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HomeMy WebLinkAboutProduct Approval (5) Florida Building Code Online Page 1 of 2 R C ``D 0 2 0 5 r Florida Department! BCIS Home ( Log In User Registration Hot Topic Submit Surcharge ! Stats&Facts i Publications FBC Staff BCIS Site Map Links Search I Busines 4USER: Product Approval Professi -al Public User Pit Regulation Product Approval Menu>Produc[or Application Search>Application List>Applicatio21P. P m FL# FL261-119 Application Type Affirmation Code Version 2014 Application Status Approved *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 Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard)- Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By DI affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A FL261 R9 COC FL261 to 2014.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGt... 11/10/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 06/29/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 SummarV of Products FL# N Z.;;;Model,Number o ame Description IMuIMons°or AlI qo rs�andzWindo s Alumi�tufn/VjL�yl Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL261.R9 C CAC 14-1105 01 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL261 R9 II 14-1105.01.Ddf (NOA)for product performance information,and mullion clip Verified By: Miami-Dade BCCO-CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ®© [C6ec1 SCCUrItVAtL?IUCS i http://www.floridabuilding.org/pr/P _app_dti.aspx?param=wGEVXQwtDquaucoIwmuGt... 11/10/2015 i MIAMI•DADE M10-II--DADS COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIIIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mnv.nciamidade.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. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mamier,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 Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series°°PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 Iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lyme Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 expiratioif 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. AD VERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 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 Jaime D. Gascon,P.E. NOA No. 14-110.5.01 M1AM1•DADE COUNTY `' ids 4spr� Expiration Date: May 26,2016 Approval Date: February 12,2015 Z� t� Page 1 1 - i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under-previous NOA No. 10-0819.05) 2.• Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and 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-previous 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, F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5°i Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. ainte D. Gasco-i ,P.F. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. 171-6443, issued by Fenestration Testing Lab,Inc,, dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Subuniffed under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Subn:iffed widerprevious NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion--L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: ��uu NON-IMPACT OR LARGE AND SMALL ®$n MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THEx ,#, 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...................... C x Ed a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..........................1 tri�� p ELEVATIONS.................................I FIGURE 1: NUMULL TO 2X WOOD. n 4 MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHESTO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS .............._.......2 MULL TO 1x s MASONRY.............z SEE DETAILS MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL I AD,G,H; RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. NSTALLATION NOTES..._..............2 fi• MULL TO MASONRY......... 3 SHEETS 23 SHAPE MULL TO STEEL STUD_............._.3 S OD 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..............................3 F~ I T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS............................3 V1W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. aLrERNArarE CLIPS.._.............q Z BAY MULL INSTALLATION.__......._4 W 1 X 2 X.126 MULL SPECS_..........._6 -U i 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE J W / \ INSTRUCTIONS. 1 X 2X,375 MULL SPECS„..........._6 _ 1 X 2.75 X.375 MULL SPECS..._.....? \ 1X2.75 X.65 MULL SPECS............a Z N SEE DETAILS / I/ \I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.SOD MULL SPECS,.......9 W O p sAEET U 6; _ III _ \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24,FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.12b MULLSPECS........_._..10 DO (= m 1 ATHRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1%4%.376 TUBE MULL SPECS 11 I... Q ,J i1 III SHEETS23 1 X 4 X.375 T MULL SPECS 11 J I 1.25X 3.188 X.265 MULL SPECS 12 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W I / ... g OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 z L I MULL VE HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS 14 Z W C) 8 E LENGTH HORIZONTAL 1 .25 X 3.94 X.624 MULL SPECS.....15 Z MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.26 MULL SPECS.._...........16 0 Q 9 Z SEE DETAILE, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.26 MULL SPECS...............17 Q In r SHEET 3 1.26 X 2.11 X.125 MULL SPECS....16 0) AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1- 30'X 3.25 BAY MULL SPECS...._...19 Z F Q O) o REACTIONS. 45'X 3.25 BAY MULL SPECS 20 Q O MULLION B CLIP DIMENSIONS....-21.23 I- Z FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSUAFBPA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1 8 2.....................24 m PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......._...........25 cn BE OF ANY TYPE W MANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F Z U) CO BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U W a O O I i PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a B(9 Z N /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ,� u0 HORIZONTAL A-D,G,H; M.U_ SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY 1S UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/M FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL'. PRODUCEREVISED m-tuply/ns whh d1e Florida MULL OPEMNG WIDTH I I---HCRIZ.MULL LENGTH-1 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING DulldlogCodc '1 LENGTH 1'- THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AoocptmleoNo OS.• r� MULLION CAPACITY(LBSlFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING OBTAINED IN "Im"av ; / STEP t). f OPENING .�1i. / HEIGHT B11an11 4dC OPENING M LL // // FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE Icol HEIGHT LENGTH �” r RII7 // N // VERT. REPRESENTS THE WIN DLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. f� Y V LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\\\ .SON,.••.NN Qj 77i� CAPACITY S METATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR L L `� P?••' UCENSF•��lF��i OPENING WIDTH _ NO,58705 �f SINGLE MULLION SINGLE MULLION FOR VERTICAL A1ULL 7)IF THE MULLION CAPACITY(LBSIF V)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT'1 FOR THE 'I FORPVERT VERTICAL OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _-0 VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS •'• S7 i eq�FIS (V�� FROM FIGURE t ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION \PS, •. /710. •',\C,`` PRODUCT ASSEMBLY. �NG��\ 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �// IL�1 A.LYNN MILLELEti,P.E. FL P.EA/58705 o 1�j ti DETAIL A: DETAIL B: MULLIONo TYP.ANCHOR Cx MULLION TO 2X WOOD BUCK ,—MULLION MULLION ATTACHED TO 1X SUCKSTRIP �z g w OR WOOD FRAMING WOOD BUCK AND MASONRY AND APER SUBSTRATE, F v ATTACHMENT SEE SEE TABLES 10-169 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEE NOTES, N I MULLION I SHEET I. ... N�m LD d I I I I SEE SHEETS a eb MIN 2.7 KSI ••• ', '• EDGE J ERHERTHE I I I 21.27 FOR HOLE d I I CONCRETE OR CMU I , I DISTANCE, J W LOCATIONS I F-- SEE SEE TABLES _ STANDARD0 ° I 1 I EDGE DISTANCE 1B46B Q'9 In OFFSET MULL a EDGE o rG CLIPMAYBE I DISTANCE o I ° FOR MASONRY W Q C3 S O INSTALLEDBY a .d I II FORWOOD / I I ANCHORS m U 0 F THIS METHOD. ° SCREWS 260'MIAf(FOR °ad I I SIDE VIEW z Z J ALL MULLIONS d ~c O J ° a ° e EITHER THE C 1- ' d STANDARD 0 � U a e ° OFFSET MULL z $ d ° a CLIPMAYBE Q' d a ° EXTERIOR a ° INSTALLED 13Y Z THIS MIETH00. J a a d EDGE Q z V' d a DISTANCE Q O Z N 0 ° e G FOR ' Z ° MASONRY m Z THE OFFSET CLIP IS ANCHORS a �� CD ° RECOMMENDED FOR ° EXTERIOR d ea FIN-FRAMED 4 WINDOWS,BUT MAY W Q ALSO BE USED FOR I•" OTHER FRAME TYPES. U Z Q O O g� zom w'O`n TYP.ANCHOR TYP.ANCHOR w TYP-ANCHOR PER SUBSTRATE, PERSUBSTRATE, PER SUBSTRATE, SEE TABLES 18.168 SEE TABLES 1B-16B SEE TABLES IB-168 EDGEIEND BUCKSTRIP DISTANCE ANDSEETABLES T' ATTACHMENT EMBEDMENT BUCKSTRIP 16168 I ," BYOTHERS, AND EMBEDMENT' SEE NOTE 1, ATTACHMENT I ,•° SHEET I. . BY OTHERS, • SEE NOTE 1. •• SHEET 1. MIN 2.7 KSI CONCRETE OR CMU ,. PRODUCT REVISBD SIDE VIEW FRONTVIEW Build lnngOhodcvMtheFlarida FRONT VIEW t7Z mDrnNo L} Da �p INSTALLATION NOTES: :MiaPloducl Comm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \���L�ONY LONLY.BECAUSE THE ANCHOR YNy CORRECT QUAN ITYAND LOCATION COFANCHORS MUST ITY IS BASED L EOFCLLO ED,EFERTOTHE N THE ANCHOR TO TABLESONTHE pDISTANCE,THE ��N'•LICENSt''�i`IFP�ii FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.58705 TY 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. — - =•U ;[�( 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. '• �� :oT'. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED •'•:�<ORIDP„••' ELCO ULTRACON OR ELCO V4'S.S.AGGREGATOR MASONRY ANCHORS. .,LS/�....... " .. NG`�� l A.'L'YN�l4�BR,P.E. FL P.El 58705 DETAIL E: h DETAIL C: .125'MIN. MULLION TO MULLION ® � MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: z�gq MASONRY STRUCTURE /-MULLION (U-CLIP) INTERSECTIONS.MAYBE INSTALLED IN-TEE'OR-CROSS' � d o (STANDARD CLIP SHOWN) e ao VARIES FZ x 2)MAY BE INSTALLED HORIZONTALLY I (SHOWN)OR VERTICALLY. I TYP.ANCHOR c. , N EITHER THE I I PER SUBSTRATE, L3)SEE U•CLIP DRAWINGS,SHEETS 21-23 5 m STANDARD OR SEE TABLES 1 B-13B N Y N OFFSET MULL i j FOR CORRESPONDING MULLION. TOP VIEW Z M CLIP MAY BE II EDGE DISTANCE MULLICN O 1— INSTALLED BY 11 I FOR MASONRY J LLJ THIS METHOD. I I I ANCHORS VARIES I II 012 STEEL SCREW$, 7 .. _ I vl a SELF-DRILLING OR PREARILL �B Tn c \ MULLION AND USE SMS W p O m 03 M F 4 MULLION F- Z -� EXTERIOR c _O j EDGE DISTANCE ^ THEOFFSETCUPIS d `�'• FOR MASONRY .,, RECOMMENDED FOR / \` Z V Z ANCHORS 4 FIN-FRAMED INTERSECTION S v WINDOWS,BUT MAY EUSEO /✓� F- E U Z OTHER F AlSOBRAME FOR FOR UCLIP EXTERIOR a Z B -T 8' a TYP.ANCHOR .4 ° Z Z Q N CJ PERSUB.STRATE, 4 F � SEE TABLES iB-13B Z W O TYP.ANCHOR SEE SHEETS 21-23 FOR I—'��3{ ¢Opp BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS U) g r71 '� $ AND SEE TABLES 18-13B FRONT VIEW EDGE LU QY Y ATTACHMENT DISTANCE F, j U) OTHERS, SEETABLES F 7 SEE NOTE', - IB-13B (,) Z Q EMBEDMEM SHEET 1. . d B Z ' •• •' •1 a e_, EDGE $ �,os'o 01 STANCE SEETABLES SIDE VIEW mw MIN2.7 KSI CONCRETE ORCMU MIN 2.7 KSI CONCRETE OR CMU ID-13B � � FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR a PER SUBSTRATE, SEE TABLES 18-'3B ADDUCT REVISED 2)QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION °� �� SEE SHEETS ® colnylyingwhhlh0 forlda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FORildingCodc um CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �� HOLE ptonW NO' FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIORCLIPCLIP MAY BE USED. ��� Calc 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION lmrd ade Product Contra 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 11111 EDGE 1 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLYMIAMI•DADE COUNTY APPROVED DISTANCE `\ pNY LYlv/v ELCOULTRACONORELCO1/4'S,S.AGGREGATORMASONRYANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES : ��N••""""•.���( �i� FRONT VIEW 18 GA AND COMPLIANT WITH THE FL BUILDING 1B43B ; Q'.•• LICE'VSF'•(�t`�i' ^ CODE.A 2X WOOD BACKER MUST USED. L/ ATTACHMENT BY OTHERS. N0.58705 :7} EXTERIOR USE WOODANCHORSPECS SIDE VIEW �'. NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 'O.c�•'•, FT TCO ANCHOR VALUES MAYBE USED. '.�SS% <ORIDA,,.•G��` 2)SEE CORRESPONDING MULLION TABLES, �rrr ANAL GN,�`� SHEETS 5-20,FOR QUANTITY OF SCREWS. A. NN. ILL1P.E. FL P.E.#58705 v DETAIL F: DETAIL G: DETAIL H: D � # FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION r! €'a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) �5 o �oo 00 dx rc i w SEEDETAILS AE, pY O SHEETS 2ANDJ FOR WSTAlLAT10N JD•M LL TO SPECIFIC SUBSTRATES. BAY MULL 04 MULLION g Zi m O I O c/) W O F- O O EA O O 0 O J W O O TOP VIEW g o m U) SIDE VIEW I W U o O LM C3 SHOWN WITH VX 4'X.126' , TOP VIEW ' 1 , cl)Z 1D J MULLION , I I I I TYP.ANCHOR EXTERIOR I j i �SEETABLS169OR16B Z Ug m I TYP.ANCHOR I 1 $ W STANDARD MULLION CLIP I I —PERSUBSTRATE, , I I EXTERIOR �o rcZ CONDITIONS. S.FR FIELD , SEE TABLES I8-14B p 1 1 "-7 Q Z r CONDITIONS. 1 11 I , I G/� r r 81 1 I 1 2•X6'ANGLE CLIP, F' Z Q pl 0 I I I I 1 2 PER MULLION END,MUST BE Q O Z N r I I I I I INSTALLED INSIDE OF BAY MULL. F, H W p MULLION I CD ,'or'O Sr WANGLJ _ APER MLUL V Z Q I I I 1 2 PER MULLION END, a`\ 1 I MUST BE INSTALLED 0.2 Z COco I INSIDE OF MULL. �$ e�Q I pp gg I ",,_TYP.ANCHOR b PERSUBSTRATE, SEE TABLES1B-14B INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR ORMASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. II ®` �C+J ® VISED asccomplyNxflhlhFioddYO N4GOR F A" ' �p 5.01 ® ® INTO WOOD,STEEL, ® I ® ALUM,CMU ORMASONRY EDGE O •~,+ DISTANCE Nfaml BdO� 1dUC1�Rlro PER AN, \\1L111111/�� EDGE ST PER ANCHOR NOTES FOR INSTALLATION OPTION G 8 H: ��ON ��7�� O \ Q�..•'•LICENSE .•FP F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS �!�; No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X2.11'X.125•MULLION. 2)DETAIL G:SEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 2)SEE TABLES 1B-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 :�0� §q � 5;•��\ 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ��'•.',1,<OR10P.• G��,:` Iv�II LER,P.E. FL P.E.#58705 TABLE 1A a Mullion Capacity Table Ibelfb2 Opening Width(forverlicalfysparlrirg mUlions)or Opening Height(for homortaOy-spam)ng mulllDns) 501n 60In 701n BO In 901n Main 1201n 140@ ISO In mIQ O Rectangular TrepRdeng. Racl.agular Trep/rdan9. Reatanguler T.""'. Rectangular Trapmlang. Realangdar Trapraiang. Reelangular TmAInIting. Rectangular TrepRdang. ReclanOdar T)aprnlang. ReclangNar Traprrdang. � 4!N 1142%.125 Loading Loading Loading Loadng Loading Loadn9 Loading Loading Loading Loading Loafing Loadng Loading lnedn9 Loadng Loading Loading Loading Si i o Alum.Tube • .� .�' �' ',. a '.. hi , F_ .' -f F_ F -f -f e t 'E,. F -f -f -f Mullion �s $ � � � a a � a t 91 e� � �� 8 �9 �1 as N g o LM 421. 