew(as) screw{G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(7 I. 2.117 V 2-IE 3.1/812-V2' 1' 2-lir 2- 3.1187 Y 0.46' 0.54^ 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmbedmMl(n t-Y4' 7414' 1-314' i•3I4' 2- 1.174' 1.114' 1-114• i-114' 1-114' Y lase' fare^ Ides ACTUAL PRESSURE REQUIREMENT FOR THE 2A Q4.75'Min.O.C.I Standard or 0asel Ott,(Fig.11 390 RIs 380 Ns 450 I.a ONU 1644 1. 28010. 354 lb, 7401.5 374lbs wV. 946 Iba 74I Iba 442lbs 560 DsOPENING,WHEN IT IS LOWERTHAN THE MULLION SIeMeN 490 IN 70D fba WA WA N!A3601bn WA N!A WA WA WA 682160 BOOM 112004 CAPACIT�ANCHOR OF THE SELECTED O.01(2)2.5 kO78D INS 780 lbe 08O bs 15601bs 1896 Ina SW ba WA 7601bs 748lbs BBO As 1BB21b9 682 bs 88510.1 1f20Iae MULLIONLDAMIN MANCHOR n . ,Nto.100'Alum.(FID.4k WA WA WA WA N/A WA WA NIA WA WA NIA WA WA 9500s CAPACITY BE USED T UALIFY 1 Anchor I Ft3ip(Fig.57 196M 185 04 225100 145 Ale 022 lbs 135 ft NO lbe 1771ba 370 ft fella 37210s 4731ha 1TO IDs 221 Ibs 2B01a ADDITIOOPTIONS FRO HE 2 Amhara®1-15'M7n.O.C.1 F-alp(Fig.6). 240 tbs 35010s WA WA NIA WA 1901bs WA NIA WA WA WA 3/11Ds 442IDS 500gs ANCHOABLE. PR(':AUcr REVISED m'.",plying with 1h.Florida Uuild ag Code 1 .O FIGURE I: FIGURE 2: 1.250"- A'npurice No 16-ml 9 t TABLE NOTES: `J 1 l By Bxpimlion Date 420Z L-11 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. jell Dede Product L2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \ C\� LY(.!(•)y,7�I�i��� FIGURE3: Q 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' EN SC' •�I3 i ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ''�•'• CLIP MUST APPROXIMATE HOLE LOCATIONS FIGURES SHOW SUGGESTED,, . L BE USED SHOWN ON SHEETS 21 No.59705 INP ( 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 } •, a' t{7 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM S14ALL BE )rte•. S` <Cl:: 6083-T5 AND BEA MINIMUM OF,100'THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045'THICK(1 B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL 'i , ..• ?^ 1.25'%3.25X.100' �. tti.+• ... '��• LO j HL4 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. . MULLION �/,�''lUM�.1•. • 00&912 ANCHORS INTO WOOD MAY BE STEEL,18.5 S.S.OR 410 S.S. FL P.E.#68705 TABLE 10A a �^ Mulllon Ce 9elty Table ObslR4) Op6Nng VNdth(tonedic4a"percungmtMlons)orOpenln➢Helght(for hodzorts"pandng m10ons) so m 601. 70 in m W 1 90 in 1 100111 120 In 140'. 160111 LLO Roctaiqular TrapTfriazg. R/clangulu TiopRdong. Rrclangalaz TrapTdong. Rxlanpulaz T1.PTdm9. Rectangular .p ..g. Rs clanpdY TrepRdeng. Reclans.. TnpTrianp. Ropanguler TrapTdan9. Rectanguar TropTrung. li 12811326 Loading Loadfng L..Zo Loading Loading load'.g Loafing Loadgl Loadig Lo.6ng Loading Laeding Loadhg I..& Lo.ding Loodng Loa6ng Lording o2 %.626 Alum.Tube b .s Tlo� ; ' s..Mulllon � a€ C :€ 2 LD a@ m � m 2 s9 a 6S S S� g g '2 �, R g€u m�S �dFd $�. Frc � Fas�. Fd �� Fd �e• �& ��: do € Fa Fd x'@ F� a;a Fact fa € Fa f� F� 0 rc H 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 -606 1T0.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1468 I1D,D 621 170,0 1735 170.0 621 170.0 1983 170.0 521 J W 401n 170.0 708 110.0 624 17D.0 850 170.0 588 170.0 992 170.0 630 INA 1133 170.0 661 170.0 1275 170.0 671 170.0 1417 170.0 660 170.0 1700 110.0 BBD 169,7 1919 170.0 650 148.5 1979 170.0 600 � W 50.625fi 170.0 747 170A 563 170.0 896 1100 631 170.0 1046 170.0 684 170.0 1155 170.0 723 1700 1145 1700 711 170.0 1491 170.0 766 170.0 1793 170.0 756 1625 1877 170.0 756 133.5 1017 170,0 766 �s Win 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1131 170.0 631 110.0 1594 t70.0 656 166.4 1759 170.0 861 134.1 1759 170.0 661 117.3 1759 170.0 061 W 0 ' CO 60111 170.0 BB5 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1411 170.0 944 161.1 1511 170.0 996 145.D %511 170A 1013 120.8 1611 170,0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 H !A 0 J 63 in 110.0 930 170.0 746 170.0 1116 170.0 850 Woo 1302 170.0 910 156.6 1770 110.0 1016 1392 1110 1100 1016 126.3 1310 164.0 1002 INA 1370 155.8 1072 89,5 1370 1553 1070 787 1370 155,3 1070 -2 W � u 66111 170.0 974 170.0 109 170.3 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 168.6 1013 121.1 1216 IVA 1DDD ID6.9 1248 179,0 989 90.6 1248 130.4 978 77.0 1248 129.0 976 68.1 1249 129.0 975 Z �� m j721n 167.8 1049 170.0 818 139.9 1019 150.2 592 119.9 1049 1321 075 101.9 1019 119.1 660 932 1619 109.7 010 67.9 1049 1027 676 69.9 1049 94.3 025 69.9 1019 91.2 B20 52.4 1049 91.1 820 � J 1r 0 78in 142.7 931 149.1 822 118.9 911 1262 805 101.9 Wt 111.2 791 B9.2 991 100.0 777 79.3 941 91.7 766 71.4 941 85.5 767 59.6 941 17.6 744 61.0 911 74.0 737 M.6 941 73.3 736 Z 7B In 172.0 891 137.6 703 110.0 891 116.9 767 94.3 894 102A 763 92.5 894 91.9 740 713 094 04.1 730 66.0 8% 78.3 721 65.0 094 7D.7 707 47.1 094 67.0 701 61.3 BW 66.1 690 Q r 0- 90in 05.9 671 80.7 596 71.6 611 74.9 585 61A 671 66.3 675 63.7 671 50.2 666 47.7 671 529 558 43.0 671 411.6 561 35.6 671 43.1 639 30.7 671 39.7 531 26.9 671 37.9 526 F-• Q N _O Z 96111 70.8 590 72.8 527 59.0 590 61.4 518 59.6 690 53.4 609 44.3 690 47.6 502 793 690 43.0 494 30.4 690 39.6 488 29.6 590 34.7 471 75.3 590 31.6 469 221 590 29.11 464 IQ-' x_Z O 108111 49.7 466 50.8 421 41A 465 12.8 414 36.5 466 37.1 406 31.1 465 32.9 40g64 29.7 396 24.9 466 27.1 391 20.7 466 27.5 382 17.0 466 212 316 15.6 466 19.5 370III I11 45.9 441 46.7 400 ]11.2 u1 79.7 393 32.7 441 31.1 387 20.6 441 30.2 3827.2 376 22.9 411 24.9 372 19.1 441 21.6 367 IGA M1 193 356 14.3 441 17.6 751 c')120 in 363 378 36.9 311 30.2 AB 31.0 339 25.9 375 268 334 22.7 378 27.7 322L3 ]25 18.1 378 19.5 321 15.1 376 16.7 314 � x oU) In 144 in 21.0 262 212 242 17.6 262 17.8 279 15.0 262 15.3 276 C~.) N Q Q. zmo5U) TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: m� Anchol'Cep66llyTabhjibe) ANCHOR CAP.,_,_ Sut5trdle 2.i Ommle 3.5kCme. Moo"CMU Fllkd CMU PT Wood M021 (DP",)X( ) er =ANCHOR CAP... 916'Oc0 114 3S Eko 5110 Eko Vr SS Ftco 010 Sled 612 St.1 el2sleel MULLION CAP.,,,,,,,_ AnehorCllp Psttem6 ArchType 3116-VtoUK=. Ihr EkoUftwon Unca- Vle'Oco 1.114m. 11d•Elco Ulnew AffeGAor UBrMaI AgAala Strew(G5)Sc7tsr(G5) &W(os) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge CNIme opl 10 2-117 r I 2-11z 3-110• 1• 1 2.117 r 2-11z• 2 3.110 7 0.48• g.5a• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN £mhednau n talo• I V4• 1314• tare 2• 1-1141 i-V4• 1-114• 1-114• 1-114• 1-114• 2' 13+11• I3'0• %ales ACTUAL PRESSURE REQUIREMENT FOR THE 2Antlnls®47YMIn O.G/StardaMaOlRel Cep67a 17 300 Ws 3M 1m 450 lbs 8DD 100 1644 bs =NIAWA . 354105 7401m 374 lbs 66410. 0161m 341 Ws 442976 %om OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers@1.15•MIn O.0/SImMM(a Omel)CUp(Fig 27 480106 7000. NIA WA MIA MIA WA MIA MIA WA 682®s 88506 1120106 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhois�3'MW.O.C.I M 215ArgleCOps 1(Fla 37 700 WS 7m WB 680106 156D IM IBM IDs MIA 7601m 748 lbs am 1. 1e921m 682 Ws 855 un 1120 m. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Alkhors4i)D.WMDLO.C.I UC1p.'