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Product Approval (2)
Florida Building Code Online Page 1 of 2 BCIS Home ; Log In ` User Registration Hot Topics 1 Submit Surcharge Stats&Facts i Publications , FBC Staff SCIS Site Map j Links Search j .1)Product Approval Lry USER:Public User Product Anpmval Menu>Product orApplication Search>A lication I..isail FL# FApplication Type Code Version Application Status R.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 d rua rk@ pg ti nd u stries:co m Authorized Signature lens Rosowski irosowski@pgtindustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email ,µ Category Cun'df2icark Subcategory li Compliance Method ing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 Date Pending FBC Approval Date Approved 05/25/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbI... 4/3/2017 Florida Building Code Online Page 2 of 2 Summary of Prp&ucts � FL# IlModel,Number or Name Description t 261.1 IMullions for All Doors and Win ws Aluminum/Vinyl Mullions I f Limits of Us4 Certification.Agency Cficate (Approved fo se in HVHZ:Yes FL261 R10 C CAC 16-0218.03' f Approved for us H Quality Assurance Contract Expira on Date Impact Resistant:Yes 05/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(N A)for FL261 RIO II 16-0218.03.odf product performance information,and mullion clip anchorage det 'Is. Verified By:Miami-Dade BCCO-CE Created by Independent Thi aluation R Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 9 Rid Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbI... 4/3/2017 M IAWDADE tiuAA111I-DADS COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Av vw.mtamidade.govreconomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (ln 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 AHS 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_bv lding code. This product is approved as de hr lfa been iiesigried to-comply with-th la 'da Building Code, including the Higlr'Veloeity Hurricane Zone.- DESCRIPTION one.DESCRIPTION Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL D UNiENT: Drawing No. 6300JR, titled "Lnpact Resistant Aluminum T b ullions", sheets 1 through' 2 , with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model./series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNMATION of this NOA will occur after thu expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tertttittation and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 14-1.105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0218.03 MIAMI-DADE COUNTY Expiration Date: May 26,2021 1111(o Approval Date:April 14 2016 Page 1 } PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-08.19.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets I through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind.Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FSC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-08.19.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5t1 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. L� Manuea ez,P.E. Product Cont oI aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Co ntr I E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 v; SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL oA 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE �x � EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 Iz 01§ o ELEVATIONS..................................1 cl$ r FIGURE 1: MULTIPLE —OPENING WIDTH FOR VERTICAL A1ULL- ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLTO 2X WOOD........................2 o y z o MULLIONS - -� INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATACHED TO THE MULLION CLIPS,BUT SHALL MULL TO &MASONRY..............2 0 SEE DETAILS INSTALLATION NOTES...................2 A-D,G,N; RECTANGVI.gR NOT HAVE A GAP OF MORE THAN 114•FROM THE CLIP. MULL To MASONRY.......................a SHEETS 23 SIDE MULLTOSTEELSTUD...................3 — � 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 fQ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.....................4 Z BAY MULL INSTALLATION.........._..4 0 LLL 1X2X.125 MULL SPECS...............5 W J !! / 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS ND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS...............6 J !! �� INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS.........7 _ SEE DETAILS 17 11 1 X 2.75 X.65 MULL SPECS...........6 Z a o N ATHRU G; 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.500 MULL SPECS...._..0 m O o SHEETS 2-3 I -LI ULL SPECS- AETHRu GiONLY TWO Ls ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER j 4X.376 4 X.125 MUOE MULL SPECS 1U Q O ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN X SI- J 'T SHEETS 23 1 X 4 X.376'S'MULL SPECS........11 7 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X3.186X.2E5 MULL SPEC5...12 111 OPENING 1.25 X 3.25 X.100 MULL SPECS.....137 J 6 §MULL HEIGHT 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLESFOR ,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.....14 Z W z LENGTH HORIZONTAL 1.26 X 3.94 X.624 MULL SPECS.....15 Z W MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4%.25 MULL SPECS................18 J Q Z SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS................17 ¢ U) �- 'r SHEETS 1.26X3.26 SAY M MULL LL SPE ECS....19 .