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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 2 r7x h � o-t ffl 3i _ MY Flodda DeepawentO BCIS Home Log In User Registration Hot Topic Submit Surcharge i Stats&Facts i Publications ) FBC Staff ? BCIS Site Map i Links Search Busines , �4t ,' Product Approval Professi nanaafi l 4��F USER:Public User Reg, (Cation) RN! .Product Arproval Menu>Product or Avoliction Search>Application List>Application Detail f, IYY.f4a. k �".� FL# FL261-R9 - ` r+„>ti- -y ' yr Application Type ffir ation Code Version 2014 Application Status M 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 '070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindu stries.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 SubcategoryMuWons 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 I 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 _ .'Yes 0,No C."N/A FL261 R9 COC FL261 to 2014.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 2/17/2016 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 Summary of Products FL# Model,NurrilberoriNard"e-W Description 261.1 MTIlio-n for All Doors andlw(n ws Aluminum/Vinyl Mullions Limits of Use �' Certification Agency Certificate Approved for use in HVHZ:Yes FL261 R9 C CAC 14-1105.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2011 Design Pressure:N/A ns'—`te5latiorf Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for F &1 P, `S 10581. product performance information,and mullion clip anchorage details. Teri led By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ma M 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 mall 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: WA ® H i eR. SCZ.t-"Im[`r4LiC5 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 2/17/2016 i M IAM IDADE 11I1AA11—DADS COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADIIIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) V"nV.miamidade.¢ov/cconomy 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 ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within 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"PST''Chppell;?EYt�uledAlnm�nunuTubeaYlulhat :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 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn 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 i: ai� i SHNIPAABAile Ini �c Res tstaut 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 expiration date or if there has been a revision or change in the materials,use,and/or manufactiu•e of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document nientioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No.14-1105M MIAMI•pApECOUNTY ir' r s w� +xplratioI ate'i a} b 201G`' U901 Ff ',sse .� J :J'_,....-'" = Approval Date. ,eUruary 12,2015 Page 1 . j PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Suhmitted under previous NOA No. 10-0819.05) 2.• Drawing No. 63003R, 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 5th 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. rtt: aime A Gasco ,P.E. Product Control Section Supenisor NOA No.14-1105.01 Expiration Date: iviny 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Subinitted under previous NDA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. PTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA 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. (Submitted wider previous 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: n NON-IMPACT OR LARGE AND SMALL a MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED E FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULDULD BE EVALUATED BYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........................1 kC < MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS_._.........................1 �= 0 ELEVATIONS...................................1 k'�ax rc FIGURE I: MULL TO 2X WOOD..............._.......2 MULTIPLE F—OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO iX 8 MASONRY....._.-....2 z 0, MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 a! sEE oErwls RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY........._............3 A-D,G,H; SHAPE MULL TO STEEL STUD....._............3 04 SHEETS 2a m – 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..:.............................3 ' DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS................_...........3 ALTERNATATE CLIPS......_.............4 O F IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION............4 _ 1X 2 X.126 MULL SPECS............_6 --1 i 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS..............6 •--1 W 77 Al INSTRUCTIONS. 1X2.75 X.375 MULL SPECS..._..._7 = _ 1 1 X 2.75 X.65 MULL SPECS..........0 Z �Q SEE DETAILS / I) / III 11 I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS...._..9 LU O o A THRU G; _ _ _ \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULLSPECS.............10 F.. M III SHEETS 2a _ i A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS._11 F Q m 1 �� SHEETS 2a PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1X4 X,375'i'MULLSPSPECECS _._11 � W J I / / I / 1.25 X 3.188 X.265 MULL SPECS 12 7 VERT. III HEIGHT 1.25 X 3.25 X.100 MULL SPECS 13 Z I j i �• `2 MULL FOR 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 LENGTH HORIZONTAL 1.25 X 3.94 X.624 MULL SPECS 16 j 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 Q $ Z SEE DETAIL E, 2 X 6 X.25 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT (n SHEET 3 1.26 X 2.11 X.125 MULL SPECS....10 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z F Q Q1 0 30'X 3.25 BAY MULL SPECS.........19 REACTIONS. Z N ZZ 45'X 3.25 BAY MULL SPECS-........20 Q � Z MULLION 8 CLIP DIMENSIONS......21.23 H- Zm CD W O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSUAFBPA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1 8 2.._............._.........24 fn _j § a� PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......................25 rn BE OF ANY TYPE, LIJ LLI MANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F Z U) U) BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED W ITN C) W Q � O I i I PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d.. Z 0 (1) SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ o mo �Ho MULL /SHEETS 2HOR¢ONTAL a 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING In �� LENGTH WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')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'. PRODUCT REVISED .wlnplying whh Ula mrido —OP NG DTH I~ .MULL LENGTH 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING Dund1mg CO& I I— I I � THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Axzp�Iw IN. LENGTH �OS.• I I (� MULLION CAPACITY(LBSIFT-')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN "*0 OPENING STEP 1), HEIGHT 'Alard ade�rol FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE OPENING MULLa r/ VERT. HEIGHT REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 11 l 1 I I I I//,', MULL MULL r/ LENGTH HORIZ. G LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \��`��NON NV 1// L LANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ` P?•'' LICENSE•.(l�•�% CAPACITY IS MET. NING WIDTH - NO.5670$ SINGLE MULLION SINGLE UL�LION FOOPER VERTIICAL MULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSFI` FOR THE = 1 FOR VERT OPENINID MUTH LL OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS __O VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS �'�.(�•' Jr1 E4�� ((�` FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '•.•a� g/ 0121 OAS,••' CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION s/.i S \C\� PRODUCT ASSEMBLY. ��i ...A..�NG•�� 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORA PERMIT. A.LYNN MILLELf�,P.E. FL P.E.#58705 DETAILA: —MULLION DETAIL B: MULLION MULLION TO 2X WOOD BUCK ULLI MON ATTACHED TO IX SUCKSTRIPRANCHOR h: OR WOOD FRAMINGAND '_:'Y WOOD BUCK AND MASONRY /—PER SUBSTRATE, U.BTRA'.' (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) By OTHERSMENT SEE SEE TABLES I6-169, MULLION SEE NOTE 1, SHEET'. EITz SEE SHEETS 0 21-23 FOR HOLE N OR C�U. EDGE 4 LOCATIONS 4 1 C F Olt DISTANCE, 'Fft THE SEE SEE LU �'SGAFII OR .'MAYE 'S ED EDGE DISTANCE IB_ICB E TABLES a; INSTALLED BY DISTANCE OR ON U) THISMETHOD. .4 4 FOR WOOD ANCHORS 3 0 SCREWS ca 260'MAXFOR SIDE VIEW ALL MULLIONS 4 0 co 4OFFSET MULL z Gttp MAY 0E4 4 4° EXTERIOR THIS 4 EDGE z 4 DISTANCE 4 4 < z A FOR z MASONRY � Z THE OFFSET CLIP'S ANCHORS z RECOMMENDED FOR 4. FIN-FRAMED EXTERIOR 4 WJNDOWS,BUT MAY CO ALSO SEUSED FOR w OTHER FRAME TYPES. Z (f) U) TYP.ANCHOR TYP.ANCHOR TYP.ANCHOR //—PER SUBSTRATE, PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 18-16B SEETABLESIS-16B SEE TABLES ia.160 EOGE(ENO DISTANCE BUCKSTRIP SEE TABLES _ AND EMBEDMENT BUCKSTRIP 18-168 ATTACHMENT AND EWE TDMENT SYOTHERS, ATTACHMENT SEE NOTE 1, BY OTHERS, t SHEET 9. SEE NOTE 1, SHEET'. MIN ETE �,TIVIOERY PRODUCFREWSHD SIDE VIEW as wavIlying vym the Florida Ou"OnSeo'k I. A tanmcoNo 4 FRONT VIEW — Exp D INSTALLATION NOTES: AfI a4e Prod 47 Cont 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. tt C 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \\,III 11;1 1;1i ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �\O�Y YV CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAO OR FLATHEAD, ND.58705 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. -D 0 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 8 ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRYANCHORS. .......... 111, ER\�.E. FL P. X 58705 DETAIL E: � —I .12s•M1nN. MULLION TO MULLION ® x a DETAIL C: INTERSECTION NOTES: �— MULLIONDIRECTLYATTACHEDTO MULLION (U-CLIP) x�g� a MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR-CROSS. �_o o (STANDARD CLIP SHOWN) VARIES INTERSECTIONS. oat w 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY.TYPa OR EITHERTiE I PER SUUBSTRRATE. �^L3)SEE U-CLIP DRAWINGS,SHEETS 21-23 $ m OFFSET MULL i I SEE TABLES I8-13B TOP VIEW FOR CORRESPONDING MULLION. Z M OFFSET M11ULL _ (q CLIP MAYBE _ 1 I EDGE DISTANCE MULLION Q INSTALLED BY ``.'� -11 FOR MASONRY --I THIS METHOD. \ - I�1 I � ANCHORS VARIES-i---� i W I� I ° I 012 STEEL SCREWS, _ _ � LFAIRILLIG OR PRE-.RILL g m USE SMSW C'_�Im Q df y 9, 4 f (n co U)i MULLION I— Z J Q J EXTERIOR THE OFFSET CLIP IS `` • EDGE DISTANCE ° RECOMMENDED FOR Z U e A FOR ORS p FIN-FRAMED LINTERSECTION ° ALSO BE UBUT MAY UCLIP � F o U ¢Z ALSO BE USE.FOR JQ Tn 8 e OTHERFRAMETYPES. EXTERIOR Z ANCTYP.ANCHOR 'a Z Z Z N -PER SUBSTRATE, d Q Q Q SEE TABLES 18-178 I.— SEE FOR 1Q"' PER SUBSTRATE,TY ANCHOR MOLE LOCATIONS co :5 BUCKSTRIP SEE TABLES 1B-13BJ ATTACHMENT FRONT VIEW DISTANCE EDGE w BY OTHERS, SEE TABLES F ~ U SEE NOTE I, 18-138 U Z Q Q Q EMBEDMENT SHEET I. .. -;•. D- Z !n co EDGE • e •• F,^DISTANCE SEE TABLES SIDE VIEW MIN2:7'11SI CONCRETE OR GMU- :f,,4.- MIN 2.7 KSI CONCRETE OR CMU 10.138 F.RGNTrVIEW,. SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 7YP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0. PER SUBSTRATE, I SEE TABLES IB-13B RODUCI'RBVISHD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS u complying tvhh the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR 3011ding Codc _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE ettptoreca Nv FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LocATIONs 'i D`^a�te r, 3 ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. �� MULLION ® -- '� \� ltelyd ade Product Con!P• 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® 11 I t 1 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED o STANCETABL ELCO ULTRACON OR ELCO I/4'S.S.AGGREGATOR MASONRYANCHORS. FOR STEEL STUDS THINNER THAN 1 -13B 11B 3.1313 ES C� •' 1,10EN SCF.% FRONT VIEW 16 GAAND COMPLIANTWITH THE FL BUILDING . P.•' SLc'•, P CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. N0.58705 •,11C USE WOOD ANCHOR SPECS ' EXTERIOR SIDE VIEW / �'ar NOTES:1)FOR 2XWOOD-BACKED STEELSTUDS,WOOD ' F `� ANCHOR VALUES MAY BE USED. �;�s <ORIDA , ,•.•G�.�\ 2)SEE CORRESPONDING MULLION TABLES, ",.NAL CN1�`� SHEETS 5.20,FOR QUANTITY OF SCREWS. A.T&NN MMI!��i,P.E. FL P.E.#58705 El�H A RI DETAIL F: DETAIL G: DETAIL H: �� F#F FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION Q (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o ao SEEDETAILSA-E, 02 Z u SHEETS 2 AND 3 FOR INSTALLATION BA M LL BAY MULL TO SPECIFIC SUBSTRATES. 