.I0.Io0•Alun.fft047 NIA WA MIA WA NIA NIA wA MIA wA WA NIA WA 850063 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcrorl FCUp 0'7g 57 195IM 105 ger 251m d451M 922 k. 177 049 3701m 187 Ws 3321M 4131m 170911 z211m 290 m. ADDITIONAL ANCHOR OPTIONS FROM THE 2AncM3®1.15•Mtn O.CI FCW g 240 WS 370Im MIA wA NIA NIA WA N!A wA WA 341 Ws 442 046 5601M ANCHOR CAPACITY TABLE. PROF3UCf REVISED .s cmnpiying wish du Flmimt odc FIGURE I: FIGURE 2: AacrAWCcN 16�621Qs,6 Acceptance NO n^�1 TABLE NOTES: 1.250' t:z imlion Date 1 • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY r� • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi . Dnde Product //11111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;�� 7�( l N/il, FIGURE3: ,�'•'•.•' Ci:IJS: F�5 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.450• �7 < CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t'• BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Plo.53705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND G• Q'_ FIGURE 4: FIGURE 5; FIGURE e: GROUT CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 824' BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALLBE -1 7� So TF • 6083-T5ANDBEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �;�r,�•••../- f-..•' • • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND 238.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3,25'X.824' /�// !�)j•,I;;1.�`,1�7� #10 8 812 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION A./LYNI.1,1L 'R.P.E. • FL P.E.#58705 TABLE 11A Mullion Capacity Table p6artP) Opening Width(forvedicefy-spanNntim101ons)or Opaning Height(kthmimrialMandtg mdliorn) t<"' 6o in 60.in 70 in 00 in 90 in 100 in 120 In 140 in 1601n LLO 135X394 Recte�gvter TraprTtiang. R4dengr.4ar TnpRdarg. Radeng9. TrapTdeng. Rectaagalar TmpTdang. Rev-vwar Tr-PfT6wg. Redmgvisr Trapl7rien0, Reciengubt TrapTriang. Aw srda7 Tu,Y7Nng. Rectan1ter TrWTrian2. O x 624 Loafing Loading Loedng Loa6Fg W dI.9 Loedinp Loe6rg Laa6ig Loading Laoeng Landing Loading Laodlg Loading Leedmil Loading Loa6n9 Loedirg PY Alum,Tube :& .6 a .S - F' &&41 -5S :C ,€ b• .' 6^ Eel Mullion S Sa !< So S S� mryS S s S 8s S'�� d@@ �. B � rn u'7tP 842 1A �d 2 doc $� drc S3 $d Z421n 170.0 620 170.0 435 770.0 744 VIID 470 170,0 860 IT0.0 646 170,0 992 170. 170.0 621 INA 1240 170.D 521 VD 1409 170.8 $21 170.0 1735 170.0 621 170.0 198] 170.0 621 7i l~3) 48 in 170.0 Toe 770.0 524 Ua.0 a50 170.0 6& ime 992 Uoo fits 170.0 1137 t70A 661 170.0 1275 170.0 677 170.0 1417 770.0 680 170.0 1700 174.0 660 110A 1903 170.0 Call 170.0 2211 770.0 600 j Ui 60.625„ 170.5 747 119.0 667 170A 896 170.0 631 U11.0 1046 170.0 694 170.11 LIN 1700 723 176.0 1346 Into 747 170.0 1494 170.D 755 1700 1793 170.0 756 Uall 2092 1700 756 B00 2391 110.0 756 �Q'"i 617 5611 170.0 797 170A 612 170.0 956 170.0 691 170.0 11th 170.0 754 170.0 1275 VD.D 803 170.0 1434 170.0 837 170.0 16% 1700 856 170.0 ISO 170.0 861 17DA 2231 170.0 067 160.2 2403 110.0 661 m Gain 7700 885 170.0 701 Us. 106:1 1701 79T 170.0 1240 170.0 878 170.0 1417 Imll 944 170.0 1594 170.0 S96 170.0 1771 1700 '1033 170.0 2125 170.0 1067 1483 2163 170.0 1063 t29.8 2163 170-0 1%3 U) v) N Win Us.0 930 170.0 74S 1700 1116 170.0 850 170.0 1702 170.0 940 170.0 1480 011.0 1D 66 170.0 1613 Uag 1076 170.0 1859 1711.0 1122 155,9 2060 IRA 1169 134.6 2060 1700 1111 117.7 2060 1700 1171 ~ W m 68 In 170.0 974 170.0 789 170.0 1169 770.0 903 170,0 1361 17x0 1002 170.0 ISO 170.0 1086 710.0 1753 170.0 1165 170.0 1948 1100 1210 147.0 1966 1740 1215 1226 1D66 170.0 1266 167,2 1966 110.0 1288 5 0. m 1211 1701 1063 t70A 878 170.0 1276 imo 1009 110.0 1419 1701 1126 171X0 1700 170.0 12A ISM 1734 170.0 731S 138.7 1134 169.6 1386 115.6 1734 US9 1364 99.1 1734 160.4 t3S2 06.7 ON 1502 1352 ,^Z� 0 761n 170.0 %122 170.11 113/ 179.0 1346 170.0 1080 1685 1556 170.0 INS 147.4 1556 166.2 1285 131.1 1556 1515 1266 117.9 1556 141.3 1257 s99 1566 128.3 1229 842 1656 122.3 1219 73.7 1556 122.2 1215 y v o2 78 in 170.6 1755 770.0 967 170.0 1381 170.0 1116 755.9 1177 169.3 1245 136A 1411 1620 1224 121.2 1477 139.1 ING 109.1 1477 1295 1191 909 1477 116,9 1169 7749 1417 119B 1158 68.2 1477 1093 7154 Q ,q v-' d• 9011 1120 1110 146.6 906 1184 1110 123.9 968 101.5 7710 107.9 951 682 7110 96.7 936 18.9 1110 81.5 922 71.0 1110 @0.T 910 592 1110 lt3 891 50,7 1170 55.6 870 440 1110 62.7 870 Q 0.3 O 98in t7T.0 975 IN 872 9T5 975 10 t.5 "1 83,6 975 88.3 042 732 976 78.fi 929 65.0 975 112 811 58.5 975 GSA 807 48.0 975 67.4 789 41,8 975 513 7/fi 366 976 49.3 767 F .>0.Z `O 79880 623 777 849 6% 685 771 7a 605 58,7 771 65.3 614 SIA 7Tf 50.3 686 457 771 490 855 4741 777 449 bit 363 T!! ]6.9 5J2 29.4 777 35.0 b21 25J 77! 320 672 Cn et r 711 in 75.7 730 71.J 061 63.1 Tag 65.0 650 61.1 �71-1 58.3 640 47.9 730 49.9 671 12.1 170 45.0 622 ]7.9 770 41.1 614 71.5 730 35.6 6110 27.0 730 31.9 509 23.7 770 29.5 501 W M 120in 59.9 624 6t.0 569 44.9 624 SiR 360 42,8 44.3 652 37.5 b14 ]9.z 544 33.3 621 35.3 637 30.0 624 32.2 531 25.0 624 27.7 519 21.4 624 24.6 309 18.7 624 22.5 Sot 2' X1441. 34.7 433 35.1 400 28.9 433 29.4 395 241 26A 39D 21.7 473 22.1 785 19.3 437 20.0 381 77.3 431 10.2 315 U N Q d � 2 Ty,� 4O m BE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA% ma AnchorCepecity Tablet(]its) JANCHOR CAP.,,G,,,,,\ S 3OMM.- ZAOhxnia ask COnL "o" N FAtedCMU PT wary} Mda (DP.)XI /=ANCHOR CAP. 5�1s•EICO 1/4'SS Eko 5116•Eko 114•SS Elco 010 sled M12SleN 012 SleeI `MULLION CAP..„,,,.,, AnehorCgp Pattema pnclxe Type 3rt6'E1co Unrdm 14•rico UArncon 1r�con 3116 Elco Unracon vC Eko Unr4con Agg�efa 11"M AggrefidOr screw(o6)scmrla$) scfewp5) USE THIS FORMULA TO OBTAIN THE*ANCHOR pslame n 1' 2-ver 1' 2•vr a.1hr 1• 2.11 1' 2417 r 3791• r o.48' ase- o.32a• CAPACITY REQUIRED`CORRESPONDING TO AN _ Embeanenl a 104• 13x4• -7316 tars r 1-vs 1-vs 1-14• 1-v4' 1.114• VIM 2' 1318• 1.3'8' vales ACTUAL PRESSURE REQUIREMENT FOR THE z Anchor 4744 Mlrt o.C.r Sla-ad Or0�81C I71 30Dm ago WS d5010s WO IM 1614 Pon 270m 2a0m 06dm 7401[.0 3701b5 664 M. 946m 341m 447m 56o Aa OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Af7Chas 1.75•MIR o.A rslaxlam olsetc 119.0 480 tbs rmm NIA WA NIA NIA sw Its NIA 10A NIA WA WA fie2m 985 ms 7120m CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhm TMW O.C.1 215 Angle T la 7801bs 'soft 6804s 15m RG ING[as 5d0lbs 6w III. N/A 160Its 74a 88om 10421bs E821bs 985105 112010a MULLION.IT WILL YIELD A MINIMUM ANCHOR d A1C7oms 0.54'MIn.O.C.7UC •1nto.tOP Alum 444 NIA WA It WA WA NIA WA NIA WA NIA WA WA N7A WA 726710. CAPACITY WHICH MAY BE USED TO QUALiFY 1AneimrF-Cap 0544 %5 lbs los Its 2251bs aa6less 9279.0. 706 n,s 140 171 In a7a lbs 1a1 Ars 387 Ra 173 w0. ITo ws 2211be 280 ea ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancrols 1.16'MRO.C1FC1 -;R 2AOme 3501. N!A WA NIA NIA 1901b. NIA WA N/A WA WA 9011. 4421. 