- r- AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENTf- 30•X 3.26 BAY MULL SPECS.........10 Z 1- ¢ 6`) p REACTIONS. 45'X8.26 BAY MULL SPECS.........20 Q (] Z � MULLION&CLIP DIMENSIONS......21.23 I- Z 00.o FENESTRATION S)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE•GATOR NOA'S EXAMPLES 1 62..............................24 In J $o o� PRODUCTS MAY LOADING EXAMPLES......................25 (!) ¢ MUST BE Y TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Ix W Y `l MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F, Z (1) U) BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U Q 0 0 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ �U)m0 V-- MULL /SEE DETARS Howzonr� / A-D,G,H I 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING & > a SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL -- LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT1 FOR THE OPENING USING THE ASCE-7 STANDARD. MULLHORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. LENGTH I" OPENING WI'�H� ��+ 'I - 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULARITRAPEZOIDAL°. +�- oP. -- 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSfFT21 FROM TABLES 1ATHROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED � HEIGHT ns complyirg.M the Florida THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE oPEi11NC MULL FOR THE VERT. MULLION CAPACITY(LBS&-n OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSJFT'1 FOR THE OPENING OBTAINED IN Building w N HEIGHT LENGTHAca enrz No 1 dam • MULL � � � MULL STEP 1). pirali lhte 12Q7� LENGTH MULL FROM THE SAME TABLE USED IN STEP 4) E. ND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE - � -- ---1 REPRESENTS THE WINDLOAD TRANSFERRED BTOVTHE7 SUBSTRATE BY THE ANCHORS AND MUST BE MET TOA ATTAIN THE FULL MULLION CAPACITY. M mi a hoduct Can SINGLE MULLION SINGLE MU N OPENING WIDTH _ 6 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION MULTIPLE FOR VERTICAL MOIL ) ( OPENINO WIDTH ANCHOPJSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \�h�pN i ••, b;1�� //� FORVERTICALMUU. CAPACITY IS MET. •1,1CL'4SF''•`P �� `1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7 IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE 15 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LOS/FP1 FOR THE E` •1't �- FROM FIGURE I ABOVE. ) NG.58!0'1 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE = O STANDARDS USED: � •, • (� ICI! •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •. TE F .1V.; •ANSI/AF&PANDS•2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT'1OBTAINED FOR THE MULLION SYSTEM.THE LOWER OFTHE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '••,.F(ORIOP;••' •ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. ';��0 ••...I.ppp•111•• •AISI-S100.071S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR APERMIT. A.L'YNr}�fJ,4FF,t111�'E. FL P. 58705 DETAIL A: DETAILS: MULLION ° MULLION TYP.ANCHOR C K MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIP m OR WOOD FRAMING WOOD SUCK AND MAS AND PER SUBSTRATE, o (OFFSET CLIP SHOWN) (STANDARD CLIPS WN) evoTMERs SEE SEE TABLESIB•16B SEE NOTE 1, N I MULLION 1 '.SHEET I. -.'a Co I- I z E L cn lL SEE SHEETS a l I MIN 2.7 KSIEDGE W FEITHERIHE I 21-2B FOR HOLE d I I CONCRETE OR CMU I DISTANCEJ Lu ° I LOCATKXJS I I ,I F----FSEE SEE TABLES ZI EDGE DISTANCE 1B-168 E (n L EDGE o D'- DISTANCE / A FOR MASONRY LUQ I FOR W000 I I ANCHORS. SCREWS .260' 60•MAX FOR a°d I I SIDE VIEW ED Z rn ALL MULLIONS d° F" O J d a a EITHER THE � J a �. STANDARD 7 U zu ^2 ° < d OFFSET MULL Z o d e a CLIP MAY BE ty m d ° EXTERIORa ° INSTALLED BY H *t°wzZ d THIS METHOD- J U)88 `u .. 