04 N MULLION �1 �I 6 om F-- O 11 I O Z In O H O O O O O O O O W O O TOP VIEW SIDE VIEW m V o$ SHOWN WITH 1 x4'X 126TOP VIEW � Z m J MULLION I 1 I- I I TYP.ANCHOR F EXTERIOR I U I I PEETABLES15B, m I I SEE TABLES I6B OR 16B Z 7� TYP.ANCHOR 1 I x W STANDARD MULLION CLIP I I PERSUBSTRATE, EXTERIOR o v rcZ MOD]RED TO FIT FIELD I SEE TABLES 18-14B rs7 I I I �y CONDITIONS. I '�/_ e- r' I I I 2•X WANGLE CLIP, H Z Q m I 1 I I 2PER MULLION END,MUST BE Q0 Z N I I I INSTALLED INSIDE OF BAY MULL, 00 ZO MULLION I I O N ~ g0 I I II �I WJ I-' Y Y Q` II I I 2•X 6•X.125• F U) V1 fA II I 1 ANGLE CLIP, V Z Q 2 PER MULLION END, Q Q\ I I I MUST BE INSTALLED d E Zfq (n I INSIDEOFMULL. m I I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES 18-14B ./� INTO WOOD, L� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR PRODUCT REVISED OEDGEOI'�pfA -© ~�� w complying with the Flo�Tdddaa/a PE1t AH Buildlo�y Coda�'��_ !L �.—ti; � AcocptarcoNo' 5.01 ®¢ I ®® INTO WOOD,STEEL, , Q la O I I DGE TANCE �4iaml ada Product Control ER ONOR ``11111111/�� EDGE DISTANCE E �� ON ...... A7j PER ANCHOR NOTES FOR INSTALLATION OPTION G&H: P��•''�ICENSF (�F,p NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. T!r_ No.58705 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26•X 2.11•X.125'MULLION. LOCATIONS. "-Tj 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 ;Q�•, $gTE� 5• •�� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ��s'•.FC ORIDP,• G\\��` O E . A.LYILLER,P.E. FL P.E.#58705 TABLE 1A 2 0 Mullion Capacity Table lb61ft � Opening Width(for tsrtical"parrirg mullions)or Opening Haight(for hOrizontal"panning muff{ons) 501n 601n 701n 801n BO In 1 W In 120 In 110 N 160 In o• m y1 O Restanpular Trep7ineng. Resian➢�da TrapJ7d-a. Rectangu}er R6pt7da1g1. Rsaanaaar ThrPmang. Restaitgaiar Trap7ntalg. RaCiangsiar TropT[dang. Reetengular Trap7Tdang. Restan@4az 4aplTdang. Reata.go)er Smptfdeng. t-: 1 X 2%.126 Loafing Loading Loading Loading Loading Loadn➢ Loading Loading Loading Loading Loadln8 Loading Loadnp Loading Loading Loading Loading Loading Alum.Tube TIN �'Mullion '3a K �c�g 8 8 t3 6" � �� 3 t3 3 � r3 �R tY cR cR c3 8 m is 0) W 421. 111.9 408 129.5 332 912 406 115.5 325 79.8 408 107A 321 See 408 104.4 319 62.1 408 104.0 318 65,9 4011 104.0 319 48,6 406 104.0 318 39.9 408 104.0 318 35.0 108 104.0 3f9 48 N 71.8 312 83.8 256 62.1 312 T7.4 252 53,5 312 67.0 240 48.8 312 6J.2 248 41.6 312 81,3 244 J7.5 312 81.0 244 312 312 61.0 241 28.8 312 61.0 2M 23A 312 81.0 244 _ CO 50.625 to 63.9 281 T08 234 53.2 281 8},5 228 s5.8 281 55.7 22; 3B.B 281 52t 222 35.6 281 50,1 220 3t.9 28t 48.3 2i@ 26.6 28f 49.3 218 22.8 281 d9.3 2i9 20.0 281 49.3 219 a co LU opo O 541. 52.0 247 57.5 207 43.9 247 49.8 202 37,6 247 44.8 109 326 247 41.6 198 28.2 247 384 194 2@3 24T JtlA tB3 21.8 247 Je.i 197 18.9 2p 38,1 193 18.4 247 36.1 iB3 00 C 60 in 38.4 200 11.2 110 32.0 200 75.4 166 27,4 200 J1.5 183 24.0 200 28.8 160 21.3 20P 27.1 159 182 200 25,9 157 16.0 200 25.0 168 rp J J 63 In 33.t 181 35.3 155 27.8 181 30.3 152 231 181 26.9 1 149 20.7 181 24.5 146 18.4 181 22,8 144 18.8 161 21.7 143 -1 6S In 26.6 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 138 16.0 165 21.0 134 Z $ m 12. 22.2 139 23.3 120 16.5 139 18,9 118 15.9 139 17.5 116 $ Z iB In 78.9 f25 f8.7 109 15.7 125 UL8 107 d 78In 17.5 118 18.2 1d Q ,J TABLE 1B z d N o ANCHOR CAPACITY ADJUSTMENT FORMULA: t< & Z a0 AncharGa ac( Table(lbs) !- o SUMlnlo: 2.7KConcrele 3.5NConc. POO-emu ANCHOR GAP.,,,,,,,,, tfi � ao of Faled cMu PT Wood 51etal (DP)X t }-ANCHOR CAP._ 8 8 5Ijlk oco tt4'SSEka 6416•Etea tt4'8SElao #10 Stasi tft2Steet #}2 Steel MULLIONCAP.,w,,,,,F Ahshor7ypa: 3rt6•Eke UlUaaon ltd'Eko Utbecm 3116•Eko Uilecon ife Eko Ugreom U) Anchor Clip Patterns Uluecm aggreGata utirecm AggnlGata screw(G5)saew(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR x N Cope Distance iinr 1' 2-02' 1" 2-12• 3.178' I' 2-i72" /' 2.12' r 3-us 2• 0.48' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN F EmDadmmt Qn): 1874• 1ar4• taro• fai4' r 1-1N' 1-174• t-114' 1.1/4' t-714" 1-114• 2• }ale• 1818' ,edea ACTUAL PRESSURE REQUIREMENT FOR THE fl }C Q 2Ambers®4.75•Min.O.C.7 SWndmdaOrtset pip{f3p.17 390lbs 390lbs 450lbe 890@6 16441b. 270lbs 280 lbs 354@. 740lbs 374Ibs 66416, east-s 341 tbs g4211w s8ll tbs OPENING,WHEN IT IS LOWER THAN THE MUWON a2� Z 0 d Acrctpra @ i.iS ttin.O.C./Standad{angle C ClipP$I(Fig.2): 48065 780 W 0l WA WA WA 3801bs WA WA WA WA WA 682 @s W51bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED "+,,,• o mfl S;fl 4 Anchors@3'Mi.O.C.1{21245 Angle Clips/(Fq.3): 780@, Teo lbs 660Ibs 156016, 18986, 54016, 660165 WA 760 Lbs 748166 8801bs 1892lbs 68215, 885 the 112016, MULLION.[TWILL YIELDAMINIMUM ANCHOR y�" 100 2 Anchors X0.46•Min.O.C./UGOp,tnto.t25•A70m.{r-+P,4Y WA WA WA wA WA WA WA wA WA WA WA WA NTA NIA 775Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Mahal F-CUP(Fig.5): 105 lbs 1851M 225lbs 445168 822 lbs 13516, 140 Iles 177lbs 37016, 18716. 332 lbs 4731-9 170 lbs 221 Ib, 2861bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctwn@t.t5'MN.O.CtFgtp(Fk.Bk 2466- 350 lbs NIA WA WA wA i961tx WA WA WA WA WA 3416, 44216, 580 t-s1 ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE t: (FIGURE UGT 2: --_l--tt'' TABLE NOTES: ��-� 1_.._ • . I PRQDRHVISRD __II 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. a` ucTA ttt i itx P1011dd SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Uufldln}{ 4d* 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.FIGURE 3: tTem 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' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1}}t t(1 t7)I7 ANGLE CLIP MUST BE USED IN PAIRS. 125. `,,��•��0�„-....LYIV41 t,i� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '410ENS•• FIGURE 4: RGURE 6: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED F •'�F"p'� ��--nn YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' F = 7 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL.STEEL TO BEAT V X 2•X.125•MULLION = j NO.56705 •: • (EAST 825'THICK AND A36.ACL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL.tll10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 SS.OR 410 S.S. TE :,CESS-.�oRtoa,.••��;' ONAL A.LYNh, MILLk1R,P.E. FL P.E.#58705 TABLE 2A e FN Mullion Capacity Table Ib9/ftz Opening Width(for verficaffy-spanning millons)or Opening Height(for horizantallyspa mulllons) �C c a 60 in 93 to 70 in 801n 901n 1 I 120 la 1401n 160 In 0 Rectangular I T7apT11ang. RecWV.Iar PaprNmg. Rwtargutar T1aprrdang, Rwtang11w TrapTtlarg. Rec4angulat Tmprmarg. Radtarg0:ar Ttap/Tdarg. ReUangular TmpTdarg. RWangfiat 7mp/7darg. RecWgWar 7ra7s'Tdang a 1%214.376 Loading Loading loading loading Loading Loafing Loading t.oatltre L adkg loading Loading Loading Loading Loading Lnadfng Loading Loading toadag 2 u Mullion Tae ion v_ N d 2 d a d d a Z d d � Q 9 d 9 3Y •{ fid fi d ' d 9 fid �{ z 421n 170.0 620 170.0 435 161.3 662 170.0 478 129.7 602 110.0 506 1`13.61 662 16&6 618 100.8 682 16a,9 517 906, 662 188.9 517 115.7 662 i689 517 64.9 662 1689 517 667 682 1689 517 0 48 In 121.6 607 136.0 419 101.4 507 1192 410 86.9 507 108.7 403 760 6D7 1028 399 07.6 507 99.6 397 60.8 607 99.0 306 1 60.7 507 99.0 356 43,4 507 99,0 3% 38.0 507 99.0 3.96 ^J-1 60,625 In 103.7 456 114.8 379 88.4 4% 99.9 371 74.1 456 1 90.5 384 64.8 456 846 360 67.5 4% 81.3 357 51.8 456 80.0 356 43.2 456 60.0 356 1 37.0 456 80.0 356 324 456 60.0 356 R g 541n 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 727 322 $3.4 400 67.3 318 47.5 400 64.0 316 42.7 400 623 314 35.6 400 61.8 313 30.5 480 61.9 313 26,7 400 61.8 313 LLI Q CO So in 623 324 276 61.9 324 57.6 270 445 324 51.2 264 3119 324 48.9 260 34.6 324 43,9 257 31,1 324 42.0 255 280 324 40.6 253 22.2 324 40.6 263 19.6 324 40.5 253 F C J 631n 63.8 204 57.4 262 44.8 294 49.2 246 30.4 294 43.6 241 33.5 294 39.8 23T 29.9 294 37.1 234 20.9 294 35.2 232 224 294 33.6 230 19.2 294 33.4 230 168 294 93.4 230 J _ 68 to 4e.e 268 49.6 230 39L0 268 424 715 33,4 268 37.5 221 29.2 266 34.1 218 26.0 268 31,6 215 21.4 268 29.8 212196 268 28.0 210 18.7 268 27.7 209 14.6 268 27.7 209 2 �z m 221n 380 225 37.9 196 30.0 225 322 191 257 715 28.4 188 225 225 25.6 185 27.0 225 23.6 182 1&0 226 221 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19.6 176 70 In 30.9 202 320 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 ie5 15,3 202 16.4 163 12.8 202 18.7 160 10.8 202 15.9 158 9.6 202 16.6 168 IIJ Z 78 in 28.3 192 29.6 188 23.6 192 26,1 165 20,2 192 220 162 17.7 192 19.7 159 15.7 192 1 18.1 157 14.2 192 16.6 165 11.8 192 15.2 162 10.1 192 14.4 150 8.9 192 14.2 160 < _.I V .I a eD In 18.5 144 19.0 128 154 144 16.1 128 -I- I.- Q p 981n 15.2 127 15.6 113 z N 1' ins oma TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: (q 4�"),L Anchor Capacity Table lbs ANCHOR CAP. , LD X SOV01e: 2.7k Conmete 3.6k Conn, Hollow CMU Rled CMU PT Wood Me1ai (DP}X( }=ANCHOR CAP.,,, a tY Y 916'Elm 1/4'SS EICe&i6'EI.. 114"SS Eko 010 Steel 01231M 012 Sled MULLION Amhu Type: 3118'Elw UBmeon 114"Elco Ulhmw 3/18"Hw Ultmwn !H'Eldo UlimCon U X Q AnOhoTC1I Patterns UBmcan Aggn,03W Ultraean Aggrecatw Sdrew(G5}S4mw 105) Sa IG5) USE THIS FORMULA TO OBTAIN THE'ANCHOR p Edge WSO-0n): I- 217r t• 2-ur 3-tra• r z-112• r 2-irr r 3.119" 2• 0.48• 654' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN O`[-o m O� Embedment Oat 13'4• 1.314• 1-374' 1314" 2- t-114• 1.114' 1.114• 1-//4' t-514• t-ft4' 7 1-316• 1378' "antes ACTUAL PRESSURE REQUIREMENT FOR THE ,�n .. 4 S.t} 2Anctw@4,75'W.O.C./SlarvWdoOlwtCip(FI9,n: 390rbs 390lbs 450Ibs 890W M-402801bs 3541bs 7401Ds 3741bs 661 @s 948i6s 3411Ds 4421ba 56alos OPENING,WHENRISLOWERTHANTHEMULLION4 Anehom @).16•MM.O,C.1 Slandard(w Met)CUP(Fg,2$ 480 8x 7001bs WA WA 380lbs WA NIA WA WA WA 682 ibs 885bs 1120 ibs CAPACITY(FROM THE TABLE)OF THE SELECTED4 ArcBom®3•MIn.O.C.1(2)245 Anpk Cipa/(Fq,3): 7801bs 7801bs 680 IM 1560lbs 500Im WA 780Iw 748lbs 680 Im 1892lbs 602 lbs 8651bs11201bs MULLION.I7 WIL4 YIELD A MINIMUM ANCHOR 2 Arch-9OAS•MIn.O.C./U4llp,in1o.125•Alum.(Fig.47 WA WA WA WA WA WA NIA WA WA WA WA WA 715lbs CAPACITY WHICH MAY BE USED TO QUALIFY 19511, 22515s 445 @s 140Ibs 177lbs 370lbs 187Ibs 3321OS a73lbs 170rbs 711 Ibs leo IAs ADDITIONAL ANCHOR OPTIONS FROM THE 2AAC1rx4@1.15"MM.0.01F-CIIp(FI9.ft 2402. k5 ' A WA 1901bs WA NIA WA WA WA 341165 4421bs 5601bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCPREVISBD FIGURE 1: FIGURE Z TABLE NOTES- as ca Ag11yMg whh fh9 F10itda OmTAlog Cbdc 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. carptmwlk SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. F 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. X41 ucl control `l FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 11 t I I I 1/ 2.000" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \\ LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. � .jq��•••""•••`�1�1( ANGLE CLIP MUST BE USED iN PAIRS. ,•• k,1GENS� ••,F.0. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HALLOW AND GROUT-FILLED .375' FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED -Tf No.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' ' i THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t"X 2•X.375•MULLION LEAST.125"THICK ANO A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'b = THE MATERIAL.010&912 ANCHORS INTO W000 MAY BE STEEL,18-8 S.S.OR 410 S.S. TAE k ;'1L�� S••FLOR19�'.•��\'�� '//S/OVAL 1` A.LYNN MIL'I.194,P.E. FL P.E.#58705 TABLE 3A ® nR� Mullion Capacity Table(lbsW) x 7S pc Opening Width(for oelticaly-spanning mullions)or Opening Haight(for hodzontaIV-spanning mullions) ��ur1 fig~C SO In BO In 701n 601n 901n 100 in 1201n 1401n 1601n y"'ld p Rectangular Tmprelartg. Reclergular Tmp/Trlang. Rectangular TneprTdarg. Roclongder 71aEYllleng. Reclenguiar TmplTdeng. ReclenOdar Tmprtdang. Recten9ular Trap/Trlang. Raclangular TreNTdeng. Reetan9ular Trap/atang. �� 1%276% �� Loafing Loadng Loafing Loafing Loafing Loadng Loafing Loading Loaning Loafing Laadng Loadrg Loafing Loafing Loafing Loadrg Loafing o.'