560m ANCHOR CAPACITY TABLE. PRODUCT REVISED v winplying wIlh 7410 Flaft 1.254• Building 4;oda FIGURE 1: FIGURE 2: AcarA., too{{p•©''C58.0.'j TABLE NOTES: Expire'on Dae- s�r2) • • • , 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, Mi Dade l! ct .,tllllilml 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALEGLE .FOR EXACT DIMENSIONS,SEE 3.94' �= ���},'7�citNSh •�fi� CL P MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS l' 0 BEUSED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, TIn,58705 7� IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO WOOD SHALL .3 FIGURE 4: FIGURE 5: FIGURE 6: ASTM 6-90. :•(1'• `!^ lr J BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1:7,.11:OI° ! . 5063-TS AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .624• ":{��n•',,f=tORiOh••'('j'�4 .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL .rr'�:SI •• ••••' �\`�� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 00 8 912 ANCHORS INTOWOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3,94•X.624' A.LYNN:MILL.iR,P.E. MULLION FL P.F#58105 TABLE 12A Mullion Capacity Table Ib911tz Opening Width(for wldceyspaltri g mu tlons)or Opening Height(for hotiwmetlyaperring mullions) t so in 511 701n 80N 901. 1001n 120 In 1401n 1601. yyCttk� < ReclanWl+r RwnlenO. Reclatgdar Treplrtlan9. Racleng4er 7reprileng. R.1anguer TtopRdang. Reclanpslar TraplTdarg, Redengldar Trvp]Tdeng. Roclenplor 7,*M-9. Rodaogular TraprMong Rectongulm Twillong. 2 x 4 x,26 Loading loading Loafing Loading Loading Loafing Loafing Loading loading Laed-g Loading Loading Loading Wading Loading Lowing Loading loadtg ti Alum.Tube 7: n y'_ F _ _ '_ .. , .. :q�q.. P puF. �gPt. £ Mullion g� dS � ji` � $�• 8� 8 J �a 0 J �e cia c7 LL J d Ja � Ja � d 8 S d� B€ eB I,Y L �� r �� 48.21 $ sL s � a s� sE s e �� N 9 � 421 5 '� 9 2 1 Z � °° W s �a a� sa s s s s a s s s s 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 606 170.0 992 170.0 518 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 148(1 170.0 821 170.0 1735 170.0 521 170.0 1983 170.0 521 O W Oen 170,0 708 170.0 524 170.0 850 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 170D 170.0 880 170.0 1983 170.0 SW 170.0 2267 170.0 680 J W 50.62311 1740 747 170.0 563 170.0 896 17QO 631 170.0 1048 170.0 084 110.0 1111 170.0 723 170.0 1345 170.0 .7 170.0 1494 170.0 758 Ilion 1793 170.0 759 170.0 2092 170.0 756 170.0 2391 170.0 756 � N 541n 170.0 797 170.0 612 170.0 9511 170.0 BBI 170.0 1116 170,0 754 170.0 1276 170.0 eat 170.0 1431 170.0 837 170.0 1694 170.0 956 Von, 1B1S 170.0 981 170.0 2231 170.0 861 170.0 2550 170.0 881 W O � 5 N 170.0 689 170.0 701 170.0 1083 170.0 707 770.0 1240 170.0 870 170.0 1417 170.0 944 170.0 1594 1708 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2{78 170.0 1083 180.8 2880 170.0 1087 c) 63 in 170.0 930 170.0 745 170.0 1116 ITD.O 850 170.0 1302 170,0 140 170.0 7488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1172 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.8 2553 170.0 1171 'J 651n 170.0 074 170.0 789 170.0 ting 170.0 00] 170.0 1364 9740 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 ISO 170.0 1210 170.0 2338 170.0 1275 15L9 21]7 170.0 1288 132.9 2437 170.0 1285 5 m c721n 170.0 106'3 170.0 878 170.0 121`5 170.0 1009 170.0 1488 170.0 1120 170,0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 145.8 2164 170.0 1486 124.5 2164 170.0 1528 100.2 2154 170.0 1630 71 In 170.0 1122 170.0 937 170.0 1318 170.0 1060 170.0 1670 170.0 1209 170.0 17M 170.0 1322 105.1 1860 170.0 1421 148.8 1gW 170.0 ISO 123.8 1980 161.8 1646 106.1 1989 164.0 1535 92.9 1880 152.7 1531 ' W� � Z MIn 170.0 1151 170.0 967 170.0 1381 170,0 life 170.0 1811 170.0 125 170.0 1542 170.0 1362 152.7 1881 170.0 1474 137,4 1581 1&7.1 1600 114.5 1881 147.3 1473 052 1861 139.0 1459 65.9 1861 137.8 1454 Q rn 9D In 170.0 1328 170.0 1144 149.1 1388 150,0 1210 127.6 1398 138.0 1198 111.8 1396 121.3 1179 99,4 1398 110.2 1162 89.6 1798 101.0 1147 74.6 1398 89.8 1122 63.9 1386 82.7 1105 65.8 1398 75.8 1096 Z J `- J Q dy 981n 147.4 1229 151.5 1098 122.9 1228 127.8 1079 106.3 1229 7112 1081 82. 1729 95.9 1044 81.9 1229 69.6 1029 73.7 1229 62.4 1016 61,4 1229 72.2 993 52.7 1220 85.8 97/ 48,1 1228 62.1 967 ••Z ZZ C 1081n 103.5 971 105.6 877 66.3 971 59A 882 74.0 971 77.2 849 84.7 .1 68.4 837 57.6 971 fi1,8 825 61.8 971 66.5 815 43.1 971 49.0 706 37.0 971 44.0 782 32.4 .1 40.8 771 1`n Lf) ci Ili In 95.4 019 97,3 832 79.5 919 61.8 619 68.1 919 70.9 808 69. 819 62.9 794 53.0 819 66,7 754 47.7 B19 51.6 774 39.7 019 44,5 758 34.1 919 40.2 742 29.8 918 37.1 732 W W �( 120 M 75.6 78fi 76.8 716 82.8 788 &.6 705 53.8 780 65.5 895 47.2 TBB 40.4 686 {1,B 788 44.1 677 37.7 788 4Q6 858 31.6 786 34.9 853 27.0 15 31.0 611 23.8 788 26.4 671 144 In 4].7 548 44.2 5{ 36.4 546 37.0 498 312 648 31.9 491 27.3 646 29.2 485 21.7 616 26.3 479 2I.B 618 22.9 474 19.2 818 19.6 401 15.6 548 17.2 455 13.7 640 15.b N8 V N Q O O BL Z ANCHOR CAPACITY ADJUSTMENT FORMULA: �� �'O st0 AnchorCe Dd Table(Ibs ANCHOR CAP.,•,,,,•,• G=mw subMiate 2.711 Comrele a5F Cmc. Nano.OAU FaleaCMU PT Wood Metal (D-)X( >=ANCHOR CAP.,,, & &' &16•Elco trd'SS Eta 1918•Elco V4•SS Elco x110 6189 812Slrel •n Sias MULLION CAP.,,,,,,,., F Archy Type 3110 Elco U2racm U40 Elco UIDScan Uemcon 3'16'Efc0 Mr4cm v4•EtoUa2con AggeGalor Ulm. Agn.Gata Screlr(495)Scr PSI Scrnr(Q) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anehor Cllp PetMm• Edge aslarce n r 2.111` r 2-112 3116 t' z-vz r z-117 7 301w 7 0.48• 0.w 0.324' CAPAC)TY REQUIRED'CORRESPONDING TO AN EmbeOnento 1,V4- tam' 1x14' 1511 Y 1.114• 1-vb• 1.114• 7.114' 1-174' 1-014' 7 -I:n: lyre• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Am"0 4.75•Mtn O.C.I Slay dad oroose1 Ctp gig 192Y 390 Its 390 bs I 450W 090 Me 1644 Ibs 2701bs 25 ds 354 ms 740165 374 9x 664 Q5 946 66 341 ars 4/21bs 660 d5 OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMhaa 2.66•Mh O.C.I Slawaro WOMM 3 740 ds 740 Its 630 Dos 1485 Me 14Z4 IDS NIA 500 to NIA cgs IDS NTA 6800. WA 682 ds gas Ina 112016 CAPACITY(FROM THE TABLE)OF THE SELECTED sArclas 1.71'MIa O.C.1SIwAa7d case C 0i; 0501 75861 19461D8 NIA NIA 7051Es NIA 79DI16 NIA WA WA ION ItS 1327106 *:Ots MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Archon 7MI.,O.C.1 2x5.0 CU ! 780 lbs 7 60010& 156a d9 IS%IM 0 S 560 IS NIA 7601D6 74B IDS Sw ID4 1692 ds 682ds 685 Me CAPACITY WHICH MAY BE USED TO QUALIFY SArchon 3'4411.O.C,r 2x5.0 leC r (nods 117096 1020105 234D IDS 2M IDS SIMS MWS WA 11401D5 1122ds 13M Ins 2898x6 10221D5 11377 IM ADDITIONAL ANCHOR OPTIONS FROM THE 3Amhon 1.341 MIn.O.C.IUC Into.129-Alum, NIA WA N/A WA NIA NIA WA NIA WA NIA WA WA NIA rgA ANCHOR CAPACITY TABLE. 6Arctod 0.64•Mit.O.C.rUCI m1D.12B Ai7m. WA WA NIA WA NIA WA WA NIA WA NIA WA WA WA WA PRl7DUCT REVISED 2Anchan 268•MIn O.CJFCB 3rD Ins 370106 315 d! 743105 712175 WA 260106 NIA 348115 NIA 4401Ds WA 37144 442 YS a7 cornplyin6 ari1h dw Fllii�3ArcMn 7.71.4467.O.C.IF13 Fig.10 40.191 575106 37810' .3106 NIA NIA 353lbs NIA 39911E NIA WA WA 511 Ds 664 E6 Building Coda '6ro2i8•O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acaptonce Azo 3 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Pxpiroli 1`4 Pate W21 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: Dy ! • • • • • • • TABLE NOTES: 2'000• Miant 6ufe hodPct Coe \\\111111771 • • 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. � t\n�.