4 EDGE h Q Z n d DISTANCE F r r n FOR 4 O MASONRY ° THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR a (n Q,TXF O Qr 'd FW-FRAMED JJ EXTERIOR WINDOWS,BUTMAY W ALSO BE USED FOR ly F (Y OTHER FRAME TYPES, F'- (n Z g Sy m O s0� 7YP.ANCHOR -tl �vew TYP,. CHOR ti S TYP.ANCHOR PER SUBSTRATE, PERS BSTRATE, F� y ��e' PER SUBSTRATE, �SEETABLES 10.165 SEE ALES 1B-108 SEE TABLES I0 •1613 I EDGEIEND DISTANCE BUCKSTRIP �- SEE TABLES AND EMBEOI MEFIT BUCKSTRIP 18-168 r " ATTACHMENT AND EN7DI MENT' BY OTHERS, ATTACHMENT - SEE NOTE 1, BY OTHERS, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT REVISBD as complying-i%the Florida FRONT VIEW Bullding Code Accep(nnm Tb QX iMUml= /lp INSTALLATION NOTES: By Muni daTmdocl 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ���\\'o LYNo1 4, ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE :�1��0•'••CCNS •e CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE F v E FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. '•-%� No.58705 _ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ /,+ ./L�•- 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. —'11 —r I�y 6 6:•1L ' :Q. 5's'j�PG OF '. 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �'•,,.R�DIt�D P,•''\� ELCO ULTRACON OR ELCO 1/4"S,S.AGGREGATOR MASONRYANCHORS. Sis (GC•,� A.L%N MILLER P.E. FL P.E.#58705 ,t DETAIL E: y DETAIL C: — .128•MIN. MULLION TO MULLION ®t� MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MULLION (U-CLIP) g,N MASONRY STRUCTURE 1)MAY BE INSTALLED IN"TEE"OR"CROSS- � aLL (STANDARD CLIP SHOWN) �� INTERSECTIONS. VARIES 8 � z _ 2)MAYBE INSTALLED HORIZONTALLY I (SHOWN)OR VERTICALLY, N LL I TYP.ANCHOR PER SUBSTRATE, STANDARD oR I 1 cL 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 m'a m OFFSET MULL I SEE TABLES 1B-13B co CLIP MAYBE j j I TOP VIEW FOR CORRESPONDING MULLION, Z N ggg LEDGEDISTANCE MULLION O 11 I e THISNSTMETHEOBY O THIS MD. I I FOR MASONRY VARIES J ANCHORS W #12 STEEL SCREWS I I I . SELF-DRILLING OR PRE-DRILL W O O 0 \ MULLION AND USE SMS m m CD I q n � HEXTE4. MULLION Z J O EDGE DISTANCE THE OFFSET CLIP'S FOR MASONRY RECOMMENDED FOR / �IOF ANCHORS - '' q FIN•FRAMED INTERSECTIONWINDOWS,BUT MAY U-CLIPALSO BE USED FOR F-'oOTHER FRAME TIPSS. EXTEQ Z ,a TIP. CHOR ''.d .q Z Z Q N PERS ,TRATE, a Q p Z �3EE TAe SIB-13B SEE SHEETS 21-23 FOR - TYP.ANCHOR 1~j} F-- � O BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS Q o o' SEE TABLES 1B-13B AND FRONT VIEW EDGE W ATTACHMENT DISTANCE N 6Y OTHERS, 52 SEE TABLES E BEOMENT SEE NOTE I, 1B-138 (� Z Q m • • SHEET I. Q EDGE (n DISTANCE O O _ s • I MIN 2.7 KS{CONCRETE OR CM MIN 2.7 KSI CONCRETE OR CMU 18.118 LES SIDE VIEW F •� ' FRONT VI W SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NO STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR a /�PER SUBSTRATE, \ / SEE TABLES I8 -13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® PRODUCTRBVISL•D ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ;¢miplying wish IAo Florldn CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE BuiI&,g Codo FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. \� LOCATIONS Acttptaure No�'dZ tS"6'1j 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION 13 Pimli Date �21 HY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ® M1 Dad° L1 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED FOR STEEL STUDS THINNER THAN SEETA ES � ���LY r,....// ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. •C ErISC••. FRONT VIEW 13 GA AND COMPLIANT WITH THE FL BUILDING 1B438 �t�•'�I, < CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW = % NU_GB'!05 NOTES: (/ W z, 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ANCHOR VALUES MAY BE USED. 2)SEE CORRESPONDING MULLION TABLES, "P. SHEETS 5.20,FOR QUANTITY OF SCREWS. A'L'YNNn r ML�E13,P.E- FL P.E.#58705 a hg DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATIONg � a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) gig oF R: K o g W SEE DETAILS A•E, 30'OR 45' S Z O SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. to to MULLION V m 0 0 O 0 O O O O 0 IWII- ll TOP VIEW M l N SIDE VIEW 7 i m V o SHOWN WITH V X 4'X.125' TOP VIEW I , to M MULLION I I I F Z 9 Irf/' 1 j j TIP.ANCHOR F Z) / - EXTERIOR i / SEE TABLES i 5B OCID R 16B Z 7g I TIP.ANCHOR 1 STANDARD MULLION CLIP EXTERIOR 1 PER SUBSTRATE, I 17- MODIFIED TO FR FIELD I SEETABLESIB-14B I jl J zo r- CONDITIONS. 11 1 v- Q ? 1 I I 2'X5'ANGLECUP, ~ Q p1 j I I I I 2 PER MULLION END,MUST BE Z Z Z Z N C3 I I I I I INSTALLED INSIDE OF BAY MULL. F-. Fa.y DO-.p MULLION _� I O (n J t-Q O B� •`�\ I I i7i ii I I O W Q 0 `. I I I 2'XS'X.125' to I ANGLE CLIP, () Z Q 2 PER MULLION END, Q - Z Q O 1 1 I MUST BE INSTALLED d 2 m m 5.(n 1 I INSIDE OF MULL. ��99 c I I d I I I H I �TYP.ANCHOR d PER SUBSTRATE, SEE TABLES 1B-140 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL. STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR CB O EDpE �01y ��v7 ` S ^RCAUCC REVISL•D PER F as complying with th.Florida C, R.ilding Cod. © ® INTOWOOD,STEEL, A—p4ance No 16'02-18.,,plQ ® ® ALUM,CMU OR MASONRY EDGE O Expirellon Dal. 