< .376 Alum. �� g O Tube pp1( i. . . .1 '1 -f ) 4 .. n s sE P s� 6 C/) 421n 170.0 em 170.0 435 170.0 744 170.0 478 170.6 968 170.0 600 170.0 992 170.0 519 170.9 true 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 5z1 7z7s 13m 170.0 szt 171.8 1301 170.0 Sz1 J W 481n 170.0 708 170.0 524 170.0 850 170.0 554 170.0 992 170.0 630 170.0 1133 170.0 66t 151.8 1139 170.0 677 138.8 fl39 170.0 680 113.9 1139 170.0 660 97.6 1119 110.0 680 SSA 1139 170.0 680 _ 60.525 In 170.0 747 170.0 563 170.0 B96 170.0 631 167.6 1032 170.0 684 148.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 87.8 1032 170.0 756 83.9 1012 170.0 758 73.4 1032 170.0 758 S o 64 In 170.0 707 170.0 612 161.3 D07 170.0 691 130.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 007 141.1 710 80.6 907 110.0 709 69.1 907 140.0 709 60.5 907 140.0 709 m o CO 60 In 141.1 735 151.5 625 117.6 735 130.3 611 100.0 735 116.0 599 88.2 735 106.2 590 70.4 735 99.5 583 70.5 735 95.1 578 56.8 735 91.8 574 60.4 735 91.8 574 44.1 735 91.8 574 �., (a J 631n 121.9 660 130.0 570 101.6 666 111.6 557 87,0 666 9B.9 547 70.2 668 90.1 S38 67.7 860 83.9 631 60.9 666 79.6 528 50.8 666 75.6 521 43.5 666 76.6 521 38.1 666 75.8 521 rL J t 661. 109.0 607 112.4 522 68.3 607 96.1 511 75.7 607 95.0 601 66.2 607 77.1 493 58.9 607 71.5 488 53.0 SD7 67.6 481 44.2 607 63.4 478 37.0 607 02.7 474 33.1 607 62.7 474 Z W g m 72117 81.8 510 85.6 443 68.0 510 73.0 434 68.3 510 64.7 426 51.0 610 57.9 119 45,4 510 W.J 413 10.6 510 50.0 100 74.0 570 46.9 102 292 610 44.4 399 25.5 510 41.7 39B U1 rvry y5 76 In 69.4 158 72.5 400 57.8 459 61.7 392 49.6 456 54.1 385 43A 458 48.6 378 30.6 458 44.6 373 34.7 458 41.6 368 28.9 450 37.7 382 24.6 458 111.0 758 21.7 150 35.7 358 J J 6 "Z 78 In 84.2 435 87.0 381 63.6 435 66.8 J7J 45.9 435 49.8 368 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 151 26.8 435 34.4 344 22.9 436 72.8 741 20.1 435 72.2 310 Q a� 90117 41.9 327 43.1 290 M.8 327 J8.{ 285 29.9 327 31.8 280 26.1 727 28.3 275 23.2 327 25.7 271 20.9 327 23.7 266 17.4 327 21.0 262 14.9 327 19.3 256 Q ^ Z N zz o r1l 34A 207 35.4 257 28.7 287 29.9 252 24.1 2W 26.0 246 21.5 287 23.1 214 19.1 287 20.9 240 172 267 18.3 237 14A 287 18.9 232 F M C O 21.2 227 21.7 TOS 202 717 20.8 701 17.3 227 18.0 IB8 15.1 227 18.0 IBS V1 tO ur v o W tO 22.7 216 21.7 184 18.6 215 19.1 181 15.9 215 18.fi IBB r 17.6 1S4 17.9 167 0 TABLE3B ANCHOR CAPACITY ADJUSTMENT FORMULA: acr ZmN rA Anchor Ca ael Table Ib5 ANCHOR CAP.,,o„,,, g s.0 Substrele. 2.7%C-1. 1.6%Corw. HollvxGnu FllledG.lu PTWood Metal (DP,)X( ' >=ANCHORCAP.,,e �mK $116'Eko 114'S9 Eko Nth'Elco 114'SS Eko 010 Steel 012 Steel 012 Sleel MULLION CAP.,.,,,,,,, Ancfwr Typo: YI6'EIco UIUa=n 1/1'Eko Ullmcon Y16'Eko lgUeam 1(4'Ek9 Ultmcan Anchor Clip Patterns um . A99mcatw uum9on AggreGatw ScwN(G5)S-(G5) Sctw((35) USE THIS FORMULA TO THEANCHOR Edge Oistence Qn): 1' 2-12' 1' 2.112• 3-118' 1' 2-I2' 1" 2-12' 2' 3-118' 2' O.de` 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embednent(int -314 1 ' 1-Y4' 1-Y4' 1-Y4' 7 1.1 M' 1-1/4' 1-114' 1-134• 1-114- 1-114' 2' 1838' 1-3/W des ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom@4.75-Mh O.C./Slandard wonei alp(Fig.1): 390[be 390 lba 45o lbs ago lbs 1644 ms 270 IW 280 lbs 354 IDs 740 No 3741W 664 ibs 948lbs 341 Ib3 442 The 560 lb, OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm @ 1.15'A1in.0.C./Stendard(or()ftet)Cfip 2Fia 2): 411111 700168 WA WA WA WA 380Ibs NIA WA WA WA WA 682163 685 The 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArwMr3®'Min.O.C.!(2)2a5 Argk Gips/(Fq.3): 780 nos leo lbs 660lbs 15601bs 1896 Ms 5401be 560lbs WA 7601as 7481Ds 880IDs 78921bs 687Ibs ees lbs tfzo tbs MULLION.IT WILL Yl ELD A MINIMUM ANCHOR 2 Anchors @ 0.45-hen.O.C.f U4YIp,inla.12V Alum.(Flg.4): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 715 lb, CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amhw/FCOp(Fig.5): 195169 1951W 225 an 4451bs BTT Ins 135 in 140 lbs 177 lbs 370 lbs 1871bs 132 ms 473 Ibs 170 lbs 2211 be 280 It. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ IAV Min.O.CJ F471p(Fig.8): 24D W 360145 WA NIA WA WA 190 lbs WA WA WA WA WA 341 W 442 Ibs 560 lb. ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCI'REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. wt»ptylna wi1}7lbo Pbrlds ulldIM ooep9mm190-.L .cd FIGURE 1: FIGURE 2: 1 c TABLE NOTES: --I 1.000' • � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. siaml adc Ploducl Conbrof SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Woll,1111, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. l�0"� LYNN 177/ee�i� FIGURE 3: 1GENg F 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' \- <•' 'P HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7�r No.50705 '�4 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED , .375' ,2, FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED n �S (U YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I'J S'ATE OF •-s THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT %�L`'•.,FCORIDP,.•' \;� 1'X 2.76'X.375'MULLION C G LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �i�i4�S C� • Q THE MATERIAL.010 8 412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �(/r 1�nNAl E�� A.LYNNIMILLEf3,P.E. FL P.E.#58705 TABLE 4A a Mullion Capacity Table Ibs/R a,3 OpeningWidth(for eenlettiVspardirgn ions)orOpeningHeight(fOrhorizonlalyspamirgmililorls) Uxr a Win 60 In 701. 801n 90 In 1001n 1201. 140 in 1601. �+� o oo 1 x 2.76 x Rectangular Trepfrdarg. Rectangular T1epridang. Rectangular haprnla rg. Note guar .Tap/Tdrano Rectangular TrepRdang. Rectangdar Treprrdang. R.angular Trep/Tdarig. Recter�dar TiepTdang. Reclmiguler TraprTdang. c a Yo Loading Loadng Loan Loadng Loading Loading Loadng Loadng Loading Loadrkl Loadng Loading Loading Loadlg Loadng Loading Leading Loadng cx x ,860 At In. Tuba ' •a., a 2• 'a .' F ., v.. % .. o .. t• a.. a.. a.. a.. z.. L• ' fig Sp $� a )s. e. b_ a_ a s g._ mul In �� aha ' z a�a� a� �� as �� o a a ac m 421n 170.0 820 170.0 435 170.0 744 110.0 478 170.0 666 170.0 608 170.0 902 170.0 519 INA 1110 170.0 521 170.0 1240 170.0 521 170.0 HIM 170.0 521 158.7 1820 170.0 521 138.8 1820 170.0 521 J W 481n 170.0 708 170.0 524 170.0 050 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 080 141.7 1417 170.0 060 121.5 1417 170.0 680 108.3 1417 170.0 600 _ d m to 50.6251. 170.0 747 170.0 563 170.0 806 170,0 631 170.0 1048 170.0 804 170.0 1185 170.0 723 162.6 1288 170.0 747 146.3 1288 170.0 758 121.8 1288 170.0 756 104.5 1286 1701241 0 758 81.4 1288 170.0 758 W O o Q 54 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 656 toll 1130 170.0 861 80.1 1130 681 75.3 1130 170.0 081 m 601n 170.0 885 170,0 701 148.5 915 162.3 781 125.5 915 144.5 748 109.9 815 132.3 735 07.6 915 123.0 728 87.9 915 118.5 720 73.2 915 114.4 715 82.8 915 715 54.9 015 114A 715 I"' l� { 631n 151.6 030 161.8 710 126.5 630 138.9 696 105.5 030 123.2 081 94.9 630 112.2 870 84.4 830 104.6 662 75.9 630 99.4 656 03.3 830 94.5 640 54.2 030 649 47.4 830 04.1 649 LU Fa = W= m 66In 132.1 757 140.0 650 110.0 757 119.6 838 94.3 757 105.8 624 82.5 757 96.1 814 73.4 757 69,1 800 66.0 757 84.2 600 55.0 757 78.0 593 47.2 757 591 41.3 757 78.2 591 Z D.. o In§ 72 in 101.7 630 108.8 552 81.8 636 91.0 540 72.7 630 50.1 530 83.6 gag 72.2 521 50.5 838 88.5 514 50.9 630 62.3 508 42.4 036 57.2 500 36.3 678407 31.8 630 55.2 497 L, J Jre O rcZ 781. 66.5 571 80.4 198 72.1 571 78.0 406 8. 71 87.4C34932.5 571 80.6 471 48.0 571 55.5 481 431 571 51.8 450 30.0 571 67.0 451 30.8 571 447 27.0 571 M.5 MB Q r 781n 80.0 542 83A 474 68.7 542 70,6 465 57.1 542 62.1 542 55.7 449 44A 542 51.0 M2 40.0 642 47.5 437 33.3 542 42.8 429 28.8 542425 25.0 542 40.1 42390In 52.1 407 53.1 301 13A 107 15.1 355 37.2 407 39.8 407 35.3 343 26,8 107 32.1 338 20.0 407 29.8 314 21.7 407 211.1 327 16.0 107322 18.3 407 23.0 318 43 Z 881. 42.8 350 41.1 320 35.6 358 37.2 114 30.7 350 32.4 358 28.8 304 23.8 358 20.1 300 21.5 3% 24.0 206 17.9 358 21.0 280 15.3 350 18.2 281 ~ xs�108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 283 19.9 244 16.7 283 18.0 240 15.1 283 18.5 237 wIII In 27.8 267 28.3 242 23.1 207 23.8 230 19.6 267 20.6 287 18.3 231 15A 267 16.5 226FN 1201. 22.0 18.3 218 18.9 205 15.7 229 18.2 U X Q O O nQ._< z "'I n 4n TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: a 0 m� Anchor Capacity Table Ibs ANCHOR CAP.,,,.,,,,.e. Subslmle: 2.7k Conclelo 3.6X Coro. Ho11axCA1UWt-1/4' 21 IIIed CMU PT Wood Metal (DP"„)X( >=ANCHOR CAP.,, 5/16'Eko 1/4'S Ek. 4'SS Eko 910 Slcel 812 Steel 012 Sleet MULLION CAP.,,o,,,,,, Anchor Type: 3116'Elco UlVacon 114'Ek.Ul(recon 116'Eko Ulirecon 114'Eko UlVacon Anchor Clip Patterns Uluacan AggmMaconggregator Scn'.W(05)SGfav(GS) screw(G5) USE THIS FORMULA TO OBTAIN 7;Edgegslanco(tn): 1' 2-12' 1' 2-trz• 3418' i' 2-trz• 1• 2-i2' 22' 0.48• osa• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN bedroeat n: 1-314' 13/4' 1-314' 1314• T 1-1/4' 1-114' 1.114' 1AW 1-12' 1316' 1.310' wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2AnohomQ4.75'MIn.O.C.I Standard orOffset alp(Fig.1): 39010.5 3901bs 450lbs 89010.. 16441bs 2701bs 2601bs 354 lbs 740lbs 374948lbs 34110.. 4421bs 660@e CAPACITY IT IS LOWER OF THAN THEMULLION 4 Anchors 01.15'Min.O.C./Standard(orOffsel)Clip(N.2). 480!be 7001W NIA WA WA WA 390 111S WA WA WA WA WA 08210.. 8851 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anch-@3'Min.O.C.1(2)2x5Aagle Cups/(Fig.3r 7801bs 780 lb, 88016a 156010.. 1896lbs 54016. 560lbs NIA 750 Ibs 74B Ibs NO lbs 1892Ibs 66216. ea5 os tlz0 ms MULLION.IT WI LL YIELD A MINIMUM ANCHOR 2 Arch-@ OAV Min.0.C.I U-Clp•Inlo.125'Alum.(Flom 4} NIA WA WA WA WA WA NIA N/A WA WA WA WA WA 715105 CAPACITY WHICH MAY BE USED 70 QUALIFY 1 Amhar I F.C9p(Fig.5T 195 lbs 195Ibs 225lbs 445 lbs 822 lbs 13516. 1401be 177 Ili 7701bs I 18710.. 332Ibs 413 ibs 17010.. 221 Ibs 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchom®1.15•MIn.O.C./F-C1ip(Fig.6): 240lbs 350Ibs WA WA WA WA 190[be WA WA WA WA WA 311 Ibs 4421bs 580165 ANCHOR CAPACITY TABLE. RODUCTRBVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. wlapt9�with the Florida u8d10g Cbdc ��D coep�rlcn No FIGURE 1: FIGURE 2: TABLE NOTES: on---I 1.000' I--- Otr �2odb 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Illamt ado PrWocl Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. to 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \� 0AN 6111jy9� // FIGURE 3: ` •��•'• GENS 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" Q[�.•' �\ F '•.'P FIGURES HOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _= y1 No.58705 '�z 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 � ( 1 tIAZTE FIGURE 4: FIGURE5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" 7l/` • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANO.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ��T FCORIDP.•' \�� LEAST.125'THICK AND 136.ALL ANCHORS INTO METAL SHALL,18.8 .ATR 410 3 SCREW THREADS BEYOND 1'X 2.75"X.650'MULLION '.CCs ''••NAI•• �C9. C � ® THE MATERIAL.#10 7i#12 ANCHORS INTO WOOD MAYBE STEEL,18.6 S.S.OR 410 S.S. �/ 11/0rJ/{), u l 11111 A.LYNNMILLER,P.E. F L P.E.#58705 TABLE 5A Mullion CREachy TableOboe) OponingWidth(for terUcallsparrirgmullions)or0poningN9lght(for horiznntallyspa mulliom) pX� 59 to 60 in 701n 60 In 80 in 01.3 ,1Y In 14 In 1601n Yom• o Redenguler TrapTdang. Redangular TrapJFdarq. Reatangutar Trawmang. R darfgr{ar Tiapfrdam. Reefmlgutar Trear Tfl ng. Reclwwdar-°T'r¢ptn{� Racleng lsr 71-plu-ng. Reafan9�Aar TraptTrEang.Alum Rectanguter Traprniang. 1"x3.126"X Laadng Loadrlg Loafing lowing Loa'ang Loadng Loafing Loafing Loading Loading Lmdng Loafing Loading Loadng Loafing Loadng I.Oedna Loadng fiT� o Tube Mull v a U v O U U t�v cq 15 Is le ��. oc sG. �o rc a'- � as �n� � s'� �a �� dna: ��. o: E� rc �G rc aQ $� a ��. s O W gcnk Lu 42 In 170.0 820 170.0 135 170.0 744 170.0 178 170.0 886 170.0 598 110.0 992 170.0 519 170.0 1118 170.0 5211 170.9 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 470.0 521 154.1 1@02 170.0 $21 1@1. 170.0 708 170.0 521 170.0 850 170,9 584 170.0 092 170.0 830 770.0 1133 170.0 881 170.0 1276 170.0 677 �170.0 170.0 680 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 Sao _ 50.625 to 170.0 747 170.0 563 170,0 808 170.0 63t 170.0 1046 170,0 684 170.0 11195 170,0 723 i7R0 1345 170.0 747 1700756 141.7 1495 110.0 756 121.5 1485 170.9 758 }00.3 1495 t70.0 736 a o W541-•n170.0 797 770.0 812 170.0 1158 170.0 691 170.0 1718 170.0 761 170.0 1275 170.0 803 188.1 1/01 170A 837 1 00 BSB 8 401 170.0 881 108.8 1401 170.D Sal 03.4 1401 170.0 881 CD d LU O ..