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 4D$ 104.4 319 62.1 ADS 104.0 319 65.8 408 104.0 319 48.6 4D$ 104.0 310 39.0 408 104.0 318 35.0 400 104.0 319 J W 4861 74.9 312 83.8 259 624 312 73A 252 53.5 312 67.0 240 48.8 312 63.2 745 41.6 312 61.3 244 37.5 312 61.0 244 312 312 61.0 244 26.6 312 61.0 244 23.4 312 61.0 244 2 60.625 In 63.9 281 70.6 234 63.2 261 61.5 228 45.6 281 55.7 224 39.0 201 521 222 35.6 281 60.1 220 31.9 281 49.3 219 20.6 281 49.3 219 22.8 281 49.3 219 20.0 281 48.3 219 W 0 o O 541, 526 211 57.5 217 43.9 247 49.6 202 37.6 247 44.8 199 32.9 247 41.5 I0e 29.2 247 39.4 194 20.3 247 38.4 103 21.9 247 38.1 iW 16.8 247 38.1 193 16.4 2438.1 193 m M F 00 In 38.4 200 41.2 17D 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 168 F- 63 In - 631n 33.1 181 38.3 155 27.6 181 30.3 152 23.7 101 28.9 149 20.7 181 24.5 148 18.4 181 22.8 iM 18.6 181 21.7 113 661n 28.8 165 30.6 162 24.0 165 26.1 139 20.8 165 23.1 178 18.0 165 21.0 134 Z 721n 72.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 W W 781n 18.9 125 19.7 109 15.7 125 16.8 107 J -I Q J 781n 17.5 118 18.2 104 Z J 7 Q N o TABLE 18 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q z oo p Np WF Anchor Ca act Table Iba (n r ANCHOR CAP.,,,,,,,, g � SUCslmlo: 2.7K concrete 3.6k Cana. Hollow CMU FOIedChlU PT Wood Meml (Dw)X( )=ANCHOR CAP.,,, � 5116'Eko U4'Sr Eko 6118'Elco 114'SS Elco PIO Slaal 912 Slael 912 Sled MULLION CAP.,,„,,,,," _ AncMrTypo: 3116'Etc UlVocon 1/d'Eka Uilrecon 3118'Eko Ultrecon i/6'Ek.UlOocon UJ X Y Y Anchor Clip Patterns Ulbacon AggiaGnlor US- AggreGalor Screw(G5)Scmw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR (1 X Q to Edps Ols.M) 1" 244 1" 2.10 3.116' 1" 2-IW 1" 2-i2' r s11T 2- 0.48' 0.54" 0.324'_ CAPACITY REQUIRED'CORRESPONDING TO AN F' Embednl.1 MF 1-314' 7314" 1.314" 1314" 2' 1.1/4" 1-114' 1-114' 1-114" 1-1/4" 1-114' 2' 1.3/8' 1318' fortes ACTUAL PRESSURE REQUIREMENT FOR THE O O 2AneMm@4.75'Mm.O.C./SmntlarO or ORacl Clip(Fig.1Y 300169 300@s 4501bs 8901bsL-16144 2701bs 2801hs 354105 740 lbs 374 IM 664 lbs 946 lbs 341 lbs 442[be 560[as OPENING,WHEN IT IS LOWER THAN THE MULLION ae< Z CJ din 4 Anchae@1.15'min.O.C./6tarMord(of Offset)CUP(Fig.2): 460 Has 7001bs WA WA WA 3601ba WA WA WA WA WA 68z lbs W51be 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 2 €� � 4A111 @3"MinO.C./(2)2u5AngleCeps/(Fig.3): 760 @3 7801bs 6801bs 15601bs 5401bs 6601bs WA 760163 748163 6801bs 1892163 682 @3 885 Mo 1120lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR2,.h-@ 0.45'Alin.O.C./U{11D,lalo.125'Alum.(Fp.4): WA WA WA WA . WA WA WA WA WA WA WA WA WA 715 @s CAPACITY WHICH MAY BE USED TO QUALIFY1Arrehor/FOOD(FIg.6): 105@s 1951Da 225@s 495165135IDs 1d01ba 177@s 3701bs 18TIhs 332163 473 @s 170 IM 221 Ibs 280165ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 1.IV Min.O.CJ F431p(Fig.6): 240lbs 3-Ill. WA WA i901Ds NIA WA WA WA WA 311 Ibs 442163 680163 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PR DUCTRBVISBD • • • • 1)SEE SHEEP 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. at c611VIA116 pith Ota PlorldaD00d1pA OOde �� • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - FIGURE 3: Niam(Dadc Pr,ucl Control 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 11117)I I)111/ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. ve 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125" ` CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED N�.•'' t,10ENSF•.,�FP i FIGURE4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" ' No.58705 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT P X 2'X.125"MULLION • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,10-8 S.S.OR 410 S.S. 0 S A E�tl�s ORID �",';CONAL ENG". A.LYNIff IUILLR P.E. FL P.E.#58705 TABLE 2A n a Mullion Capacity Table Ibse F5 Opening Width(for vortically-3parving millions)or Opening Height(for horl nlalry•spanNtgmullions) 60 In 801n 701n 801n 80In 1001. 1201n 1401n 1601. �� O Ralarguler TrelJrdare. Rectangular R pfrring. Rwlanlqular TrayrdaQ. Reclargular TreprFdang. Recten9ular Trap/Tdalkl. Rod.nirvlar 7rap/Tdang. Rectenevlar Trap7Tdarg. Reclenow.r Trap'rdeno Rectangular Tmp'Tdeng. S 4 1x2x.316 Loading Loadfrg Loading Loading 1--dhg Loading Wading Lwdlrg Wading Loading Loading Loading Loadlrg Loading Loading Loading Loading Loading s2+ 2 u Alum Tube ,:• F .. P F F ,. u u._ F B •. Tu b Ilion �6 Cal to Mu Of (n W o w 42 In 170.0 820 170.0 435 167.3 662 170.0 478 129.7 fiE2 170.0 506 113.6 662 1696 678 100.6 682 168.8 517 80.0. 662 768.8 617 75.7 662 1G&9 617 64.8 662 168.8 517 66.7 662 188.8 517 J 481n 121.6 607 138.0 418 101.4 5W 110.2 410 86.9 607 708.7 403 76.0 607 1028 399 878 507 89.8 397 60.8 601 89.0 306 60.7 507 89.0 396 43.4 507 99.0 396 38.0 607 99.0 396 J W 7 = Cr 50.625 In 103.7 456 1148 370 864 456 99.9 371 14.1 456 90.5 364 64.8 456 84.6 360 67.6 456 81.3 357 51.8 456 80.0 356 43.2 456 60.0 356 37.0 456 80.0 356 324 456 60.0 358 ,m 0 -p o 641n 854 400 93.3 338 71.2 400 80,9 328 61.0 400 72.7 322 53,4 400 67.3 31B 47.5 400 64.0 316 427 400 623 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 (33 W p O co 601n 623 324 66.8 276 51.9 324 57.5 270 44.5 324 51.2 264 36.0 324 46.0 260 34.6 324 43.8 257 31.1 324 420 255 2&0 324 40.5 253 222 324 40.5 253 19.6 324 40.5 253 1---• (O W in 63.8 204 57A 252 448 294 49.2 246 3&4 284 43.6 241 33.6 294 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 224 284 33.5 230 19.2 294 314 230 16.8 294 33A 230 661n 468 268 49.6 230 3a0 268 424 715 334 258 37.5 211 29.2 268 34.1 218 2&0 268 31.6 215 23.4 266 29.8 212 1&6 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 Z (n d M 721n 36.0 225 37.9 196 30.0 225 322 191 25.7 216 28.4 188 22.5 225 25.6 185 20.0 225 23.5 182 18.0 225 221 180 15.0 215 20.3 177 129 226 19.8 116 11.3 225 19.6 176 2 w a 781. 30.8 202 32.0 177 25.5 202 27.2 1T3 21.8 202 23.9 170 19.2 202 21.6 167 17.0 202 18.7 165 163 202 16.4 163 1211 202 18.7 160 10.9 201 159 168 9.6 201 16.6 168 O' 781n 28.3 192 29.6 168 23.6 192 26.1 165 20.2 192 220 162 17.7 192 19.7 159 157 182 18.1 157 14.2 192 16.8 155 11.8 182 15.2 152 10.1 192 14.4 150 8.8 192 14.2 150 J V `- spin 16.5 1. 19.0 128 154 144 16.1 126 Q Z N O 96 In 16.2 127 15.6 113 10 y�q O MJ S,b'- TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: W Anchor Ca act Table(]be) ANCHOR CAP.,,,,,,,, W x SWslmte: 2.7k Cenorele 3.5k Coro. Hollow CMU FeIM ChtU PT Wood g7151bS l (DPw)X( )=ANCHOR CAP.,,, N (n MULLION CAP.,,c,,,,,, N 5116"Elw 1/4'SS Elco 5116'Eko 1/4'SS Eko p10 steel 812 Steeled (� x QR-Io,ARCh07 Cllp PaltemB AnchorType' 3116'ElwUllr4con 1!4'Eko Ulvacon bNfA Uttmcon 114'Elco UllraconrnAggisGaior ulffacon AggreGetor Sorcw(G5)screw(G5) G5) USE THIS FORMULA TO OBTAIN THE"ANCH R Q Edge Dlslence 6n): 1' 2-iF1' i' 2-fl7 3.118• 2.112• 1' 2-771• 7 3-118• 2' 0.48- 0.54' • CAPACITY REQUIRED"CORRESPONDING TO AN D'Embedmenl Ml: 1314• 1.3/4' 1.3/4• 1314• 2- 1.114• 144 1.114• 1-1/4• 1-114- 2' lave• 1318' s AC7UAL PRESSURE REQUIREMENT FOR THE 2Anclwre®4.75'MIn.O.C.I SlendaNaOSselglp(Fig.1): 39010, Sal lbs 45014, 89014, 18441bs 280IDs 35410.9 74014, 374149 661 @s 94814, 311 lbs -042Ibsa OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom®1.15•Min,O.C.!Standard(or Oftel)Clip(Fig.2): 4801bs 70014, WA WA NIA38014, WA NIA WA WA WA 68214, 885lbs0, CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchaa®3'Min.O.C./(2)215 Angio pips/(Fig.3Y 780145 78014, 680 Ins 156014, 1696 lbs 5w No WA 760 1b. 7481bs 88D lbs 18921ba 68214, 88.51bsbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchae®OAS'Mi..O.C./U alp.In10.125'Al-(Fig.4Y WA WA WA WA IaA WA WA NIA WA WA WA WA WA , CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archon/F-gfp(Fig.5): 1951bs 195 lbs 2251bs 445 M 8n lbs 140 Ib. 177 Ibs 370 1b, is?lb. 332109 473 lbs 11015, 221 lbss ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancbae@1.15'Mm.O.CJ FCIIp(FIg.BY 240109 35014, NIA WA NIA WA 1001ba WA NIA WA WA WA 3411bs 44214, s ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCE RBVISBD FIGURE 1: FIGURE 2: TABLE NOTES: "CONPb'M5 with Ibc 1`10,11,• • • • BugNgpaacol0gOedc 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Aeoeo `•'�• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. d(ami adc Pro uct Canlro FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000• 111 I I I!) Fe • F • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �v ON•(LYNN M!( /,� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ; �`Z�.••' -. ANGLE CLIP MUST BE USED IN PAIRS. JI- ` P�'• k,1GENSF (Sp 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ajT5" '•, CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T = ;• No.58705 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(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X 2•X375'MULLION . '- - LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '0 / �� IS ;f(�` THE MATERIAL.1110&N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'ATE F <fJ O •. oil A.LONAL Y14N M101294,P.E. FL P.E.fi 58705 TABLE 3A on Mullion Capacity Table(lbstw) Opening Width(for veriraly-spanning mullions)or Opening Height(for horizontally-sperthirlg mullions) - c! a! a 501n 60 In 701. BO In 901n 1001. 120 in 1401n 1601n 0 Reelenlplar Treplfllarrg. Rectergular TmpfTdeng. Reeteng4ler Trep'Tdorg. Reclengder Trepildang. Reelengalar TrapRdeng. Reclergular Trap7dang. Reclang4lsr Trap/Tdang. RecWngWar TrapTdeng. Reclanglrlor Trapfntang. 1 x 2.76 x a'c Loading Loadng Loadng Loadng Loadng Loadng Loadng Land.B Lsedng Loadng Loadng Loading Loedrp7 Loadng Lowing Lwdng Loadng Loadng oY g O ,376 Alum. Tuba41 fl., a •a.. .. ua.. •� ,. .. .. ^. 6 ,. .. ,. Mullion 6 6 5 6� 6& 6 6� 6 6 g`• 6 6g 6� g 5� t� 6� g`' 6� 6 g H 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 609 170.0 092 170.0 518 170.0 1110 170.0 521 170.0 124D 170,0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 6.10 170.0 1133 170.0 66I 1151.8 1139 170.0 677 138.8 IUD 170.0 680 113.9 1139 170.0 660 97.0 1139 170.0 660 85A 1139 170.0 6110 _ 60,625 In 170.0 747 170.0 50 170.0 596 170.0 631 167.5 1032 1 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.8 1032 170.0 756 63.8 1 1032 170.0 756 73.4 1 1032 170.0 1 758 �5+ 64 In 170.0 797 170.0 612 161.3 D07 170.0 691 138.2 D07 164.7 730 120.9 907 152.5 720 107.5 007 145.0 714 86.8 007 141.1 710 Me 907 140.0 709 69.1 907 140.0 709 60.5 D07 140.0 709 co O 0 M 601n 141.1 735 151.5 625 117.6 735 130.3 611 100.6 735 116.0 599 88.2 735 106.2 690 78.4 735 09.5 563 70.5 735 95.1 578 58.8 715 91.8 574 50.4 735 91.8 574 44.1 735 91.0 574 1-- (0 J 631n 121.9 666 130.0 570 101.6 666 111.6 557 87,0 666 96.6 547 76.2 668 90.1 538 67.7 868 63.9 631 60.0 We 79.6 526 50.6 666 75.8 521 43.6 666 76.6 521 38.1 666 75.6 521 2 J 5 y/ 661n 108.0 607 112.4 522 B8.3 607 96.1 511 75.7 607 65.0 601 68.2 607 77.1 493 53.9 607 71.5 466 53.0 607 61.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474 Z W �' J 721. 81.6 510 85.6 443 66.0 510 73.0 434 68.3 10 64.3 426 51.0 610 57.8 419 45.4 510 63.3 413 40.8 510 50.0 408 34.0 510 45.0 402 292 510 44.4 399 25.5 610 44.3 399 N '$ 761. 69.4 458 72.5 d00 57.9 458 81.7 392 49.8 458 54.1 385 43.4 458 48.6 378 38.6 450 44.6 373 34.7 456 41.6 368 28.9 456 37.7 362 24.6 458 36.0 350 21.7 458 35.7 358 J rcZ f Q 7 76 In 64.2 435 67.0 381 53.5 435 66,6 373 45.0 435 49.6 368 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 28.6 435 34A 344 22.9 435 32.6 341 20.1 435 32.2 340 f'-• � r .- 90In 41.6 327 43.1 290 34.6 327 38.4 285 29.9 327 31.6 280 26.1 327 2a.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 18.3 258 Z n Z N C3 95 In 34A 287 35A 257 28,7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9- 240 17.2 287 19.3 237 14A 287 18.9 232 ..�O f08In 242 227 24.7 206 20.2 717 20.8 201 17.7 227 18.0 196 16.1 227 1e,0 105 � X LU N _ 111 in 22.3 216 22.7 194 18.6 215 19.1 191 16.9 215 16.6 lea N Y 1201. 17.6 184 17.9 iB7 U Q TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: aoX z N Anchor Capacity TableIbs o m0 A ANCHOR CAP.,„,,,,, Subslrete: 2.7N Concrete 3.5k Conc. H.11-emu Filled Glu pT Wood Ment PP..)X( )=ANCHOR CAP.- 5116' AP.,,, 5/f6'Eko 1/4'55 Eor b/16'Etoo 1N'SSEIce 61091ee1 cm(43l 012Steel Anchor Clip Pattems AnclwrTypo: 3/16'Elco Uluacon 1f4'Ek.Ullmcon UlBocon 3/IB'EIcoN.mon 1/4'EkoUltrecon AggraGelor Uilmcon Aggregator SemN(G5)Screw(G5) sarev(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(In): i' 2-112' 1' 2•11W 3.118' 1' 2.112' 1' 2-1W 2- 34/6• 2' 0.46' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedrn.104 I-W4' 1-3/4' 1.314' 1.3140 7 1.114' 1114' 1-1/4' 1-114' !1114' 1-114' 2- tie• 1.316' lades ACTUAL PRESSURE REQUIREMENT FORTHE 2Amhols@415'Alln.O.C.18fandardof Onset alp(Fig.1): 390 lbs 390 Ins 450@. 8DOlbs 1644 Ws 270 ibs 2801bs 354@s 740 Ns 374lbs 664Ibs 946 lbs 341 Ins 442 lbs we lb;-- OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'On.0.C.1 Standard(orOaseg C9p(FIg.2): 4601bs 700105 N/A WA WA WA 3601n, WA WA WA WA WA. 692 Lbs M Ib3 11201.5 CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArKAore@3'Min.O.C./(2)2.5 Angle Clips l(Fig.3): 7801ba 780 IM Sao lbs 1560 lbs 18951x. 510Ib, 560 lb. WA 760 Ito 148 IW 6801M1892lb, 68210. 685 Ito 11201.5 MULLION.IT WILLYIELDAMINIMUM ANCHOR 2 Anchors @ 0.45'Alin.O.C./Ulllp,In1o.12V Alum.(Flo.4): WA WA WA WA WA WA WA WA WA WA N/A WA WA NfA 715 Ib CAPACITY WHICH MAY BE USED TO QUALIFY t Anchor/F-0Op(Fig.S): 195 Ws 1951 ba 2251x. 445105 622 lbs 135 lba 140 lbs 177Ibs 370 lbs 187 lbs 332 lb, 473 Lbs 1170Ibs 221 Ibo 260 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2AWc @ 1.15'MIn.O.CI Flafp(Fig.e): 240lbs 350 lbs WA WA WA WA 190 lb, WA --WA--I- WA WA WA 311 IDs 442 ft 1 560 ft 'ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. ODUCP REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. wmpiying whh 1bo Florida Building Code ovcpA6ncoNo".L - FIGURE 1: FIGURE 2: O.°t° 6? TABLE NOTES: IO 0 diarol adc Pfoducl Control 191 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I 1111 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���ON'( LYNN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750' P��.•' �10ENS�• Fop HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1�- '•,�t; FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE B: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED a.375' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 7 Q SATE OF ;I THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.045'THICK(18GAUGE).STRUCTURAL STEEL TO BE AT1'X 2.75'X.375'MULLION �:�� •.FGORIDP.•'G�;` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 0 0 THE MATERIAL.010 8 912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. CONAL".'` A..LYNWIMILLEE},P.E. FL P,E.#58705 TABLE 4A ® H Mullion Capacity Table befit' Opening Width(for eerllraly-sparrllrgmUflors)orOpeningHeight(for l/orizonlalyspamlrgmllliors) 501n 601n 701. so In BO In 1001n 120 in 1401n 1601n � O o 1 x 2.76 x Reclangutar TrepRdang. Rectangular TrepRdang. Reclenguiar TrepTdeng. Rectangular Trep/Tdang. Reclangrier TrepRdeng. Rectangular TrepRdang. Reclenguiar TrapRdarg. ReclengNar TiepRrlang. Rectangular TrapfTilang. aYo In Loadng Loadng Luring Loadng Loadng Loadng Loading Loadng Loading Lon ng Loadng Loading Loadrg Loadng Loadng Loadng Loadng Loadng o:2 x V 860 Alum. r x a r p p a 2> n F p 2: 2 r 2> a n a a 2r a � Tube •q •a a v., Ts a a.. a,. a.. a.. LO Mullion o o� � �� $ �� ��' �S � �� �� g � � ia� 04 4ia O v O ov O ua v 5 m s� d`� �_ rc dF d` dF > drrc �� dFa > �a �o g �rc d�rc s� �o src s� d� � d� 0 �) 421n 170.01 820 1 170.01 435 170.0 744 170.0 478 170.0 668 170.0 508 170.0 982 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 158.7 1620 170.0 521 138.8 1820 170.0 521 J W 481n 170.0 708 170.0 524 170.0 850 170.0 564 170.0 882 170.0 630 170.0 1133 170.0 081 170.0 1275 170.0 677 170.0 1417 170.0 880 141.7 1417 170.0 680 121.5 1417 170.0 680 100.3 1417 170.0 680 _ Q CO) 50.6251. 