'W Zf DISTANCE By PER Miami .Product ANCHOR EOGE DISTNCE•- PERANCHOR NOTES FOR INSTALLATION OPTION 0&H: NOTES FOR INSTALLATION OPTIONS F: - O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ;A'`r,.-'4\G£NSI. 1)DETAIL IS NOT APPLICABLE FORTHE BAY OR 1.26"X 2.11'X.126'MULLION. 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE .t- 1dO.5fl105 LOCATIONS. - r 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 HOLEU1= xP UJ LOCATIONS. , tE ?� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �� A.'lty �r>rR,P`E. P�#587 5 TABLE 1A ® ^a� Mullion Capacity Table ibeffe Opening Width(for vertically-sparring mllliions)or Opening Height(for horizorialyspaming mullions) $guv i e 501n 6o In 701. 80 to gain f 001n 1201n 1401n ISO In F N p Redargller TrePlhlan8• ReelangNar reprTrlan9. Rectangdar TreprTdang. Rectangular 7tapral.ag, Reclanglior TrepRrWg. Rectenpden TreplTdarg. RectanW1. TsplTdana. RectatpNer 7raprlUmg. Rectangular Trep7Tdong. j y W 1 x2x.125 Loading Loading Loadng loading Loading Loafing Loadlog Loading Loafing Leafing Loading Loadng Loading Loadng Lowing Loading Leading Lwd.g s2.' U Alum.Tube �,. & � g � .1 P P P r P � 4' P L Z' � _ � € � �� � �_ � LL Mullion g� $� g� g a # 8� m a g 8l K � g g.� 8$ 8$ a N 3 S 6 b lS $^ d 8 3is d 3 ^ o h 421n 111.0 408 129.6 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.8 408 104.0 319 46.0 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 -.1 W 48N 74.0 312 83.8 268 62.4 312 13A 252 63.5 312 67.0 248 46.8 312 632 246 41.6 312 61.3 244 37.5 312 81.0 244 31.2 312 61.0 244 26.8 312 SIM 2M 23.4 312 61.0 244 � 2 50.625 In 63.9 281 70.6 274 63.2 281 61.6 728 45.6 281 65.7 224 38.8 281 52.1 222 35.6 281 60.1 220 31.0 20t 49.3 219 26.6 281 49.3 219 22.8 261 48.3 219 20.0 281 49.3 219 lL C.p 0 5/h 628 247 57.5 207 47.9 247 49.8 202 31.6 247 44.8 199 32.8 247 41.5 190 20.2 247 39.4 104 26.3 247 39.4 193 21.9 247 38.1 193 18.6 247 38.1 193 16.4 247 38.1 193 CO O I- c 60 In 36.4 200 41.2 170 32.0 200 35.4 186 27.4 200 31.5 167 24.0 200 28,9 1Se 21.3 200 27.1 158 19.2 200 26,0 157 10,0 200 26.0 150 H J 631. 33.1 161 35.3 165 27.6 181 30.3 152 23.7 181 26.9 149 20.7 tet 24.5 146 10.4 181 22.8 iM 16.8 181 21.7 143 661n 26.8 165 30,6 142 24.0 185 26.1 138 20.0 185 23.1 138 16.0 165 21.0 134 Z rn 721n 72.2 139 23.3 120 16.5 130 19.9 IIB 15.0 1 130 1 11.5 tie ? CL 781n 18.0 12fi 10.7 108 15.7 125 18.8 107 Q J d 781n 17.5 118 18.2 104 TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: ' Z m .- Anchor Capacity Table lba ANCHOR CAP.,,,,,,- N r AQ 0 Subelnale, 2.7k C4rwnit. 3.5k Cones. Hot-CMU Feed CMU PT Wood Metal (DP o)x( }=ANCHOR CAP_ � '� S 5116'Eko 114'9S Eka 5110'Elco 1/4'Ss Ewo 910$lee1 M12 sleet 912 Steel MULLION CAP.,,�,,,,,,c W X Anchor Clip Patleme Anchor Type: 3118'Eko ulllawn 1141 Eko Uwadan 3116•Eko Ultracon 114'Eka Ultrecon O„ JC Y Ulhacon AggmGmar Ult-on Aggreaelw screw(G5)scmv(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR N Edge gslance Bn): 1' 2.121 1• 24rr 3116• 1" 2.1re 1' 2-1R' 2- 3x18" 7• 0.48' 0.54' 6.324' CAPACITY REQUIRED'CORRESPONDING TO AN UX 14" Q ?� Emhednent(In7 1.3I-V4" 1.3/4' 1-314' 7 1-114- 1414" 1-114" 1.1/4` 1.1(4' 1-114" 2' I've, 1Jre• terles ACTUAL PRESSURE REQUIREMENT FOR THE Q r O O 2 Axrwna@4.75•Min.O.C.r Slandard or Ogee)Clip(Fig.17 390101 390M 450 We 890 lbs 1644 11,5 270 lbs 2001ba 354Iha 740 Na 374 We 66411. 9461bs 3411bs 442 abs 596Ibs OPENING,WHEN 17 IS LOWER THAN THE MULLION O.= ZOO s.O� 4 Anchors®1.15'Min.O.C,r Slandad(a OAseO Cep(Fig.2k 4001bs 700 ibs WA WA WA WA 3801ba WA WA NIA WA WA 68210s 8851bs 11201tu CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMiwe�3"Mn.O.C.I(2)20 Anglo gips r(F1g,37 7860 the leo ihs seo roa 1560125 tele lta sdo Its 56011• WA Iso ihs T4811xi 880 lbs 10921bs 8821hs ees l6: 1120 nos MULLION.IT WILL YIELD AMINIMUM ANCHOR 2 Whom®0.45'Mn O.C.1 UClip,h1o.12Y Alum.(Fig.4), WA IWA WA WA WA WA NIA WA WA WA WA WA WA N/A T751m CAPACITY WHICH MAY BE USED TO QUALIFY I And.i F-CUP(Fig.5L 195ma 105[be 225Iba 445 ws e22 an M lbs 140111 17716• 3ra ms 87 Its 33211• 4731ba 170 wa 221 lbs zee lba ADDITIONAL ANCHOR OPTIONS FROM THE 2A.ehore@ 1.15'Min.O.CI FCI F'.6: 2401D4 350 Poe WA WA WA WA 1B0lbs WA WA WA WA WA 311 Iw 44210s 58011• ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying REVISED • • ) as complying wish the Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---� 1.000" r-- Building Code Acceptance 740 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, E.imti Dale FIGURE 3: p 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFE SHEETS 21-23. Miami c Product 1-0 . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE ROLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED �'c'�,.