�a.�.,�a .� M __90 170.01 865 1 170.0 701 170.0 1003 170.0 701 156.5 1156 170.0 878 138.7 1158 167.0 028 123.3 1156 150.5 071 111.0 1168 119:7 010 '92.5 1156 `1ytr/�.9i 803 8.3 1150 144.5 903 69.4 1158 144.51 003 1- 9 J 631. 170.0 930 170.0 745 150.6 1040 170.0 650 137,0 1049 155.6 We 119.8 1040 141.7 846 108.5 1048 132,0 638 ,9 `1049 1 838"7g. "1048 !NITS 0' 88,5 1049 118.9 818 59.9 1049 118,0 Ste 'g J to 0 as in k14 Woe 789 139.0 855 151.3 804 119.1 955 133.7 708 1042 955 121.1 775 82.0 9S5 112.8 705 83.1 855 IDEA 757 69.5 955 99.8 749 S9.6 055 90.7 746 521 055 98.7 716 Z W 2 CL f3 721n 134.9 897 107.0 003 114.9 BB2 91.6 603 101.1 070 00.3 803 91.2 We 71.4 603 03.9 649 64,2 803 76.8 842 53.5 804 722 632 45.9 803 89.8 828 40,1 603 69.7 627 .4p1 114.1 620 91.0 721 97,0 a18 78.0 721 65.1 605 aa.3 721 78.5 595 -e0.7- 781. 721 IO,t 588 5{,8 721 85.4 STA 45.5 721 59.4 589 39.0 721 58,8 684 3{,i 721 50.1 583 J J aZ 4 �{ 781n 105,0 599 84.2 884 89.4 587 72.2 881 78A 57fi 83.1 881 70A 587 68.1 084 64' 536 50.5 Bao 58.9 551 42.1 664 64.1 541 381 604 51.3 538 31.8 681 50.6 534 Win 67.9 456 54.6 514 57,3 148 17,0 514 59.0 MO 41.1 514 41.8 433 38.5 514 40.5 427 329 M4 37.3 421 27A 514 33.0 02 23.5 514 30.4 406 20.6 514 28,0 403 ,c; Z ;16a4ABtn SS.7 404 45.2 452 47.0 398 36,7 452 d0.9 390 33.9 452 38,4 384 39.1W32.9 27.1 452 30.3 373 22.8 152 280 385 19A 452 24.2 359 18.8452 ?{.82 31J 357 32.7 317 27,2 751 28.1 312 27.8 357 25.2 308 21.1 19.0 357 208 298 15.0 35710.0 28311357.8 308 29.2 336 30,1 301 25,0 358 20.1 298 210 336 231 202 19.5 17.5 338 19.0 204 146 338 185 278 125 338 148 273 110 338 13.8 21201. 27.7 289 282 283 231289 23.7 259 198 289 20.5 256 iT.3 289 781 252 15.4 f3.@ 289 l4.9 248 11.6 289 72.8 NO 9.8 288 it,< 238 6.7 280 f0A 232 U TABLE 58 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.'r Z to U) AnchorCe act Teble Iba ANCHORCAP.,R,,,,,,, �� €b SUDSNaIe 2.7k CorcMe 3.6kConc. HdWw C1AU F10eo CLIU PTWood !d[4tl (DP,)X� 1=ANCHOR CAP.u, t916•Elco MULLION CAP.,,,,,,,,, Anchor TOO 3116•Elto 9JHrxw 114•Eko U62con 3'18'Elco Urtrdcm U4•EkoU M1mcon U4'SS Eko 8716•Etco U4•SS Elco 410 Wed M2Steef 4412 Simi AnchorClip Pattens u0mcan A9g[Gat U6raC6r7 Agg:eGaitt Strew(G5)Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THEANCHOR Edge pslarce 0n7 r 2arr r z-vr 3-110• s zarr r 2-srr r 8-118' r 0.48• 0.54" 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN .- Em0.*unlenl n s.,tar• sa.3+a• „e.ta/4;.,..Q.ta+a z• H4+,�,:r.5,vd, r-.1.�1r4 i' 1=174 rrtnl4', ,v.•a-z:c.,sasi 6 n 79;1aB^sevadesvu,:1•A,§TUAL PRESSURE REQUIREMENT FOR THE Ws:Sl azekU2,Oo°tistxrnard;+r�oa;er,C9p-(Flg[1Y tff39�tas ,,•39o-tas�7 Z-IRS-1,�,, tas,��15i1�1ns; 27p rose 2tn tas:q X351 tCs3;yla9taslr _374,ro5rx 664�tbsr-• ;B16myc;;*.,341 Wtj%,442 es,N M560,ti-I3 f' }PENING,WHEN IT IS LOWER THAN THE MULLION 4Archm®1.15 1,118 O.C�!Standaw(ttolaet)C 1p-,,l ZT"•a@Olus°'=7o96ss=�. 7pq�' 'ftlA r.tsxy7q-- 3�tUA-�' 3e0t[a�=�nrA•^"•"^-tvA" '-•�1trA�""�'wA °SaYtvA•"•--'-" "I--6&5104-11291tis CAPACITY(FROM THE TABLE)OF THE SELECTED AArrfirs W3"bt(n.O.C.f(�2<SArAteCtipst{Rg.3) 7830s 7m9s 693@, 15M. 1.1. Stales 560 He •UA 760irS 746lbs 803Its 1692 tbs 682105 BBSIrs t12Dtos MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Ancrors g 0,45•ALO.O.C./V-08p,1.10.125-Alum.(Flg 4)' IIIA IUA NTA IUA IUA IIA IUA N/A WA II/A IUA IUA NfA IUA 1 1073 ros I CAPACITY WHICH MAY BE USED TO QUALIFY I AMM/FC0p(Fig,t} 195 IS, 1965. 1 225 is 445 so; 8220; 135@s 740@, 177 IDS a7oits 181 lbs 332151 I 473On I 170049 22109 289105 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMtoi @1.16`Min.O.C7 F47a o 6) 2.(O IDs 3501ts WA IUA IIIA II/A too Its IIIA IUA NIA IUA tUq 341 ros 442 ft9 5613105 ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCI'REV199D wmp"s with uli the ptorida . 1-1.000"-] mptanmhb FIGURE 1: GIGURE 2: TABLE NOTES: n7ramNe Due 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. eml ade Product Control- `-1 11111 Ut/7r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3126'Fo- A F `�� flL.y 4f, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `� �.•'3,iCENg,F'•.�F,P . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - >4' No.58705 ANGLE CLIP MUST BE USED 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED SOT - �,(�->."�"Z....w,.,, - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -1- -"O 5 D: 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• ( 'A -•. 1 Y f5 . 7u� +♦ 1'X3.125•X.5"MULLION STATE OF tL/� THICK STEEL STUDS TO 8E A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT % ,r', •' �. 0 « LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION) i �s�'•.!"�<ORtOp;.... •';C��,�� o THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /'r61 .. ... A.LYU0'MLLK P.E. FL P.E.i)68705 TABLE 6A Mullion Capacity Table pbsma) �� Opening Width(for tvrficaily-sparirirg mullions)or Opening Height(far horizonte*sparring mulitorts) 50 In 60In701n 801n 901n 1001. 1 1201n 1401. 1601nf o Rectengutar TrepT))Iong- RactefgWar TroptTde.g. Rectangu)ar Trop rttang. RectxngWxr TIllURee7engutar hsp+TitanIkIt.n9utxt 7}OPITdxn9. Rectangmfsr TrapRdanO. Rectenpdar Truurbf-O Rcntanawor -nepRdan9. 3 1%4X.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading t,oadna Loading Loading L-rog Wadng Loading Lmoina Loading Loader n w 1 i- �Mui1i nbe r- F 3 £ € € 3 4; � � _ to U) E LQ' z ow 421n i7R0 820 170A 435 117D.01 744 1170o 478 170.0 8ge 170.0 We 170.0 892 170.0 518 170-0 itle 170.0 521 170.0 1240 470.0 521 170.0 1468 Roo 521 [71.5 1489 170.0 521 127.8 1488 170.0 521 C01 ~ 48(n 170.0 706 170,0 524 170.0 830 170,0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170,0 677 158.3 1303 170.0 680 130.3 1303 170.0 680 t303 170.0 6% 97.7 1303 170.0 600 S 50.8251. 170.0 747 170.0 563 170,0 896 170.0 83f 110.0 5048 170.0 68d 770.0 1195F1_7070 723 488.1 1275 170.0 747 140.5 1235 170.0 758 117.1 1235 170.0 756 1233 170.0 Tb8 87.8 1235 174.0 756 xo 6q in 170.0 797 170.0 612 170.0 850 170,0 691 170.0 11th 770.0 764 154.4 1168 170,0 803 137.2 1158 170.0 077 t23.5 1158 170.0 866 102.9 1169 170.0 Blit 111.8 170.0 881 77.2 1158 170.0 gat m 601. 170.0 885 170.0 701 166.7 1042 170.0 797 142.8 104? 161.1 8J2 125.1 1042 146.7 815 111.2 1042 138.8 601 100.0 1042 130.2 191 53.4 1042 125.1 762 1042 1251 782 825 1042 125.1 782 to J 63 in 170.0 030 170,0 745 15L2 992 183,8 818 f28.6 992 144.4 789 113A 092 131.0 782 100.0 902 f?f.4 166 90.1 982 114,8 768 75.6 992 106.4 743 892 108.0 744 56,7 992 106.0 744 J 7 661. 165.0 947 170.0 769 137.8 917 149.0 786 118,1 047 130.3 788 107.4 017 117.7 752 91.9 847 106.7 730 82,7 947 102.2 727 68.9 B47 95.1 713 39.1 947 04.0 711 51,7 947 84.0 711 � (/j 1 m 2 Ull 72 to 135.9 849 742.E 737 113.2 Bd9 121.8 722 970 849 106.8 708 84,9 8;9 99.4 690 75.5 849 so.? Use 61,9 849 027 675 $6.6 $49 75.3 659 48.5 049 72,5 652 42.5 048 72,1 651 C} 76 to Si5.5 762 420,7 665 96,3 762 t92S 652 828 762 90A 640 72,2 752 80.9 5?9 6L2 782 74.2 820 57.8 762 68,2 613 48.1 762 62.8 60? 41,3 782 54.9 597 38.1 762 59.4 585 = 40.' 0 1LL>zl E 70U 1011.9 724 111.0 634 89.0 724 84.6 621 78,3 724 82,9 609 86.8 724 74.1 699 69.4 724 68.1 591 63A 724 03,4 583 44.5 721 57.3 573 38.2 724 54,3 567 33A 724 53.5 665 Q 0) Win 69.8 543 71.e 483 58,P 543 66,7 474 M.7 643 6?.e 466 43.5 5d3 17.1 ;58 38.6 543 12.8 452 31.8 1.43 39.11 146 28.0 $43 34,e 136 24,8 543 321 430 21.7 643 30.7 426 Z Q N O 981. 67.7 NB 68.8 427 47.8 478 40.7 419 40.9 478 43.2 412 35.8 d7a 38.3 408 31.8 478 34.0 400 28.7 478 32.0 385 23.9 478 28.7 386 20.5 478 25.8 360 17.9 478 242 376 W �( a 1081. 40.3 377 11.1 341 3J.5 J77 34,8 33S 28.8 J71 30,0 330 26.2 377 28.6 325 22.4 371 24,0 321 20.1 377 22,0 T3171!�: 377 19.0 310 14.4 377 17.1 J04 711N 37.1 357 37.8 323 30.9 357 37.8 318 265 357 27.6 3}3 23.? 357 24.1 309 20,6 357 22.0 305 185 337 201 357 57.4 294 LU X 1201. 29.3 308 20.6 279 24.5 306 25,1 274 21.0 Jli6 21.7 270 18.3 306 19.2 2B7 19.3 309 17.3 263 a 144 to 17.0 212 17.2 196 U X Q ?? a Z U TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: is Anchor Ca atilt Table Ibs €�m� 8obstrota: 2,7k Corcrrfe 3.5k Caro. 140ftle u RW C1,111 PT Wood Meal (DA}X(ANCHOR CAP.'_,,,,zi.ANCHOR CAP_ Fpe. 5'18'Eko IM'SS Eko 3118'Elco 1/4'ss Elco 810 Steel 012 Steel 012 Sled `MULLION CAP., j AnGltoi ClipPettema Ancb°rT 3/16'Eko UlUacan 1f4'Eko WUecon tltra ary 3'16'Eko Ul9acon 714'Eko UlUxcal ggreGstor sc"(G3)Screw(G5) Sccew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR A99re0xtor UII.Elo A Edge nlslance(ink 1• 2412• 1' 2•U2" 3,116• }• 2arr 1• 2.1/2• 21 3.11W 2• 0.46• 0$4• 0.324• CAPACITY REQUIRED",CORRESPONDING TO AN Emtsatmant(tnk 1.314' 13+4' 1-u4• 1-314• 2' 1-114• tato• tats• 1.114' 1.114• 144 2• fats' 1.3+8• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.75•kiln,O.C.16tandwd or09stl C5p IFIg.1 B2): 39011 390 to, 45011.. 8901b4 f6441bs 27o 28D 35416. 74011.. 37416.1 ss4lbs 04011.9 3411bs 4421bs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A.aDor,@ 2.25 Min.O,C,t Standard(or Ogse[)C6p{l-g.3): 700 ib, 700Ibs 580114 14101bs 952 ib, WA 560 lbs WA 630 l WA 8801ba WA 682 W. $86 IW 112D lbs CAPACITY(FROM THE TABLE)OF THE SELECTED B Anetam @ 1,15•Min.O.C.I stamad(or08seq Cop(Fig,4F 960 lbs 1400 lbs WA WA WA WA 760Its WA WA WA WA WA 1303 Ib. 1770 Ibs 224016. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors@3'141.O.G7(2)2a5Arple ClOs l fFtg.S): 76011.. 78010. 9801bs iMlbs 18981bs SAOG Wolbs WA 760 A. 748 Ms 8801Ds 1892 us 69214. 88510. 112011.. CAPACITY WHICH MAY BE USED TO QUALIFY 6Anctgm®3'Min.O.C./(2)245 Angle Gips/lpq,ej: 117601. 117010. 1020 ks 234011.. 21144 lbs Btu lbs 84015._ NIA 1i401bs 112216. 1320 ats 28381bs 1022103 M1 lt1. }680@9 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amho�s@e4Y MIn.O.C./U421p,1.10.125-Alum.(Fig,7): NIA WA WA WA WA WA NfAF NfA WA WA WA WA WA NIA 143011.. ANCHOR CAPACITY TABLE, PRODUCTRBVISRD 2Anchas@ 2.25"Mi..O.CJF(OIP tDO•Bj. 35016, 350tbs 280 a1s 705@9 47699 N7A 28010. WA 3i51bs WA 4401Ds WA 341 Ibs 4d210a 56911.. •4 utnptying whh17191rto11da 4Anchors@7.15.141..O.CJ F-gip(Fig.9): 48010. 701.lbs WA WA WA NIA 3801W WA WA WA WA WA 68211.. 88515. 1120 lbs BUOd(Gg Oatk .� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -..) 1.000• (..._ A4uptaa pNo TABLE NOTES: etni Edd Praiaa Control FIGURE 1: FIGURE 2:EE FIGURE 3: FIGURE4: FIGURE : FIGURE: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE rod• SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. By ' pN{......2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �'��,•''ti10EN gS '•�F,P • ♦ • • • • • • • q•:' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" 'T1' No.56705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - _ FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS, • ♦ • ♦ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %"A••'. " LU- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW Q S TATE • • ♦ • ,125• %+0 �^ SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126'THICK.STEEL %�`Sy'•FLORiQP.•'`�,;` ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK #72 ANCHORS INTO RS INTO M BE L SHALL 1 S.S.OR 410 SSS 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1•X 4•X.125' A.LYNNMILLEIR,P.E. MULLION FL P.E.#58705 TABLE 7A e + MutfSonCe ani Tebto ibslf).2 �� g x Opening dth(for verUc8UY-$Psr'ni'V MU11043)of Opening Height(for hofl;OngallYsparving mulfionsl �..� � 501n 801n 701. BO to go i. 10b in 1201n 140 In 180 In < Raa{an8ular TraptTdang. Rectangular TrapTdarig. Rectangular TmpT{lane. Ratan Prr nn9. Rectangular Tmp?dang. Rectanguter Tcapl7d-no, Rectangular Tropttdalrg, Rectano"r Tupfolarg. o I x 4 x.376 gufa� Tiap/TdaOg. Rectangular Tm d Losdng LoadnB Loading Loading Loading Loading Loedng Loading Loading Loading Loading Loading Loading loadng Loading Loaning Loading Loading o w Alum.Tube �X &ate 2• Z. o c] Mullion &B 5 �. IgG a.1ST -$ % gam B ri 3 S � � t3� 8 cR` S` L3$ fP � 3 c7 c r9� N 6 @ 6� 6 fr� 6 fr 6$ fr� fr fr fr 6 $ a fr 6 g 111 i g2 421n 170.0 620 170.0 175 170.0 744 170.0 178 170.0 BOB 170.0 506 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1210 170.0 621 170.0 1488 170.tl 521 170.0 1775 170.0 521 170.0 1987 770.0 521 1B in 170.0 700 170.0 524 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1137 170.0 681 170.0 1215 170.0 677 110.0 1417 170.0 880 170.0 1700 770,0 680 170.0 1887 170,0 680 751.8 2021 170.0 680 -j _ 50.