••" •"'••�<< i FIGURE 5: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. .•'r • • • • 4.000' 'l'1` t1u.507U5 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 211.23.HOLES TO BE DRILLED IN .250• _ THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE '.,�• // .• t • • LOCATIONS. I! '• ATE FIGURE 7: FIGURE 6: ��tF---IG---UT�IR�--E--g���: FIGURE IO: ANGLECLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '(�•'�'•.FCOR%U:•••,6"`- p 1 -I (FIGURES USED (CMU)SHALL CONFORM 3-ASTM BE 04000 SHALL BE"THICK.STEEL STUD YELLOW SOUTHERN PINE WITH AN SG'T 0.55. %C`s "•••••• r�a IIN{I�,^yYA�,-(III MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 2'X 4'X.25•MULLION • • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW rALYA{N 7 IIIMILLERP.E. \ THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A. , • •• • • FL P.E.#68705 TABLE 135 Mullion Capoolty T•bloIb5/R2 ;t w 2t Opening Wldlh(for varlicaly-spannlrg mullions)or Oponing Hight(for horizwfay-sperrirg mullions) 501n 60 In 701n 8091 001n 100 in 1201n 1401n 180 in (s1'4�} < ReclenOWar TWTII.V. Md.niiWar TraplTdang. R.ctsnguler Treprffl lM. RectagAer Tmp7fdeng. ReganUdw TreprTden9. RnImIuar Tmp•7de11g. R"Iwgul., Tap�Merg. 8-1 ar Trap77deng. Rectangular TrepTds.g. 017.097 2 x 8 x.26 Load"vg Loadlg Loafing LaOdrg Looting Loafing Loafing Loadn9 t0edrq ,Lcedrg Loafing Lowing Loading Lesdrg Lowing Laednp LOQ*9 Loading u •q Alum.Tubo Mullion c9 c7� B � a c7 cV 3 S cS d J d 43 v 8 S c� 3� 0 3` �3 u u 3 4i 4�S d c�a 4 017 G 8 G 5 C11 0 04 �rc s 421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 888 170.0 608 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1406 170.0 52l 170.0 1735 170.0 621 170.0 1887 170.0 621 O 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 030 170,0 1133 110.0 001 170.0 1275 170.0 677 170.0 t417 110.0 860 170.0 1700 170.0 680 170.0 1883 170.0 660 170.0 2287 170,0 650 T 50.6251. 770.0 747 170.0 603 170.0 BBB 170.0 831 170.0 1048 170.0 664 170.0 1195 170.0 723 170,0 1345 170.0 747 170.0 1484 170.0 758 170.0 1795 170.0 756 170.0 2092 170.0 766 170.0 2391 170.0 756 u to 54 tri 110.0 797 170.0 612 170.0 858 170.0 691 170.0 1118 170.0 754 jt70.02125 1275 170.0 803 170,0 1434 170.0 537 170.0 1594 170.0 856 170.0 1813 170.0 581 170.0 2231 170.1) 881 170.0 25% 170.0 881 m C3 8 50 h 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 870 AV 170.0 044 170.0 1594 170,0 BBB 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1087 170.0 2833 170.0 1003 (0 J 631n 170.0 030 170.0 745 170.0 1116 170.0 BW 170.0 1302 110.0 010 0 1468 170.0 7015 170.0 1873 170.0 1078 170.0 1058 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2875 170,0 5171 J 7 66 In 170.0 974 170.0 789 170.0 1189 170.0 907 170,0 1364 170.0 10020 15M 170.0 1088 170.0 1763 170.0 t165 170.0 1848 170.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1256 170.0 7117 170.0 1266 72h 170.0 7063 170.0 575 170.0 1275 1711.0 1008 170.0 1456 170.0 If 280 1700 170.0 1225 170.0 1013 170.0 1315 170.0 2125 170.0 1787 170.0 2550 170.0 1188 170.0 2075 170.0 1528 170.0 3100 170.0 1530 W` nW ® 78 h 170.0 1122 770.0 037 170.0 1318 170.0 1000 170.0 1570 170.0 12090 1784 170.0 1322 170.0 2018 170.0 1421 170.0 2213 170.0 1505 170.0 2892 170,0 1620 170.0 3140 170.0 1894 770.0 5589 170.0 1705 j d Z 781. 170.0 1161 170.0 007 170.0 7751 170.0 1118 170.0 1811 770,0 12500 1842 170.0 1368 170.0 2072 170.0 147{ 170.0 2302 170.0 1584 170.0 2763 170,0 1700 170.0 3223 170.0-1777 170.0 3661 170.0 1706 ~ Q N O BO In 170.0 1326 170.0 11M 170.0 1594 170.0 1528 170.0 7858 170.0 14880 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2050 170.0 1878 770.0 3188 170.0 2125 156.0 3411 170.0 2273 136.5 3413 170.0 2161zz 961n 170.0 1117 170.0 1232 170.0 1700 170.0 1434 170.0 1853 170.0 18220 2267 170.0 1704 170.0 2550 170.0 1952 170.0 2833 110.0 2095 150.0 5189 170.0 2335 137.1 3199 168.6 2470 120,0 3189 15a.1 24285vZ ot08In 170.0 1584 170,0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 18700 25M 170.0 2078 164.8 2761 170.0 2271 146.3 2751 101.8 2333 123.8 2761 140.4 7281 105.9 2781 125.9 2234 02.7 2781 116.0 2100 041111. 170.0 1878 170.0 1451 "o. 1888 170.0 1700 170.0 2203 170.0 10320 2621 170.0 2148 151.6 2832 1823 2245 136.0 2632 140.4 2210 113.8 2632 126.4 2168 87.6 2632 115.1 2126 85.4 2832 108.3 2086 w X 1201. 170.0 1771 170.0 1588 170.0 2125 170.0 1058 154.4 7252 158.8 10971 2252 141.4 1981 120.1 2252 127.2 1930 100.1 2252 118.1 1815 80.1 2252 98.8 1872 772 2252 BB.9 1835 57e 2252 51.4 1800 (0X1M In125.1 1584 128,6 1445 104.3 1584 108.1 1425 88.4 ISM 81.6 1407 1684 00.7 1380 68.5 15& 720 1373 620 1584 85.7 13551 521 15641 56.0 1330 44.7 1 1584 49.2 1306 I 38-1 1564 44.4 7287 Q._N Q O a= Z �n ANCHOR CAPACITY ADJUSTMENT FORMULA:Anchor Ca acI Table Ibe NCHORCA .,,,,,,,,, 1801001 Sub4trele: 2.7F C r We 3.5%O9nc. Hot-CMU FAA CMU PT Wood Metal (DP°)X( )=ANCHOR CAP_ 5'10'Eko Il4'BSEka 5710'EICo 1M-33EIso x1031881 912SWd x12 Sled MULLION Ars:Mr Type: 3716"El..Ullrae4n 1M•Ekq Ulva4on Ullracan Y1C Eko UlBecon 1014'Elm UlUacon AWGator U ll-w Agg.GO tw Saew(G5)Screw(G5) screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Edge Dnl.ne.In: V 2n2' 1' 2.12• 3-118• 1• 2-12' t' 21W 2° 3.118' 2' 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emtrednent(n7 1.314' 1-Y4' 1074' 1-314' 7 1-114' 1-114' 1.174' 1-114' I-1/01 14/4' 2' tali• 1018• woes ACTUAL PRESSURE REQUIREMENT FOR THE 2AMhna 4.75'MIn.O.C.7610 W.00ael CllpF 152r.. 390 bs 390 lb. 450 b9 890 tbs 1044 b3 270 lb. 280103 3541.9 1 7402m 3741be 6B41be 9/81.8 341 lb, 442101 %0 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor 90 4.69'Mtn.O.C-1 Slendnd orOM1sel C .3 7801bs 780 k0 X00 Ibe 1760110 3232 W 540 gra 500 The 108 lbs 1460lb3 748 th. 1272 b. 1892 lb- 682lba 8851D3 1120 b. CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anaam A 1.71'MIn.O.C.i Slendad orOEet alp F .41 11801be 14001.1 101011. 2695lb3 WA WA 940 IM WA 1065113 WA WA NIA 1383 bs 1770118 224011. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AD Mre 0 r Min,O.C./ 235 Ancb ales/ft.5: 760 lbs 700118 680 lbs 1560lbs 1896Ibo 540 lbs 560 lbs WA 760bs 748113 8801bs 1892 lbs 6621ba 8135 lb. 1120 ft CAPACITY WHICH MAY BE USED TO QUALIFY 8 Andras 3'MIR O.C./ 235 Ante CIO I(Fig.5): 15WIb. 1580lbs 1 660Ibe 3120lbs 3792lbs 1080109 11201bS WA 1520110 1496 in. 1760 lb, 3784 lba 1383113 1770 lbs 2240 lb. ADDITIONAL ANCHOR OPTIONS FROM THE 2A.h-dt 15-Min O.C./ 2rSA M Clips/ 7: 1660th. 210111b. 1NObs 3780lbs WA WA 1320 Ds WA 1500 The WA WA WA 2045 W3 2654 lb. 3780lbs ANCHOR CAPACITY TABLE. PROF)UCr RGVISaD 4 A.hm 1.3P Min.O.R I U0 h1o.125°AAnn. .5: WA WA WA WA WA WA WA WA WA WA WA WA WA N/A MO MAS n1 COmplyin8 withdw Fkwhk B AncMre 0.84'89..O.C./U{7i n10.125'Alum.F .BI: WA I WA WA IWA WA WA WA WA WA WA WA WA WA NIA 288tH {�-2.000°---I Buildblg Code 2Anohas kffMIn.O.0/F-05p(Fig.10' 390169 3W lb, 450108 690168 18161.9 270119 280118 35410. 