170.0 747 170.0 563 170.0 888 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 162.6 1288 170.0 747 146.3 1288 170.0 758 121.9 1288 170.0 750 104.5 1288 170.0 758 81.4 1288 170.0 750 W O o O 541n 170.0 787 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120b 1130 170.0 656 100.5 1130 170.0 B8f 80.1 1130 170.0 881 75,3 1130 170.0 881 0 J 60 in 170.0 685 170.0 701 148.5 015 182.3 781 125.5 915 144.5 748 109.8 015 132.3 735 87.8' 915 123.9 728 87.8 915 118.5 720 73.2 815 114.4 715 62.8 015 114A 715 54.9 815 114.4 715 F 63 in 151.8 830 161.8 710 126.5 830 138.8 694 108.5 830 123.2 061 04.8 030 112.2 670 84.4 830 104.6 682 75.8 630 89.4 656 03.3 830 84.5 649 54.2 630 94.1 648 47.4 830 84.1 649 U Z Wz BB In 132.1 757 140.0 650 110.0 757 118.8 838 84,3 757 105.8 821 025 757 96.1 814 73.d 757 89.1 008 80.0 757 8{.2 800 55.0 757 78.0 583 47.2 757 78.2 SBI 41.3 757 76.2 591 = J m 72 in 101.7 j28.3242 8 $52 84.8 638 81.0 540 72.7 638 80.1 530 83.6 838 72.2 521 50.5 838 00.5 514 30.9 838 62.3 508 42A 636 57.2 500 38.3 838 55.3 187 31.8 836 55.2 497 ¢SPa 781. 88.5 498 72.1 5T1 78.6 488 8. 571 87.4 479 51.1 571 80.6 471 48.0 571 55.5 461 432 571 51.8 450 38.0 571 17.0 451 30.8 571 41.8 447 27.0 571 M.5 148 781. 80.0 474 68.7 542 70.8 465 57.1 542 82,1 158 50.0 342 55.7 Id9 Id.1 542 51.0 142 d0.0 542 17.5 437 33.3 542 42.8 428 2Bb 542 40.8 425 25.0 542 40.1 123 ~ Q N o BO in 52.1 Z C3 381 47A 407 15.4 355 37.2 407 38.8 349 32.5 407 35.3 343 28,8 107 321 338 26.0 407 29.6 334 21.7 407 26.1 327 18.8 407 21.1 322 18.3 107 23.0 319 Q z 061n 42.8 320 35.8 358 37.2 314 30.7 358 32.4 308 26.6 358 28.8 364 23.8 356 28.1 300 21.5 358 24.0 296 17.8 358 21.0 288 15.3 358 19.2 284 x 0 0 iWin 30.1 255 25.1 283 25.8 251 21.5 283 22.5 247 16.6 283 18.8 244 18.7 283 19.0 240 13.1 283 16.5 237 W r `1 Y 1111. 27.8 242 23.1 267 23.8 238 18.6 287 20.6 235 17.3 287 18.3 231 15A 267 16.5 228 CNI K QYt.O 209 18.3 229 16.8 205 15.7 229 18.2 202 Q O O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: d c Z m0 O AnchorCaacl Table(lbs) - ANCHORCAP. .,,,,,, Subehate: 2.7k Concrete 3.5k Cono. HollapCMU FIlled CMU PT Wood MeW (DP,,,)X >=ANCHOR CAP.- Anchor AP.,,,, pi ��-o 5116'Elco 114'SS El.5116'Elco 114'SS Elco #10 Steel 012 Steel #12 Sled MULLION CAP.,,°,,,,,, AnchorClipPattems AnehorType: 3/f6'ElcoUibacon 1/4'EkoUlhecm UlUecon 3/16'EkoUluncan 114'EkoUlaeeon Ag9mGetor Ulleacon AggreGalor So"(05)fte-(GS) Scre'A(G5) USE THIS FORM ULA TO OBTAIN THE'ANCHOR Edge Di,lance(n): 1' 2.12' 1' 2-12• 3.118' 1' 2-12' 1' 244 2' 3.118' 2' 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment On: 1-314' 1.314• 1314' 1314• T 1-114' 1414' 1-114° 1-1/4' 1-1/4' 1414' 2- 1318' 1316' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom@4.75'Min.O.C./Standedor OH6el CIOFlg.1): 390 Its 390 lbs 450 lbs 89016, 1644 lbs 270 Iles 280[be 354 lbs 740 ft 3741be 664 lbs 8481'4 341 lbs 44210, 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anoham g 1.15'MN.O.C.I StWerd(crOOsel)Crip(Fig.2): 480 Res 700lbs NIA f8A WA WA 380lbs WA WA WA WA WA 68216s 8851 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhors@ 30 Min.0.0.1(2)a5 Angle Clips I".3): 780 rbs 760[be 6801', 1560 1b. 18961bs 5401', 560 the WA 7601bs 7481', 880 the 18921', 6821', hes bs 1120lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchum @ 0.45'MN.O.C./UCOp,Into.125•Alum,(Fig.4): NIA WA WA WA WA WA NIA WA WA WA WA WA WA 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancherl F-Crip(74.5): 1951bs 195 lbs 225 the 4451', 822 lbs 135 lbs 1401ba 177 lbs 370lba 1e71bs 3321b, 47315, t1011s 2211bs ego lb, ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchols Q 1.15•MIn.O.C7 F-01p(Fig.6): 24015, 350 lbs WA WA WA WA ie0lbs WA WA WA WA WA 341 lbs /421'4 5801ANCHOR CAPACITY TABLE. RODUCIRBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, b CIRCLED VALUES ARE USED IN THE E)CAMPLE ON SHEET 24. u0dl�ag odcWhh The Florida Occirtanco No - p�O FIGURE 1: FIGURE 2: TABLE NOTES: on 0 1��b • • • • 1.000° f- f l.-_.-_ '. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. /Jami edc Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111111)11//// 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 1/ gyp\ ,.......• ice FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' IGFN T ••,F.p �� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. y1' No.50705Fe e I F 9 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED tIRTE..to FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 0 ((/- THICK.STEELSTUDSTOBE AMINIMUM GRADE33AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT %'� '•.FCORIDP.•'• \�� LEAST.125'THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT R 3 SCREW THREADS BEYOND 1'%2.75'%.850•MULLION :CCs .....•• �C9��` G e e THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 410 S.B. / 111 11 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE M : JS� Mullion Capacity Table IbaAl Op onIng Width(for vevllcely-sparring mullons)or Open In ll H olght(for horizorta*spanning mUlions) 50 In 601n 70 In so in ODIn leg In 120 In 140 In 160 In L�co F Rectangular hepmlere. ReclangNer TraplTdang. Rectangular TrepTdarp. Rectengdar TreplTdarlg. Rectangular Trnprtden8• Reclangrlar TrapRdanO• Rectangular TrelJTdang. ReclengWar TraATdeng. Rectangular TrapRdan9• 1"x3.725"x LOadnB Loadng Loading Laedng Loading Loading Loading Loadng Loading Lowing Loadng Loading Loading Lowing Loading Loading Loadig Loading �Y v .600"Alum a a x p A. a r p p z> t ? F r r Tub04o Mull •a.. v a •uF.. Aa a.- a a�.. .. a.. a.. a .. .. a a,. a a h. s h� s3 b• � a� s� � a& m� p €g b• s� b s 6� a s tie t- �g gp � }1rrg e� _ a � � z f� $a ��. drc ate. n: ��, du`x 42[n 170.0 620 170.0 435 1 170.01 744 170.0 478 17D.0 885 170.0 We 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 14BB 170.0 521 170.0 1735 17D.0 521 154A 1802 170.0 521 --1 W 481n 170.0 708 170.0 524 170.0 650 1170.0 564 t70.0 992 170.0 630 170.0 1133 170.0 881 170.0 1276 170.0 877 170.0 1417 170.0 660 1573 1577 170.0 680 135.1 1577 170.0 660 118.2 1577 170.0 680 7) � 50.625 In 170.0 747 170.0 663 17D.0 898 170.0 631 170.D 1D48 170.0 664 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1496 170.0 756 141.7 1495 110.0 758 121.5 1495 170.0 758 106.3 1495 170.0 750 CD° W CD 541n 170.0 797 170.0 012 170.0 956 170.0 081 170.0 1118 170.0 754 170.0 1275 170.0 803 188.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 881 100.8 1401 170.0 Sal 83.4 1401 170.0 BB1 M co 801n 170.0 885 170.0 701 170.0 1083 170.0 707 158.5 1150 170.0 876 130.7 1156 187.0 026 123.3 1156 168.5 017 111.0 1168 149.7 010 92.5 1156 144.5 903 78.3 1160 14.5 903 699 1158 144.5 003 J 63N 170.0 030 170.0 745 169.8 1048 170.0 650 137.0 1069 165.5 860 118.8 1049 141.7 848 108.5 1048 132.1) 030 95.9 tole 125.5 820 70.9 1049 118.3 820 68.6 1010 118.8 819 59.9 1049 118.9 610 g. C68 N 186.8 955 170.0 788 t3a.0 865 151.3 804 119.1 055 133.7 786 1042 955 121.4 T75 92.6 9S5 112.0 785 03.4 855 108.4 757 69.5 955 99.8 749 58.0 055 90.7 746 52.1 055 08.7 740 ? d $ .�p3 j 721n 120.5 003 134.9 897 107.0 803 114.8 682 91.8 803 101.1 870 80.3 803 81.2 859 71.4 803 83.9 819 84.2 803 78.8 842 53.5 803 722 832 45.8 Boa B9.B 828 40.1 (103 69.7 627 j J 6W �Z 781n 1092 721 114.1 629 91.0 721 87.0 816 78.0 721 85.1 605 88.3 721 78.5 595 80.7 721 70,1 586 54.8 721 85.4 578 45.5 721 59.6 589 39.0 721 56.8 584 31.1 721 58.1 583 ¢ _ { 78In 101.0 881 705.4 598 144.2 881 89.4 587 72.2 884 78.4 576 03.1 884 70.4 587 118.1 08! BIA 558 50.5 BBI 59.8 551 /2.1 684 51.1 611 38,1 681 51.3 $38 31.0 881 511.8 536 ~ Q N O _ z � Z 901. 65.6 514 67.9 456 $4.6 $14 57.3 446 47.0 514 50.0 40 41.1 514 44.8 433 38.5 514 40.5 427 328 514 37.3 421 21.4 514 33.0 42 23.5 514 30.4 408 20.6 514 28.0 403 Ia-' p0 0 Bela 54.2 452 55.7 404 45.2 152 47.0 308 38.7 452 40.9 390 %223 8.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.8 452 26.6 365 19./ 452 24.2 359 16.8 452 22.8 355 f081n 38.1 357 36.9 322 31,7 357 32.7 317 27.2 357 28.4 312 5.2 308 21.1 357 22.7 303 We 357 20.8 289 15.9 357 18.0 293 13.6 357 162 267 11.9 357 15.0 263 W N_ Y Y 1111n 35.1 338 35.8 308 29.2 338 30.1 301 25.0 338 26.1 20 .1 282 19.5 338 20.8 288 17.5 338 18.0 284 11.8 338 18.5 278 12.5 338 16.8 273 11.0 338 13.8 268 a M (A In 120N 27.7 289 282 283 23.1 289 23.7 259 19.8 289 20.5 256 8.1 252 15.4 280 18.3 268 13.9 289 14.8 248 11.8 2119 128 210 0.9 288 11A 238 8.7 289 10.4 232 U X Q O O Q..r Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: �$ O sA AnehorCe act Table Ihs rANCHOR CAP.,,,,,,,,", It mw SUDSUaIe 2.711 Corcale 3.6kcmc. Mceax Ct4U Mae CMIJ PTWood IAHe1 (D P,)X( )=ANCHOR CAP.,,, ,91 r"6' Me* 114"S EIC. Me-Me L4'SSElco N10sled 1112SIeel 1112etecl MULLIONCAP.,,a,,.,, AnchorCllpPolleme Ancnarype ats•Elco ultracm fl4•FJeounmeon uleame atcElcounrrcm va•Elcounmcon AMeGator unracm A9g-Talor Screw(G5)Scum g35) Scam(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 0starce fin) 1. 2-v2• l" 2-v7 3.118• 1• 2-v2' 1. I r 3.1re- r 0.48' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embednenl n 1314' 1$'41 1314' 1314' 2• M 1-v4' 1-1/4' 1-114' 1414" r 1-M. W sales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclas®4.76"Mtn O.C./SlardaN aOOsel CBD lRgQ 9901Ds 390116 4501Ds �OIDs 1SU IDs 21VIA 351 tos 3741Ds 661IDS 946104 311 IDs 442100 560 tta OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arcnors�1.15'I,Im O.0/Slandaltl(arIXseq COp lFlg 2) 680106 700 Ws NIA IUA NIA IUA II/A IVA IUA 682106 BBS IDs11201hs CAPACITY(FROM THETABLE)OF THESELECTED 4Aarws4�3'6tln.O.e.1(gz<SAretecnpsl�tg.3) 160106 7aoms 6mms 15mms 1(eslDs wA 740106 eegros 7B9¢ms 6ezlos aesltc n2olos MULLION.IT WILLYIELDAMINIMUMANCHOR 1�0.45•MN.C.C.I u47Up,Inio.lW Alum.(F19 4j IIIA WA IIIA IUA NIA NIA IIIA IUA rUA NIA IUA 1073DSCAPACITY WHICH MAY BE USED TO QUALIFY t ArcrorI FCBp 01g6} 195 ms tes lro zz5l6s 46100 Bzx los mms 1e71os 3321 ala ins t7o ID4 xzt na 2so losADDITIONAL ANCHOR OPTIONS FROM THE 2Ancrors®7.f6'LIIn O.C7 F-0R (RB 6' 2401Ds 350116 IUA IVA NIA IIIA NIA tUA tUA 311106 462100 fi601Ds ANCHOR CAPACITY TABLE. RODDCI'REV338D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. wmplyNy wAh the pbr(da 11.000•"•1 �p�� - �O FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. hall ado Produce Conlr0l SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111111711 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125" ��� -...... M/ FIGURE 3: � ��•'•CICENS •<<F 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,o .p • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FF No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. T,I 'k ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDu'tl FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" %pU'•, STATE F 1'X3.125'X.5'MULLION THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT ••,!°LOR(OP,. \� (I-VF MULLION) i LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ��St C\ S/0NAL THE MATERIAL.010 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. II7 sty A.LYfJtSIMILI�h,P.E. FL P.E.#58705 TABLE 6A w � v Mullion Capacity Table(lbs/fe) Opening Width(for ver9calyspanning mullions)or Opening Height(for horizontally-sparlling mHllons) y�y7x Ed 501n 60 In 701n 801. 1 001n 1001. I 1201. 1401n 1601n Rectangular TreiJTdang. Reclolgular TrepTdang. Rectangular TreplTlang. Rectsngutor TrepTdang. Rerolengular Trep/Tlleng. Real 'far TrePTAang. Rectonguler TepTdang. Rectangular TrepRdang. Reolangulsr Trep/Trinng. 1x4x.125 Loadna Loadng Loadng Loa6n9 Lcadng Loadng I.-Ing Loadrrg Loading Loadng Loadna Loadng Loading Loacing Lcadng Loadng Loadng Lancing oZr Alum.Tuba & 'Mullion .. ',�', P ., F •,,, .. .�i.. .. t � e E F!- B - F.-. P f, ', --- F .F s U) o 421. 170.0 820 170.0 435 170,0 744 170.0 478 170.0 668 170.01 608 170.0 992 170.01 518 1 170.0 Ills 170.01 521 170.0 1240 170.01 521 1 170.0 His t70.0 521 145.8 1489 170.0 521 127.6 1480 170.0 521 0 W 48 In 170.0 708 170,0 524 1170.0 850 170.0 6% 170.0 992 1 170.01 630 170.0 1133 170.0 661 170.0 1276 170,0 677 166.3 1303 170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 50.825 In 170.0 747 170.0 553 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 166.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.1 1235 1 170,0 768 87.8 1 1235 1 170.0 756 LlJ o$ l7 641n 170.0 797 170.0 612 170.0 058 170.0 691 170.0 1116 170.0 754 154.4 1168 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 856 102.0 1156 170.0 861 08.2 1166 170.0 881 77.2 1188 170.0 eat rn O H m 601n 170.0 065 170.0 701 166.7 1042 170.0 707 142.8 1042 161.1 832 125.1 1042 146,7 515 111.2 1042 138.6 801 100.0 1042 130.2 791 83A 1042 125.1 782 71.5 1042 125,1 782 82.5 1042 125.1 782 J 631n 170.0 930 170.0 745 151.2 992 103.6 818 128.6 092 144,4 709 113A 992 131.0 702 100.0 092 121.4 768 90.7 992 114.41 758 75.6 092 108.4 745 64.8 092 108.0 744 56,7 992 108.0 744 661n 165,4 117 170.0 789 137.6 947 148.0 786 118.1 947 130.1 768 103.4 947 117.7 752 91.9 947 108.7 730 82.7 847 102.2 727 68.9 947 85.1 713 59.1 947 94.0 711 51.7 847 94.0 711 Z $� 721n 135.9 849 142.7 737 113.2 649 121.0 722 97.0 849 toss 708 84.9 849 98.4 690 75.5 849 68.7 6116 67.9 849 027 675 56.6 849 75.3 659 48.6 049 72.5 652 42.5 640 72A 651 ;E LUOL sW J 76 in 115.5 762 120.7 665 96.3 762 1026 652 82.6 762 00.0 640 72.2 762 80.8 620 64.2 762 74.2 620 57.8 762 69.2 613 46.1 762 62.8 602 41.3 762 59.9 597 38.1 762 50.1 595 J (n 1Z Q ,J V f 78N 106.9 721 111.4 631 89.0 724 84.6 621 76.3 724 82.0 809 86,8 724 74.4 699 68.1 724 86.1 691 63.1 72{ 83.4 583 4{.5 721 57.3 573 J8.2 721 $9.3 587 33.1 724 W.5 565 � ,J � r 901n 69.0 543 71.8 483 58.0 543 60,7 474 49.7 643 62.0 466 43.6 643 47.1 458 38.6 643 42.8 452 34.8 543 39.5 446 29.0 543 34.9 436 24.8 643 32.1 430 21.7 643 30.7 426 z) ¢ N O Q 2 Z zz 06 In 57.3 476 58.9 427 47.0 478 19,7 419 40.9 478 43.2 412 35.8 470 38.5 406 31,8 478 34.8 400 28.7 470 32.0 305 23.8 478 28.1 386 20.6 178 25.8 380 17.9 178 24.2 376 N 1081n 40.3 3T7 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.8 325 22A 377 24.0 321 20.1 377 22.0 317 16.8 377 18.0 310 14.4 377 17.1 304 (/3 � o � 1111n 37.1 357 77.8 32J 30.9 357 31.6 318 26.5 357 27.6 313 23.2 157 24.1 309 20.6 357 22.0 305 18.5 357 20.1 301 15.1 357 17.4 29{ LU Y 120 N 29.3 308 20.8 279 24.5 308 25.1 27d 21.0 300 21.7 270 10.3 308 182 287 10.3 300 173 263 U X Q > 144 in 17.0 212 172 186 z >� O a={ (n (n TABLE 6B ANCHOR CAPACITYADJUSTMENT FORMULA: cc>O Anchor Ce sell Table fibs) ANCHOR CAP.,,,,,,, Subslmin 2.7k Concrete 3.5k Coro. IloBavCMU Hled CA(U PT Wand Metal (DP,)X( )=ANCHOR CAP.,,, 5'18'Eko 1/4'8S Eka Sit e•Elco 1/4•SS Elea 810 Steel 012Sleel 012 Sled MULLION CAP.,,,„,,,,, . Anchor Clip Patterns Anclwrrypa: 3I16•Eke Ulbacon 1/4'EleoUNecon MVnean 3'i6'EI:oUluacon 1/4'Elco Agarebator Ulf. Aggre6ator Sclew(G5)Sorew(G5) sar-(G5) USE THISFORMULATOOBTAIN THE'ANCHOR Edge Dlslance on), 1' 2.1/2• i' 2-12' 3-tie' 1' 2-Ur 1' 2.172• z 3.118• z 0.46• 0S4' 0.324• CAPACITY REQUIRED',CORRESPONDING TO AN Embedment Mt 1-314' i�14' 1.114' 1J14' z 1-114' 1.1/4' 1.114' 1-1I4• i•1l4' 1-174' 2' h318' tare• .edea ACTUAL PRESSURE REQUIREMENT FOR THE 2A.h..@4.75'MN.O.C./Standard or Offset Crig(Fig.182)c 390 lb, 390106 450 lbs 890 lbs 1644 Ibs 270106 280106 354166 740 lbs 374160 664 la. we lbs 341 lbs 442Ibs 5001bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4A.chm @ 2.25 Min.O.C./standard(orO0se0 Crip(Fla.3): 700 lbs 700lbs 580 lbs 1410lbs 952 lbs WA 560lbs WA 6301bs WA 680lb, WA 68210. 685lbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED B Arwtrors®1.1vmlnO.C.I9laMazd(or06sel)CIlp(F19.4r 9601bS 14001bs WA WA WA WA 760 lbs WA WA WA WA WA 1383 ibs 1770106 2240106 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors®3•Min.O.C.I(2)215 Angle Clips I(Fig.6): 780105 780 Iles 680 lbs 1561)lbs 1096 lbs 540 lbs 560lbs WA 7601bs 748108 880 lbs I 1892lbs 682 la. O85lbs 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchore®3•Mln.O.C./(2)2x5 Angle Clips/(Fig.6): 1170lbs 11701bs 1020106 23401bs 2844100 810@6 840106 NIA 11401bs .22100 1120106 2818166 1 1022 lba 1327 lbs�1430 bs ADDITIONAL ANCHOR OPTIONS FROM THE 4 AnClare®0.45'SIN.D.C./UCIIp,Into.125•ANm.(Fla.7p WA WA WA WA WA WA WA WA WA WA WA WA WA NIA6 ANCHOR CAPACITY TABLE. PRODUCTI4EV13BD 2Anchaa4D2.75'MIn.O.CJ F-alp(Fig.87• 3501bs 350lbs 290lb, 705lb. 476 lbs WA 280106 WA 315@6 WA 440lbsWA 341 lbs 442lbs64 Anchors®1.15'MN.0.CJ FCBp4BOIbs 7001bs WA WA WA WA 380100 WA WA WA WA WA 682106 BBS Iba , A nn NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' r-- owDtml L10m •VZ Dy�, TABLE NOTES: Alarm ada Pr011uc1 COnirol FIGURE 1: FIGURE 2; FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 11 t I I I 1 I l!I • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 49le( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \`�1,.•'1,10ENSF ;F'P • • • • • • • • • • Q: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000^ _ ;• No.50705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW = FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 'fATE F� ;'•[/j�� • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED YELLOW .125' �'�T •'.•F<ORIOP.•' .` • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125'THICK.STEEL ��C� • •....•• \G� STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEELTO BE AT LEAST.126'THICK ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 8 1'K 4'X.125' #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 B.S. MULLION A.LYNN FL P.E.#fv8 0 P.E. 5 58705 TABLE 7A B Mullion Capacity Table Ibsfft2) Nx Opening Width(forver8caly-spanning mu9iorm)or Opening Height(forhorigordely-spenning mUbons) 501n BO in 701. Barn 901n login 1201n 1401n 160 In Reeiengular TrepRden9. Rectangular Tmp/atang. ReclanOut er Tm{JTdang. R.I.nWar Tmprild 9. Rectangular TroprTdeng. Rectangular Trep/Tdang. Rectangular 7rep/rdong. RecteneWer TmpRa3 ig. Rectangular DegrMang. s Ca 1X4 X.376 Lowing Loadng Laadng Loafing Loading Loading Loadna Loafing Loading Loafing Loadng Loadng Loading Loafing Loading Loafing LW.140 Lmdng o w Alum,Tube rix L• A_ A D D 2: 2• F A A L• A D A D L• t & LD 1170 a m,. ., - .. m a .. gg •a A a c.. Manton k �. �. o �. �- B N ^ a�� a 1' - a �Ga a� a �� a a� a ^ a � a a a a Ga a L In Ea Sc 3 �¢ Ea a: f c K S OC f c K fc ¢ 3c 7 Ec rY "i K K C K f rc c 421n 170.0 620 170.0 435 170.0 744 170.0 470 170.0 088 170.0 SOB 170.0 892 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1498 170.0 521 170.0 1735 170.0 521 110.0 LD 1983 170.0 521 _I 48 In 170.0 700 170.0 524 170.0 850 170.0 584 170.0 982 170.0 670 170.0 1137 170.0 601 170.0 1273 170.0 LU 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1887 170.0 680 151.8 202{ 170.0 680 J LU 50.625 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1048 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1783 170.0 758 166.0 1818 170.0 769 738.5 1819 170.0 756 g 1n 7 0 541, 170.D 797 170.0 612 170.0 958 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 503 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 681 137.1 1789 170.0 eel 120.0 1789 170.0 681 m O O 601n 170.0 885 170.0 701 170.0 1067 170.0 707 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 990 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 07.2 1618 170.0 1063 831n 170.0 030 170.0 745 170.0 1116 170,0 850 170.0 1302 170.0 840 170,0 1488 170.0 1015 166.7 1612 170.0 7076 111.0 1642 170.0 1122 ]17.11 1612 168.5 1158 100.7 1542 IB7.B 1157 80.1 1542 167.8 1157 J fi 661n 170,0 974 170.0 789 170.0 1169 170.0 003 170.0 136{ 170.0 7002 180.8 1172 170.0 1088 142.8 1172 168.8 1148 128,11 1472 156.8 1130 107.1 1472 117.8 1108 81.6 1172 146.0 1104 80.3 1472 148.0 1104 z co g �' 721n 170.0 1063 170A 878 170.0 1275 170.0 1039 150.6[742 166.2 1101 132.0 1320 149.9 11082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1017 89.0 1320 112.5 1042 ? Wa F � W 781n 170.0 1122 170.0 837 1191. 1181 159.4 1013 128.2 738.6 994 1122 11114 125.7 BTB 88.7 1181 116,7 864 89.8 1184 107.5 052 74.8 1781 07.e 915 61.1 1184 03.1 927 58.1 118/ 023 825 J Z Q J f 7B In 168.1 117A 170.0 987 138A 1121 147.0 865 119.8 128.8 9Q 103.8 1124 115.8 931 92.3 1]24 105.8 818 03.0 112! 90.5 906 69.2 1121 09.0 890 59.3 1121 81.3 001 51.9 1124 03.2 BTB I- J r .- 901n 106.1 044 111.5 760 80.1 944 94.3 736 77.2 62.1 724 67.0 944 73.3 712 60.1 844 66.5 702 64.0 044 61.4 693 45.0 846 54.2 678 38.6 844 50.0 Egg 33.8 014 47.7 662 Q p Z N 961n 69.1 742 91.5 687 74.2 742 77.2 652 63.8 67.2 6!1 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49.8 611 37.1 742 43.0 60D 31.6 742 39.8 590 27.0 742 37.5 504 +O- p001051n 82.6 588 63.8 530 52.1 568 63.6 521 44.7 46.6 513 39.1 506 41.4 50.5 34.0 586 37.3 490 31.3 566 34.2 492 20.1 586 29.6 187 22.3 566 28.9 472 19.5 588 24.7 468 !n M117 In 57.6 555 68.6 603 46.0 556 49.5 495 41.2 42.0 487 38.0 555 39.0 460 32.0 555 34.2 473 29.6 555 31.3 467 24.0 555 27.1 657 20.6 555 21,3 M8 10.0 1155 22.4 442 U-1 x Y Y 1201n 45.6 476 48,4 433 38.0 475 39.0 426 328 1 475 33.7 420 20.5 476 1 29.0 414 25.3 476 26.8 409 228 475 24.5 404 119.0 476 21.1 395 16.3 475 18.7 387 14.3 476 17.2 381 X 1441n 28.4 330 26.7 105 22.D 330 22.4 307 16.0 330 18.3 287 18.6 330 17.0 203 d .- Z 0 0 TABLE 713ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 s,0 Anchor Capacity Table Ib9Of Of a; € ANCHOR CAP. Substrate, 2.7RCorarelo 3.55 Coro. HdlowCMU Filled CMU PTWoed Metal (DP_)X( )=ANCHORCAP.- 5'18'Eko 114'8S Eko 51+6'Elco 114'Sri Elm, #10 Simi #12 Steel #12 Sted MULLION CAP.rp,,,,,, ,,, Anchor Clip Patterns Anchorryf>e: 3115 Elco UlOacon 1/4•rim lAueedr Ultrmw 3116'Elco Uluxon 1/4•Ek Uluecm Agpmcator ultmcen AggreOntor Sem((15)Scmw(05) SMW(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge aslence Ont r 24120 1• 2-1/2' 3-118• i' 2-112• r 2.112• 2• 3.118' 2• 0.48- 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Emladnenl pn): 1-311' 1414' 1-316' 1.314' 7 1-714' 1-1114' 1.114' 1.114' 1-114• 1-114' 2• law 1318' tales ACTUAL PRESSURE REQUIREMENT FOR THE 2Amh=C4.75•MIn.O.C.l Standard erOffset Cgp(Fig.162): 390 lbs 39011.1 45011.1 ago lbs 10441bs 2701 ca 2801bs 354 lbs 740 lbs 374 lb. 664 lbs 84811.1 341 lbs 442lb1 560 lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors(412.25'Min.O.C.I Slaudard(or Offset)Clip(Fig.3): 700 We 70011.0 580 lbs 1410 lbs 952 lbs WA 5601bs WA 630101 WA 88011.1 WA 6821" 685 Ib. 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED aAnchors Q 1.75 Min.O.C./Standard(wOlbel)Crip(Fig.4): 96011.1 1400 lb, WA WA WA WA 760 It. WA WA WA WA IVA IMM 17757 0401ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anc)ars®3'Min.O.C./(2)2x5 Angle Crips l(Flp.BY 783 Ibs 760 us eOg lbs 1560 IM 1896 lbs 540 lb, 560 ms WA 760 lbs 740 IM 660 lbs 1 1692181 682 lbs 8e51bs 112D1bs CAPACITY WHICH MAY BE USED TO QUALIFY 6MwtWs®3•MIn.O.C.1(2)-5 Angle Cgps I(Fill 1170101 117011.1 1020 lbs 234DIbs 2944lbs 61011.1 840 Ib. wA 11401bs 11221os 13201bs 283 IM 022lbs 13271b3 1680Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors@OAA 5141.O.C./U alp,Into.t25•Alum.(Ftp.7): WA WA WA NIA WA WA WA WA WA WA WA WA WA I NIA 1{3011.1 ANCHOR CAPACITY TABLE. RODULTRBVBED 2 A.-- 2.2Y Min.O.CJ F471p(Fq.B7 35011.1 35011.1 280101 70511.1 47811.1 NIA 280lbs WA' 315lbs WA 440IDs WA 34711.1 44211.1 56011.0 eo4"plftwtlhlbe Fladds 4 Anchors®1.75-MN.O.CJ F{21p(Ftp.9); 480101 70010. WA WA WA WA 380 Ina WA WA WA WA WA 652 lbs 695 lbs 11201Gs ugdlgg Q4da NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. --•1 1.062" f--- --j 1.000" zzmrll TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,�`�,�Z,�N.•••••••.A9�(�J��i,, 1 .• 1GENS �'•,F i • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE F SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000' )t' No.50705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = FIGURE 5: FIGURES: FIGURE 7: --O 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND tl'ATTEV• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE () '•rte • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T r F<ORIOP.•''G\�a� 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' .375' .CHORS 376• �ss �1 ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHATHICK(18 LLSEXTEND AT LEAST 3 SCREW THREADS STEEL TO BEAT IBEYOND THE MATERIAL.25-THICK AND A36.ALL 10&#112 l'X 4'X.375' 1'X 4'X.375 J!/1; NAI. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNN MI`62R,P.E. FL P.E.#58705 TABLE BA Mullion Capacity Table IbstW) T OpeningWidth(for verfically-spar"ng mullions)or Opening H eight(for holtntally-spermilng mtA[Ions) 50 in 60 in 701n 80 In901n ID In 1201n 1101n 1801n 'liar m'1 O 1.26"% Rmtangidar T�sprTdang. RectangUer TroprTdM9• RadanguNt RoprTdang. Rectangular Reprrdeng. Rcdcno., Treprmang. Rectangular Map'ideng. Ree1a/guler T.prrdang. Rectangular Tmp/Ttlang. Rectangular Tmpralmg. aY 3,188"% Loafing Loafing Loadng Loafing Loafing Loafing Loadig Loafing Loafing Loading Loafing Loafing Loafing Lnadng Loadng Loading Loading Laadng s2 g U .266"Alum �' .�' F �' x t a e � Jct a ' F £ P t` Tube Mull a a I ,[17D a i a ,� 1, 11 1 1� � �s �� � &g A sa 1 11 1 1� " �� a 3^ 8 c9 c7 9 c7" c9 3 3 a 3 a 8 c9� � 8 c9 c3� 8 c9� 0 a 8 8� c9 .�� N e� . 511 a t e� � omE�421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 BBB 170.0 506 992 170.0 5t9 170.0 1116 170.0521 170.0 1240 t70.o 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 52118In 170.0 700 170.0 521 170.0 050 170,0 684 170.0 892 170.0 630 11}5 170.0 681 170.0 1276 LU 170.0 677 170,0 1417 170.0 680 154.8 1548 170.0 6110 132.7 1548 170.0 680 116.1 1618 170.0 68050.825 N 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 17D.0 684 . 1195 170.0 723 170.0 1315 170.0 747 167.0 1488 170.0 756 139.2 1168 170.0 756 119.3 1468 170.0 756 104,4 1468 170.0 756 g �o 641. 170.0 797 170.0 612 170.D 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 903 163.1 1376 170.0 637 146.8 1376 170,0 858 172.3 1376 170.0 861 104.8 1378 170.0 661 91.7 1378 170.0 661 CQ CD O 601- 170.0 685 170.0 701 170.0 1063 170.0 797 158.0 1156 170.0 670 139.0 1158 167.4 830 123.6 115a 158.8 Me 111.2 1158 150.0 912 92,7 1168 144.6 905 79.4 1158 1N.8 905 69.5 1158 114.8 905 F=-' 8 40 J 631. 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.8 662 120.1 1D51 142.0 840 108.7 1051 132,3 &17 90.1 1051 125.7 830 60.1 1051 119.5 022 60.6 1051 119.1 021 60.0 1051 119.1 821 1L 681n 187.1 057 170.D 769 139.3 257 151.6 805 119A 057 134.0 700 104.4 957 t21.6 777 018 057 112.6 767 83.6 957 106.6 759 69.6 057 100.0 750 59.7 857 909 748 52.2 057 08.9 748 721. 126.7 804 1352 698 107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 91A 660 71.5 604 64.1 650 64.4 604 76.8 043 53.6 801 72.3 633 46,0 804 69.2 620 40,2 804 69.8 628 •8�t' � 76 In 109.1 722 174.1 670 BIZ 722 912 818 78.2 722 85.3 606 68.1 722 76.7 SB6 80.8 771 70.3 608 64.7 722 65.5 580 15.8 772 59,5 570 78.1 722 60.7 665 74.2 722 68.2 584 J o c3Z M 781n 101.2 665 105.6 500 64A 865 89.8 568 72.3 685 76.5 571 63.3 685 70.5 668 58.2 685 64.5 560 50.6 685 80.1 553 42.2 665 64.3 543 36.2 885 51.4 537 31.8 ON 50.7 536 901n 65.9 515 68.0 457 54.9 5t5 57.5 449 F47.1 515 50.1 441 41.2 515 N.7 431 38.0 515 40.6 426 33,0 515 37.4 422 27.5 615 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 K Z N961- 64.J 163 65.0 104 45.3 153 17.1 397 153 41.0 391 33.8 453 78.4 385 302 153 73.0 J79 27.2 453 JO.f 371 23.6 ISJ 266 J68 19.1 45J 21.3 760 17.0 15J 22.9 356 F' ODlosin 38.1 350 J9.a 323 31.6 358 32.8 318 358 28A 313 23.8 358 252 308 212 358 72.7 304 19.1 358 20.6 300 15.9 J58 16.0 293 � ri1111- 35.1 338 J5.8 306 20.J 378 JD.1 301 338 26.1 297 22.0 We 23.2 207 19.5 338 20.9 269 17.6 338 10.1 265 x x o120 in 27,8 290 28.3 204 23.2 280 23.8 260 200 20.6 256 17.1 280 18.2 263 15A 290 18.4 249 U N Q 1441- 18.7 201 18.3 186 Q..r c co % TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: .� Z � AnchorCa ecl Table(lbs) ANCHOR CAP.,,a,,,` o y e'--r'? Sub5Bale 2.7k Cowde 3.5k Calc. H000wa.IU Filled CMU PT%Ywd Metal (DP, )X( M) ANCHOR Elco 714.55 Eko N16'Elco 114'SS Elco p10 Siad 912 Sleel 912 Sled MULLION CAP.,,,,,,,,,, AnehorClip Patterns Anchor type a16'Emo Unman v4•EkouBmcon u0rzcon 3't6•E1eo Utttttan tl4'ElcoUllmcon Aggr��r U11mcon A99rtie11 sc_(G5)screR(G5) serar(35) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge pstarce pn) I. 2.17 i• 2-117 3.1/8' 1' 1 2-117 1• 2-17 7 airs• 2' 0.48• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN FmOeOnenl n 1314• 15'4• 1314• 15'4' 2• 1-114• 1 1-114' 1-1/4• 1.114• 1414• 1-14' 2' 138• 1.N8• nates ACTUAL PRESSURE REQUIREMENT FOR THE 2Anc7489@4.75.TAM O.C.I Standard a Orsel Cilp(Fig.1): 39D 109 300 Its 450 WS 8901os 1644 lbs 270 Ibs 28D Its &54 lbs I 7401bs 1 374 Ibs 66A IDS 916106 331 42 IceA-- L OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archas@1.15,W.O.C./SlandeN(cr Or5et)C1Ip(Fig 2j. 483109 7001ts IIIA ILA IUA IIIA 380 Its IIIA IUA IIIA IUA WA 6821bs 806 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anclars@ T MIn.O.C.r(2)215Am1e C9ps/(Fl113) 780 IDs 780 Ice 680109 156D Ibs 18M Ibs titolDs 660109 II/A 760109 748 Ibs 680105 1802 Ibs 6821bs 065 Ibs MULLION.IT WILLYIELD A MINIMUM ANCHOR 4Arcbors@ 0.45'I.M.O.C./UC9p,Inlo.126'Arum.(F7g.4) IIIA IUA II/A IUA II/A IIIA IUA HIA IUA IIIA IUA IUA II/A WA CAPACITY WHICH MAY BE USED TO QUALIFY 1Arclorl F-Up(Fig b) 1051bs 195108 225 res 445 IN Jim 1351D5 143 Its 177 Ibs 370169 iB7 lbs 332105 413Its 170MS 2211. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors@ 1.15'MI.O.CJ FC9D 96 240 Ns Mlas NIA IUA IUA t7/A lm lha HIA IUA HIA IUA ILA 341 Ibs 4421M ANCHOR CAPACITY TABLE. PRODULTREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as wwm lheplod BuOdIVCade . Ao"Tte tge NO - CD2 FIGURE 1: FIGURE 2 1+1.250"1 rur TABLE NOTES: � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mi-ml ado Produce Conir.l ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE LYNN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEEN�10EN CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ElsBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. T1 r• No.58705 '7� IN PAIRS. 265' _ - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _- FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL ''D 2' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE r •'�y �TAO • 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND SIU'OFF [V; • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 3.188'X.265'MULLION �` '•.�'(ORIDP,•''•\� • ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4•VF MULLION) 1,4 0/0N'... • #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A./�YNN,1y"1GLER;P.E. FL P.E.