•'L�Fr1Sf ; FIGURE a: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' •'' -+r % �= (� • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X2'%.725"MULLION THE MATERIAL.#1AND 3 6.ALLANCHORS INTO METAL SHALL EXTEND AT 0ANCHORSNTTO WOOD MAY BE STEEL,18-8 S.S.OLEAST10 B.S.CREW THREADS BEYOND = :wZ 'ji- fo FL P.E,#68705 TABLE 2A Mullion Capacity Table Ibse Opening Width(for vartcally-5partning mifiorts)or Opening Height(for hoilzontally-sparying mlflom) 50 In 601n 70 In 1 80 In I Go In 100 in 120 in 1491n too In LLO Redangula7 Traprrdare. Reolargdar 7mpmdarg. Rwtargumr Traprrfimv Raclargr4ar Trapridang Re5largMer TmpRdarg. ReclargVrar Tmp'Tdang, Rxtangular Tre rlwg Rocialgular MapFTdarg. ReclaMular TwpfTdanB. a 0 1%2x.378 Loading Lwdira Loadlg aLeading Loading L.oBdng Loading Loading LoadlnB ggLoadng Lwdag Loading Loading Loablrg LoaWrg Loedlne lAedingB Loadin`$,g ox V IwMulllnbe � d �" a d CSS' g' �' a tS � �' 0 �' all (S� U`g' N 1411740 620 170.0 435 151.3 682 1700 47a 129.7 662 1740 508 113.6 M7 169.6 516 100.9 662 168.9 617 80.6 862 1688 617 76.7 662 t6aff 517 6A.9 661 1808 617 60.7 682 1689 617 �j 121.6 507 136.0 419 101.4 507 119.2 410 88.9 507 108.7 403 76.0 507 1026 399 67.6 507 98.6 387 60.0 507 99.0 396 5D.7 501 99.0 396 43.4 607 99.0 396 300 507 89.0 396 J W x 60,626 In 1037 458 114.6 378 88.4 456 Me 371 74.1 d$a 90.5 364 d4B 456 84.6 360 67.6 456 61.3 351 61.8 456 80.0 356 412 456 80.0 358 3T.0 456 80.0 368 324 456 We 350 m N 65.4 400 93.3 336 71.2 400 60.8 328 61.0 400 72.7 3n 53.4 400 67,3 $18 47.5 400 64.0 315 427 400 62.3 314 35.8 400 51.8 313 30.$ 400 61.6 313 28.7 400 61.0 313 W 0 m 623 324 66.9 276 51.0 324 67.5 270 44.5 324 51.2 264 38.0 324 409 260 346 324 43.9 257 31.1 324 420 255 26.0 324 40.5 253 222 324 40.5 253 19.5 324 446 253 63.6 284 57,4 252 44.6 294 49.2 248 38A 294 43.6 241 33.6 294 39.8 237 20.9 294 37.1 234 tae 294 3a2 232 22,4 204 33.5 230 19.2 2D4 334 230 ta0 294 33.4 230 46,8 266 49.6 230 39.0 268 424 225 334 268 37.5 221 29.2 268 341 218 2a0 260 31.6 215 5L4 268 29.8 212 19.5 268 20.D 210 10.7 268 27.7 209 14.6 268 27.7 209 Z 721n 38,0 225 37.9 196 30.0 n6 322 191 25.7 725 28.4 188 n.6 225 25.6 185 20A n5 235 182 190 235 221 tall 16.0 226 20.3 177 12.0 225 18.6 176 11.3 226 19.6 176 R e ,$W 78 in 30.6 202 32.0 177 25.5 201 27.2 173 21.9 202 23.8 170 19.2 202 21.5 167 17.0 202 10.7 165 45.3 2D2 16.4 163 128 202 16.7 160 10.9 202 15.0 156 B.8 202 15.6 158 j o dZ 70 in 28.3 192 28.6 168 236 182 25.1 165 20.2 161 220 162 17.7 162 197 159 157 192 10.1 157 14.2 192 IS.$ 155 11,0 192 15.2 152 10.1 102 14.4 150 all 192 14.2 150 Q J V J lz c- 901n 16.6 144 till 128 16.4 144 16.1 126 Q � Z M o BB In 162 127 15.6 113 r �O TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: to Te? S An her Capacity Table Ibe !ANCHOR CAP.,m,, W N COT subetmla: 2.7x Concrete 15k Cent. I1011"CMU Filed CMU PT Wood Metal (DP-)X( )=ANCHOR CAP.a, Q' 5116"Elco 110 S9 El 6116'Elco 114'69 Ebo N10 steel 012 61.01 412 Sled `MULLION CAP.,p.,_ F- } Anchor Cllp PaCBma A.h%Type: 3116"Elw Ulm. IWEI.Wracw 3716•Elw Ullmcw 114'Elw 1.111mw Q X Q 7 O Ulvecon Ag9mGela Uvewn Aggre691ar screw(Gs)soma(Gs) sclera(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR p Edea DI91ame(nt. 1' 2-572 1" 2-It? 18221b, 1• 2.172• 1• 2-1rr r 3.1[8• 2• 0.48" 0.54' 0.324 CAPACITY REQUIRED"CORRESPONDING TO AN EL e r Z (1) (A Erebedment tint. 1-34' 1.34' 1-314" 7314' 1-174• 1.174" 1.114• 1-11 1.114' i-114" 2- 13fa' tare- tedas ACTUAL PRESSURE REQUIREMENT FOR THE n �O w0 2 Ancmma4.1W Min.O.C.1 Standard of Offset CUP(Fig.1): 390Ibs Seo lbe 450 ms a90lbs no ws zee ros 3541bs 74DIOa 374Iw �8f%IDs stelm 3141w uzlw 580 ibs OPENING,WHEN IT IS LOWERTHAN THE MULLION CAPACITY FROM THE TABLE OF THESELECTED H o� � 4 Anthem A 1,15'Min.O.C.f 91erWr0(orOR3el)alp(Fig.2t LBO Ns loo 1.1 WA N!A WA 380 gm WA WA WA WA WA 682 Wa 6851bs 1120 103 ( ) 4 AnOW6 3'Min.O.C.1(2)2.5 An*pipe I(Fig.3t 780 lb. 700 The OW IWO U. 540 lbs 5w ID, WA 760 Ins 148 lbs 880 lbs 1092Ibe C82 IDS 8851b3 1120 MULLION.IT WILL YIELD A MINIMUMANCHOR PEE �OAS'Mn.O.C.1 U 019,into.125'Alom.