&25N 170.4 747 170.0 683 170.0 890 179.0 831 170A 1046 170.0 68{ 570.0 7595 170.0 723 770.0 1345 17@.0 747 170.0 1494 170.0 756 170.0 1703 170.0 756 156.0 1919 170.0 758 f38.5 1818 170.0 758 "2 54 In 70.0 791 170.0 612 170A 058 170,0 091 170.0 1118 170.0 751 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 159,8 1799 170,0 e81 177,1 7189 170.0 8Bi 120.0 1788 170.0 081 w 60(n 170.0 885 170.0 701 170,0 1087 170.0 797 178.0 12-06 170.0 878 770.0 1417 170.0 841 170.0 (594 170,0 998 755.5 1618 170.0 1033 129.8 iStB 170.0 1063 111.0 1618 1'70,0 5067 @TZ 1618 170.0 1063 J 63h 170.0 830 P C0 170,0 743 570.0 1118 170.0 850 570.0 1302 l70A @40 770.0 1488 170.0 5016 156.7 1542 170A 14778 f4fA 1542 170.0 7122 177.6 1-042 568.5 1168 100.7 1542 187-9 1157 88,1 1542 167.9 1157 -1 g 681n 170.0 874 170.0 789 170.0 1169 170.0 003 17"1110.4 170.0 1002 160.6 1472 170.0 1088 142.0 1472 168.8 1148 128.8 1472 158.8 1170 107.1 1472 147,0 1108 81.8 1472 146.0 1104 80.3 5171 148.0 1104 (n g J T2In 170.0 1083-mo-o 878 170.tl 1275 179,0 1009 15466.2 1105 132,0 7120 119.8 5082 117.3 1320 137.8 1066 105.6 1320 Pt8.6 5049 88.0 t320 117.0 1024 75.4 1320 112.6 1053 BeA 5320 772,6 1612 2 LU 761- 170.0 1122 170.0 837 149,6 1104 159.1 1013 12139A 994 1122 1184 125.7 978 98.7 1184 115,1 884 89.6 1164 107.5 952 74.8 1784 87.8 936 64.1 1184 g3.1 827 58.1 1181 92.3 925 = ��° � Z a E 781n 168.1 1121 170.0 987 135A 1124 147.0 865 110.6 1124 128.8 947 107.8 1124 115.6 931 02.3 1124 105,1! 818 63.0 1124 08.5 906 69.2 1124 8910 B90 59.3 1124 64.3 881 $1.9 1124 87.2 B78 i0^L J J 901n 108.1 844 155.5 750 BO.t 844 01.3 738 77,2 844 82.1 724 87.0 844 73.3 lt2 50.1 844 68.6 702 rA.O 8N 67.4 693 43.0 Bit 61.2 818 18.8 844 69,0 688 33.6 8ii 27.7 S62 Q 8 :!Z:O 96 In 89.1 742 01.6 663 74.2 742 77.2 852 87.8 742 67.2 611 55.7 742 59.8 831 49,6 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31,0 742 34.8 b00 27.8 742 77.5 584 mZ bG p 108 In 82.8 686 83.0 530 52.1 586 63.8 521 44.7 686 40.6 513 39.1 588 {1.{ 505 34.0 586 J7.J 49a 31,3 $80 34.2 402 28.1 586 28,8 IBI 22,3 586 28.8 472 10.5 568 21.7 466 itt N 57.6 555 68.8 043 48.0 555 49,6 495 41,2 655 42.8 487 18.0 565 38A 480 320 555 34.2 473 28.8 655 3t.3 467 24.0 555 27,1 457 20.8 555 24,3 446 16.0 555 22.4 442 LU LU X Y Y 1201n 45.8 475 48,1 173 38.0 675 19.0 428 328 476 33.7 420 285 476 28.8 414 25.3 415 26.0 409 22,8 475 21,b 404 1810 475 21.1 395 183 475 18.7 387 11.3 475 17.2 387 -T44-In 28.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.1 281 76.6 330 17.0 283 sX-• Q O TABLE 7B Il4= Z rpO to ANCHOR CAPACITY ADJUSTMENT FORMULA: mm� actt- s� SaDshax ta: 2.7k Corom 3.6k Anchor Ce l TableIbe cn-a. HatiowCMU ANCHOR CAP-„o,,,,,c Wad CMU PTWaod kloiaf (DP_) )=ANCHOR CAP•y„ 0, Ek. 1/4'SS Eko 6116'Elco 1/4'SS El'. #10 Steel #12 Sleel #12 Steel MULLION CAP-,,,,,,,,,,� Anchor Clip Patterns Antlor Type. 37fe'Ek.UIImma 114"Eko Lou- U58acan 3116'Elco Ujtxon 1/4'Eko UlOacon p AggreGator Utfrecon AggreGator Screw;GS)Sartw(GS) somw(05) USE THIS FORMULA TO OBTAIN THEANCHOR Edge aslsnce 9n): rN r 2-1/r 3•ve• r 2-are' r 2111 r 3-118^ z' tl.4s• 0.54• 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment ): !•374' i-314• f-314' 7 5-!!4' t-tt{' !-i/4' 1414• 1-114' i-tt4' 2' 771&' 7118' iedns ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchpts®4.7Y MIn.O.C./Standard or OBae1 C8p(Fig.152): 3901bs 450 IDs ego lbs 10441bs 270 lbs 280 lbs 354 lbs 7401bs 374 Lbs Wlbs 8461bs S71lbs 44210. 560109 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aactrors 9 2.25•b9n.O.C.l Standard{a O8se0 Clip¢ig.1}: 7001oa SBD fSs 141010. 95 IIt. WA 560Ica WA 630lbs WA "a lbs WA 682 5bs 8851bs 1529 gn CAPACITY(FROM THE TABLE)OF THE SELECTED B Anofrom 1.15'Min,o.C,/&tandazd tor05aei Clip(Fq,4)'. goo 10. WA WA WA WA 76o IDs wn WA WA WA WA 1383 ms 1779 ins 2z4o IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AacMts 3'Min O.C./(2)225 AngleOip./(Fig,5)'. 78010. BBOLbs 15601bs 18981bs 540lbs 5801bWA 7601bs 7481be 88D lbs 1892lbs 682lbs 885lbs 1/20 W. CAPACITY WHICH MAY BE USED TO QUALIFY g Anc2xMgia (Fig,B) 7170IDs /02010. 274010. 284-0IDs 810@. 84o lbs WA 1140ft 5122 ib. 1320 tbs 26381bs 1022 fbs 1321 Ibs 1680@. ADDITIONAL ANCHOR OPTIONS FROM THE 4 An0hda X0.46'MinOCJ UCItp,N5o,125•Alam.(Fy.7): WA WA N/A W NlA WA WA WA WA WA WA WA NIA 143010. ANCHOR CAPACITY TABLE. RODULTIRRVISED 2 Anc5wm�2.2S Min.O.OI F•Cliy(Fag.87 350 ibs 350Ibs 2@050. LOS ibs 478161 NiA 28870. WA 3t6lbs WA i4o lbs WA 341 to- 442 lbs 380 ms ucat3p)yi15811'176115B Fioflds 4 Anctrom Q 1.15'Min.0ZJ F-01P(Fig.9): 480lbs 70010. MA WA WA WA 3801bs WA WA WA WA WA --- US Ias 11201De lust 01710 ,/ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AcxptmlA7 No 'Y- uy -^1 1.062' f- ^j 1.000" ��e TABLE NOTES: .--"'Lc t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Ataml ado Product Control FIGURE 1: FIGURE 2: FIGURE 3, FIGURE 4: FIGURE 8: FIGURE 9: ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A((! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �` 1,0�..•••I•.,�Tll��i� EN • a • ♦ • • • 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 4.000" 4.000' _� NO.58•/05 •'4 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '"0 7�15 -` • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE !xY•147 L�_JI PRESSURE-TREATED 63-75ADBE MIYELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL 8E •,,4•. . 6068-T5 ANDBEAMINIMUM OF.126"THICK.STEEL STUDS TO BEA MINIMUM GRADE33AND.045" 375' {<` '•• tOR1Ot*•-•' '�'�\ 375" . THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125'THICK AND A36.ALL ANCHORSL -T /QR(R(• ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4'X.375' 1 1'X 4•X,375' i 7 i y5 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. "T'-MULLION MULLION A.LYNN EvI1Lt R,P.E. FL P.E.#58705 TABLE 8A ahff�A Mullion Ca acl Table Ibstfe Opening Width(for wrlirally-sparing mullions)or Opening Helght(for hod orgally-spanNng mullions) a!i, ¢ 50 in 60 In 701n 801n BO in IDb in 1201n 1401n 1801n y"'= p Rectangular agrrdang. Rectangular Trop77dang. Rod or Trap/7nang. Reeten8ular hepRdong. Reolanpdar Tmpldang. Rectenguler TraplTlieng. Reclergoler TrapRdane. RectenBoler hap/idany. Reclanpder TrLoodi ne. y$ 1.26"z Loading Loading- Loafing Loading Loafing Loafing Loadng Loading Loading Loading Loadng Loafing Loafing Load nB la.&.a Loading Loadnp Loadny s2 3.186"z .266"Alum F �' >' .�' F £ a z• Tube Mull ® . ; B " B `a as a >qs B �B � IL N �v �� s� s sa s s� s t, Is h �� aha a� � a. e� s a 9� a Nom w �� 0 W 421n 170.0 620 170.0 435 170.0 744 170.D 478 170.0 880 170.0 506 170.0 092 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 Heb 170.0 521 170.0 1735 170.0 621 151.6 1769 170.0 521 J w 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 677 170.0 1417 170.0 680 151.8 1548 170.0 680 132.7 1546 170.0 680 118.1 154B 170.0 680 60.825 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 187.0 1498 170.0 756 139.2 14688 170.0 756 119.3 1466 170.0 756 104.4 1488 170.0 756 0 UJ C3 5/1n 170.0 797 170.0 612 17°.0 958 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 167.1 1376 17D.0 837 146.8 1376 170.0 858 172.3 1376 170.0 861 104.8 1378 170.0 661 91.7 1378 170.0 661 w O O 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.8 1158 170.0 878 139.0 1158 167,4 930 123.5 1158 156.6 919 111.2 1158 150.0 912 92,7 1158 144.8 805 79.4 1158 144.8 905 69.5 1158 144.5 905 (_.. W J W 831n 170.0 630 170.0 745 160.1 1051 170.0 850 137.2 1051 155.8 062 120.1 1051 112.0 B4B 108.7 1051 132.3 817 88.1 1051 125.7 BJO 00.1 1051 119.5 822 68.6 1051 118.1 021 60.0 1051 119.1 821 681n 187.1 957 170.0 709 139.3 857 151.6 805 118A 657 174.0 760 101.4 657 121.6 777 028 057 112.0 767 83.6 057 106.8 759 69.8 657 100,0 760 59.7 657 968 748 52.2 957 98.9 740 m 721n 128.7 801 1352 688 107.7 604 115.2 684 81.0 604 101.3 671 60.1 601 91.4 660 71.6 004 04.1 650 8/A 601 78.8 643 53.6 601 72.7 fiJJ 48.0 804 69.0 626 40.2 604 69.8 628 Z 781n 109.1 771 114.1 630 611 722 972 818 76.2 722 05.3 606 60.1 722 76.7 586 00.8 722 70.7 SBB 5{.7 722 65.5 580 15.6 722 50.5 570 39.1 722 118.7 663 31.2 772 58.2 584 = N J Q O r M 781n 101.2 685 106.6 600 04A 885 89.8 588 72.3 665 79.5 577 63.3 685 70.5 688 56.2 685 64.5 560 50.6 665 80.1 553 421 685 lid.3 563 38.2 685 51.4 877 31.8 685 50.7 SJB ♦- N '-' 901n 65.9 515 68.0 457 54.8 615 57.5 ]4947.1 515 50.1 441 41.2 515 44.7 434 30.0 515 40.6 428 33.0 515 77.4 122 27.6 515 73.1 413 23.5 515 30.6 407 20.6 515 28.1 IDI Q X z (may O 961n 61.3 453 65.8 404 45.3 453 47.1 38.8 453 41.0 391 73.0 457 38A 385 301 453 37.0 379 27.2 453 30.4 374 22.6 453 26.6 768 19.4 453 24.3 360 17.0 453 229 356 � 00 0038.1 358 39.0 323 31.6 358 32.8 27.2 356 g28.4313L233.8 358 251 308 21.2 358 22.7 3D4 IDA 358 20.8 300 15.9 358 16.0 293 (1) W ill In 35.1 3338 35.8 306 29.3 338 30.1 26.1 338 338 23.2 263 19.5 336 20.9 289 17.8 338 19.1 296 O_ X 1201n 27.8 290 28.3 264 23.2 290 23.8 19.9 290 290 10.2 257 15.4 290 18.4 249 l) 4V Q O Q 1441. 16.1 201 tea 188 Z'•O U) TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca ity Table Ibe ANCHOR CAP.,,,,,,,, SuMtrale 2.7k Corclde 3.5k Cone. Honmv WU FI9ed CLIU PTWdod I.Idal (DP-)X( =ANCHOR CAP.- .SS Elco 114'SS Ekd 5116'Elco 114'SS Elco #70 Stat p12Slbel 012 Sleei Anchor Clip Patterns AnchorType 3'IGER, uIrdon 114'Eko Ultmton 3'16'Elt0 U6racon ild'Elco6gmCOn uliracon AWeGafor ullracm AggreOsta Screw(G5)sclex(G5) strL11•(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge dstarce on) r 2-17 1' 2-17 3.178' V 2AI2• I- 2-17 7 341(8' r 0.48' 0.54' 0_1e,i" CAPACITY REQUIRED'CORRESPONDING TO AN EmbMnad n I-TV 13'4• 1314' 15'4' 2' 1-114 1-U4' 1-114" 1.114' 1414' 1-114' Z' tab• tae- riles ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aii bob®4.75"JAIL O.C./Standard a 01.01 Cup(Rg 1) 900 IDs 390151 4:A Ins BSO l0a 16441.5 270101 280101 351101 1401°1 W4I0s 664 IOs 916 Re 311 IDs 4421 560 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archas®1.15'14In O.C./Slandam(a_t)Olt)099 2) 4601bs 70010s tl/A RIA U/A IIIA I 38D Im WA IuA NIA IUA IUA 61121bs 885 N 1120168 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arc11omQ3'r.IN.O.C.1(2)NbArgle Cllps l Ing 3) 780161 leo los 6ED Ibs 1560 Nos 1@76151 6401bs 6601Ds tUA 760101 748101 Seo its 1602M 682lb9 865 Its 1120 IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcrors®0.&1.11n.O.C./UCIp,1.10.126'Alum.(Fig 4) IUA IUA NIM IIIA IUA NIA IUA IIIA IUA IIIA tUA IUA NIA WA 1430 Re CAPACITY WHICH MAY BE USED TO QUALIFY --- iAm FCBp(99�' 195161 195101 225Ib9 445 lb6 822101 135151 143109 177 Nos 3701b1 167105 93209 473159 t7O lbs 221 IDs 2801[1 ADDITIONAL ANCHOR OPTIONS FROM THE 2PMro1s®1.15'r.11rL O.0/FIA g6) 210101 3501[6 rI/A WA IIIA NIA 160®B NIA IUA IIIA IUA IUA 31I Ib] 40206 fi601[s ANCHOR CAPACITY TABLE. PRODUGTRBVISHU NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B Ca1Irta whh 1119111°fid° Banding ctda FIGURE I: FIGURE2: F--1'250''1 Aa��piml uNo TABLE NOTES: Ity • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION \ItarnI ade Product Conirnl ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. N� LYNN ///i FIGURE 3: ,� `�a0 ,.,,.....4, , �i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' P�� LIGFNSF''•,' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265' _ No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL .D f- ..�� tt((rCc 1)'- FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T ��Q'• S Alt�OFrJ '•�/ • 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND T \� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A38.ALL 1.25'X 3.188'X.265'MULLION i (C '•."LORIDp•.•'• \�� • (1-1/4'VF MULLION) i�LSts ••""••• \J • US ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I/ /� L\`� 910&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.tfNNlTy�((.LER,P.E. • FL P.E.N 68705 TABLE 9A , � A Mullion Capacity Table(ibalft2) 3Aj� F"F• Opening Width(forver6caly-spamlrg mullions)or Opening Helght(for hodcontaV-spanning mullions) � � Q 501n Gain 701. 60 In 101n t001n 1201n 1401n 160in � - O 1.26X3.26 Reclengular TrapTdang. R.I.nguler hep/7danp. Rectangular TmyTdang. Reclamular Tmp/rdeng. Rectangular TmNreeng. ReaWngulor TrepraI ng. Re.Ungular Tiapfrrineg. Rectangular Troy7dang. Rectangular Treprrdang. 