#58705 TABLE 9A � Mullion Cepeoly Table(lb61ft2) Opening Width(forverlfcelyspanning mulions)or Opening Height(for hod2onta0lspeming mtlfons) 50 In 60 in 70 In 80In 90In t001n 120112 140112 160112 Red gofer TmpTAe.g. Rxlangular Teplydenp. Rectanw r TmpTAeng. Reelengular 7mpTAang. Reolengular TmpTdang. RC4lone.or TmpTtlenp. Retlengulor TmpTAang. Rectangular Tet✓frlan¢ Retterguter Tre7J7Aang. ti 1.25X3.26 X.100 Leading Loedng Loadng LoedN9 Loading Loafing Loadog LeedIM Loodng Loafing Low g Loading Looting Leering Loading Loediug Lcadog I.or; do cZ` Z O Alum.Tube P �' _ P _ P _ P _ PF$, fP P 5r. Mullion OH �R8 8 � Q � �• a` �• � � O ` 6 �' to N ah4.1 �� 21m� � Z 42N 170.0 1120 170.0 435 170.0 744 170.0 478 170.0 068 170.0 1i09 170.0 992 170.0 518 170.0 1118 170.0 52f 153,3 1118 170.0 521 127.7 ills 170.0 521 108.5 1118 170.0 521 95.8 1118 170.0 521 O 48N 170.0 708 170.0 526 170.0 850 170.0 684 167.6 970 170.0 630 146.7 876 170.0 661 130.4 976 170.0 677 11 T.3 978 170,0 680 97.8 978 %Too 880 81.8 978 170.2 600 73.3 978 170.0 660 J LU 50.825 in 170.0 747 170.0 663 170.0 898 170.0 831 150.7 927 170.0 604 131.9 927 188.6 708 117.2 927 159.1 699 105.5 927 168.3 696 87.9 927 158.3 695 75.4 921 156.3 695 65.9 921 158.3 695 _ 9 fA 541n 170.0 797 170.0 612 154.5 869 170.0 691 732.5 869 153.9 603 115.8 889 141.8 669 103.0 869 134.0 660 92.7 089 129.8 654 77.3 689 128.8 652 66.2 669 128.8 652 57.9 869 126.6 652 LU 0° O 60N 143.2 740 163.8 831 119,4 748 132,3 620 102.3 746 117.8 608 BB.S 748 107.8 599 78.8 746 101.0 692 71.8 766 06.6 SB7 59.7 740 03.3 683 51.2 748 03.3 503 44.8 148 9J,3 683 631, 123.7 877 132.0 678 103,1 611 113,2 668 88.4 177 100.4 655 71.3 077 91.4 548 60.1 617 65.2 579 61.9 677 01.0 534 51.6 877 77.0 529 44.2 677 78.7 529 39.7 677 76.7 529 f- („) J 601n 107.6 617 114.1 630 89.7 617 87.6 519 76.9 817 88.3 509 67.3 817 78.3 500 69.6 611 12.6 494 53.8 617 68.7 489 44.8 017 64A 463 38.4 617 63.7 482 33,6 617 63.7 482 ? LU 72112 82.8 610 87.1 d60 69.1 519 7d.2 440 fi9.2 Sts 85.2 d]1 61.s 618 60.8 d25 46.1 518 54.2 419 41.4 610 60.7 414 34.6 SIB 40.8 408 28.8 616 d5.0 406 26.8 610 46.0 406 Z J i 00 76 In 70.5 465 73.7 CDB 597 465 62.6 398 50.3 485 56.9 390 44.1 465 49.4 364 39.2 465 45.3 378 35.2 485 42.2 374 29.4 485 36.3 307 25.2 des 36.5 384 22.0 465 36.2 387 j 78 In 65.2 441 68.0 387 54.3 441 57.7 379 46,8 441 50.0 372 40.8 441 45.4 366 36.2 441 41.6 360 32.0 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 348 20.4 441 32.7 345 J g o O rcZ 901n 42.4 332 43,8 295 15.4 332 37.0 289 30.3 332 32.3 284 28.6 332 28.8 280 23.6 332 26,1 276 21.2 332 24.1 272 77.7 332 2L3 266 15.2 332 19.6 262 13.3 332 18.7 260 F C, GO In 35.0 201 35.0 2s0 28.1 291 30.3 258 26.0 291 28.4 252 21.9 281 23.6 246 18.4 291 21.3 244 17.6 281 19.5 241 td.6 201 17.1 230 12.5 281 Ib.B 232 Z e-• a N O IN In 24.8 230 25.1 206 225 230 21.1 205 17.6 230 183 201 16. 23D 16.2 198 H X 4Z OD p III In 22.6 218 23.1 197 10.9 218 19.4 194 16.2 218 16.8 191 14.1 718 14.9 186 1 CV. H SO B� 1201n 17.9 187 18.2 170 14.0 187 15.3 107 (UjM R� xto N U N a 0 0 a z rn m TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: m� Anchor Capaclty Table(lbs) ANCHOR CAP.,,,,,,,,,, rc� Substmlo: 2.7k Colonia 3.5k Cone. HoWN Mu Filled CMU PT Wood moral (DP,)X( >=ANCHORCAP.- 5116'Elco 114'SS Elco 5f1S1 El ce 1/4'58 Elco 010 Steel 912 Steel 912 Sled MULLION CAP.,,,,,,,,,, Anchor Clip Patterns Anchor Typo. 3118'Elco U1Vocon tl4•Elco UlUecon Ultor'. 3116'Elco Ultmoon 114-El..Ullacon Agg eGatn UlUmon AggreGalor Scre9(G5)Screw(G5) Sem(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edgy Distance Bn): 1" 2.112' t• 2-112` 3-118' P 2-112' 11 2-1121 2• 3-01' 2' 0.46• 0.541 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment 912): 1.314- 1-314' 144' 13/4' 2• 1.1/4• 1-1/4' 1.114' 1-114' 1-1/4' 1.114' 2- 1318' 1-181 4etles ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anthem@4.75-Min.O.C./StarWard"Offset Clip(Fig.i) 39D lbs 390[be 450 lbs 8901bs 1644 lbs 270ros 280 No 3,14 lbs 740 too. 374169 804!be 948165 341 lbs 442!be 560lb5 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anciprs @ 1.15'Min,O.C./Standard(or Offset)GIN(Fig.2k 480 lbs 700 lbe WA WA N/A WA 380105 WA WA WA WA WA 682 lbs 8851DS 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anthers®3'MIn.O,C.I(2)245Ang1e Clips/(Rl;.3); 780165 780 too 680 lbs 1560 ros 18961be 540 lb. 560105 WA 760 lbs 748 lbs 880165 1892 lbs 682 ros 685 to. 1120165 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 AncMm @ 0.54' PT O.C.1 U4Ap,Into.100'Alum.(Fig.4): WA WA WA WA NIA WA WA WA N/A WA WA WA WA WA 950165 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F•Clip(Fig.6): 105 ros 195 lbs 225 lbs 445105 822 loo 1351bs 140!be 177 lbs 370 Its 1117 lbs 332 lbs 473105 17o ros 221155 210 ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ambers LdJ 1.15'611n.O.CJ F-alp Bt 240165 350165 WA WA NIA WA 180165 WA NIA WA WA WA .11. 44i be 5601Da ANCHOR CAPACITY TABLE. IRODUCrRumnD undfn8Cc&with the Florida 4meple-No 4" C FIGURE 1: FIGURE 2: TABLE NOTES: -1.250" D • • • • 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. dl6mi ode Product Control 1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� �y LYNN FIGURE 3: ......... '.Ize, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.250'ANGLE \a .•'�1GENSt; •. .fa CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '• F* BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = No.58705 `Y IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = , GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 400.WOOD SHALL .100' --D 2'=. FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE )3 LS'AZTF b��"�;'.(L�z. • 6063•T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ���iC`•' p �� Q e e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1,25•X 3.25'X.700' a5n •1• •1 C��`� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ,E��7 • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. MULLION 7�/� /QNB( A.LYNN NIILL��i,P.E. FL P.E.#68705 TABLE M Mullion Capacity Table(Iballtt) �JN, Opening Width(forvellice6y-spenldng m1111ons)orOpening Height#brhmizulieQyspannIng molliors) 501n 60 in 70 in 80 in 90 in login - 120 in 1401. 160 in '�Yo'�1 i RaclangWar Trep?riang. Redengular haprtdang. Repengular Traprtdang. Racnngolar Treprtdang. Rectangular Raprtdang. Rectangular TrapTdano. Rectangular TrapTnang. Rm not;ar T(apTnang. ReclangJar T,eInMierg. 4 1.26%3.26 Loadn Loading Load Loading Load Loading Laad Load Load-mg Loadn Loading Loki' Loadin Loadn Loading Landing Loading Loading x.624 A 9 nB 9 DsB 9 n8 n8 9 A B �A 9 9 A 9 B oyr 2 V Alum.Tube Al Mullion � •E . •B .` .��• . 8 - 9 �E �a5 , 'S .r .b' 5 �.. ., 'B lift Z € N u' Cai7a o ua o o is is S va o u rc 00 O F 4 2 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 060 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 110.0 621 170.0 1736 170.0 521 170.0 1983 170.0 621 J 134 LU 481n 170.0 709 110.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 600 148.5 1979 170.0 680 50.625 in 170.0 747 170.0 563 170.0 895 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.6 1877 170.0 756 133.5 1077 170.0 756 Si In 170.0 797 170.0 672 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1216 1 170.0 003 170.0 1434 170.0 037 170.0 1594 170.0' 856 156.4 1759 170.0 861 134.1 1769 170.0 861 117.3 1759 170.0 061 lL 00 m 60 in 170.0 Egg 110.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1611 170.0 1037 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 U) (O J 63 in 170.0 930 110.0 745 770.0 1716 170.0 650 170.0 1302 170.0 910 156.6 1370 170.0 INS 139.2 1370 170.0 1D76 126.3 1370 164.0 1082 101A 1370 155.9 1072 09.5 1370 155.3 1070 78.3 1370 155.3 1070 11) lea 66 In 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 1369 1248 158.6 1013 121.1 1248 IVA 1000 108.9 1248 139.0 9119 90.0 1248 130.4 978 17.8 WE 129.0 973 66.1 1248 129.0 976 Z EL �. 724. 167.8 1019 170.0 870 139.9 1049 150.2 692 119.9 1019 132.1 BTS 101.9 1W9 119.1 860 93.2 1019 109.7 Bd6 83.9 1019 102.7 83B 69.9 1049 94.3 825 59.9 1049 91.2 820 52.4 1619 91.1 820 J$ s� 0 76 in 142.7 911 149.1 822 118.9 941 126.8 805 101.9 911 111.7 791 89.2 941 f00A 777 79.3 941 91.7 766 71.4 971 853 757 59.5 961 77.6 744 51.0 941 74.0 737 64.6 441 73.3 736 78 in 132.0 897 137.6 787 110.0 894 116.9 767 91.3 894 102.0 753 82.5 891 91.9 740 77.3 894 81.1 730 66.0 891 78.3 721 55.0 894 70.7 707 47.1 841 67.0 701 4L3 845 66.1 696 Q V r 901n 85.9 671 08.7 596 71.6 671 74.9 505 61A 671 65.3 575 67.7 671 51.2 566 47.7 671 52.9 558 43.0 571 48.0 551 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37.9 526 I­_ 04 Q N O 961n 70.0 590 72.8 527 69.0 590 61.4 618 50.6 590 63A 509 44.3 590 47.5 502 39.3 590 43.0 494 35.4 590 39.6 488 29.5 590 34.7 477 25.3 590 31.6 469 22.1 590 29.8 464 F X Z W 1081. 49.7 166 30.0 121 41A 466 42.8 411 35.5 666 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.5 382 17.8 466 21.2 375 15.5 665 19.6 370 (n N O o 111 in 46.8 411 46.7 400 30.2 441 39.3 393 32,7 441 34.1 387 28.6 441 30.2 382 26A 441 27.2 376 22.9 441 24.9' 372 19.1 441 21.5 363 16A 441 19.7 356 16.3 641 17.8 351 Cf) Ory 120In 36.3 318 36.9 Std 30.2 378 71.0 339 25.9 378 26.0 336 22.7 378 23.7 379 20.1 370 21.3 325 '18.1 376 19.5 321 15.1 378 16.7 314 IY X j 1441. 71.0 262 21.2 242 17.5 262 17.8 239 15.0 262 1 15.3 236 L~.7 CA Q Z W uOi TABLE 108 ��s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: m Anchor Capacity Table(Ibe) d' Substale'. 2.7k Comrde 3.5k Cmc. HdIOW Q,fU Filled= PT Wood 1,10a ANCHOR CAP.,,,,,,,,,,, F ra o�tt� (DF;,,)X{ )=ANCHOR CAP.,,, 51161 Elco M14/4' Er Unr Elco 14'SS Elco 0103156 #12 Steel 012 St MULLION CAP.nq,- AnehcrCllpPalteme MoD«Type 3'tS Elco Unacm t/4•EkoUllacon Unwon VIVEl000nrxm t/4•EkoU11-ma Ugacm Aggreca« Sclew(G5)Scrcw(05) SCreW(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EOge Olslarce gn) 1' 2412' 1' 2-12' 3118• 1' 2.112' 1' 2-1/T3-11T 2' 0.48• 054' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN 11MEt n 1414' 1414' 1444' 1414' 2' 1-114' 1414• 1-114• 1-14• 1.14' 2' tag' 1418' vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclna®435'Min.O.C./Slan'dard a OISet CDP(1719.l7 300105 390 Its 470 IDS 890 We 1644106 270 IN 2EO RG Sst ms 74010. 374 gas 661116 946167 3411bs 442 Re E60 Its OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Archers 401.15'Min O.O IStandard(of OiMel)Clip(Mg.27 4801os 700 Its NIA WA IIIA IIIA 9W Its I4/A ILIA IIIA IUA WA 68210. 89510. 1123 WS CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctols Q3'"'O."')N5Ang1eC8ps/(9g.37 780 Ras leo Re 680 gas 1560168 1896Ibs 5f01os 6601m NIA 760 Its 748 IDs BED Its 18921os C821bs 885 IDS 1120116 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3A7Kma.0044 2_T1!C./ULgp.IAID AD0'Aioa.(Rg.41 IIIA WA II/A ILIA II/A 11/A IUA IIIA IUA 11/A IUA WA lUA ?UA 950 Ite CAPACITY WHICH MAY BE USED TO QUALIFY t Arcrurl FCEp(Flg.4195 Ns 10511)5 2251bs44510. 822IDS 7351Ds loo i� 17/105 370IDS 187105 392 Res 673 He 170IN 221 IDs Tao IDs ADDITIONAL ANCHOR OPTIONS FROM THE 2An.'hXs @ 1.15 Min OX FLS 067 26011). 350 Me RIA IUA NIA n/A 7901hs IIIA IUA IIIA IUA IUA 341 Jos 442116 56010. ANCHOR CAPACITY TABLE. PRODUCT REVISED cottgllying whh the Plorfde ugdi08 Oodc .O A;!,r cceptmdro No FIGURE 1: FIGURE2. TABLE NOTES: t210" _ • • 1)SFS SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I�PmdUcl C'ns:trn ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. /1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� ONY L NN M� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. \�`��' �,1GGNS <<F ANGLE � � P ''•.� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - =�.:• y� Fw 1BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - ' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL J �,�( I s ;• FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4� =��' STATE O 4Q 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �'C�.'•.F(OR(OP•.•' O O e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.824' /7T7t/SS CONAL�Lss�� . #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNW IMILILLL,P.E. FL P.E.#58705 TABLE 11A ® F Mullion Cep achy Table(1687117) 2A Opening Width(forwd(caDy-spanning millions)orOpening Height(for hodzortallyspanning md6ons) XCkc+ c 50 in 601. 70 in BO Mn 90 in IOD in 1201A 1401n 1601n a s Reclalgutal Trap7rieng. Reclangulw TmpR-9. Roclongulw T. iing. Rectangular to -9. Raclangul.1 TepRdang. RecUnguler Tmp?dang. Rectangular TmpRdang. Rectangular TmpRdang. Reclangdar Trayfriang. �s 1rcrc- 126x3.94 Loading Wdirg Loadng Loafing Loading Loading Loedmg Lo",nq Loafing Loading Loafing Loading Loafing Loafing Laading Loafing Loading Loading o=� x.824 z U � Alum.Tube a .' S `�.., �'. 0 E.. Sl. .' a u ,. E w 5 •S •85.. .�'q k' .2� .au'� .B .E Lo Mullion R u 5 s o " .m a 8" S v> a .� fV u si v u' U v m e_ �� s.g � t!� g � - �•� sQ 3 %'a 5 s _'€ fa 8a fo ¢`rc 8� 8s f€ 8a f@ 804 �' 8� f@ 802 f@ OCAI 421n 170.01 620 1 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 S21 170.01 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 17DA 521 170.0 1983 170.0 521 401A 170.0 708 170.0 624 170.0 650 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 6SO 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2257 170.0 680 J W 7 W 50.62501 170.0 747 170.0 56) 110.0 096 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 M3 170.0 1345 170.0 747 170.0 1494 17D.0 766 170.0 1793 110.0 756 170.0 2092 170.0 756 170.0 2391 170.0 766 2 a �a 641n 170.0 797 170.0 612 IMA 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 656 170.0 1913 170.0 061 170.0 2231 170.0 661 160.2 2403 170.0 861 m 60in 170.0 685 170.0 701 170.0 1063 170.0 797 170.D 1240 170.0 878 110.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 146.3 NO 170.0 1063 129.8 2163 170.0 1063 I=-• 0 CO 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1677 170.0 1076 170.0 1859 17D.D 1122 156.9 2050 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 QW. a 661. 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1361 170.0 1002 170.0 1658 170.0 1086 110.0 1763 170.0 1155 170.0 1948 110.0 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1286 107.2 1966 170.0 1286 Z 4/)o m 721. 170.0 1063 170.0 870 170.0 1275 170.0 1009 110.0 1468 170.0 1126 110.0 1700 170.0 1228 164.1 1734 170.0 1316 138.7 17A 169.6 1306 115.6 1734 155.9 1361 99.1 1734 160A 1352 867 1734 150.2 1352 C JLU 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.6 1556 170.0 1209 147A 1556 165.2 1265 131.1 1556 151.5 1266 117.9 1656 141.3 12S1 98.3 1556 120.3 1229 64.2 1556 122.3 1219 73.7 1555 121.2 1216 78in 170.0 1151 170.0 967 170.0 1381 INA 1116 155.9 1477 159.3 1245 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 17.9 1477 110.8 1168 60.2 1177 109.] 1154 90 in 142.0 1110 146.5 986 118.4 IIID 123.9 960 iD1.5 111D 107.9 9S1 88.8 1110 06.3 936 78.9 1110 87.6 922 71.0 1110 00.7 910 59.2 1110 71.3 691 50.7 1110 66.6 876 44.4 1110 62.7 670 Z Q N 961. 117.0 975 120.3 672 97.5 975 101.5 066 83.6 975 B8.3 642 13.2 975 78.5 829 65.0 975 71.2 817 50.5 975 65A 807 40.6 975 57A 799 41.8 975 52.3 776 36.6 975 49.3 167 � X 9Z � O 108 in B2.2 771 04.0 696 665 771 70.7 685 58.1 771 61.7 674 51A 771 64.3 664 46.7 771 49.0 6S5 41.1 771 44.9. 647 34.3 771 36.9 632 23.4 771 35.0 621 25.7 711 32A 612 111 Mn 75.1 170 77.3 661 63.1 730 65.0 650 54.1 730 56.7 650 473 730 49.9 671 42.1 130 45.0 622 37.9 730 41.1 614 31.5 Tag 75.6 600 27.0 770 31.9 589 23.7 Tag 295 581 ('n CO W 1201n 69.9 624 61.0 669 49.9 624 512 560 42.9 624 44.3 552 37.5 624 39.2 514 33.3 626 35.3 537 30.0 fi24 32.2 531 25.0 624 27.7 519 21A 628 245 609 18.7 624 22.5 501 2 X 144 in 34.7 433 35.1 400 28.9 433 29A 395 24.8 433 25.4 790 21.1 433 22.4 385 tg.3 433 20.0 381 17.3 477 18.2 376 (1 N Q O O z U) 4x3 g m0 O TABLE 118 AnchorCepaeily Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: - lr ANCHOR CAP.,,,,,,,,, m subslmte 2.71,Coremle "I'Cme. HellowCMU Filled CIA PTWCM I•luri (DP, )X( )=ANCHOR CAP.