(Fg.4): WA WA WA WA NIA WA WA WA WA WA WA WA WA NFA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY I A%hnl FLtip(Fig.51'. IM lbs 195105 225 lbs 445 I03 1551bs 140M 177IW 370lbs 151 lbs 332 toe 4731D3 170 ros nADDITIONAL ANCHOR OPTIONS FROM THE na 1.15'Min.O.C.!F471 Fig.11240 D5 350x5 WA WA WA 1901b3 WA WA WA Wn WA tlbs .4 1 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - FIGURE 1: FIGURE 2: TABLE NOTES: !RODUCT REVl5BD . • • • ascomplyingwith OwF)Orkh 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Building Coda SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -� 1.000" r-- Acttplance 7Vo •02 •D3 Expiration Dale ( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: Muni c R9dtle4 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000" • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \ 1 I 1 I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ; `\�N( LYN;y ANGLE CLIP MUST BE USED 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" 1,tGE7..gC t%P CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED = ft FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125" _ No. '8705 _ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.375'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -•D $ b f.!' THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. •'. (V O S,:'ff FMIS �:`.,'•,FlOR10�,.•SCJ\'�. IONAn-''N1` A.&NN MILUEF�NP.E. FL P.E.#68705 TABLE 3A a ' Mullion Capacity Table IbsW Opening Wdth(far Vericalyspenn! mL6lons)or Opening Height(for hodzonlaly-spanning mullions) 5< 6010 BON 701n BO In BO In 100N 120N 1401n lea NR• p Rect.ngular Trepfrdag. Recten9Wer TreprTdang. Rat"gula Tr.plTd.ng. ReclangWer Trcpr7Yleng. Reclengula TreplTdonp. Reclangr4or Trepltdarg. Rectangular jr*gnang. Ractangoler Trap7nang. Rectangular TmpMong. y$ t X 2.76% Loading LoadnO Loafing Laadn9 Loading Loadtg Lvadoo Loading U.&W Loadrg Loadng Loadin9 Lowing L..dng Loadng Loading Loading Loading 6 Y .375 Al" p Tubo f .. M f f" p .-. ,., ' •� .. 'c .. Mullion �� � � �� � �� �� _ � '� s � � � � �� N `� B 8 8 E g E 8 E 8 8 8 s m fig g 6� 6 fi by fi 6. p` fig ' fid • F- � � otic 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 968 170.0 SOB 170.0 892 170.0 619 170.0 lite 170.0 621 170.0 1240 170.0 521 146.7 1301 170.0 621 127.6 1301 170.0 621 111.6 1101 170.0 521i LU 48 in 170.0 708 170.0 524 170.0 NO 170.0 584 170.0 092 1740 630 170.0 1137. 170.0 661 151.8 1139 170.0 677 136.0 1138 170.0 680 113.9 1139 170.0 680 87.5 1139 170.0 680 65.4 1139 170.0 680 50.6251n 170.0 747 170.0 583 170.0 BBB 170.0 631 167.5 1032 170.0 604 148.8 1032 176.0 723 170.5 1032 170.0 747 117.E 1032 170.0 756 07.9 1032 170.0 766 63.9 1032 170.0 756 73.4 1032 170.0 756 o 0 O 54 N 170.0 707 110.0 612 161.3 B07 170.0 691 130.2 007 164,7 730 120.8 907 152.6 720 107.5 907 45.0 714 88.8 907 111.1 710 00.6 907 140.0 709 69.1 907 140.0 709 60.5 607 140.0 709 00 o H M 60 in 141.1 735 151.5 623 1 W 735 130.3 611 100.8 735 118.0 600 88.2 735 106.2 690 78.4 735 89.5 ISM 70.5 735 05.1 578 58.8 735 81,8 674 50.4 735 01.8 574 44.1 735 91.8 674 F � J B3 N 121.8 668 130.0 670 101.6 688 111.5 657 87.0 666 08.9 647 76.2 668 90.1 630 67.7 BBB 61.8 631 60.9 866 79.8 528 50.0 660 75.8 521 43.5 666 75.8 521 36.1 660 75.8 1121 J 66 in 106.0 007 112+ 522 60.3 607 98.1 511 75.7 6a7 85.0 601 68.2 607 77.1 493 56.9 607 713 456 63.0 607 87.8 401 44.2 607 63.4 478 37.8 607 62.7 474 33.1 607 62,7 474 Z 111 g 6' c Y� j 72N BI3 510 659 043 68.0 510 73.0 131 38.7 10 84.7 426 51.0 610 57.8 414 15.4 510 533 113 40.8 510 50.0 408 34.0 810 45.9 402 20.2 510 44.1 399 25.5 510 N.7 398 g _j 3$ aW m 761n 69.4 458 72.5 400 57.8 458 61.7 392 49.6 458 54.1 385 43.4 456 46.8 '378 38.6 458 449 373 34.7 458 41.6 36B 28.8 458 37.7 382 24.8 456 36,0 359 21.7 468 35.7 358 .=j L Z 781. 64.2 436 BT.O 381 63.5 135 58.8 373 45.9 435 49.8 368 40.1 475 4.7 180 15.7 415 40,8 355 32.1 435 38,1 351 26.5 435 34.4 344 22,0 435 328 341 20.1 435 32.2 340 ~ 90 In 41.5 327 43.1 200 34.8 327 38.4 285 29.9 327 31.8 280 26.1 727 28.3 275 27.2 321 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 266 Q M d Z r. 98In 34.4 281 35A 257 28.7 287 28.9 262 24.6 287 26.0 248 21.6 257 23.1 241 16.1 287 20.9 240 17.2 297 18.3 237 14.4 297 18.9 232 F- mp y0 We In 24.2 227 24.7 206 20.2 227 20.6 201 17.3 227 16.0 190 15,1 7 16.0 iB5 (n X 1111n 22.7 213 22.7 184 16.6 215 10.1 191 15.9 215 16.6 188 � N o� 12(1In 17.8 1B1 17.0 167 FL Q ?, FL X TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: pa•"{ Z Anchor Ca act Table lbs ANCHOR CAP.,•,,,,„� It W. 2.TkConcrete 3.5kConc. Hol"CMU FIOedCMU PT MW MINI (DP)X -ANCHOR CAP.k� \MULLION CAP.,o,,,,, E Slt6'Eko 1l4`SSEko N76•Eico 114.56 Eko Y10 Steel Y1231ee1 12 Steel Anchor Clip Patterns n'�' 3116'Eko UlVxon U4'Eko UIIrOcon U1Mon 3'16'Eko Ul6xeon 114•Eko u0recm A9BreGator Nlracoo AggreGalor Sc-(G5)Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdOe Distance(NY. 1' 2-t2• t• 2-12• 3-u8' 1' 241r r 2-12' 2• 3.1(T 2• 0.48• 0.54• 0.324' CAPACITY REQU IRED'CORRESPONDI N G TO AN Embedment(fit tale t-LP 1-14' I-314• T 1-w• l-v4• 1-U4' 1.04' 1-ll4' 14141 2' lava• tale' Sade. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctwre 4.75•MN.O.C.18tue14 or 09.0 COP(Fig.l: 390ibo 390 lbs 4501os 8110 lbs 164416. 