740lb. 374 lb. 638IM 948bs 31711. 44210. 5w lbs A-pta,3�IVOl�O"42s8.c3 4AnoMm 1.77'Mtn.O.CIFCa, .11 59011,. TODM 505 FA 1208lbe WA WA 470109 WA 533103 WA WA WA 882W BBS IDa 1120109 2�. P. irello Date ?QZ� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: �� 0 hoduct • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1t;11 11 I I I7 • • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �.•'�,C`hISF P • • •. • 8.000' 3<.; •- ,t+ • • • • • .• .. • • 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS05 ' 1401,.5717 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21.23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. /I_ 16 •• 0101 ANGLE • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '•''1 •• - _ :•L/- FIGURES 7 AT3 OI• ( CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED =;OC,''• n, •'•.\�•� YELLOW SOUTHERN PINE W ITH AN SG OF 0.55.ALUMINUM SHALL BE6063-T6 AND BEA MINIMUM OF.125" t... •••••MUSTHE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO ��•;'�)J r•. G�� • • • • • • • • USED IN i/`Nk� •1'311 PAIRS. BEAT LEAST.125'THICK AND 538.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 8'X.25' A.LYNN'MILL�R,P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A Mulllon Capacity Table Ib5flej Opening Width((orvelUcely-spanning mlAbns)orOpening Helght(forholi2ontBYyspem1ng mtflorls) 60 In 601n 701n 60 in 901n 1001n 120 In 14091 1601n Rectangular Tiaprrdang. Rectanguar TmFYTdang. Rectangular TI.W&rg. RedalgNe7 T2prrdarg. Rectangular C. 2. Rectangular Trepr7darg. Rmtanguar TreprrdaM. Rectangular Trapr7rlarg, Rectangular TrWTdeng. ci 1.26"x2.11" Loading Lnadilq Lmdlrg Load-9 Loedeg lna&rg Leading Londlrg laaa0g LoaOlrg LoadOg LoadOg Loading L.&O Loading LoodBg Leading �Yre w x.126"Alum y{ _ &_ _ e �I g a_ �• Tube Mull at r§g i g a Ig a Ig a �� f9 ffi IO�' �` 0 I . �a }eg�ffiSg d 42 in 144,2 62a 167.0 428 120.2 528 14&0 419 103.0 528 13&9 414 gat 526 134.8 411 80.1 526 721 528 134.1 411 60.1 528 134.1 411 51.5 526 134.1 411 451 528 134.1 411481n 99.64071060373 00.5 403 94.7 325 69.0 403 88.4 320 60.4 403 81.4 317 63.7 403 4&3 403 78.6 314 40.3 403 78.8 MAI 34.5 403 78.6 314 30.2 403 78.e 314 W 64B251n 823 387 91.0 301 88.8 382 7&3 294 6&B 367 71.9 289 51.6 382 67.Z 286 417 362 41.2 312 63.6 283 34.3 362 83.5 283 29,d 367 63.6 Z83 267 362 &1.5 703 m 641n 67.5 318 74.1 267 666 318 64.2 261 4&6 318 67.7 258 424 318 63.5 253 31.7 318 50.8 250 339 318 48.5 249 28.3 340 49.1 248 24.2 318 40.1 248 21.2 318 49.1 248 W C3 o O m 6D In 49.5 268 63.1 218 41.2 2SB 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.6 258 34.9 204 24.7 250 33.4 203 20.6 258 32.2 201 17.7 258 32.2 201 16.5 260 322 201 V tp J _ 63 h 427 234 45.6 200 35.8 234 39.1 195 30.5 234 34.7 192 26.7 234 31.0 169 23.7 234 29.4 160 21.4 234 28.0 184 17.8 231 28.6 183 15.3 234 28 5 183 134 234 28.6 103 W ..1 3 ag y a i' 661n 37.2 213 39.4 183 31.0 213 337 178 2&b 213 28.8 178 23.2 217 27.0ff17320T.6213 25.1 170 1&8 213 2JT 189 15.5 213 272 187 13.3 213 720 78H t1.0 213 21.0 186Z 72In2&6 179 30.1 155 238 179 256 152 2a4 178 ?26 148 17.8 778 20.39 18.7 145 761n 24.3 161 75.4 140 20.3 181 21.6 137 17.4 161 19.0 t35 15,2 161 77.0 .=J p Z 781. 72.5 152 23.6 133 1118 152 19.9 131 16.1 1 162 ITS 128 H _N ABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: N O Anchor Co eclty Table Obs) 17 Ia- X Z o ANCHOR CAP.,,— ¢ as y,r avatldte 2.7R Calcrele 3.EN Cox. Hollow CMU FIOM CNu RT Ood Meld (DP„)X( )=ANCHOR CAP... (n �Q 6716•Eko 174'SS Eko 5116'EkD 174'SS Elm M10 Sled 012 SIml N12 Slrei MULLION CAP——) � Amha Type 3116•Ekoulimm 1/4•Elco Irl- 3116'Eko UNaz0h 174'EI[o011racan 04 AnchorCllp Patoms U3racm Agg.Galw tIll-on AM."Of screw(rs)Saew(W) S1-(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Egle Distarxe n i• z-t2 t• 2.12 3-1la r 2-t2' t' 2-W- 2- 3-118• T 0.4a 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emba0nml In 13!4' 1.114• 1514' 1414' 7 1414• 1.114• 1-114' 1-114' 1-t r4• t•v4• 2- 1.318' lora rates ACTUAL PRESSURE REQUIREMENT FOR THE U N 4 Amhom 3'Min.O.C.1 216A CI I 1' 780103 780 the se0los 15m 0s 1396103 540 ms 6601os WA 760 She 7489n ego lua 189210s 6B21bs 8&5 ms 1430105 OPENING,WHEN IT LOWER THAN THE MULLION Q r' Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED g i m0 O MULLION.IT WILL YIELD A MINIMUM ANCHOR qq� K 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. 1,266'--1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1ljiODUCT REVISEDus complyingtvith the Flocidn 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. Build'utg Codo I(oa21L.a FIGURE I: AcoeptmccNO �2) 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23: 88p1/atlun Dae HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.. 16". By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Ded"-11, ANGLE CLIP MUST BE USED IN PAIRS. -125• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - `�� (\NNN CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r �� �pt�,.•••'••• ,•((c YELLOWSOUTHERN PINEWITHAN SG OFO.55.ALUMINUM SHALL BE6083•T5AND BEA MINIMUM OF.125' I ���,•'�ttiE1'ISE '•.'P THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.125'MULUON `r LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) r: )�J.58705 _ THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. nr_ Tom'•. til UR10�`.,',•C i�.: . A.LYRtm Ll Ltd,P.E. FL P.E.#58705 TABLE 154 ° MuIIIOnCapacity Tabl•IbsW) Opening Width(for mtrally-sparrdrlg mullions)or Opening Holght(for Wwrlla*spaming mtl!iau) WWiyC,, 50 in WN 7oN 50N 90 In 100 In 120 In 1401n 1601. k• �Q o Reelengular TrepRdang. Recl4ngWer Trep7dag. Rectangular 7rep Tdarg. PectanAUar TrepRdeng. Recleng4ar Trepl7dmg. Redengular TrnplTdang. Rxtenpufer hep/Tdeng, Raaler9gUar TrepRdeng. Reclenpller Trep/Rleng. n w 3.26'•30 Lo�'g toodng Loadna loading loadlp Loading loadng Loadng lneding LAadng Lwdng Loodhg Loacing lording Lmdng Loading lording Inadrg 0.Y u DEO.AL ex 5xt x - �$• ,. x p qx F 2• p_ _ t�{•_ xR F_ LF .F_ .�_ xA_ BAY MULL isE O E E 11 "i c�� g� u u u 3 d iS 8 r9 O cR u 8 u o 21 'i� � oil I oil y 121 : � a - W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 BOB, 110.0 506 170.0 092 woo 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 140.1 1740 170.0 621 J W 46N 170.0 708 Woo tit{ 170.0 B50 170.0 564 170.0 992 170.0 WO 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 152.2 1522 170.0 680 130.5 1622 170.0 660 t14.2 1522 170.0 680 _ 50626 In 170.0 747 Woo 583 170.0 BOB 170.0 631 170.0 1018 170.0 684 170.0 1195 170.0 727 170.0 iN5 170.0 747 184.1 1M3 110.0 758 138.9 1443 170.0 756 117.3 1443 170.0 758 102.6 1443 170.0 756 W o 0 SIN 170.0 797 170..0 812 170.0 956 170.0 891 170.0 1126 170.0 761 170.0 1276 170.0. 803 160.4 1363 170.0 637 144.3 1353 170.0 650 1200. 