- 11161 Elco 1/d'SS Ek0 1116'ERo 1/4'SS Elco 010 Sled 012SIeel pit SIM MULLION CAP.,,„,. AnehorCHID Patteme Arxhor type 3/161 EIcoU¢racm 714'EkoU¢mcon UOmcon 3'161 Elco Ullmcen V4'FJcoUamcon AgWeGator UtImcon Aggn.Gplar Scmw(GS)Scrav(G5) Scrm(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR Etlga gslarce0n) t• 2-Ur I- 24Ur 3119' 1• 2-1Ir 1• 2-vr z 5118' z OAS' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN E4nUMnff11 n 1514' 13r4' 13/4' 15'4• r 1-v4• 1.114• 1.114• 1-V4• 1.114• 1414• z I-TV tale• rates ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancrors@ 43S Min,O.C.I Mind=rr D%el CUP Mg.1) MO ms 390 MIS 450 IDS wO mS 1644 IDS 270IDS 280 ms 1-1-M in 7401De 37410S 664IDS 946ms 341 IDS 442IbS 6601D5 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhas@1.15'Min.O.C,I Sta)Mrd(O Met)00p IF19.2) 660 ms 700 IDS IIIA IVA HIA IIIA 300 IDS NIA HVA IIIA IVA HVA 682109 8135 lbs 1120 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arcrors@ T Min.O.C.1(2)245 Angle Ceps 109.3) 7801Ds 790¢s 680105 15W0 1MB IDS 0401DS 5W IM IIIA 7601bs 748 IDS 8110110 1092 MDs 6B2ms 865me 1120108 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amhors6 0.64'hon.O.C./UCIIp,Inlo.100'Alum."4) IIIA HIA IIIA IVA IIIA NIA IUA IIIA IVA NIA IVA IVA HIA IVA 1267 IDS CAPACITY WHICH MAY BE USED TO QUALIFY tArcrori FCUD(Rp.S) tg5 ms 195106 225 g7s 445 t0a 822108 135 ms too Its trams 37011.1 181109 032108 473118 770109 zznbs 2110 IDS ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @1.75.1,1.5E O.C]FCBP(Mg 240108 350 IDS IIIA HVA IIIA NIA 190 IDS NIA tUA H/A IUA IUA 341108 442108 560108 ANCHOR CAPACITY TABLE. PRODUCTREVISED, as cOmPlying with lba FLodde Bhgdieg4,'b6 1.250' Ao0ep1e1sw No a �� FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iami ode Pro uc Control O O ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\t%I 1111 I)I/I/1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. p ,..-•••, C �i N '•�F FIGURE 3: �CENSF ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' ���• �" •. �,� BEIUSEDST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ��- No.58705 -I r SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �_'O•:�- � .L� !s W Fe 0 FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 61.90.WOOD SHALL S ATE O BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE O • 6063-T5 AND BEA MINIMUM OFA 00'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •624" � �'•FCORID�`.•���� .045"THICK 18 GAUGE•STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 11 1../0M O O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1111 N -t t t #10&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25"X 3.94'X.624' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table Ibslft2 Opening Width(forverticalry-spanr9rgmulllons)orOpening Helght(for horizontalry-sparvftmllllons) 501n 801n 701n 80 in 901n 1001n 120 in 1401. 1601n ��xH` Rectangular Trep/Merg. Rttlangdaz TrapRlang. Reelanguler hapRdeng. Rectengder TrepfTaeng. Rectangulan TropTdong. RectangUer Trep?4ang. R¢4tengular Trepf111ang. ReclangWer TrepRdang. Rectangular 7hpRdeng. 6a 2X4%.26 Laadirg Loadng Loadng Loafing Loading Loadng Loading Loadng Loading Loadng Loadng Loadng Loading Loading Loadng Loadng Loadng Loadng C w Alum.Tub6g �• D �' �' �• F _ k• k• & oz J Mullion � a3 a9 8 a dhat3 9 a ca2Is is 2= 1 2 1 1, 1 �( 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 912 170.0 519 170.0 1116 17D.0 621 170.0 1240 1170.0 521 170.0 1488 17D.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 703 170,0 624 170.0 850 170.0 5B4 170.0 092 170.0 630 170.0 1133 170.0 Set 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1T00 170.0 600 170.0 1863 170.0 680 170.0 2287 170.0 680 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 1170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 658 170.0 1913 170.0 661 170.0 2231 170.0 861 170.0 25M 170.0 861 LU 0 o Q 60 In 170.0 805 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170,0 1417 170.0 9M 170.0 1594 170.0 908 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1063 180.8 2680 170.0 1063 0 c) to 031n 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170,0 1673 170.0 1078 170.0 1859 !170.0 1122 170.0 2231 170.0 1169 168.7 2557 170.0 1171 156.8 2653 170.0 1171 ~ J 681n 170.0 074 170.0 789 170,0 1169 170.0 S03 170.0 1364 170.0 1002 170.0 1650 170.0 1086 170.0 1753 170,0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 132.8 2437 170.0 1288 721n 170.0 1083 170.0 878 170.0 1276 170.0 1009 170.0 1488 170,0 1120 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 1450 2181 170.0 1488 124.8 2184 170.0 1528 100.2 2184 170.0 1530 Z z $ sZ 761n 170.0 1722 170.0 837 170.0 1346 170.0 1000 170.0 1570 170.0 1209 170,0 1794 170,0 1322 165.1 1960 170.0 1421 148.6 1860 170.0 1605 12]F4 181.8 1548 108.1 1860 154.0 1535 92.8 1980 152.7 1531 '�S (L 5 �Z N 76 In 170.0 1151 170.0 907 170.0 1361 170,0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1651 170.0 1474 137A 1861 163.1 15M 11147.3 1473 98.2 1661 139.6 1458 65.9 1881 137.6 1464 Q vi � J 90 In 170.0 1328 170.0 1149 148.1 139(1 156.0 12/8 127.8 1388 136.0 118B 711.8 1398 121.3 1178 BB.4 1398 11 D.2 1162 89.5 1398 101.8 11/7 789.8 1122 63.9 1390 82.7 1105 55.8 1398 78.9 7086 ZJ861n 147.1 1229 151.5 1098 122.9 1728 127.8 1079 105.3 1228 111.2 1061 92. 1220 90.9 1044 81.8 1729 89.6 1029 73,7 1229 82A 1016 872.2 BB7 62.7 1229 65,8 977 /6.1 1229 62.1 067 F2 co Z1081n 103.5 971 105.8 877 86.3 871 89.0 862 74.0 971 77.2 840 64.7 871 68.4 837 57.5 971 61.8 025 51.8 971 56.5 816 469.0 798 37.0 871 64.0 782 32.4 971 40.8 771 In NIII In 85.4 919 97.3 832 79.5 BIB 81.8 818 68.1 919 70.9 we 59. 819 62.0 794 53.0 919 56.7 784 47.7 919 51.8 774 344.8 766 34,1 818 40.2 742 29.6 919 37.1 732 WX120In 75.5 786 76.8 716 62.9 788 81.5 705 53.9 786 55.8 695 47.2 786 48.4 608 41.8 786 ;4A 877 37.7 766 40.5 668 334.9 653 27.0 768 31.0 041 23.6 760 28A 631 Ix d'1441n 43.7 546 442 604 36.4 506 37A 498 31.2 546 31.8 487 27.3 548 282 485 24.3 548 26.3 479 21.8 1448 :22.9 474 118.5 484 15.6 048 17.2 455 13.7 548 15.5 448 Q C4 Q O O TABLE 126ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapaclty Table(lbs) ANCHOR CAP.,�,,,� m mo Substrate' 233 Corcrete 9.5k C¢nc. Hdlo'6 CMU Filled CMUF.w Woed Mdd (DP,)X( )=ANCHOR CAP.,,, kII/A 114'SS Eko SIG Eko 114'SS Elco 012Stesl 012 StwI MULLION CAP,,,w,,,, AnchorCllp Patteme Anchor Type: &iG Elcouttxan 1/4•Elcouttmcon L o ullrsm tId'FxOuttracon A99rcentor Ul00cm AggreGata Scrar(G5) scrm(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgy 0lstarce n) r z-uz• r z-v7 2-vr r z-v2' r svG r 0.64• Dsz4• CAPACITY REQUIRED"CORRESPONDING TO AN Embednanit6talo• la/4• fa/4' 1.114' LUC 1-114' 1-1/4' 1-1/4' 7 taTG rales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors@VIP k111t O.C.I Standard orOfsel Cp(Fg,I&2) 390Ibs 390105 450105 6301[6 280 Inc 3611bs 740116 374Ins 664103 0461bs 442105 560105 OPENING•WHEN IT IS LOWER THAN THE MULLION 4 Anchors@2.68'IAIn O.C./Stand=(or O(tset)Clip(Fig.3y 740Ibs 74D Ius 6901Ds 1465 Its 561 Im NIA FP51hs IIIA 800 f1a IVA 8851bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Archofs@1.71'h1in O.C./SInnMN(ar0(WI)Cfip(Rg.4y 8851bs 0501 7581os 79461bs795 n6 N/A 799105 IIIA IUA IVA 1327Ib0 1680106 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcrors@3•Mlo.O.C.I(g2c5Argle Clips/(FTg by 780105 7 Os 6880105 1560 Ibs No Im WA 760lbs 748 lbs 8601os 18021bs 682lbs 885 res 1120100 CAPACITY WHICH MAY BE USED TO QUALIFY 6Ancmrs@XMIn.O.C./(4)215AR71e Ups l ft% 1170 Ibs 1170 Its 102D Ibs 234D Ito I 2844 IDs 61111bS 640 Ibs IVA 1140 lbs 1122lbs 132D lbs 2838163 1022106 1327 Ms 18801ns ADDITIONAL ANCHOR OPTIONS FROM THE 3Amtnrs@1.34"tAIR.O.C.IUCiip,Into.125-Alum.ft Ty NIA IUA WA IUA IIIA IIIA IUA NIA WA HIA IUA IUA NIA IVA 10731 ANCHOR CAPACITY TABLE. 6 Anchors@0.61'MR.O.C.I UCIIp,Into A25'Alum.(fig.By 241A IVA WA tVA NIA NIA IVA IIIA IUA II/A IUA IUA NIA IUA 21 Ibs uwn*lYPltODVCPRBWSED 2Ancloa@26GIAn O.CJFCOpo`Ij 0) 370 Ibs 370 Ibs 315 Ibs 743 Ins 712 Ibs IIIA 28D Ms IUA WBIbs NIA 44D lbs IVA 341 lbs 442163 Fb01DS 6ut1dinng�YCoftDM bS with Iba Floflda. 3Arcmrs@ 1,71•MIn.O.C.IFCIIp(Fg.10y 443105 5251bs 379lbs 973Ins IUA IIIA 3531bs IIIA 319100 IIIA IVA IUA 611105 664106 840 the wep'M0DH0 C'!� NOTE:FOR THE OFFSET CLIP,USE THE SAM E ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. on CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" 10nd ado Preduct Control • • • • • • • • TABLE NOTES: ..... �t11111111/// 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �� N • • • • • GENERAL INSTALLATION METHODS. �� `��.•k,G ENS'` E• \ �'�. FIGURES: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q' •'•:� �� • • • • .250' 4.000" = },' N0.68705 • • • • 3]MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE Q'_ • • LOCATIONS. ;�•'•,�• I a.�IS :• (Ll, STATE FIGURE 7: FIGURE B: FIGURE 9: FIGURE 1D: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT F P,.•'G?` •• • • CMU SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITHAN SG OF 0.55. [...... (FIGURES 566) (CMU) �S •• MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 2'X 4•X.25'MULLION �/���dN�L IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW LY A. AY&LER,P.E. • .. • • THREADS BEYOND THE MATERIAL.010 6 412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 TABLE13A y Mullion Capacity Table IbuW w Opening Width(for%urfically-spalrlrg mullions)or Opening Height(for horizonlalyVamrg mullons) 60 in BO In 70 In 80 In 901n 10010 120 In 1401n 1601. x r` c Rectangular 'aepTtleng. ReclengWer TrepRdeng. Reclenguler Trepmleng. ReclenOUar Trep,Trlarg. Reclengd.r Trap Tdmg. Reclenguler TrspRdang. Rectangular Tm{JTnon9• Rectangular Tra{Jldsng. Rectangular Trep'Tdsng. 111wo 2x6X.26 LoafingLeading Loadng LoadingLoading Loadna LoafingLoading Loafing Losing Loadna Loading Loading Loadng Lowing Loadno Looft Loading ~e: Alum.Tub a r x a x b r 2> a b a [133 ,a 2 L �^ a p 'o F a .1 x p oz x v Mullion � z s.. o H a v., 'a a,. v a �.. .-- s •g " �c a.-. �s ,� a .. v a a.-, m a--. 0' 3 �� 313 33 3 33 3 33 � 8 133 13cvz421n 170.0 020 170.0 435 170,0 744 170.0 478 170.0 808 170.0 508 170.0 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.111983 170.0 521481n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 892 170.0 630 170.0 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 660 170.0 1700 170.0 880 170.0 1083 170.0 680 170.0 2287 170.0 680 J W 50.6251n 170,0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 17110 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 (L'�, W '7 0 54 In 170.0 Mir 170.0 612 170.0 858 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1813 170.0 561 110.0 2231 170.0 eel 170.0 2550 170.0 881 m C> 6o In 170.0 865 170.0 701 170.0 1053 110.0 797 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 898 170.0 1771 .170.0 1033 170.0 2125 170.0 1067 170.0 2479 170.0 1063 170,0 2833 170.0 1063 F=-• C J 631n 170.0 930 170.0 745 170.0 1118 170,0 660 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170,0 1650 170.0 1122 170.0 2231 170.0 1168 170.0 2603 170.0 1171 170.0 2975 170.0 1171 661. 170.0 074 170.0 788 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 7210 170.0 10&1 170.0 878 170.0 1275 170.0 1008 170.0 1468 170.0 1120 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1528 170.0 3100 170.0 1530 J 76 in 170.0 1122 170.0 837 170.0 1349 170.0 1080 170,0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170,0 2243 170.0 1605 170A 2892 170.0 1028 170,0 3140 170.0 1694 170.0 3588 170.0 1705 J a�' 1iZ Z 7810 170,0 1151 170.tl%8170.0 .0 13111 170.0 1116 170,0 1811 170.0 1250 170.0 1642 170.0 1389 170.0 2072 170,0 1474 170.0 2302 170.0 1584 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3863 170.0 1706 Q J Q , Z N O 00 in 170.0 1328 170. .0 1594 170,0 1328 170.0 1659 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170,0 2658 170.0 1918 170.0 3188 170.0 2125 150.0 3415 170.0 2273 136.5 3413 170.0 2361 Z 961n 170.0 1417 170. 0.0 1700 170.0 1434 170.0 1083 170.0 1072 170,0 2287 170.0 1784 170.0 2550 170.0 1952 170.0 2633 170.0 2095 180.0 3199 170.0 2336 137.1 3199 168.8 2470 120.0 3199 158.1 2/28 U) b O E 1081n 170.0 1594 170. 0.0 1813 170,0 ISO 170.0 2231 170.0 1870 170.0 2550 170.0 2076 164.8 2781 170.0 2271 148.3 2781 161.0 2333 123.6 2781 140.4 2261 105.0 2781 125.9 2234 02.7 2761 11&0 2180 /7 CV 0 3 111 In 170.0 1838 170. 0.0 1888 170.0 1700 170,0 2293 170.0 1832 170.0 2621 170.0 2148 151.8 2832 182.3 2245 130A 2632 f4&4 2218 113.8 2672 128.4 2188 87.8 2832 115.1 2128 85.4 2832 108.3 2096 a X 'C' CA 12010 170.0 1771 170. 0.0 2125 170.0 1659 154.4 2252 159.9 1091 135.1 2252 141.4 1984 120.1 7252 127.2 1936 108.1 2252 116.1 1915 00.1 2252 98.8 1872 77.2 2252 88.9 1838 87.8 2252 814 1808 X1M In 125.1 1564 1284.3 1564 106.1 1425 89.4 1584 01.5 1407 782 1564 80.7 13M 69.5 1564 72.3 7373 62.8 1584 65.7 1358 52.1 1564 WA 1330 14.7 1584 48.2 1305 39.t 1564 M.4 1283 d c04 Z 0 m TABLEI3B ANCHOR-CAPACITY ADJUSTMENT FORMULA: �L�L €0n0 Anchor Ca acll Table hit ANCHOR CAP.,,w„y O ���-� hi 803trele: 2.7k Concrete 3.5k Conn. Holln CMU F81ed CMU PT Wood Metal (DP,)X( )=ANCHOR CAP.,,, 5/16'Eko i/4'SS Eko 5116•Eloo 114'SS Elco 610 Steal #12 Steel #12 Ste et MULLION CAP. ,,,... Anchor Clip Patteme Ar'cl10f n'p8 8/1C Eko Ullmcon 1!4•Elco Ulkecan UlI'acon 3116•EHo Ul9econ 114•Elco UlUecan pggre0etor Uilrecon Aggmostor Sarew(G5)Screw(G5) Slaw(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge gslence(in): 1• 2-I1r r 2-11T 31!11• 1• 2.12• 1• 2.112• 2• 311/6• 2' 0.46" 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment lint 1.V4' 1.3/4' 1.314' 1;!!4• 7 1414• 144 1.1/4• 1-114• 1.114' 1.114" 2' 1-316• 111/8• cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anehm@4.7F Min.O.C./6lenden!or(MOICUp(Fr9.1112} 3901133 390lbs 450 IDs 690 roc 1644 lbe 2701bs 2801be 354 1b. 740lb. 374 lbs 654 lbs 946 lbs 3411115 442 We 6601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anch-@4.68•Min.O.C./Stendard("Offt.1)Cep(Flo.3p 78016, 780 lbs 00 lbs 1780lbs 3232 Ills 64D lbs 6601b5 708163 1480 The 74816. 12721b. 1892 lbs 682 lbs 685 ft 1120105 CAPACITY(FROM THE TABLE)OF THE SELECTED IlAnchom g 1.71'Min.O.C. Standard(orOlfse0 Clip(Fig.4k 1180lbs 1400 The Will lbs 2595 lbs WA WA 9401bs WA t085lbs WA WA WA 1363 lbs 1770IM 2240165 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4An.r..@rMin.O.C.1(2)2X5 Angle Clips I(ft.6): 780165 760@. 680 lbs 15601bs 1896 lbs 540 lbs 5601DS WA 760lbs 7481be 680 lbs 1892Ills 682lbs 885 We 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 6A hors®T Min.O.C.1(2)2x5 Angle Clips/ft.6); 1560 Lbs 1560lbs 13801bs 3120165 37921bs 1080 lbs 1120 IM WA 1520 Its 1496 lbs 17601b, 3704 lbs 1363 lbs 1770 We 2240105 ADDITIONAL ANCHOR OPTIONS FROM THE 12 AnchorsQIXMin.O.C.1(2)2x5 Angle Clips I(Fig.7): 1660 lbs 2100 Me 1440 lbs 3780 lbs WA WA 1320lb. WA 15Mlbs WA WA WA 204511, 285416' 336016, ANCHOR CAPACITY TABLE. RODUCPREViS® 4 Anchom @ 1.34-MIn.O.C./U.Olp,Into.125'Alum.(Flg.8g WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 14.Ilbs conlpWg wbh Lb&F90dda BAnchom�0.e4'h1in.O.C./UGIT➢.In1o.125'Aium.(Fi9.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881 lbs I---2.000"--i uRding Lbd• 2 Anchors@ 4.68'Min.O.CJ F-Clip(Fig.10): 3901bs 39111bs 450Ibs 890lb, 1811 lb, 210lb, 2001Ds 3541Ds 740 lbs 374 lbs 036165 946 lb, 341 ll 442 lbs 560 lbs Oaxptrmw R ..LL..11 4Anchore@1.W Min.O.CJ F-Clip(F1g.11): 5901bs 7001bs 5051bs 12981bs WA WA 4701bs WA 53316s WA ,WA WA 66216. 