194:, 1re Loa ng Lw6rq Lw No' LoaQng Loading LwSlg LwRrg Loading Lw3no Loading Le.T g Lead ne Leading Lording Loading Loading Loadw Leading o10 Alum.Tube P P• P �' +�$,' y�g 11170' sr Z Mullion 6 �` 1 1a 1, al � g ��[-,O�O 1 � � � � � © � ` � � ` ` �' to N79 U.1 L-11 z 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 8a8 608 170.0 992 170.0 519 110.0 1118 170.0 521 153.3 Ilia 170.0 521 127.7 1118 170.0 521 109.5 1118 170.0 521 85.8 1118 170.0 52148In 170.0 706 170.0 524 IT0.0 650 1700 681 167.6 978 630 146.7 976 170.0 661 MA 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 Bag 87.8 978 170.0 680 73.3 878 110.0 68050.825 in 170.0 747 170.0 563 170.0 898 170.0 631 1503 927 684 131.9 027 188.5 708 117.2 927 159.1 699 105.5 927 160.3 696 87.9 927 158.3 695 75A 927 156.3 695 65.9 927 1587 695 = Z Sd In 170.0 787 170.0 672 154.5 889 170.0 891 132.5 889 163.8 e83 115.8 809 141.6 669 107.0 869 134.0 660 92.7 689 129.8 657 77.3 8119 128.8 652 86.2 869 128.8 652 51.9 869 128.8 652 W O 0 ficin 167.2 746 153.17 614 119.4 718 132.3 620 102.3 7/6 117.8 609 BB.6 718 107.8 599 79.8 746 101.0 692 71.9 746 85.8 5117 59.7 7dB 83.3 683 51.2 718 83.7 SB3 U.6 768 93.3 193 m (� M q co 131, 123.7 677 132.0 1i79 107.1 677 113.2 568 86.4 6T7 100.4 555 77.3 677 91.4 546 68.7 877 65.2 639 61.9 677 61.0 534 51.0 877 77.0 579 44.2 677 78.7 529 311.7 fill 711.7 518 1- U J JQ$ 60In 107.6 817 111.1 630 69.1 617 91.6 519 78.9 617 66.3 500 67.3 617 78.3 500 69.6 817 72.6 494 63.8 617 68.7 489 44.8 617 64A 483 38.4 617 63.7 482 33.6 617 63.7 482 � a � "In 82.9 518 67.1 450 69.1 518 74.2 440 59.2 518 05.2 dM 51.0 518 68.8 425 40.1 518 54.2 419 418 616 50.7 414 34.5 516 46.0 408 29.6 518 45.0 405 25.8 518 45.0 405 Z Zc m 2 e7 76U 70.5 485 73.7 108 58.7 4x15 82.6 398 50.3 485 54.9 390 44.1 485 19.1 384 59.2 485 15.3 378 35.2r441 42.2 374 28.4 485 783 387 25.2 185 38.5 384 22.0 465 36.2 383 781n 65.2 441 68.0 387 64.3 441 57.7 370 46,6 441 50.0 372 40.11 441 45.4 366 36.2 441 41.6 360 32.6 38.7 356 27.2 441 34.9 349 23.3 441 33.1 34a 20.4 441 32.7 345 g ZOO In 42.4 332 43,8 295 35.4 332 37.0 289 30.3 332 32.3 264 28.6 332 28,8 280 23.6 332 26.1 276 21.2 24.1 272 17.7 332 21,3 266 15.2 332 19.6 262 13.3 332 16.7 260HOGo In 35.0 291 35.9 260 28.1 291 30.3 256 25.0 291 28,4 252 21.9 291 23.5 240 19.4 291 21.3 244 17.6 19.5 241 14.0 281 17.1 238 12,5 291 15.6 272 Z 1: FIGS; 24.8 270 75.1 208 20,5 230 21.1 205 17.6 770 18.3 201 15.4 230 ifl.2 fee ¢ x Z 05 p 111 L 22.6 2te 23.1 107 18.9 218 19.4 194 18.2 218 16.8 191 11.1 216 11.9 166b°� 120 in 17.9 illi 18.2 170 14.0 187 15.3 181 1 W M x 52 IJ- C) Z N a 0 0 a•`� m 4n do TABLE 9B Anchor Capacity Table(lbs ANCHOR CAPACITY ADJUSTMENT FORMULA: Subelmlo: 23k Concrete 3.5k Cmc. HOW.Ulu Filled CMU PT Wood Melel (pp e)X(AI')CHOR CAP.,,,,,,,,,`_ANCHOR CAP.,,, V822 t/1'SS Elco 5116'Elco 1/4'SS Elco 010 Steel 012 Steel 012 Steel `MULLION CAP.,,o,,,,,J Anchor Clip Patleme ArrcMrTypo. 311 Elea UIUecon 1/1'Eko UlUacan3/16'Elco UOmcon 114'Elco Ull-n Ag9reGala uluxon Aggregator 6crew(G5)Screw(C5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 1 ence 0n): 1" 2•tn' im 2-117 1' 2.112' 1' 2-1/2' 2" 3-18' 2" 0.46' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment 0n): 13/4' 1-yl' 1.3'4' 13/4' 1-1/1' 1-1/4' 1.1/4' 1-1/4' 1-1/4' 1-1/4' 2- 1378' 1370' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2AMhm@4.75-Min.O.C./Standard or Olkot q�p(FV.17 390IN 39010s 45011, 890 ON 27011, 2H11Gs 354 IN Too IN 37411, 664 IN 9461m 34111, 44211, 560 ON; OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancims @ 1.15'Mia.O.C./Standard for Offset)Clip(Fig.2k 480 In 700[be NIA WA WA 38010, WA WA WA WA WA 682108 685114 112011, CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors@3'Min.O.C.I(2)2X5 Argieglpsl(Flg.3k 780 IN 78011, BM lbs 156011, 54011, 56011, WA 78011, 748 IN OW IN 1892 IN 68211, 68510, 1120 tee MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors @ 0.54'Min.O.C./U gfp,Inlo.100"Alum.(Fig.41 WA WA WA WA WA WA WA WA WA WA WA WA WA 95011, CAPACITY WHICH MAY BE USED TO QUALIFY tArwhor/F-glp(Fig.5): 195 Ns 19510, 22510, 445 IN 13511, 140]be 17711, 370(be 19711, 33211, 473Ib4 solos 22111, 28011, ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctps @ 1.15'Min.O,C./F4'31p BY 24016, 350 IN WA WA N/A WA 19311, WA NIA WA WA WA 31111, 4/211, 590 ibs ANCHOR CAPACITY TABLE. RODUCPREMED ufIdla�gYthe Florida t9eptgnN No FIGURE 1: FIGURE 2: TABLE NOTES: -1.250' Det • • • • 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • ) dientl ado Producti Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 41111i// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.2`'0' ` �a'�,.• �10ENSF''•,`.fa ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS P' • • • CLIP MUST BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = �S r N0.58705 yy IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL .100" FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %��•'. SAT-,-S.",&j • 6063•T5ANDBEAMINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ••,./.S ORip p,•,••��C; .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL 1,25'X 3.25'X.100' ��sis� •• �C� Q LL O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. T7 Qj�q(_ �� #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNN MILLI2,P.E. -1 U • FL P.E.#58705 TABLE 10A mh n Mullion Capacity Table(Ibslfe) Opening Wdih(farwRlealry-spamdng nu lona)or Opening Height(forhorimdallopenrdrg m111ions) In 601n 70 in 00 in 9d in t001n 120 in 101n 160 in Q p O m 126%316 Rectangular Treprrriang. Rectangular TrapRdang. Reclaoild" Traplydang. Rectangular Traprrdang. Rectangular Tiap/r6ang Rectangular TmpTdam Rectangular Tmprrdang. Rectangular Mapll iang. Rectangular Trap7riang. 3-g Leading Loading Loading Loedio Loading Loading Leading Loading LoaAug L-Ing Loading Lo(d'up loading Loading Loading Loading Loading Leading %.624 AIum.7LbeFi__h F-1-ifli .' 2 .. •$ 5 .d .� E.. v 'E.-, 9 5„ 'E ' .. . . „ _ 95 ,. B •9,. toMullion aa€ A $2- ?�. ��, a :@. n e€ A �€. 08. �2 a a e€• ^� ? &'� �S ZL a� Nu" u u u v u3- u u3- u u uu iv io " v v iaa u uo u u"e� � �; s$ � t5 .a P� s s3- g ?g e F' _ < < = s =s £' cnLE 2- �& i@. ¢`c9 ��. d`nt° �. 8n� f€ �rc f� �r4 �- $a" S Ea i� d�`a A da d �a E� Erc 2'@ d�`rc E2 �z � 8r? fC �a � �a O 421n 170.0 620 170.0 475 170.0 761 170.0 476 170.0 Bfi8 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 Vila 1735 170.0 621 170.0 1983 170.0 521 W 48[a 110.0 700 170.0 526 170.0 050 170.0 581 170.0 992 170.0 630 110.0 1133 170.0 661 1700 1275 170.0 617 170.0 1417 170.0 680 170.0 1700 170.0 600 169.1 1919 170.0 fioo 148.5 1979 170.0 680 J W 50.625 in 170.0 747 170.0 567 170.0 696 170.0 631 170.0 1016 110.0 684 170.0 1195 170.0 723 170.0 1345 170.0 74T 170.0 1494 170.0 766 170.0 1793 170.0 756 152.6 1877 170.0 766 133.5 1077 170.0 750 U) 541n 170.0 797 Me 612 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1476 170.0 677 170.0 154! 170.0 856 156.4 1759 110.0 Bfi1 171.1 1769 170.0 061 117.3 1759 170.0 061 W co� m 60 in 170.0 085 110.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.6 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 16fi] F-- L) to J 63 in 170.0 930 170.0 745 176.0 1116 170.0 650 170.0 1302 170.0 970 156.6 1370 170.0 1015 139.2 1370 170.0 1076 126.3 1770 164.0 1092 101.4 1370 165.9 1012 89.5 1770 155.3 1070 78.7 1]70 155.3 1070 Ul p 6fi In 170.0 974 170.0 709 170.0 1169 170.0 903 155.6 1248 170.0 1002 1362 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1248 130.4 976 77.8 1248 129.0 975 68.1 1248 129.0 976 Z Cl)1 �' 2 -j 72 in 167.8 1049 170.0 878 139.9 1049 150.2 892 119.9 1049 132.1 876 104.9 1049 119.1 660 93.2 1049 109.7 540 01.9 1019 102.7 838 69.9 1049 94.) 025 59.9 1049 91.2 820 524 1649 91.1 020 y 0 76 in 142.7 941 169.1 822 118.9 941 126.6 805 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 65.6 757 59.5 941 77.6 744 61.0 941 71.0 777 64.6 941 73.3 736 ( W 3 rcZ g 78 in 172.0 891 177.6 187 170.0 896 116.9 767 913 891 102.0 757 02.5 691 91.9 760 77.7 894 81.1 770 66.0 891 706 721 55.0 891 70.7 707 17.1 891 61.0 701 /1.3 841 66.1 698 Q 90In 86.9 671 88.7 696 11.6 671 74. ZZ 9 565 61.4 671 65.3 575 57.7 671 59.2 566 47.7 671 52.9 SS8 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 39.7 631 26.9 671 37.9 526 Z Q Oa O 96 in 70.0 590 72.8 527 59.0 590 614 518 50.6 590 63.4 509 64.3 590 47.5 602 39.7 590 43.0 494 35.4 S90 39.6 408 29.5 590 34.7 677 25.3 590 31.6 469 22.1 590 29.8 461 HQ" N X oz C) IOB in 19.7 166 50.8 121 /1A 166 12.8 It/ 35.5 dm 37.1 dog 31.1 466 �31,R4022 666 29.7 )96 24.9 466 77,1 391 70.1 dg6 27.5 782 17.0 666 212 375 15.6 666 19,6 370 rq N oO o� 1111n 45.6 441 46.7 400 30.2 441 39.3 393 32.7 441 34.1 387 28.6 111 111 27.2 3/fi 22.9 141 24.9 312 19.1 441 21.5 363 16.4 441 19.3 756 14.3 441 17.9 351 WM120In 36.3 710 3fi.9 317 70.2 378 71.0 339 759 776 26.0 3]d 22.7 378 770 21.3 325 18.1 776 19.5 Y11 15.1 378 16.7 716 X 144 to 2Lg 262 21.2 272 17.5 202 17.9 239 15.0 262 15.7 236 U N Q O O Q3- Z do in E 0,0 TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: �mIY AnchorCarlo.I Table(Iba) ANCHOR CAP.,,r,,,,a, SOR;UaIe 2.7%Corcrt/e 3.6x Cone, Hmow atu FItIeO G.tU PT Wood 7.INa (DP,)X( )=ANCHOR CAP.,,, o��' 5116-Elco 114•SS EPo UI V EIc. 114'SS FJco 010 Steffi #12 Steel 012 Steel MULLION CAP.,,a,,,,, AnehorCllp Pattema Arch«type &16-EIco Unram 114*Elco U71mcon 3'16-Elco UOmcm 114'Eko unmcon USE THIS FORMULA TO OBTAIN THE"ANCHOR unmcon Agg•eGator Unmc«t AggRGal« screw(cs)Settw(G SCRw(G5) Edge Olsl.me(ln) r 2-1/2' 1• 2-112' 3-118' 1 1• 2-112' 1" 2-112' 2• 1 34W 2' 0.46• 0.54• 0.3244 CAPACITY REQUIRED'CORRESPONDING TO AN Earn eld n 13/4- 1314' 1376• 13'4• 2• 10/4• 1414• 1474• i-V I4 1414• 1414• 2' I.W 138' laces ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchor @4.75'IAht O.C./Standard of 005el Ctlp(Flg.t) 300 I0s 090 toe dm IDS BOO IDs 1644105 270 cos 28D Me 351 lbs 740106 374105 661 fis 945Its 341 fes 442105 6601as OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anch«s®1.158 tdln O.C.1 Standard(«Orbel)Up ng 2y 480 lbs 700!be NIA IUA RIA RIA 380 Im RIA IUA IIIA IUA IUA 682106 BBS Ids 1123 Rs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchm@31141 n.O.C.1(2)20 Angle Cops I(9g.3} 7m lb5 leo lits 6m lbs ism las 1mGibs 540706 500 lbs RIA 760 lbs 740 Ibs 98D lhs JB92 Me 6821bs 895 lbs 1120 1[6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anch5m@0.61'IAN.O.C./ULgp,Inlo.11)0'Alum.(Fg 4) NIA WA IIIA IUA N/A IIIA WA NIA IUA IIIA IUA IUA IIIA IUA BSO Ied CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnhOr7 FCnp(Flg S} 195 ros 105107 225 Ills 445 lag 022106 195106 MM 177 lbs 370105 19710s 33211a 47314.0 polos 72nas 2ao IDs ADDITIONAL ANCHOR OPTIONS FROM THE 2 AWM_®1.15IAIn O.CI FCO g 6) 240 ros 350 fee NIA IUA ❑IA IUA 1m ib, NIA IUA 177.0 IUA IUA 341106 442100 5m lhs ANCHOR CAPACITY TABLE. PRODUCT RBVISED 1yu0dloo8pfooddeO4 With Florida coeVtmtw No .Q FIGURE 1: FIGURE 2 TABLE NOTES: 1.250' _ �6 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • �lfami�- ado Cor:trn ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111111/I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� CNY 4 NN Q9� FIGURE 3- �.•'•�1GENSF'l�F•j4 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•,x SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. }�r• No.58705 BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL 624, / z•R S;'•w BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE O SYATE OF • 6063-TS AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %T�''•.,F(pR(pP, G\` .045"THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL G O O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624' 410&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYSNiU MEL P.E. • FL P.E.#58705 TABLE 11AH Mullion Capacity Table Qbal7@) ��_.nS Opening Width(forwdicallyspardrig mullions)or Opening Height(brhodzoddyspandng md4ons) SOI. 601. 70 in BON mi. login 1201n 140n 160 in Rectangular P.0,iang. Rectangular Papridarg. RW.ngdar Ttap T6.q. ReclwllWar Trap7dang. Rectangular Trap/rdang. R9clangular Trap/rriang. Rectangular Tra7Jrriang. Ramnil.1w Dap'Tiiang. Rectangular Tr.p7riary. ^�pY 116X344 Loading Loading Loading Loading Loading Loading c-cng Loading Loading Loading Loading Loading Laad'ug Loading Loading Loading Loading Loading X.624 oZ a O Alum.Tube ' .