1353 170.0 601 103.1 1353 170.0 Bet 90.2 1753 170.0 8111 m co 60 N 170.0 605 170.0 701 170.0 1063 170.0 707 187.0 1215 170,0 078 148.1 1216 170.0 944 128.8 t218 159.8 936 118.9 to 1210 152.1 021 07.4 1218 .148.1 913 83.6 1218 146.1 013 73.1 1216 146.1 913 F- V J 63 in 170.0 930 170.0 745 170.0 1116 170.0 860 150.2 1150 168.8 033 131.4 1150 163.0 014 118.8 1160 141,9 098 105.1 1150 134.2 OILS 87.6 1150 126.7 871 75,1 1160 125.2 870 85.7 1160 126,2 670 W 68 in 170.0 874 170.0 789 152.4 1018 165.8 BBI 730.6 1046 146.6 684 114.3 1046 133.1 550 101,6 1010 123.4 819 01.4 1010 110.6 6M 76.2 1046 109.4 821 B5.3 1040 108.2 818 57.1 1048 108.2 816 z -J m E �w 9 72N 110..0 BW 147,9 781 117.4 660 128.0 746 100.8 880 110.6 734 60.0 BOB 100.0 722 782 d60 92.0 712 70.4 960 88.2 703 56.7 BOB 782 893 60.3 880 78.6 BOB 44.0 BW 78.4 BBB 7 0 Z _ 78N 119,7 Igo 125.1 600 09.8 790 108.4 e76 85.5 780 93.3 603 74.8 790 83.9 852 66.5 760 76.9 843 59.0 790 71.7 635 49.9 790 65.1 824 42.0 780 611 019 37A 790 61.5 817 70 In 110,6 750 115.5 657 023 750 98.1 044 79.1 760 85.0 602 892 760 77.1 621 61.5 760 70.8 812 55.4 750 65.7 605 46.2 760 69.4 594 39.6 750 60.2 588 34.6 750 65.5 588 Z Q ¢ N o 901. 72I 083 744 500 80.1 563 62,0 491 51.6 667 64.6 403 45.1 563 48.9 475 40.1 663 M.4 468 36.1 661 40.9 462 30.0 867 36.2 452 264 563 33.3 445 225 603 3t.8 M2 F W Z 00 0 981. 59.4 496 61.1 M3 49.5 495 51,5 435 42.4 495 M.0 427 37.1 495 39.9 421 33.0 495 36.1 416 29.7 495 332 409 24.0 405 29.1 +00 21.2 495 26.6 394 288 495 23.0 390 C13 W� �C" U5 X 1081n 41,7 391 426 353 34.8 381 36.0 318 29.6 391 31.1 342 20.1 391 27.6 337 23.1 301 24.0 333 20.9 391 22.8 328 WA 391 103 321 14.9 391 17.8 315 W Ur p Y Y 1111. 39.4 370 383 335 32.0 370 33,0 330 27.5 370 28.8 328_ 2+.0 370 25.3 320 21.4 370 72.8 318 19.2 370. 10.9 312 18.0 370 f8.1 309 p W (q 120 N 50.! 717 30.9 289 26.3 317 26.0 284 21.7 317 22.6 260 19.0 JIT 1B.D 278 18.9 317 17.9 273 Q 'M Q O 144 N 175 220 17.8 203 Z B ANCHOR CAPACITY ADJUSTMENT FORMULA: 42 Anchor Capacity Table be ANCHOR CAP-.,- _ Sutnlrete: 27N Cacrela 3.5%conc. Hollow emu HIM CMU PT Wood Metal (DP„)X l/ ANCHOR CAP.,•, 5116'Eko 1/4'SS Eko Sri6'E110 1/4•SS Eko to SIeN d12Skei 012618¢1 `MULLION CAP.,,,•„�� Anchor Cllp Patteme Anchor Type: ]IIS•Eko Uliracon 1/4'Elco U.ra m 3116•Eko U11-on 114"Elco UOrecon UlU.. A99MGafar un.con ADgreGator Screw(05)Sorew(051 Screw(051 USE THIS FORMULA TO OBTAIN THE-ANCHOR Edge IXsmnce(N7 t• 2-12• r 2412• 3-ve• r 2.1rr r 2-12• z• 3.18° 2• 0.48• 0.54• 01324• CAPACITY REQUIRED'CORRESPONDING TO AN EmOMmrn1(ink 10./4' 1-3/4• 1.314' 1-314° 2' t-1d' 1-tp• 1-1N• 1414• 1-114• WIV Y 13IB' 1318' ranea ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchore 5•X98 O.C./(2)245AngieCdpa/(Fig.f7 1801m 3BO Ibs 4sotm BOOM 17601b. 2TOma 2601ba 354160 740 tb. 374 ft 720 1b, 946 ma iii ms 4/2168 550 me OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arot.re @ 3.5'X6n.0.0.1(2)MAnple Clips I(F10.21 760 ms 7BO Iba 700 ma 1870100. 925 A. 6401m5601bs WA 11201ba 748 Lbs 8601m t802Ib- 682 ms 8651bs 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED BArw 271•Rin.O.C.r22e5 k /F .J 11201bs 112016. 958100. 2148159 22548. WA 04016. WA 10591bs wA 1320 ma WA 10221.0. 1 13x71.. 16601m MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REViSGD FIGURE 1: m ceroplying wish lha rI&m* R011dIng Code TABLE NOTES: )tv ) Acceptance No $•4�g • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Pi ti Data rZO ZI SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. By ! MI Dade Product 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11:I I 1 fill,". FIGURE 2: 325- .` LY a !,• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, \� ( ,......,r/((�, • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ;;.••�1UEl•!;F ? - FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250° 4,u,:;BYO•`+ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED - _ • 77. • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BE AMINIMUM OF.125' !/t fI11� !r THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30•BAY f) '• iA7ElUH• LEAST.125°THICK AND 436.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION � () .,• A'f.OR10�•'��C•.� a • THE MATERIAL.#10&N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. .�-11�` A.Ll/NN MIL,II R,P.E. FL P.E.#58705 ABLE 16A 9 � Mullion CaDsofty Table 9IR7 Rig OponinpWidth(forvelUca*spannirgmullions)orOponingHelpht(forhod axtarrspamlrgmullions) 50 in 601n 701n BON 901n look, 1201n 1401n ISO In Pegaigular TmpRd8n9• Rectangular TmplTdeng. Rectangular TraplTdang. Ract9ngufar 7tep7Tdang. Recknpier TrepRdeng. Reclen9Jer TIepl7darg. Rectergidn Trep7Tdtvg. Ractenguler Tiepaden9. Rectangular TrWW&N. c o 3.26"46 Loa L..dng Lowing Lowing Loft Leadn9 Lmdn9 LmdN9 Loadirp Loading I.-Ing L-5n9 Lmft Lowing Lowing Lmdn9 Loa&g Leen syr U DEO.ALto ,g z, a t L• ,. ` .. 8' a F p 2r 2^ E' NBAY MU LL CD a ii Z C4 a 6 �s � f- 42 N 170.0 620 170.0 435 170.0 744 170.0 478 170.0 1188 170.0 SOB 170.0 egg 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 15a3 1871 170.0 521 W 45 In 170.0 706 170.0 524 170.0 850 170.0 5% 170.0 982 1740 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 18&7 1637 170.0 600 140.3 1837 170.0 Beg 122,8 1837 170.0 650 2 50.62541 170.0 747 170.9 563 170.0 088 170.0 831 170.0 1018 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 758 120.1 1552 170.0 756 110.4 1552 170.0 758 W O SIN 170.0 7117 170.0 812 170,0 956 170.0 691 170.0 1116 170.0 754 170,0 1275 170.0 807 170.0 1134 170.0 837 155.2 1155 170.0 658 128.1 1455 170.0 081 f10.a 1455 170.0 BB1 87.0 1455 170.0 881 m 1- 60 N 170.0 085 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 157.1 1300 170.0 944 1393 1309 170.0 906 125.7 1J09 163.5 994 104.8 1309 157.1 982 08.8 1309 157.1 082 78.6 1309 157.1 9112 )- U) tD J 63 N 170.0 030 170.0 745 170.0 1118 170.0 850 IOZ9 1247 170.0 940 112.5 1247 1845 9&1 126.7 1247 1528 965 114.0 1247 144.3 952 95.0 1247 1362 908 91.1 1217 115.7 935 71.3 1217 135.7 975 = IL d O 601. 110.0 074 1740 LBO 170,D 1189 17QO 903 140.4 1190 163.7 965 128.0 1190 147.0 045 116.4 1190 138.5 929 113.9 1190 12&4 914 86.8 1180 119.5 806 74.2 1190 118.1 8113 64.0 1190 11&1 893 Z (f) 721n fa1.e 1010 169.6 677 134.7 1010 144.8 850 11&4 1010 127.2 &2 101.0 1010 114.7 628 08.6 1010 103.6 817 80.9 1010 11&9 507 872 1010 90.0 795 57.7 1010 87.6 700 SOS 7010 87.7 708 J 761n 137.4 900 143.8 792 114.5 908' 122.0 775 98.1 908 107.1 781 85.9 006 9a.2 749 78.3 906 58.2 736 611.7 908 82.3 729 57.3 908 74.7 710 49.1 906 71.2 710 42.0 008 70.0 706 �� Q r d 781. 127.1 a81 132.5 754 105.9 661 112.5 738 90.8 061 98.0 725 79A 801 80.5 713 70.8 861 01.0 703 63.8 081 76.4 694 53.0 561 80.1 681 45.4 801 84.5 675 39.7 661 83.7 972 H Q Q N O 90 In 82.7 618 65.4_ $74 65.9 840 72.1 564 59,1 646 62.9 SM 51.7 644 56.1 545 46.0 846 50,0 537 41.4 616 47.0 530 34.5 elg 41.5 519 29.5 048 30.2 511 25.9 W 38.5 SW Z O 9041 88.2 580 70.1 508 5a,0 666 59.1 409 40.7 686 61.1 491 42.8 580 15.0 407 37.8 SBO 41.4 418 31.1 589 18.1 170 111.! 