8851bs 1120lb. DetO NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 250" TABLE NOTES: _Viami Dade Product Conao FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES.,FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� ( ' • • • .1\�.0�cps 9 s •... 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000" sT: •'.It • • • • • • • • .• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS = ,' No.68705 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. T I q ANGLE .'O 4 �S ' 17) • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1�•' S'A7E F .'�V• (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �i�,C%''• A'(OR10Y:••' • • • • • • • • 5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' '�,CCS ••••" L� • • • • • • • • USED NMUSTBE THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO '�/,'9/ONA1- 1'1`\ PAIRS BEAT LEAST.125"THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X e'X 25' A.LYNN lUdE'R,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE14A ®h P4�v a Mullion Capacity Table Ibsf(tz t�S,n Jj Opening Width(for uelticalyspenllrg mullions)or Opening Height(for hodz'ntelysparctrg mullions) tai 501n So In 701n 801n 901n 1001n 1201. 1401n 160 In RW.ro lar TraprTdarg. ReNangW., T.Fibil g. Reclengular Treprdarg. Rect.nplar Trap/fdarg. Rectangular Tmpmiarg. Rectangular Treprttlarg. Rectangular TreplTdarg. Reclargulaf Tmprrdarg. Rectangular Tmprrderg. yx 1.26"x 2.11" Lading Loafing Loadrg L n.9 LoodU@ Loadrg Loafing Loading I...dig Loadug Loadng Loading Loading Loading Loaft Loadng Loading Loacfl g o Z V x.126"Alum •^ •^ •^ ;� •^ Tube Mull g� y 8� c I c B 9 B to N z �m 421n 144.2 $26 167.0 428 120.2 626 146.0 419 103.0 626 138.8 414 901 526 134.8 411 80.1 628 134.1 411 721 526 1137.1 411 60.1 526 13ci 4.1 411 51.5 526 134.1 411 45.1 626 134.1 411 W 491. 98.8 403 1090 333 80.6 403 94.7 325 69.0 403 88.4 320 60.4 403 81.4 317 53.7 403 79.1 915 4a3 403 766 314 40.3 403 78.8 314 34.5 403 78.0 314 30.2 403 78.8 314 _ 50.625 in 823 362 91.0 301 6fl8 382 79.3 297 58,8 362 71.9 209 61.6 362 67.2 2ffi 45.7 362 89.8 284 41.2 362 163.8 283 34.3 382 6J.5 283 29A 35Z 83.8 283 25.7 382 63.6 287 �G N �o $ 641. 67.8 318 74.1 267 665 318 69.2 261 98.6 319 57.7 256 424 318 63.5 253 37.7 318 50.8 250 33.9 318 49.5 249 26.3 318 49.1 2qB 24.2 318 49.1 248 21.2 318 49.1 248 C3 0m 901. 49.5 Z50 61.1 218 41.2 258 45.7 214 35.3 258 40.7 210 3Q0 258 37.2 207 27.6 268 34.9 204 24.7 258 :33.4 203 20.6 258 32.2 201 17.7 258 322 201 15.5 258 322 201 H s cD J '1 co 671. 427 234 45.8 200 35.8 234 39.1 195 30.5 234 34.7 192 267 237 J1.8 189 217 234 28.4 188 21.4 239 2a0 184 17.8 734 2B.B 183 15.3 234 26.5 183 13.4 239 26.5 187 W a 68 In 37.2 213 39.4 103 31.0 213 33.7 178 28.5 213 29.8 176 212 213 27.0 173 20.6 213 25.1 170 18.8 213 23.7 169 15.5 213 22.2 187 13.3 213 220 166 11.6 213 22.0 160 Z P121- 179 30.1 155 23.9 179 25.8 152 20.4 178 22.b 149 17.9 178 20.3 147 16.9 179 167 145 2 24.3 161 25.4 140 20.3 181 21.8 137 17.4 161 79.0 135 16Z 181 17.0 133 J o v neZ 781. 225 162 235 133 18.8 152 19.0 131 16.1 152 ITS 128 z 7 TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z N O Anchor CepaclH Table(Ibs F- X 2 o ANCHOR CAP.,,,,,,,,„, 1;o p� S ubstrate. 2.7kCOncmle 3.FKCcrc. Hollow Ulu Flucdclau PTWoao Metal (DP)X� )=ANCHOR CAP.,,, o S MULLION CAP.,,,,,,,,,,, 6/16'Eko 114'55 Eko G'16'Ek0 v4'SS Eko d'IStcd dig Steel 012 Steel (\j ' 3716'Elco I Itrdcnl 114-Elco UUman 0716'Ek0U62co. 114'EkOUIUacm W AnchorClIp Patterns unman A9gmGMa Ullrsm Agg-aGdor Screw(GS)screx(0.5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR } 1' 2.12• 1' 2-12' 3-vw t• 2.1r2• t• 2-12' 2• 3-178' 2' 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN (0 W } 13'4- M4• 13'4' I-W T 1.114' 1.114' 1.1/4• 1-114' 7-v4' 1.114• 2' 13'8• 1516• sense ACT UAL PRESSURE REQUIREMENT FOR THE U CV Q 4Arclurs®3'h11n.O.C./ ) 7801D5 leo les 68DIDs 1560IOs 1�6 N6 640106 560IDs WA 7fi1 Ns 748103 880 ire 1 2106 682106 8851D3 143D IOa OPENING,WHEN IT IS LOWER THAN THE MULLION acs Z CAPACITY(FROM THE TABLE)OF THE SELECTED �.0 MULLION.IT WILL YIELD A MINIMUM ANCHOR ,�'� CAPACITY WHICH MAYBE USED TO QUALIFY o' ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1,266'•--1 UD ' 1 wfds Ibel+lorida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. p'ry8 uildlagCbdc Acocplun2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE -0o O FIGUREI: ; 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2..116• Miaml Mc Product Control FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 125, `111 t 1111 f 1 r77 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �� 0 ....,•„M/ �i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r ����•'L10ENg •<<qo�� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125' 1 ` Q'•'• F 'A THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.126'MULLION y1r No.5870 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ 5 THE MATERIAL.#10$#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. tATZE- F ✓� &�ONAL�N` '1lnnttl` A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A ® � Mullion Capacity Table(Ibse) JI , Opening Width(for verticalVspanningmUliorrs)or Opening Height(for hodwrbly-spannlrg mt1flow) 501n 601n 701n 80 In 001n 1001n 120 In 1401n 16014 .16 p S Rectangular Treprtdarq. Reel anpuler TropTdang. Rectangular TrepTleng. Reclengder TmpTdeng- Rectanguls TrepTl02 Reclengdar Treprtdarg. Rectangular Trap111feng. Rectangular 7repRdarg. Rectangular TrapRdang. 3.26'30 Loading Loadn9 Loadmg Loafing Loadng Loafing Loafing loadng LonAna Loafing Loafing Loafing loading Loedng Loafing Loafing Loedng Loedng cz g O DEG.AL N p BAY MULL rl 0 -. a A.. -a A.. •o m.. `E (n E x a x x vj a rc x �rc x� o x x �rc a x apa x �rc 0 W 421n 170.0 620 170.0 435 170.0 744 170.01 478 17D.0 BBB 170.0 606 170.0 992 170.0 510 1 170.0 1116 170.0 521 170.0 1240 '170.0 521 170.0 1488 1 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 621 J UW 461n 170.0 708 170.0 574 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 6T7 170.0 1417 170.0 680 152.2 1522 170.0 600 130.6 1522 17DA 600 114.2 1522 170.0 m to 50.6251n 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 684 170.01 1195 170.0 723 170.0 1345 170.0 747 184.2 1443 170.0 756 138.9 1443 170.0 766 117.3 1443 170.0 756 102.6 1443 170.01 768 W C3b° 641n 170.0 797 170.0 612 170.0 950 170.0 691 170.0 Hill 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 858 12D.3 1353 170.0 601 107.1 1353 170.0 861 90.2 1353 170.0 661 ? M 60 In 170.0 685 170.0 701 170.0 1083 170.0 797 187.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.0 936 116.9 12(8 152.1 924 97.4 1218 146.1 913 83.5 1216 146.1 813 73.t 1210 146.1 913 � -1 J 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 1602 1150 1681 033 13IA 1150 153.0 914 116.0 1150 141.9 898 105.1 115D 134.2 085 87.6 1150 128.7 671 75.1 1tSO 126.2 070 65J 1150 126.2 670 W 0 68 la 170.0 974 170.0 789 1524 1016 185.8 881 130.6 1040 146.0 004 114.3 1040 133.1 850 101.6 1048 123.4 039 01A 1016 116.6 630 76.2 t048 109A 821 65.3 1048 108.2 618 57.1 1048 100.2 eta z 1n$ m S4 m 7214 140.8 880 147.9 764 117A 880 126.0 748 100.6 880 f44.8427 88.0 NO 100.0 722 782 080 92.0 712 70.4 880 88.2 703 58.7 880 79.2 693 50.3 880 78.5 BBB 44.0 1100 78.4 888 n -=J) e g Z 76N 118.7 700 125.1 690 99.8 790 100.4 676 85.8 790 74.8 790 83.9 852 88.5 780 78.9 [143 59.9 790 71.7 636 49.9 700 65.1 624 42.6 700 821 810 37.4 790 61.5 617 Q '- f 781n 110.6 750 115.5 657 92.3 750 98.1 644 79.1 750 69.2 750 77.1 621 611 750 70.6 612 55A 750 65.7 6D5 46.2 750 59.4 594 39.6 750 86.2 588 34.6 750 55.5 586 H Q Q N O 901n 72.1 667 74.4 500 60.1 563 629 491 61.6 50 45.1 603 40.9 475 40.1 663 44.4 468 36.1 563 40.9 462 30.0 667 38.2 452 25.8 563 33.3 445 22.5 603 31.8 442 Q lb Z � W 96 In 59.4 495 61.1 443 49.5 495 51.5 435 42A 495 37.1 495 39.9 421 33.0 495 38.1 415 29.7 495 312 409 24.8 495 29.1 400 21.2 495 20.6 394 181 485 25.0 390 � W- O- I108in 41.7 39t 426 353 34.8 391 35.9 348 29.8 391 28.1 391 27.6 337 232 391 24.9 333 20.9 391 228 328 VA 391 19.7 321 14.9 391 17.0 315 WVr111 In 30.4 370 392 335 32.0 370 33.0 330 27.5 370 24.0 370 25.3 320 21.4 370 22.8 318 19.2 370 20.9 312 16.0 370 10.1 305 x W30.4 317 309 289 26.3 317 26.0 264 21.7 317 0 19.0 317 19.9 278 18.9 J17 17.9 213 V O Q 14414 17.6 220 17.8 201 0-0.M z�O S;U) TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: I Anchor Capacity Table Ibe $ O-) ANCHOR CAP.,,u,,,,, Suhelrole: 2.7KCorcrete 3.6k cone. HOIIaNCafu Fl8¢dCAfU PT Wood Blolsl (DP,)X( )=ANCHOR CAP... 5116•Eko 114'SS Eko 5118'Elco 1M'SS Elco 010 81ml 012 Sled 012SIeel MULLION CAP.,R,,,„, Anetar type: 3110 Eke Ul"'on 1l4'Eko UlVacw UlOmorl 3116•Me.Ullmcon 114'Eko Uivecon A9gm for UK- A9greOalar Screw(G5)6erow(G5) Scne (GS USE THIS FORMULA TO OBTAIN THE'ANCHOR ' AnehorCllpPari¢m• ) Edge OisUneo Mk 1• 2.12• 1' 2-fa' a•va' r 2-12• 1•, 2-12• 2• 3.116• r oAe• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Mk 1-314' 1-316• 1314• 1314• Y t-114• 1-114• t-114• td/4' 1-114• t-114' 2• 1318' 13lB• terks ACTUAL PRESSURE REQUIREMENT FOR THE 2Anetam®5'MN.O.C.1(2)2l5 Angle Ops/(Fig.1): 390lbs 3901bs 450109 890 Ibs 1700Ioa 270113 280155 354103 7401bs 374103 720Ibs 948185 sol los 442 ft 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 9835 Mib O.C.1(2)2r5 Angle aps I(Fig.2): 760 1b, 760W 790 lbs 1670 lbs 2525 lbs 540Ibs 5601bs WA 11201bs 748Iho B80IDs 189210.3 se2lbs 685 We 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Amhae@2.71•Min.O.C.I(2)245 Angle all-I(Fig.37 1120lbs 1120 lb, 956 lbs I 22461W 2254@s WA 810Ibs WA 1059110. WA 1320113 WA 1022lbs 1327lba IWO lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODUCT RLVISED FIGURE I: ANCHOR CAPACITY TABLE. ucanplyingwhhthe Flo da u6d1 o TABLE NOTES: rr ! • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. y SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ` fml ado Ps ICOnt401 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \11 1 1111 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' LYNN/ ` • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' F•? \-%C FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,• F •. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' 1i' No.50705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED _ • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' -_-O CC' _ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY S - LEA5T.126'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION '(J ST TE , - • • THE MATERIAL.910 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. '�(` '•.FCORIDf;, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. "G� A.LYNNIMILL'R,P.E. FL P.E.#58705 TABLE 16A ®On Mullion Capacity Table Ibs a Opening Width(for verlicaly"spanning m\Ilion)or Opening Height(for horizontalysperrlrp m ilions) 501n 60 In 701n 801n 001n 1001n 1201n 1401n 1801n p Reclengler TMPTdeng• RectengWar Irmp•Tdang. Rectangular RaprTdang. Rectengtdar Trepfrdang• Rectangular IMPITdeng. Rectargdar TrapVang. lieclangular TratJTdang, ReclangWer Trapadeng. Rectangular ReplTdeng. ds�c 3,26"46 Loafing Lowing Laadng Loafing Loadg Loafing Loafing Loafing Lowing Loadog Loafing Loafing Loadng Loafing Loafing LaadnO Loafing Loafing o= DEG.AL ,. BAYMULL13 B t1� s Q� h._ € ts. p a $ s� c. � �� s 11 In o}} F �� B e 'da 3 �g 5 XX�' •� 3 •� gy g _ KE ZO Nd U)) H tee & �o �a �rc ��. d` �'' �� a �. d` ��. d� @ n� �o �rc ate. fes, d moo. a� sem. d ��. 3rc ��. sem. X 42[a 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 500 170.0 882 170.0 519 170.0 1116 170.0 521 170.0 1240 170.01 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1671 170.0 521 J W 48 In 170.0 708 170.0 524 170.0 850 170.0 501 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 74117 X170.0 880 183.7 1637 1 170.0 680 1 140.3 1637 170.0 680 122.6 1837 170.0 8110 7 50.025 In 170.0 747 170.0 663 170.0 age 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 '170.0 756 147.1 1552 170.0 758 126.1 1552 170.0 750 710.4 1552 170.0 75e W (D o O 641n 170.0 707 170.0 812 170.0 958 170.0 691 170.0 1116 tree 754 170.0 1275 170.0 603 170.0 1434 170.0 637 165.2 1455 170.0 658 120.3 1455 170.0 68( 110.6 1455 170.0 861 97.0 1455 170.0 861 m 47 I- 60 M 60In 170.0 865 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 676 157.1 1309 170.0 014 139.7 1309 170.0 906 125.7 1309 163.5 U94 104.8 1309 157.1 082 8,9.6 1309 157.1 982 78.6 1309 157.1 882 t- L) J 631n 170.0 830 170.0 745 170.0 1118 170.0 550 162.9 1247 170.0 940 142.5 1247 164.$ 983 126.7 1247 152.6 905 114.0 1247 114.3 852 95.0 1247 130.2 938 81.4 1247 135.7 035 71.3 1247 135.7 935 W Be In 170.0 874 170.0 768 170.0 1189 170.0 903 118.4 1180 183.7 905 128.8 1190 147.8 845 115.4 1190 136.5 928 103.0 1100 128.4 814 88.8 1100 119.5 890 74.2 1180 118.1 693 84.9 7190 118.1 893 z �g m � 72 in 161.6 1010 169.8 877 134.7 1010 144.6 659 115.4 1010 127.2 842 101.0 1010 114.7 628 80.8 1010 105.6 817 80.0 1010 98.9 807 67.3 1010 90.6 705 57.7 1010 87.6 790 50.5 1010 87.7 769 W 76117 137.4 906 147.6 792 114.5 008 1220 775 08.1 908 107.7 781 85.9 808 98.2 749 78.3 808 BB.2 736 08.7 808 82.3 728 57.3 90(1 74.7 718 49.1 808 71.2 710 12.8 BOB 70.6 708 rcZ c 78117 127.1 801 [a_5,4 754 705.9 881 112.5 738 BO.B 891 88.9 725 78.4 BB1 BB.S 713 70.8 661 8{.0 703 87.6 681 75.1 894 53.0 861 e8.1 681 15.4 801 84.5 875 39.7 801 63.7 672 Z Q Q N BO In 827 818 574 06.9 B46 72.1 564 59.1 848 62.9 554 51.7 646 56.1 545 46.0 040 50.9 537 41.4 648 47.0 530 345 640 41.5 510 29.5 040 38.2 511 25.0 646 38.5 607 maW i VmBBb 88.2 666 608 fi8.8 688 58.1 499 48.7 SBB 51.4 481 42.8 588 15.8 483 37.8 588 41.4 478 31.1 588 38.1 470 28.4 566 33.4 459 24.3 598 30.5 452 21.3 588 2a.7 !17 fn w1108 in 47.9 449 105 39.9 449 41.2 399 34.2 449 35.7 393 28.9 449 31.7 367 28.6 449 28.6 362 23.9 449 28.1 377 20.0 449 22.7 age 17.1 419 204 361 15.0 448 18.9 350III In 44.1 425 385 30.8 425 37.9 370 31.5 425 328 373 27.6 425 29.1 367 24.5 425 20.2 382 22.1 425 24.0 356 10.4 425 20.7 350 iS.B 425 16.8 313 W U) 34.9 364 331 29.1 384 28.8 32(5 24.0 361 25.8 321 21.8 384 228 317 18.4 384 20.5 313 17.5 384 18.7 309 Q O O203 257 . 233 16.0 253 17.1 230 a Rr z m0 0 TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: C Anchor Capacity Table Ibe ANCHOR CAP.,,,,,,,,, Subs Vale: 2.Ik Cancrele 3.6k Con.. Ha7Imv CMU F8IM CMU PT Wood Metal (DPw)X� )=ANCHOR CAP.,,, Ste'Eko 17d'SS Eko 5116'Etc. 114.35 Elco 610 Skel 812 SICcl 012 Slee' Anchor Clip Patterns 7incl1Df n'� 3116•E1w ulVecon 1!4•Eke Ullrocon YI8•Eko UlVacon 114•E'do 0truan ulVacon Ap9reoelor U11mcon AggreGalof Screw(G5)screw(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed9a Oislence(Nk 1• 2-7rz• r 2.12• 3-717)' 7• 2-vr r 2-IW r 3-va r 0.411• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednenl lin): 1.314' 1.3/4' 131P 1.3/4' r �21 1.174• 1-174' 7-1l4' 1-114' 1414' 2• 1318• tale• sedan ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors@5'h11n O.C.!(2)35Argkgips7(Fg.i): 39010s 3001.69 450 Itis 880 Ns 17001bs x001.65 3541ns 7401bs a74'bs 720Ibs 9461be 341 IW 4421bs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhols®3.5'Mi.O.C.!(2)215 An01e pips I(Fp.2): 7601bs 760Ibs 7901bs 1670 ibs 25251.69 560109 WA 11x0Ibs 7461.69 8501.69 18821.69 8a2lbs 805108 7120109 CAPACITY(FROM THE TABLE)OF THE SELECTED 0 Ancnore@J2.712MIA,O.C./(2)205 Angle Crips I(Fla.3): 1120lbs 1120lbs 0561bs 2248Ibs 22541.65 8401.69 NIA 105911. WA 13201tas WA 10221Ds 13271bs 1690 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. as complying with the Florida TABLE NOTES: Bu8u111g^,cdciT .