�• .� � .� E s € •5 � .m .F .F Mullion RE o A� Rte. $@ a0 1;11 a€, �o. e8 a �2 92. $ a 0A- u og IL T, 8 �� N u r< u u u v va u u v u v u v v 8 a U v v u' v v u' u s9 g =e ._� g9 e 5Q .§ g s; d =g € �� t � $ € s rs Pg c s a� s mLO ggTs m F d' i �a E� E1 291 $rc 4'� �� f� Ba s 88 $s Via' f€ e� i �� f� 8� f �� O marc 421n 170.0 620 170.0 475 10 170.0 744 110.0 678 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 INA 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 J 481. 170.0 700 110.0 524 170.0 850 170.0 581 170.0 992 170.0 630 170.0 1137 170.0 LU 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 17D.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 So.G25 in 170.0 747 170.0 563 170.0 B96 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 147 170.0 1491 17'0.0; 766 170.0 1797 17D.0 756 170.0 2092 170.0 755 170.0 2391 170.0 756 N 64 In 170.0 797 170.0 fi12 1780 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 037 170.0 159.1 170.0 056 170.0 1917 170.0 661 170.0 2231 170.0 061 160.2 2403 170.0 861 W C. m Gain 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 914 170.0 1594 170.0 996 170.0 ITT1 170.0 1013 170.0 2125 170.0 1053 1483 2163 110.0 1063 129.8 2163 170.0 1063 � U ((D U) 631. 170.0 93D 170.0 745 170.0 111G 170.0 650 170.0 1302 110.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2050 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 W m 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1764 170.0 1002 170.0 1559 170.0 1086 170.0 1753 170.0 1155 170.0 1918 170.0. 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1286 107.2 1966 170.0 1266 cn o m o Z z 721. 170.0 106] 110.0 870 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1774 170.0 1315 138.7 173! 169.8 1386 115.6 173! 155.9 1361 99.1 1774 160.4 1352 86.7 1734 150.2 1752 g JW o T61n 170.0 1122 570.0 937 170.0 13{6 170.0 1080 Ifi8.5 1556 170.0 1109 1474 1556 165.2 1285 131.1 1556 151.5 1266 117.9 1656 141.3 1251 98.3 155fi 128.3 1229 07.2 1556 122.3 1219 73.7 1556 121.2 1216 o UZ 2- Min 170.0 1151 170.0 95'7 INA 1381 170.0 1116 155.9 1477 169.3 1245 1364 1417 152.0 1224 121.2 1471 139.1 1206 109.1 1477 129.5 1191 90.9' 1477 116.9 1169 T7.9 1477 110.8 1158 60.2 1477 109.7 1154 90 in 742.0 1110 146.5 98fi 118.4 1110 123.9 960 101.5 1110 107,9 951 88.8 1110 96.3 936 70.9 1110 07.6 971 71.0 1110 80.7 910 59.2 1110 71.7 091 50.7 1110 65.6 078 44.4 1110 62.7 070 ~ (Np Q N p 96in 111.0 975 120.] 872 97.6 975 101.5 856 83.6 975 88.7 042 73.2 975 78.5 829 65.0 975 71.2 817 59.5 975 65.4 BOT 48.8 976 57.4 789 41.8 976 52.3 776 36.6 975 49.3 767 ��.. x SZ W.O 1081. 82.2 771 87.0 696 60.5 771 70.7 figs 58.7 771 61.3 674 51.1 771 54.3 661 45.7 711 49.0 655 41.1 771 44.9. 641 34.3 771 38.9 632 29.4 771 35.0 621 25.7 171 324 612 (n d' m 0 7. 61 J 0 0� 1111. 75.7 730 71.3 661 63,1 770 65.0 650 57.1 770 56,7 6!0 47.3 730 49.9 6]t 12.1 730 45.0 622 37.9 170 bl.tl 614 31.5 730 75.6 600 27.0 770 71.9 589 23.7 730 29.5 501 W (a'j 1201. 59.9 624 It. G. 49.9 624 51.2 560 42.8 624 44.3 552 37.5 624 39.2 S44 33.3 624 35.3 537 30.0 624 32.2 531 25.0 624 21.1 519 21.4 624 24.6 509 18.7 624 22.5 601 � X >� U) 144 in 34.7 433 35.1 400 28.9 433 294 395 24.0 433 25A 390 21.7 433 22.4 785 10.3 433 20.0 381 17.7 473 10.2 376 � > U w ¢ O O na z m cn an sO TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: & '�°1IY AnchorCepaclty Table(lbs) N o�rc� ANCHOR CAP.,_,_) Subsl2te' 2.7k Comte 9.bk cont. Hdlav Chiu Fllled CldU PT wood 1•teta (DP,)X( =ANCHOR CAP.,,, `716'EIcO 1/d'S8 Ek0&I5 Elco 174'SS Elco 010 Sled #12Sleel 612 SIGN AnchorCllp Patterns Alxhar type: e116•E1ro Unxm v4'EkoUttmron unacon 3'tS Elco Unracm 114'EkoUllmcm Agg�e0alor mtacm AggRGAcr Screw(G6)Screv(G5) scrm(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR EOge tlslatte 4n) 1' 2-v7 I. 2-92• 3-t/e' I. 2-9r 1• 2-V7 r 3.118' 2' 0.48• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emheenenl n 13/4' 13'4' 1314' 13'4• 2' 1-1/4' 1-1/4' 1414• 1-114' 144 1-114' T 1-Tw 138• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2A n3rS@4.7S Min O.C./SlanOa(d or orel.,(mg.- 300 im 390103 4`A ms 800 IDS 1644105 270 IDS 280105 354705 7401Le 374 IDS 664 NS C46 RM. 3111DS 442 IDS 560103 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ IA'11N O.C./Slangard(or 011aet)Can pit 2) 480 ros TOO IDS RIA IUA RIA IUA 380 ms NIA WA WA IUA WA 6ez lbs 8Be IDS 1120 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Am"QT htN.O.C./(7)256 An Clips/(Flg.3) leo lbs 780 Ns 680103 15604b5 16%IDS 640 IDS 560 IDS WA 7601DS 7481os 8601h0 1802113 6621DS Bas Me 1120107 MULL IO N.IT WILL Yl ELD A MINIMUM ANCHOR 4Amhom®0.67"h11n.O.C.11ICllp.Into.100'AOOn.(Fig.4) IIIA tUA NIA IUA RIA RIA IUA IIIA IUA 111, tUA IUA t17A IUA 1267 IDs CAPACITY WHICH MAY BE USED TO QUALIFY IArchorl SC7ip(RI).6Y 195 ios 195103 225 IDS 445Ibg ezz IDs 136103 140 IDS mlos 37DIDa 187103 332103 473113 nO abs 221 ft 280 Rs ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT RBVISBD 2 Anon®1.15 Lllrt 0.C1 FLOP o`19 6j 2401bs 3531M WA IUA NIA IIIA 190106 IUA tgA N/A WA IUA 341 log 442)DS 560 IDS ANCHOR CAPACITY TABLE. as comptying wild lh0 plodde ;AL ding Oode1.250' p0a4n+tJo e �� FIGURE 1: FIGURE 2: TABLE NOTES: !�� • • 05, 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • iaM ode Pte uc Control ff-* * ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. X11111 I I I 11177/1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� 0 .•••"•••.; FIGURE 3: •�'��,•''�10ENSF ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' Q•; SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS >>' 58705 •:fir�� CLIP MUST _ No. BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. •LL � •` 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND `0 '• �z(, 15 ((/ FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL c. S ATE 0 8E PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE . • 624' �'��` •'•.FCORID�`. - 6063-T5 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _` %�Sa �``� .045"THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND 136.ALL i 59 n /�L ® © ANCHORS INTO METASHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 j//111111110"�� #10&#12 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 n v Mullion Capacity Table IbBHtz Opening Width((orvertleally-spanning mullions)or Opening Height(for horizontally-sparring muillons) 50 In 601n 70 In 601n 901n 1001n 1201n 1401n 1601n Reclan0uler TraplTderq. Rectangular Trap/Td-ng. Rectangular TraplTrieng. Rect4ngrlar TmprTdang. Rectangular TmprTdang. Rectangdar TNpridang. Reetangular Trop&llleng. Rectaiguler Traplidang. Rectenprler Trapr7dan9. O 2%4x.26 Loading Loadng Loadna Loading Loading Loading Loading Loading Loadrg Loading Loadng Loadng Laadrg Loading Loading Laadng Loadn9 Loading .4 w Alum.Tube ' ' F FAl ',. €.. .� '� .' F ox LL Mullen $� gg g s g �� s a eg K KI a� $� g a d9 t9 � 8a B 3� c9 9 8a I S c3 5 c9 �� 6 6 CQ s 5 adz s� s�z s :. ¢ {Eek §� s s a. hA s @@ s l$ rb. ff r�3f § ry�3^ 5� ys st ad - 3E� 14 s m � rc s deo s� E� d Z 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.1) 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488i'170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 �_ F 481n 170.0 708 170.0 524 170.0 8% 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 Bel 170.0 1275 170.0 877 170.0 1417 170.0 660 170.0 1700 170.0 680 170.0 1883 170.0 680 170.0 2281 170.0 680 '� W 5111.625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 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 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 g 64 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 a37 170.0 1594 170.0 656 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 LU C>o Q 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 986 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 26W 170.0 1063 M 631n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 14N 170.0 1015 170.0 1673 170,0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.9 2553 170.0 1171 ~ � J 601n 170.0 871 170.0 789 770.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1165 170.0 1848 170.0 1210 170.0 7838 170,0 1275 151.9 2437 170.0 1288 132.8 2137 170.0 1288 721n 170.0 1063 170.e 878 170.0 1276 170.0 1009 170.0 1488 170,0 1128 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1188 121.8 2184 170.0 1528 108.2 2184 170.0 1530 ? $ 761n 170.0 1122 170.0 B37 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 146.6 1960 170.0 1605 123.8 1960 181.8 1518 108.1 1960 154.0 1535 92.9 1960 152.7 1531 j LLL a-8 8 'Rz 2 78 In 170.0 1151 170.6 967 170.0 1381 170.0 1118 170.0 1611 170.0 1250 170.0 1&2 170.0 1369 152.7 1881 170.0 1414 137.4 1861 163.1 1500 114.5 1861 147.3 147J 98.2 1661 119.8 f/5B 05.9 iBel 137.6 1454 90 In 170.0 1328 170.0 1144 148,1 1398 150.0 1219 127.8 1396 136.0 119B 111.8 1398 121.3 1178 99.4 1399 110.2 1162 89.5 1398 101.8 1147 74.5 1398 89.8 it?2 97.9 1398 82.7 1105 55.8 1398 78.8 1096 Z J Q N 861n IVA 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1051 92. 1229 98.9 1044 61.9 1229 89.6 1028 73.7 1229 82.4 1016 61.4 1229 72.2 993 62.7 1229 65.9 977 46.1 1229 62.1 967 F 2 sz W � 108 In 103.5 971 105.0 1177 86.3 871 89.0 862 74.0 971 77.2 B49 64.7 971 68.1 837 57.5 971 61.8 825 51.6 971 66.5 816 43.1 971 49.0 786 17.0 871 14.0 762 32.4 971 40.8 771 V2 N g �or 111 in 95.4 919 97.3 832 79.5 BIB 81.8 819 88,1 919 70.9 808 59. 819 829 794 53.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 766 34.1 819 40.2 742 28.8 919 37.1 732 W 1201n 75.5 786 76e 716 62.9 788 84.5 705 53.9 786 55.6 695 47.2 786 48.4 606 41.9 786 44.4 677 37.7 786 40.5 666 31.5 766 34.9 653 27.0 788 31.0 641 23.6 788 28A 631 tr iN In 43.7 548 442 664 36.4 Sdfi 37.0 498 11.2 548 31.8 /91 27.1 516 282 d85 24.3 548 25.3 479 21.0 518 22.9 474 18.2 616 19.5 464 15.6 616 172 455 13.7 548 15.5 NB („) N Q Q 1 01 TABLE 128 - ANCHOR CAPACITY ADJUSTMENT FORMULA: n' Z m0 s;0 Anchor Capacity Table(lbs) ANCHOR CAP.,,,,,,,,, a € m1)= Suxlmte 2.7K Oarcnde 36x Cmc. HdiaN C6fU Filled CrdU PT Wood I4tlal (DP_)X( )=ANCHORCAP.,,, o �^''o, 916'UJUsEIc0 1/4'SS Eko diC EicO 114'SS Elco 81051ed g12Slcel g12 Sleet MULLION CAP.,,,,,,... Anchor Type 3'76•Elco 1.111- VI•Ekouttmmn con MG Unrxm 114^Ekouttmcm AggreGata utUacon AggreGator Screw(G5)S-(GS) Scrm(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Cllp Patterns Edna IXSlarceQn) t^ 2-112• r z-vz 3118• r 2-vr r z•vr r 37/5^ r 0.491 0.64' 1).024• CAPACITY REQUIRED'CORRESPONDING TO AN Emt>emtmt Onl 1-14' 1y4• 10/4' 1-304' 2' 1-1/4' t-v4• 1-114' 1-U4' 1-v4' 1-1/4' 2 I-No, 1-Tir tales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors Q 4.75'tdinO.C.I Starltxd or Onset clip,ti 162) MO IDs 39D ax 450 as 890 lbs 164410s 270 Fos 2801. 354 Jos 7401. F37410S 661105 946108 341106 4421. 560105 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archcrs®2.68'LtIrt O.C./Slatdald(a IXY.eO CUP(Rg 3y 740 lbs Ido errs 630 Jos leas 1. taxa ros Nla sm 1. nIA ®Sixs90 t. roA 6BZIbs 9a51x 1120 IDs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Archas®1.71'611a O.C./Stan�m(a Clliel)Ci 09,4j 885 Fo9 0`J11 1561Ds 1946 ix IIIA IIIA 705M II/A 7997. IVA IUA 10n1. 13271. 16071. MULLION.IT WILL YIELDAMINIMUM ANCHOR 4Arcrors®3'GIn,O.C./m245 Ar9feCBp91(Flg Sj 780105 7 . 680105 15601. 1age lbs OFos 5B)Ix IIIA 7601. BBO Ix 18821. 682105 885 R6 11271. CAPACITY WHICH MAY BE USED TO QUALIFY 6Arcrors®3'LIIn.O.C./(2)215 Angle Glps!(Flg.6j 1170105 11701. 1020105 2340105 2814Ibs Bt os Mtoa NIA 11401. 13201b5 28381[6 10221. 116W I. ADDITIONAL ANCHOR OPTIONS FROM THE 3AMhOmQ 1.34,MIn.O.C./UCIIp,Into.125'Alum.(Fq.7y 1118 IUA IUA IUA NIA II/A IUA NIA IVA IUA IUA IIIA IUA 21 i ANCHOR CAPACITY TABLE. IUA JIM IUA NIA II/A IUA IIIA IUA IUA IUA HIA IUA 21 Ix its co 7'RHVISBD 2Mcrors®268't.11n O.C./FCBp(Fl9 8) 370105 3701. 315105 7491. 7121. t1lA 280 R6 NIA 3481. 4d0 t. IUA all lbs 4d21x '60100 a3wmPb'1ai trhh lba PIOt1da3Arr.ras441.71'n1m.O.C.rFCllp(F7g.10) 3106 5251. 379105 9731. IIIA HIA 3WUbS IIIA 3801. IUA tUA 611 lbs 6641. 