580 17.4 TSB 24.3 5e8 78'5 152 21.3 506 25.7 447 Bn m 100 In 47,9 449 48.8 405 39.9 449 41.2 399 342 449 35.7 393 29,9 k,9 31.7 387 28.5 449 28.6 382 23.9 449 2&1 377 20.0 449 22.7 308 17.1 449 20.4 361 1&0 448 10.9 356 111 N 44.1 425 45.0 385 38.6 425 37.0 379 31,5 425 328 373 27.6 425 20.1 367 24.5 425 26.2 362 221 425 24.0 358 18.4 425 20.7 350 15.8 425 10.6 343 d' WO 1201n 34.9 361 35.5 311 20.1 384 29.8 328 21.8 301 25.8 321 21.5 304 220 317 19.4 301 20.5 313 17.5 384 16.7 300 U V Q O O 144 In 30.2 253 20.4 233 18.8 253 17.1 230 R-= Z m O O TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(II ANCHORCAP.,,�,,,,", Subs+mle: 27k Cpgrele &5k Cant. Hot!"(TAU FEW CMU PT Wood Meld (DP„)X( >=ANCHOR CAP.e" '5118•Eko 114'S9 Eke S11a Elco 114•SS Eko e10 Steel p+2 61Be1 612 Sled MULLION CAP.,,,,,,„, Anchor Cllp Pattem9 AncM Typa. 1118'Eko NDecan 114'Elco Macon LZ" 3110•Elco Ulu.0n 114'Eko Ubacm Aggr-W- Ultmcan Aggracelor Scmw(G5)ecmw(G5) Sc (G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge oasbnce On): r 2-1n• r 2.1rr 1.116• 1• 2-Ire r 2-gr 2• 3-118' 2• 0.48• 0.51• 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment M): 7-3'4• +3p• 1-314' t-91• z t8'//• t-v4• t-114• 1-v4• 1-tr/• alp• r lata 13/6• modes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhora 5'Mfn O.C.f 22x5 / .1 1901dt 8'90 Ws 4501Ds 890158' 1700151 270 be 280lbs 354 m9 740 ms 37410e 720 IM 9469. 341 Ibs 442 Iba 569+bs OPENING,WHEN nIS LOWER THAN THE MULLION 4A.hom 3.5'Min.O.C.1(2)2x5A kCepal(Fig 2): 760bs 760 D5 790 lbs 1610l 2525 WS 540 Me 5801DS wA 1120Im 748 Ibs sea IW 1092lbs 6a21be 885II. +120IDs CAPACITY(FROM THE TABLE)OF THE SELECTED B Amhara 0 2.71•Mn.O.O 1 2 W Anole Clim 1 ft.31 1120lbs 1120 lbs 1 958[be 1 2246 lbs 2254 be I wA IB401Ds WA 1059151 I NA 1320 R. WA 1022 lbs 1321 be 1880105 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: n, c-plying with the Florida TABLE NOTES: Building Code 1(o•O'1lP�.o.3 Amptancc No • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Expiration Date 2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dy FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM . . 5°- SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \��1�1 1-YP..ln1•/<( HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23125' 4 : >,O� .••• .< --� • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .>,•' J' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" �)U q.1,-105, FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED - _ _ • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" 11` r�: THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ;•�1•. Q8' 6 LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45•BAY OF •: 11� MULLION A $TP.1' • • THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ��'. •�'1.Olt1O!� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.L1. R''.E. FL P.E.#58705 -j 1.000" 1.000- 1.062"- .063' .385' 740" w .062' I •}-{ .125 -I 1-.125' G' �+ 062' I o .438' I I p t 4.000' •125'STANDARD CLIP I gx u 4.000" 4.000' 2.625' 2.000' 6063.76 ALUM. 2.125' i 2.000" 2X`ANGLE CLIP U-CUP •125" 1 %•SECTION I 6063-T6 ALUM. I 6 X.SECTIONM .125' .125' X-SECTION L Nin .125' .1031' r - CD W 1 .125'J O (- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W '125 375. ,155' 375. DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m K 9 to HOLE DIAMETER:ANCHOR DIAMETER+1116'. W o O 1'X 4'X.126' 1'X 4"X.375" 1'X 4'X.375' S 500" m to o !- MULLION MULLION 'T'-MULLION 5.000' Z M 6063.76 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 3 125• CUT HERETO 375• MIN.375" O (O J X-SECTION X-SECTION X-SECTION •375' - .{{-_CREATE.SHEELCLIP,T SEE MIN. I DETAIL F,SHEET4 rC MIN. Z j 1.250` 1 .375' Z LU 2, m ____-_ CENTER OF ' r-------� r- -# r--------- i .375' Z ->P : 1.250' 1.250" i i I i i I ANCHOR HOLE j j MIN. J a 6 gZ I I I I MUST LIE WITHIN I 1 I I I I THE DASHED I 1 Q J �� I i I I I F BOUNDARY.SEE I I ~ U Q Of O 2.875-9------ -'--- SHEETS 5-20 FOR F _J.`_ ___ _I F- N I 1 I I -THE ANCHOR O.C. I I % F zM o Q fCD 3.94' i I I i I F I MAXIMUMISTI i �_ NCE- 3.250' 3,250" I I I ANCHOR HOLE i i � J I I I I 1 DIAMETER: .100" .100' I I I I ANCHOR I I J .1 DO" _L J LJ L_____________________J V Q I DIAMETER+1116". Q z 0 0' .100' -T `- 2X5 ANGLE CLIP AS s.0 624" 624' rC STANDARDCLIP U-CLIP 6063-T6 ALUM. --i .820'F^� --I ,820' r_ 1 --1 .820" F^-� CENTER OF ANCHOR HOLE MUST LIE 6 OPVEWM 0083-T6ALUM. TOPVIEW 666 WITHIN THE DASHED BOUNDARY.SEE 1.25"X 3.25'X.'100" 1.25'X 3.25"X.824' 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 Dimension Vulue(In) For Mullion: Dimension Value(In)For Mullion: 8005-75 ALUM. 6005.75 ALUM. 6006-TB ALUM. DIAMETER:ANCHOR DIAMETER+1116'. X-SECTION X-SECTION X-SECTION F 3.68 1 X4"X F 1.938 1.25'X3.26' G 1.000 .125 0 0.500 X.824' J H 2680 Aluminum H 1.438 Aluminum 3.469' 5.500' 1 ( 3.000 Tube Mullion 1 3.250 Tube Mullion 2.861" .375° F 3.107 1'X4"X F 2.625 1.25'X3.94' �1.377'� .125' 1.677-1 •125° MIN. 375" G 0.757 .375' G 1,125 X.624' -__ _-_,� �_______� H 2430 Aluminum H 1.500 Aluminum _;,{141UL'r RFVISED I I I I I 3.000 Tube B,'T 1 3.250 Tube Mullion :o complying wig#the Fluchk 1 I I I I F 2250 1.25'X3.25' F 2873 30'Ba mug Building Cede .125" 1 I I i I G 0.760 X.100' F 2.876 45-Ba Mull AcoelN.-IN.(G-0218.03 I I 1 I H 1.500 Aluminum E Pimti Date 2021 .125" 45' 2.250" 1 I 1 I I I 30' I I I 1 I 3.250 Tube Mullion 13 I I I I H y Mi Dade Froduol 3.250'45°BAY MULLION I 3.260" TABLE D 30*SAY 6083.76 ALUM.N 80%8-SEC ONM I `--'"-`-J 1 ---"J Mull Dlmenelon POT PaRM \\\\\a(LYNN u1�11i,� X-SECTION I (sheet#) Mullion S(d.Clip Offset Clip U-Clip Angle Clip O� ••.�(•� �� V X4'X.125'(10) 89384 688111M 6881122M SM41M B66518M ��:•'-ti\GGNSE i I G OFFSET CLIP ,�; •'.7C J 1 .226' I ` :125' I 6063.78 ALUM. 1'X4'X.375'(11) 66610 668112M 6661123M 856242M 666510M _ p10.54705 .228' {-,981'-t F-.981'-4 TOPVIEW 1'X4'X.375'T(11) BM53 666112M 6681123M 888242M 608519M - NOTES: . 1.25'X 3.25'X.100'(13) 20180 6861127M 6661124M 6W2410M 6WS115M LY. 740' VVV III (LI:z 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'%3.25'X.624'(14) 20781 8881728M 8881125M 668241 / 1M 6B85718M 1,25'X3.94'X.824'(15) 20182 6861117M 8681128M 666241M 666517M 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 68849 WA WA WA S685110M �•���'•.,F�ORN04:<Il�% 45 Degree(20) 88850 WA WA NIA 6665111M ,�'i�Ss(() 4 `� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LNN, `#1# R'�.E. FL P.E. 58705 TABLE E ® n Mull Dlmenslon PGT Part# rL t3 (shoot 0) .126"Std.Cllp U-Cllp Angle Clip •125' --��- .125° 2'X4*X.25'(l6)j 66602 666261M 666271M 6665112M Ir osi 2"X6°X.25"(17) 66604 666262M 668272M 6665113M LDARD CLIP I U-CLIP I 2X5 ANGLE CUP d 3-T6 ALUM. 6053-T6 ALUM. 6063-T6ALUM o= 2 O 2.000' ISECTION 2.125" XSECTION 2.000' XSECTION NOTES: N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 -125 1 .125" .125' c5 sm DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L T Z iN 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE �--1 490. I O F HOLE LOCATIONS. 