27011,3 230 lbs 354 lbs 7400. 3741bs 66416. 141 lb, 1411bs ,3x169 No IW OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'Min.O.C.I Standaw(or Gaal)Clip(Fig,23 460 W Ice lbs WA WA WA WA 3B0Ibs NIA WA WA wa wq 4i821bs ae516s ttzo lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 1:,1o.,.0 3`Min.O.C.1(2)915 Angle(S I(Fig.3): 780 lbs 780169 680 The 1560lbs 1696 VA 5401bo 660 I6s WA 760 lbs 748 IM 8801bs 1892 lb. 682 M 895 lbs 1120 Ors MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 ® .5'Min.O.C.I U121p,Inlo.12V Alam.(Fig.4y WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY 1AncrWIFLOp(FIg.5y 195 lbs 195169 225108 445 lbs B221be 135 lbs 1401b6 ITTIbs 3701bs 1e71b. .2lb. 473 Ms 170 Ms 221 lb, 28om. ADDITIONALANCHOR OPTIONS FROM THE 2 Anctwrs 1.15'MIn.O.0 I F4]I FI0,6' 240lbs 35009 WA WA WA NIA 190 lbs WA WA NIA NIA WA 341169 44216. SBO bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (::�_)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED as complying with 46o Florift BuilduaB CodeO'49• FIGURE 1: FIGURE 2: Acceplwke No 16' TABLE NOTES• t.o6G' Bxpltatran�` 20$1 By • • • -j f- • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. t bb' 1i gdC Troduct(.bnael SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ((// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��t�t LYI,1ry 7jr�i FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750` 31GENSF '•.F,f3 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Pla.li57G5 'rT ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED IS �-375' I/CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED -'0 . /p� 4b FIGURE 4: FIGURE 5: FIGURE 6: �1'. (/" 0 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125" 1 C F ((/ -I THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE),STRUCTURAL STEEL TO BEAT 1`X 2.75'X.375'MULLION '����'•.,r1 p. •�\ JI LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •� �c .ORIO.••'' ('j;;� • THE MATERIAL#10 8 912 ANCHORS INTO WOOD MAY BE STEEL,1&6 S.S.OR 410 S.S. ��SS�r •••• (���� A!LYfJP(P�4ER P.E. FL �'#58705 TABLE 4A ® m IQ Mullion Capacity Table IbalW Opening Width(for ueNca*sparcilg mLlGonv)or Opening Height(for hodTnrially-sperm g m iliow) SW C 501. If Win 11 701n 00 in 1101. too in 1201n 1401n 160 in 1 X 2,76 X Rectangular Tre{V1H.rg. Ra rgrAu T. Rectengulu 7taplTdarg. Reclenpl4er Trap/Tdan&, Recianpuler TrepRd.rtg. Roclen9War TmplTdeng Recienguler TrepTien9. Reelargllu Tr.pl7de.g. Rectenpaler Tre{J7den8- o rc Loafing Lowing Loa ng Loa&g L..drg l.oaing Loadng Leading Loadng Leadng Loafing Loa,I g Loafing Loadng Loadng Loadog lnadrg nye w O O .860 Alum. N Tuba .. g�g a.- 7: .6.. '� 'E� q .. 'lf 3 6 m.. D Z• 2' LL Mullionig S S g B !Z B 9 B dl 8 8 B 8 e. U) h IE 421n 170.0 en 170.0 435 170.0 7M 170.0 478 VGA 680 170.0 506 170.0 092 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1498 170.0 521 158.7 1820 170.0 $21 138.6 1620 170.0 521 481. 170.0 708 170.0 621 70.0 9112 170.0 030 170.0 1133 170.0 661 170.0 1275 170.0 BT7 170.0 1417 170,0 080 141.7 1417 170.0 680 121.5 1417 170.0 680 100.3 1417 170.0 680 l/1, ( lVJ 0 50.8251. 0.0 747 170.0 3 170.0 698 170.0 631 17.0 1048 170.0 884 170.0 1195 170.0 773 1628 1286 170.0 747 146.3 1280 170.0 756 121,11 1286 170.0 750 104.5 1208 170.0 750 01.4 1286 170.0 756 (LI C3 O 70.0 797 170.0 612 0.11 1110 170.0 754 150.7 1130 170.0 003 133.8 1170 170.0 e]7 120.8 1130 170.0 850 100.5 1130 170.0 BB1 00.1 1130 170.0 861 75.3 1130 170.0 65 �� � M 601n 170.0 085 170.0 701 146.5 015 1023 701 1256 015 144.5 746 109.0 915 1323 735 87,0 815 123.9 726 87.0 015 118.5 720 73.2 016 114.4 715 82.5 615 114.4 715 54.8 915 114.4 71 I^/''\\ F-• J 63 In 151.0 630 161.8 710 126.5 030 138.0 694 1085 630 123.2 681 94.9 630 1122 670 84.4 630 104.6 682 75.9 Bag 80,4 650 83.3 630 94.6 049 54.2 630 94.1 649 47.4 1130 04.1 849 (v U t m 68 In 1J2.1 l57 110.0 850 110.0 767 118,6 030 84,3 757 105.9 624 62,5 767 ge.1 814 73.4 757 89.1 800 86.0 757 81.2 900 65.0 767 70.0 607 {7,2 757 78.2 581 41.3 757 70.2 SBI Z d J 7261 101.7 636 106.5 552 64.6 636 91.0 640[37.2 27 638 80.1 530 63.0 838 722 521 56.5 830 68.5 514 50.9 we 02.3 508 424 636 57.2 500 38.3 630 56.3 497 31.8 B36 55.2 497 J W 3 761n 66.5 571 00.4 488 721 511 70.6 468 , 671 07.4 478 04,1 571 60.6 471 48.0 571 55.5 484 43.2 671 51.8 459 36.0 571 47.0 451 30.0 571 44.8 447 27.0 571 44.5 116 J 'j Q 7111. 00.0 542 81.4 474 68.7 642 70-a 4857.1 512 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 41.5 437 33.3 542 42,9 429 28.6 542 40.6 425 26.0 Sit 40.1 423 1-- 80 --• Q N o 801n 52,1 407 53.7 301 43.4 407 45.4 355 407 39.6 340 32.5 107 35.3 34] 26.0 407 32.1 338 25.0 407 29.0 334 21.7 407 20.1 327 18.14 {07 24,1 322 16.3 407 27,0 310 Q S Z lz 98In 428 758 44.1 320 35.8 351 37.2 3140.7 358 32.4 308 28.6 350 286 304 23.6 358 28.1 300 21.S 358 24.0 296 17.9 355 21,0 289 15.3X211730.8255 25.1 287 26.8 2511.6 283 22.5 247 10.8 283 10.9 244 10,7 263 15.0 240 15.1 267 16.5 237 W 1111. 