8401. Buildingepta Code oocpte7rco NO �.O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. omDatO ZO CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. $--;? FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: n Iemi ado Product Control TABLE NOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ��OC\ ,.......,9/GENERAL INSTALLATION METHODS. \CENSFFIGURE5: FIGURE6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .250' 4.000" = -'1! No.58705 = 3)MULLION AND MULLION CLIPS SHOWN AE T TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DIELED IN • • • • LT FIELD OHE CATIONSFOL OWING DIMENSIONAL RESTRICTOIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE �' � '.��•. STATE O- IS FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT 'i'� •.,FLOR1Dp;• (FIGURES 5&6) •• [1] • (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. .......... o• 4 • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"TI41CK.STEELS TO BE MINIMUM GRADE 33 AND.045"THICK(18 2'X d'X.25'MULLION � S'3�ONAL IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN'1111MILLER,P.E. THREADS BEYOND THE MATERIAL.1110&k12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE13A Mullion Ca ac Table Ibse � 3 Y Opening Width(for vertiouly-spacing mUlions)or Oponing Haight(for horizorfaly-sparrirg mullions) 601n 601. 701n BON 1 001n lodln 1201. 1401n 1601n , Reclengular TioplTdang. Reclsnguler TepTdeng. Reclanguiw TiaprnfanO. Rectangular Tnprldeng. Reclengder 7 pJTdwit. Rectangular Treplydang. Rectangular TreprTdeng. Radatgular Traprrderg. ReclenBular TreprllNng. r5o 2X6%.26 Loodng Loafing Laadng Lsedng lnedng Leadno Loadag LazdnO twdng Laedng Loading Loafing Loaft Loadng Loadng Loadng Loafing Lowing o Alum.Tube 2^ L• -�0 .. .. x v.. a 'u 'a.. -a�. v G G.- 6 '8^m o Y x ri Mullion �a 'a 0� •i,. ,. ^, c� u ,. c '�`. 'q^. 0 c7 c9 t4 k�` 8 g 3 ri 3 3 c�e 3 cS�Y aT �� u c3 3 c� r3 r3 c�5 9s 3 tR t3��` a A tI ,A �A I1 �rc �g � � � g � rc � � Via' �� g �11 11 � e U) m 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 892 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 Von 521 170.0 1735 170.0 521 170.0 1983 170.0 521 0 W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 902 170.0 630 170.0 1133 170.0 981 170.0 1275 170.0 077 170.0 1417 170.0 600 170.0 1700 170.0 680 170.0 1083 170.0 660 170.0 2267 170.0 680 --I w 50.625 In 170.0 747 170.0 563 170.0 888 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 .170.0 756 170.0 1703 170.0 756 170.0 2082 170.0 756 170.0 2391 170.0 756 1n o 541n 170.0 707 170.0 612 170.0 956 170.0 691 17O.D 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 '170.0 856 170.0 I913 170.0 881 170.0 2231 170.0 861 170.0 2550 170.0 881 co cO � 001. 170.0 885 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1504 170.0 896 170.0 1771 .170.0 1033 170.0 2125 170.0 1083 170.0 2478 170,0 1063 170.0 2833 170.0 1083 F EMD W 831n 170.0 030 170.0 745 170.0 1118 170.0 850 170.0 1302 17oO 040 170.0 1488 170.0 1015 170.0 1677 170.0 1076 170.0 1859 170.D 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 1171 ? � ,5 68 In 170.0 074 170.0 789 170.0 1189 170.0 903 170.0 1384 170.0 1002 170.0 1588 170.0 1088 170.0 1753 170.0 1155 170.0 INS 170.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1286 co 9 72 in 170.0 1063 170.0 618 170.0 1275 170.0 1008 170.0 1188 170.0 1126 170.0 1700 170.0 1226 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1188 170.0 2875 170.0 1529 170.0 3400 170.0 1570 7B In 170,0 11417V0.0 .0FV .0 1318 170.0 1680 170.0 1570 170.0 1209 170.0 1784 170.0 1122 170.0 2010 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170,0 1678 170.0 3140 170.0 1694 170.0 3588 170.0 1705 J d b Z d J v Z 78 in 170,0 .0 .0 1381 170.0 1118 170,0 Hit 170.0 1250 170.0 1642 170.0 1369 170.0W27 1471 170.0 2302 170.0 1564 170.0 2703 170.0 1700 170.0 3223 170.0 1717 170.0 3883 170.0 1786 f- 80In 170.0 .00.0 1581 170.0 1728 170.0 1859 170.0 1488 170.0 2125 170.0 1653 170.0 1783 170.0 2858 170.0 1018 170.0 3188 170.0 2125 158.0 3413 170.0 2273 136.5 3413 170.0 2381 Z90 In 170.0 .00.0 1700 170.0 1434 170.0 1983 110.0 1822 170.0 2287 170.0 1794 170.0 1952 170.0 2833 170.0 2085 180.0 3189 170.0 2338 137.1 3189 168.6 2470 120.0 3199 156.1 2428 Id•• "Z�� 901081n 170.0 .00.0 1913 170.0 1847 170.0 2231 170.0 1670 170,0 2550 170.0 2078 164.8 2271 148.3 2781 161.0 2373 123,6 2781 140.4 2281 105.8 2781 125.0 2234 B2.7 2781 116.0 2190 U) 04III In 170.0 .00.0 IDN 170.0 1700 170.0 2293 170.0 1832 170.0 2621 170.0 2148 151.8 2245 130.6 2832 148.4 2216 1138 2872 128.4 2188 81.6 2872 115.1 2128 85.1 2072 108.3 2096 LLI X52 120 in 170.0 .00.0 2125 170.0 1859 154.1 2252 159.0 1981 135.1 2252 141.4 1064 120.1 1918 168.1 2252 116.1 1815 80.1 2252 BB.B 1872 77.2 2252 88.9 1836 87.8 2252 61.4 1808 (~J X d 1M In 125.1 6.84.3 1584 106.1 1425 89.4 1584 91.5 1407 782 1584 80.7 1380 69.5 1584 72.7 1373 62.6 1584 05.7 1358 52.1 1584 56.0 1330 14.7 1584 49.2 IJOS 39.1 1561 M.4 1263 d•.N Z 0 U) TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: �m� Anchor Capacity Table Lbs ANCHOR CAP.,-,- Substrate: 2.7k Concrete 35k Caw. Hollow WU Filled CMU PT Wood Metal (DP-): DP,)X( )=ANCHOR CAP.- 5116'Eke 114'SS Eko 5116'Elco 114'SS Eko p10 Sleet 012 Steel 912 Steel MULLION CAP.,,r,,,,,� AncMrrype: 3116'Eke Ullmcon 1!4'Elco Ulirecen 3116'Elco Ull-an U4'Eko UlOacan Anchor Clip Patterns Uleacon AppreGelar U1tlacon AppreOela sorra(as)screw(05) screw(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance p.): 1• 2-1n' r 2-112" 3-Ir6' 1• 242' r 2.12" 2" 3.1/8' 2- 0.48' 9.64' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN Embedment gnY 1-714' 1.YC 1.314' I V4• 2- 1-fro' 1.114' 1.114• 1.W 1-114' 1.114` 2- 1.318' I-W lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchm @ 4.75 Min.D.C.l 61andard a0f sal Clip(Fig.1&2): 390105 394 In 450 In 690 In 1644 In 270[be 280 In 354]be 740 In 374105 6641bs 9461bs 341 W 442lbe Win OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchas @ 4.68'Min.D.C.l Slander!(orO8se1)Clip(Fill.3): 780 In 780 Lbs 00 In 1780 @5 3232 In 540 ros 56D lbs 708165 1460 In 7461be 1272165 1892 in 682 be 885 lbs Iso In CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anahas@1.71'MIn.O.C.I Steward(.(Offset)Clip(FI9.4Y 11801bs 1400165 1010 In 2595 In NIA WA 940 In WA 1065 In WA WA WA 1303 In 1770165 2240 In MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors@3'Min.O,C.1(2)2x5 Angle Clips I(Flg.5Y 780 In 780 In 680 in 1560 lbs 1866 In 540 les 560 In WA 760 tea 748 In No Lbs 1892 lbs 662 In 885[be 1120[be CAPACITY WHICH MAY BE USED TO QUALIFY 8Anonae @ Y Mln.O.C.1(2)2x5 Angle Alps I(Fig.BY 1560 lbs 1560105 1380 In 3f20 In 37B21b3 10801be 1120[be WA 1520 lb. 1498 @s 1760 in 3784[be 1363[be 17701bs 224010s ADDITIONAL ANCHOR OPTIONS FROM THE 12 Aahafa@1.5-Alin.O.C.1(2)2xfiftlu pips I(Fig.7): Iliac[us 2100 In WITI1s 3760@s WA WA 13201be WA 1600 lbs WA WA WA 2045[be 2654 In 3360 In ANCHOR CAPACITY TABLE. RODUC17RBVISSD 4 Amhots @ 1.34'MN.O.C.1 UQIp,Inta.125'Alum.(Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA WA WA Id30 ws complying�+��"Florida B Amhws 00.64-Min.O.C./U471p,Wo.125'Alum.(Fla.e): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 288110a F--2.000'--t oocpteding CWo �iIAO�O 2Anch-04.88'Alia.0.01 F•C41p(Fig.IOY 3901bs mics 4501W 890 lbs 18161. 2701bs 28a In 3541 n 740In 374Ibs 6381bs 8461bs 341165 442Ibs 560In 4axptanw No X1.11 4 Anchors A 1.71'Min.O.CJ F-CUP(Fig.it): 5901bs 700 In 5051bs 1298 lb, WA WA 4701bs WA 533Its WA .WA WA 682 lbs 05 lbs 1120 lbs 04fC .250' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: _`•liami Dade Prnduu COnno FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000" ``\��•'�3GErlS�• •F� • • • � 2.;. •'.-ic�i • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =7ti: 340,58705 = 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ / - FIGURE 5: FIGURE 6: FIGURE 7: ANGLE SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �y rule- - ;v / t r tU; CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A S'tATE OF(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED / HUMN • 5.7 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125'MUSTB �• • USED IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO �/s`s(OI'N lA� PAIRS. BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METALS EXTEND AT LEAST 3 SCREW 2'X 6'X 25' A.LYNN MILER,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 TABLE 14A ® N Mullion Capacity Table Ibstfe) ( x Opening Width(for^.erlicaltyspanrlrgmUlfons)orOpeningHeight(forhodz ntfilty-sperxVngmUllons) 601n 601n 701n Win 901n 1I 1201n 1401n 1601nLLO Rectangular TragTdarg. Rooiangldar Trap7dang Rectangular TmpRdaM. ReclargAr Tmprrdalg. Rectangular Tmp7Tdang. Rectargular 'Twprrriang. Rmtanquiar Trap/Tdarg. RWo ngular Tmpridang Rectangular TmpTdan9. � dy 1.26"%2.11" Loading Loading Loading LLoa aadlrg Loading Loading ding LWd6g Loading Loading Lmdoa ng Loading Lding Wading Loafing Loading Loading Loading SZ i V Y..126"Alum $$..^ , _ _ _ , _ ,$�•, >Gg' _ �' Tube Mull s s� e a s a s 1s € ° fr � �g � g$ ° m 421n 144.2 526 167.0 428 120.2 528 146.9 419 103.0 626 138.9 414 90.1 526 134.8 411 80.1 626 134.1 411 721 526 134.1 411 60.1 526 134.1 411 51.5 528 134.1 411 45.1 526 134.1 411 49 In 96.8 4W 108.0 333 60.5 403 94.7 325 69.0 403 88.4 320 604 403 61.4 317 53.7 403 70.1 315 48.3 403 76.6 314 40.3 403 76.6 314 34.5 403 78.6 314 30,2 4W 78.6 314 J W 50.625 In 823 362 91.0 301 68.6 362 79.3 294 58.8 362 11.9 289 51.5 362 67.2 236 45.7 362 64.6 294 41.2 3822 163.6 283 34.3 3822 63.5 283 29.4 362 63.8 283 25.7 362 Gf.fi 283 �G ��, �o 541n 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 424 318 63.5 253 37.7 318 60.8 250 33.0 318 49.5 249 28.3 316 49.1 248 24.2 Mii 49.1 248 21.2 315 49.1 248 UJ CO 601n 49.5 258 53.1 218 41.2 258 45.7 214 35.3 258 40.7 210 30.0 256 37.2 207 27.5 258 34.9 204 24.7 258 :33.4 203 20.6 268 32.2 201 17.7 256 32.2 201 15.5 258 32.2 201 r/ (0 '1 63 In 42.7 234 466 200 35.6 234 39.1 195 30.5 234 34.7 192 267 234 31.6 199 23.7 234 29.4 188 21.4 234 28.0 184 17.8 234 26.6 183 15.3 234 26.6 183 13.4 234 26.5 183 W OL 681n 37.2 213 39.4 1e3 31.0 213 33.7 179 26.5 213 298 176 23.2 213 21.0 173 20.6 213 25.1 170 16,8 213 23.7 169 15.5 213 222 187 13.3 213 220 166 11.6 213 22.0 166 Z 721n 26.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 146 J �W 761n 24.3 161 25.4 140 20.3 181 21.8 137 17.4 161 19.0 135 15.2 161 17.0 133 ? o v rcZ 781n 225 152 23.5 133 16.8 152 19.8 131 16.1 152 17.5 12B i--• C4 r � TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA. Z N Anchor Capacity Table Obs) ANCHOR CAP.,,�,,,,F F-' X- m00 SUaUdte' 2.7k connate 3.9(Cdlc. Hoffn CMU FIBed CIaU PTW00d Licht (DP,)X( )=ANCHOR CAP... (/) 6116•Eko 1/4'SS Ek05116^Elco U41 SS Eko 010SlW U12SIMI HI2SIeel MULLION CAP. Amba Type'. 3/i6'Eko UllydOn 1/4•E1C0 UNrarm 3/i6'EkoU0reco0 1/4'Eko Uluacon W N AnchorCllp Patterns unracm AggreGalor ullrx[n AggreGator Sc rew(Gfi)screv(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR a, X Edge Dlttarmepn) 1• 242' 1^ 2-UC 3-ve• r 21n• t• 2-1rz• 2• 3-ue• r 0.43' 0.54• o:n4• CAPACITY REQUIRED"CORRESPONDING TO AN F= (Yp Fmoednrnl(in) 13'4• 13r4• 13'4• 7374• T 1-1/4• 1.114• 1.1/4• 1-U4' 1-1/4• , 1-114• T 1376' lye• sales ACTUAL PRESSURE REQUIREMENT FOR THE U (V Q 4A hm@Thiln.O.C./(2)2c5AMIt Cups I ft 1) MOMS 780ID4 680105 15601os 1895 ati Sao los 5601Ds WA 760IDs 748IDs 8801os 1 2106 6821Ds BBS Ns 143D Ila OPENING,WHEN IT IS LOWER THAN THE MULLION a=� Z O CAPACITY(FROM THE TABLE)OF THE SELECTED X'O s.O MULLION.ITWILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY o Q �� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Imo-1.266"� wi7dWg nlplyiiig with the Florida I uCode wilding w No A��.0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Bxph'edpn{la FIGURE 1: 1 _ 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, MI ado Product Control FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. II `\ %11 )1//,1( / ANGLE CLIP MUST BE USED IN PAIRS, 1. q SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L 125" \\ G 4 , CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r \P��.•'VICENS•'/<<F,p i YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF.125' I P •' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125•MULLION �- ••.yy LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ No.58705 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ _ _ (/! =� •. ATE F -,0�'.• F ,� .FtORIOI�,, AL G� A.7LYNIV MILLER,P.E. FL P.E.#58705