1,490' J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ 5.500" CUT HERE TO LU U 2 o O) 3.500' CREATEF•CLIP, 5.OD0° 375' rn (� o O 2.000" .375" 'C �_SEE DETAIL F. .375' .375' �- MIN' = ZO J MIN. SHEET4 MIN. I-- �. � Z r-------- ------I- --- -- ---� I I r---------------------i Z �� m "2 I Qjj EL I a.Doo' 1 ---- ---' .250"-- - - -- --^ 3.436° F + 3.436" T I �' V Q p� o 2"X4'X•25" 1 I I Z ❑ N MULLION I I 3.438° I I F- Z yZ •- 6063-76 ALUM. j j I I � ¢6 y p X-SECTION I I I I I I .375' Z y 1 1 ---� -- L---------------------d--r MIN. W 0 0 �- STANDARD CLIP 2X5 ANGLE CLIP U-CLIP,6063.76 ALUM. Q z O Q CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2'X 4"MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T8 ALUM. a Z y(A (n -2�' -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIL-W WRHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE 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' 3.500" -�I CREATE F•CUP, ,375 MIN. 1C r_SEE DETAIL F, MIN. .375' SHEETA MIN. 375° I I I I I I I I I I t 1 I I 1 ^iiOOUCT'RGVISED I I I j j as complying with tk Florida I I I I Ouilding Code I I 1 Acaplence tJo lr*026-03 I 1 E pimlim Date Q07 I I I I I .250, 6.000• ¢ -i-- T-- --i - 4.688° ¢ r- - 5.438„ �- +--------i Mi Dude hoduct 11, I 1 5.438' I 5.438' MULLION 6063-T6 ALUM. I I - No.58705 _ -- X-SECTION 375" = 1------------ 1 1 1 L----------------------J MIN. '.'�1 (/b�Q• f i l.Yl. -------- ------ --------' 1;tortV; N STANDARD CUP U-CUP 2X5 6063-T6 ALUM. 6063-T6 ALUM. 606376 ALUM.GLE CLIP /� 1`5/, �� TOP VIEW USED FOR Y X 6"MULLION,SHEET 17 TOPVIEW r+�IV�y�4%t TOPVIEW A.LYNN MILLER,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF.60.01-60.0 PSF. n Ise w NO ANCHORS IN HEAD 1)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 ®off ---I 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 _ _ i DESIGN PRESSURE OF+60.0/•60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. U x� 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+/-58.3 PSF AND WOULD FENESTRATION DETAILS, ( ) 4Y K NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS SHEETS ro.2 APPROVAL 2.3 FROM TABLE 4A,SHEET 8,THE 1•X2.75-X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE Lo 72• OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 B Da // ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z H- U) SEE 0 F Oe7aLs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 111 SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J w 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. i N J IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, Ul O No ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: r) In 32' 32' co --I1-MULL WIDTH 636LBS ~ � (60 PSF)X( )=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) � 2 OPENING WIDTH 72.7 PSF � m z g THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-31W.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-55.0 PSF- Q { FOR THE VERTICAL MULLION: 1,_ Z 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=105"AND THE OPENING WIDTH IS 36•+36'+1"=73'.REFERENCING SHEET 25, Q Z eD o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL N to o ar EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J a S° w 10 MULL WIDTH-_ FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH=110")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF N I I_ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F" FROM TABLE 12A SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108•,OPENING WIDTH=SO-)HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z m(Ojy SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. O s.O -SEE DETAILS. mQ. 32' FENESTRATION sH23Ts BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36•+2"=74,NOT 73•AS PREVIOUSLY F $ �'"i -� PRODUCTS \ ASSUMED.VERIFY THATTHE 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 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I I CONCRETE HEADER AND SILL ARE 6'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION L -� USING THE STANDARD CUP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2-GIVES AN ANCHOR CAPAGTY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 6 DETAILS, DETAIL E, OPENING SHEETS 2-3 SHEET3 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 HOR17 MULLION TYPE COULD BE CHOSEN. Mu ON 72• PROAUC7REVI56D 1 1 THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72•+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE os Buildingu s Wilh G a Flori n ptGodo USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.260-MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF:+1-170.0 PSF WHICH EXCEEDS THE Ae�Pra„m M Ira-0115.0.3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Qim m Dale 202 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" 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 ada hoduet za (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 11 I I I I I 1 ANCHOR CAPACITY OF 521 LBS. '\ LYNN p Iii 38',HORIZ. II II 38•,HORIL 1 i --Ih- -y 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FORTHE U-CLIP SHOWS THE ANCHOR _`�i�\•.•'V1CLiJS� '•�`� MULL LENGTH MULL LENGTH-,•(I CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. Nu.;i97O5 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:+/-64.7 PSF FROM THE VERTICAL MULLION: .11 L+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHINGTO CMU; P7� +1.170.0 PSF FROMTHE 38'HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION), ) r,A THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •'•.,!'LUFt1OH.• (}' <1iS •........ VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �ii�?/0NA, �,� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAN MILLI=I2,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL TRIANGULAR LOADING: ,ten ®� n 1 $.� c PW 6 I PW Pw q r 6 K N SHIDH SH/DH - SHlDH SHfDH Py PW- - n �m E- I Z wN rc 4 4 4 I o I � m - - - - i C, w o O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i J a HINGED J I DOOR m I LOADING OF VERTICAL MULLION m PW ' 1 W 1 7 �P Z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d o PW �/ I z Q N o I Q z /_- i PWI PW PW � Z 8d ON Lu _ME _ PW -- D_ Q 4.11 SHIDH SHIDH SHIDH SHIDH Q OJ Z O O ELF 4 r r SHH- - � &� � ID r r r _ r N I / / LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I /• / / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I PW PW HR I L - _ _ LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION i I PIA HINGED DOOR PW PW I NOTES: -.RMIUCT REVISED _- - I anwmplyiug wilh Na FtmWa 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL AccelNa+,oe No p j PW CONFIGURATIONS. "�imtt Dan QO PW - CONFIGURATIONS NOT SHOWN D f MAY BE EXTRAPOLATED FROM Miazn' a haduU THOSE SHOWN. , 1 2)IF THE LOADING TYPE CANNOT ��'1�•; LY)�41/�!//// BE DETERMINED,USE �� OZ'.•••"'•••.��CCr //l _ PW RECTANGULAR LOADING. PW PW 3)SEE PRODUCTS'APPROVAL FOR ACTUAL ANCHOR LOCATIONS. = _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL LOADING OF HORIZONTAL A.LvNr{AI�'aRj MULLION MULLION FL P.E.#68705