� O A_coeplmxv al 4gDmc 1)SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 ! r SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miami ade Fgeduct Corrtaol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111 1 l I 1!/ \\ 7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `��� pNy ...1 lily /e����� a e a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125' 45° \CENSE •,F.p FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '•, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' ` A N0.58705250" FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490•WOOD SHALLBE PRESSURE-TREATED a a e YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" K7 '. �q �S j� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45•BAY %�(�•'• STATE !l/� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION •'•. F P,. \�� e THE MATERIAL.910&912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ��� A.LYIIf�F�IILLER,P.E. FL P.E.9 58705 H1.000"H 1-1.250•--1 � v --j ,.000• r ,.DBD• r ®�,� 1.000° 1.000' f--1288•$- o .125' a a317' 5" c x 2.750• 2.750' .125' 3.125" .125" 3.188' 8 .125' .125' .125' 2.0100• 2.0L 00' 265" 2.1118" L 125' 375' 5' .6511" L 125' O N rc 500' r I � f .900" r J W 1•X 2"X.125'MULLION 1•X2"X.375'MULLION 1"X 2.75'X.375'MULLION 1•X2.75"X.650'MULUON. 1'X 3.125•X.5'MULUON 1.25'X3.188"X.265"MULLION 126•X 2.11'X.125'MULLION _ 8063-T6 ALUM. 6063.78 ALUM. 6063-TB ALUM. 6083.76 ALUM. 6063-T6 ALUM. 6063-T8 ALUM. 6063.78 ALUM. S N X-SECTION XSECTION X-SECTION X•SECTION XSECTION XSECTION X-SECTION WN 0- fn � O Z to U I TABLE A W o STA3-T ALUM. I zx63-T6A UM. Dimension Value(in) For Mullion: 5 �s 2.000' 806370 ALUM. 2125, 6063-TB ALUM. A 1.825 J 0. Z X-SECTION 2.000' XSECTION 19 U-CLIP 6063-TB ALUM. I .125° B 2.654 1"X2'X.126' F U .125' 1 X-SECTION L Aluminum zz Q rn C 0.695 Tube Mullion Q ZAm`�l D 0.740 Q - 125' Z 9 2A04 1'X2'X.375' W O Y Y 6.500" Aluminum LL j to 1n 3.125' CUTHERETo .376' r 5.000" C 0.835 Tube Mullion U Q .375" .1 CREATE F-CLIP,SFE MIN. I O O r- .375'MIN. D 0.490 Q ZmU) U MIN. DETAIL F.SHEET 4 --1 a .338•MIN. A 1.675 00, r-------� r--------1 - --------------------- B 3.000 1"X2.75'"X I I I I I A A I U-CLIP A F--------1 L_ _-___J L_______J 8063-T6 ALUM. `- - "' 2X5 ANGLECLIP C 0.757 .375AIumlnum TOPVIEW 6063•T6ALUM. D 1.118 Tube Mullion TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063•TBALUM DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1°X2.75°X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16•. B 3.000 .850' SHEETS 5.17 FOR THEANCHOR O.C. WITHIN THE DASHED DSTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 AIUmIRUm DIAMETER:ANCHOR DIAMETER-1116•. SHEETS 5-17 FOR THE D 0.838 Tuba Mullion ANCHORO.C. TABLES RODUC.TREVISBD DISTANCE.MAXIMUM POT Part# A 2.000 1'X3.125'X eocr{NYtuBwhh the Florida ANCHOR HOLE MUII DlmeDsloR(sheet tl) B 2.637 uildla8Codc 5.500' •375' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Cllp Angle Clip .500'Alum aeptmioo Nu .376" MIN. DIAMETER+1116•. C 0.863 MIN. 1"X2"X.125"(5) 66605 666113M 6661116M 666243M 866511M D 1.137 Tube Mull I arc _-____--_ 1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2.625 1t ado Product Control 1.25°X 3.188' 1"X2.76"X.375"(7) 66607 666115M 6661120M 666245M 666513M B 3'262 X.265'Alum 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull ��� LYNN B 1"X3.128'X.500"(9) 66637M 6861I16M 6661114M 666242M 666515M D 1.762 ;�� SF 1.25 X3.188"X.265" 12 66641M 666111TH 8687113M 666241M 668516M 1.26'X2.11'X I i ( ) A 1.813 .121°Alum x `-------� � -------' = "�' No.58705 1.26"X2.11"X.125°(18) 69370 WA NIA NIA 666517M Tube Mull _ OFFSETCLIP NOTES: ='0•'• r �� ` C 6063-T6 ALUM. .126" I TOPVIEW %�( . � ST TE OF 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .C� p P,.•'G\ .740' 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ALYNMI) P.E. FL P.E.#5870 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. . N 58705 -•1 1.000° 1.000" f-- 1.062"-1 .063' .3B6' 9 I•Q' a XI �Fi 114 .062" I 125' -I1--'.125" g4'xH, Q 062• .438' 4.000" •125"STANDARD CLIP I of g w 4.000' 4.000' 2.000• 2.126' 2.625" 6063.7!6 ALUM. 2X5 ANGLE CLIP LL U-CUP 2.000' x.125' XSECTION 8063.76 ALUM. u� I I 606SECTIALUM. I XSECTION ,125• N .125' .125' .125" XSECTION L � m 031" z N rc u) .125' 0 W CENTER OF ANCHOR HOLE MUST LIE WITHIN THE •125 375, •155' 375, DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE •--1 ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m 0 0 J HOLE DIAMETER:ANCHOR DIAMETER 1/161. W o 0 1'X4'X.125' 1" 4"X.375* TX4'X.375" 5.500' co z o F'• MULLION MULLION 'T-MULLION 5.000' � Z co U) 6063.76 ALUM. 6063-TB ALUM. 6083-T6 ALUM. 3.126' CUT HERE TO 375' 0 l0 J 63-T6X-SECLU X-SECTION X-SECTION .375' ~'I_CREATE F-CLIP,SEE '375' MIN. ~ to J MIN. DETAILF,SHEET4 Z 7 t260" .375• z W m r-------� r-------� r--------- ----------i .375' - _ I I I I I CENTER OF I I 1.250' t2l I I I I I ANCHOR HOLE I I MIN. J ao I I I I MUST LIE WITHIN I I rcZ I I I I THE DASHED I I Q J �_ -,t I I II BOUNDARY.SEE E- U Q p� p 2.875' --- '{ --- SHEETS 5-20 FOR F _______I H Z Z zO I I I I I ...........R O.C. I I g I I I I F DISTANCE. I I ¢ Bio 00�� 3. I I i I MAXIMUM 3.250' 3. I I I I ANCHOR HOLE i w I I I I 1 DIAMETER: .100' 00ANCHOR 00' L J LJ L---------------------JDIAMETER+1116'. z.100' 2X5 ANGLE CLIP m0 s'.0 L " • L STANDARD ALUM. 6063-T6 ALUM. 8063-T6 ALUM. °,;� �-i .820°I-� ^-i .820' F� --i .820' Ir- WITHIN THE DASHED BOUNDARY.CENTER OF ANCHOR HOLE MUST SEE TOPVIEW TOPVIEW 1.25'X3.25'X.100' 1.25'X3.25X.624' 1.25'X 3.94'X.624" SHEETS S-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmonelon Value 0n) For Mulllon: Dimension Value(In) For Mullion: 6005-T5ALUM. 6005-T5ALUM. 6005-T5 ALUM. DIAMETER:AND DIAMETER 1/16. F 3.687 1'X4' F 1.935 1.25"X3,25' X-SECTION X-SECTION X-SECTION G 1.000 ,125' G 0.500 X.824' H 2.680 Aluminum H 1.438 Aluminum ����••�''•------��-3.469' 5.5D0'� I 3.187 Tube Mullion I 3.250 Tuba Mullion 2.661' 125• ,3IN.75" ,376' F 3.187 t'X4'X F 2.625 1.25'X3.94` 1.877' � MIN. Z 1.377'--A •125' I 0 0.757 .375' O 1.125 X.624' ROAUCT �___ ___� H 2.430 Aluminum H 1.500 Aluminum oaraptyln8withd, laride I I I I 1 3.000 Tuba B'T 1 3.250 Tube Mullion uOdlagCode /T �/�/j�5 I I I I I F 2.250 11.26X3.25' F 2.813 30'Ba Mull ' 1• 125, I I I I I I I G 0.760 X.100' F 2.876 45'Ba MWI - / . .125' 45° 2.250' i i I I i I H 1.500 Aluminum 30° I 3.250 Tuba Mullion Mlam1 ado Product Cenuol H 3.250' I I I I I 45°BAY MULLION 3,250` I I I I TABLED 30*BAY MULLION 8083.78 ALUM. 1 1 I �_ _____� Mull Dimension POT PeAn `���pN�( L NN Mid 1ii�� 6063.76 ALUM. I X-SECTION _ J I sheetk `� •��`. �(1' ( ) Mullion Sid.OIIp Offset Clip U•Cllp Anglo Clip � (GENS.•'•,• X-SECTION I 4, �" C RT OFFSET CLIP 1'X4'X.125'(10) 89384 688111M 6661122M 866241M 868618M { I .125' I 6063-T6 ALUM. V X4•X.375'(11) 66610 660112M 6681123M 666242M 666519M No.58705 .228- �-.981'-� .226°1 ,981-4 TOPVIEW 1'X4'X.375' P(11) 86853 666112M 6881123M 686242M 666519M - -K 740' NOTES: Y. 1.26'X3.25•X.100'(13) 20180 6661127M 6661124M 6682410M 6605115M -O•'. L( ! �R�� ,., 1.26°X3.25•X.624'(14) 20161 0661128M W61126M 6662411M 6665116M SATE -C/: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ,0 1.25'X3.04'X.824'(15) 20162 6661117M 0661126M 668241M 886517M '•.,FLORIDP.•'• 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 86649 WA -A WA 6W5110M 'i�S'S+/QNAk. 45 Degree(20) 88850 WA WA WA 0685111M /7, �t� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYAIf(lIM)LL ,P.E. FL P.E.1(58705 TABLE E ®In Mull Dimension PGT Part# � P a (sheet#) Mullion Std.CIIP U-Clip Angle CIIP f -125' I -125" --i F- .125' x V,! a Z1X4"X.25"(16)j 66602 1 666261M I 660271M I 6865112M � 0 2"X6"X.25'(17) 66604 1 666262M I 666272M 1 6665113M I STANDARD CLIP I U•CLIP 2X5 ANGLE CLIP 6063-T6 ALUM. 6063-T6 ALUM. 8063-T6 ALUM. o 2.000' XSECTION 2.125' XSECTION X-SECTION NOTES: 2.000' 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125' I .125' .125" th m LDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z N rc � 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE T O 1.490' 1.490"� HOLE LOCATIONS. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. CUT HERE TO U o U 3.500' CREATE F-CLIP, 5.000° _375' m 0) oo O 2.000' .375' �r -.-I� .M111 MIN. Z M x f_SEE DETAIL F. .375' 7 U MIN. SHEET4 MIN. F- O to Z r-------- ---�-- --------� -- -- r---------------------T Z Wi m I �;� 8 s� do Z 4.000' i i i i Q -I T' 250' - -I-- --- --I- 3.438' + 3.438' rC T--- t I- U 2'X4"X25 I I I 1 Z O a N MULLION I I I 3.438' I 1 Q Z-•Z 6083.76 ALUM, j j I I Q ma X-SECTION t I I I I .375' Z o 0 L_ -----_I_-----------J -- L---------------------J MIN. W O __ J 0 U) L- STANDARD CLIP U•CLIP,6063-T6 ALUM. 2X5ANGLECLIP Q CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. SED FOR 2'X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM, p• � Z�O � 250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW U 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 F DIAMETER:ANCHOR DIAMETER•1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 1116'. SHEET. 5.20 FOR THE ANCHOR O.C. 5.500" DISTANCE,MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER-1116'. 5.000' 2.000'--i .375 3.500' �I CREATE F-CLIP, -375' -]- MIN. rC I_SEE DETAIL F. MIN. .375" r SHEET4 MIN. .375" r----- -- ----------------- -- -- I 1 I I I I I 1 I I �h dwilhlhePlsride I I tt�111h the L/J����� I I (u� m I I I I i i Product ontrol 6.000' re -�-- -r-- - t- 4.888' r f +--------I 250' I I 5.438' 5.438' I 5.438' I I ` {111 I!1 in / I 1 i \. rpCN•....N,• Zen ice' 2'X6'X25' I I \: .•••VGENSF'••�'Q MULLION 6063•T6ALUM. I I j `)�C No.58•/05 '�r XSECTION I 1 I I .375' ~ ---I--- 1 I I I - I I MIN - �- %��'• ATE Or- STANDARD :•�� STANDARD CLIP U-CLIP 2X5 ANGLE CLIP i��S'• �ORIO P• •`�j�e� 250' 6083-TB ALUM. 8063-T6 ALUM. 8083.76 ALUM. '���i S�ONA�-�` TOP VIEW USED FOR 2'X 6'MULLION-SHEET 17 TOPVIEW / 1 ° TOPMEW 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+60.0/•60.0 PSF. �u 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 --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED ��'t2� F DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. Q SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD ° �00 FENESTRATION DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. I a w PRODUCTS SHEETS o2 ° APPROVAL 2.3 FROM TABLE 4A,SHEET 6,THE 1-X 2.75"X.650-MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE E' T2• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION m LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 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 N In DETEE AILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 2 W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 7 Z 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. � Vis" � IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.TH.F OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, w o 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: DO M 32' I- 32' ��I�AIULL WIDTH 636 LBS (80 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) 7 OPENING WIDTH 72.7 PSF Z z° m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A 7 I OW DESIGN PRESSURE OF+50.01-55.0 PSF. FOR THE VERTICAL MULLION: ~ ¢ N o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+i"=105"AND THE OPENING WIDTH IS 36"+36'+1'=73".REFERENCING SHEET 25, Q z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-318'AND WILL U) /n� "o EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZEAVAILABLE. /n LL, N $ LU 0 nwLLwIDTH FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375-MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF �Qx U) U) '1�' AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. O O FROM TABLE 12A,SHEET 16,THE 2`X 4-X.250'MULLION(LENGTH=.108',OPENING WIDTH=80`)HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS CL Z m U) N SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m 0 m0 DETAILS SEE . 32' FENESTRATION SHEETS 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 PRODUCTS 2.3—� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-12"+35-112"+2'=73`). I 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY�ND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. vERTICAt� �— -i USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND _ MULLION -SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. LENGTH DETAILS, DETAIL E. 6 OPENING SHEETS 2.3 SHEET FOR THE HORIZONTAL MULLIONS: HEIGHT 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 FOR - RODUCTREVISED HORIZ. �/ MULLION TYPE COULD BE CHOSEN. coniplyingwkhthe Fkdde MULLION 7T 1)THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32--7242"=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE ut "g O ft USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250"MULLION(@ LENGTH=42",'OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+l-170.0 PSF WHICH EXCEEDS THE ocspt6nwl� / • REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. By DETEE AILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITYAND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE S' liarrd Ade Product Convol SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W.1 CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE,USING THE 2X5 ANGLE CLIPS WITH 2-3 (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!f I Il ANCHOR CAPACITY OF 521 LBS. \�\\ON"( LYNN 4111, UL IIORIZ. 36',HDRIZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CLIP SHOWS THE ANCHOR _`,��'��.•''\,\CENSE F"Q MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Q' •,)�C OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A 912 STEEL SCREW. :• No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/•84.7 PSF FROM THE VERTICAL MULLION; '-O•'. 1 Z�(E S +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; til; - fy ATE OF ,/!/ +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). Q THE LOWEST DESIGN PRESSURE IS+/-04.7 PSF AND WOULD APPLY TO ALL OF TH E MULLIONS. T ''•.R�OR10P.•''�\�.` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ///// NAL�� ` 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 MILLON,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/FRIANGULAR LOADING: a n n PWn�� '17 I PW PW ��4Y I oz x w I LL I Z N m SH/DH SHIDH SH/O,�,H SH/DH PW PW O ggg.Ln I Z 00 / / / W O O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m m I- SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / t / /HINGED c J DOOR j m SGD Z a� LOADING OF VERTICAL MULLION ? s W PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a o u—�'t PW j z Q m `O I Q Q Z N PW PW PW O Eo$ / - ---- / i PW - Q o� SH/DH SHIDH I - V Q Q O SWDH SHIDH Q .-1 Z O a$ m0.o / / 1 SHIDH o Of LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 I PW PW � HR 1 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I P HINGED I NOTES: RODUCT REVISED DOOR PW PW_ •rnmplyin6 w0h We Florida _ 1)DRAWINGS ARE u7dingC6do (f,.,1 R�/I 1 RERESENTATIONSOFTYPICAL ocepWncoNo 1 1 PW CONFIGURATIONS. D?� Pyr CONFIGURATIONS NOT SHOWN _ MAY BE EXTRAPOLATED FROM �prp pUOdabot O 6 / / / - THOSE SHOWN• n j 2)IF THE LOADING TYPE CANNOT `���� � LYNN BE DETERMINED,USE ;,`Q.�.••'E "•.<<<c �i� j PW RECTANGULAR LOADING. Q• ��C SF •,, 77 PW PW 1 I / 3)SEE PRODUCTS'APPROVAL FOR = �� No.58705 ACTUAL ANCHOR LOCATIONS. �. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION / �O•,• p4r{ ~•' 0_' PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS SGD ���'. ATE 666E :•y LOADING OF VERTICAL LOADING OF HORIZONTAL WAN MULLION MULLION FL P,E.#58705