27.6 261 28.3 242 27.1 287 23.6 236 10.6 267 20.6 275 17.3 287 18.3 231 15.4 287 16.0 228 �tL- N rn to 120 in 220 228 22.3 2118 16.3 220 18.6 205 15.7 229 18.2 202 U X Q � O Q..� Z TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: �' m00 Anchor Ca aci Table([be) ANCHOR CAP.,,o,,,,m, g� � 50b5tmle: 2Tk Concrete 3.5k Cone. I4dkwCMU FBIed CMu FT wood Melu (OP,)%( )=ANCHOR CAP.u, O-��' 5110•Eko 1/4'SS Eko 5118'Eko 114'SS Elco 910 Steel 912 SWI 012 Stei MULLION CAP„,"",,,, Anchor Clip Petteme AncFd type: ]116'Eko Ulbacon 111'Eko UlBacon UlVecm 311W Elco Unman 114'Eko UlBecon AppreGala ullmcon AIEreGator Sc" Suety(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edo.DI,U..9ny 1- 2-trr 1• 2-IE• 3-116• 1" 242• 1- 2.12• 2• 3-vs 2' 0AW 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment Mk 1.314' I-s4• 1-3/4• 1-3/4• 2* 1-114• 1-1/4' 1-,/4' t-U4• 1-U4• 1-1/4• 2' 1.316' fa/a• cede. ACTUAL PRESSURE REQUIREMENT FOR THE 2212=9E eget l0.1): 3907bs 450 ft 890Bn 16448. 270 ma 280 IM 354 lbs 740 lb. 374lbe 684tbe 9461bs 341 ft 442 1m seg lb: OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amth ®1.15•Mh.O.C./Standard(%0a.eI)CUP (Fla. : 80 700 W WA WA WA WA 3BO IM WA WA WA WA WA 682 ft 8661 1120 Oa CAPACITY(FROM THE TABLE)OF THE SELECTED 7001bs 8801bs 1580 lbs 1696 th. 640 ms 56o 1M WA 760 lbs- 7481m NO lb. 15921W 682 Me ae m Wo lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Alma 100,4V Min.O.C.r ULJip,Inlo.12VAWm.(Fig.4) WA WA WA WA -� WA WA WA WA WA WA WA WA WA 715 ma CAPACITY WHICH MAY BF USE OQUALIFY 1 Md./FLlip(Ftp.5): 22516s 445Ibs IDa 135 lu. 140Iba 1771. 370 lba 157 lb. 3321w 4731bs 170IOs 221 Ibs 2BO IDa ADDITIONAL ANCHO TIONS FR HE 2 Ancrme01.15-Mn.O.C./FLU .8)' 2401ba 350Iba WA A A WA /9011. WA WA WA WA WA 3411ba 442 We 500 Ns ANCHOR CAPACI 'FABLE, NOTE:FOR THE OFFSET CLIP,USLSAM R PATTERN AND ANCHOR V S THE STANDARD CLIP. PRODUCT REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. w../plyingwith 9w FIm1� FIGURE is : TA LE NOTES: Cl 7V C 70 623 P.."i u18CCa 1(p�C7.4tJ, j 7 J Acnptance No • RapitionDam1) E SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Min de,,111 2 INEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE.FIGURE 3: )MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750'• • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.53705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED 650' Q• Q: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED 1 , .•'.a� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125' !U STATE OF .W THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ";'�jC•'•.Pi.OFiIDQ'.•' ' LEAST.125"THICK AND A36.ALL ANCHOR ,S INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.850'MULLION \;\� THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /r/,;;Oi'J��- '7111111111 A.LYNN MILLER,P.E. FL P.E.#58705 TASLE 5A o � n � Mullion Capacity Table IbaM2 Opening Width(for vedioaly-spamilg mUilors)or Opening Hoight(for horfmrtelty-spenrllrg mUriors) WWW 0 501n 6o 1n 701n 60 in BD M too In IN 122 1401n 180 N !2 tl o RacWVAg Tiapfllimg. Pa Imgdar TrWTflang. Raolangder noplTdang. Reaargder TraplTdeng. R%Wggm Rep7Tdmg. RedengNar Trap7411ang. Rolangala VW`rflang. Recte,gulnr Tmp77dmg. Reclengular hap/Taeng. a 1"x 3.12b"x Loading Loadno Loading Loadng Loadmp Loon Loading Loading LoWng Lowing Loadng Loading Lowing Loading Lw4g Loadng Loading Loading nx p V .600"Alum ,A• a ,. r .-, a r .F .�' k' Ac %.. .. •F Uj a,. .. _ .. Tuba Mull J; 'aa w 111 g e� �g a u uo u u u u u �� u u u u u u cS u ua u �e � ~ � �� �� 3� a z �' U) �o �a s� s� �� 0 421n 170.0 020 170,0 435 170.0 744 170.0 478 170.0 Bag 170.0 506 170.0 982 170.0 519 170.0 1110 170.0 521 170.0 124D 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 1 521 1 J W 48122 170.0 700 170.0 524 170.0 050 570,0 504 170.0 BB2 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0677 170.0 1417 170.0 080 157.7 1577 170.0 680 135.1 1577 170.0 880 118.2 1577 170.0 880 N 50.625 In Aloe 747 170.0 563 178.8 888 170.0 631 170.0 1040 170.0 604 170.0 AIDS 170.0 723 170.0 1345 170.0 747 VD.0 1494 170.0 756 141.7 1495 17ool 758 121,5 1495 170.0 758 106.3 1495 170.0 756 LU v o O 64 In 170,0 707 170.0 012 170.0 958 170.0 Bill 170.0 1118 170.0 754 170.0 1275 170.0 B03 160.1 1401 170.0 837 148.6 1401 170.0 856 ANA 1401 170.0 881 106.0 1401 170.0 561 03.4 1401 170,0 081 m M ~ 7 CID BO In 170.0 BBS 178.0 701 170.0 1003 170.0 767 158.5 1168 170.0 576 170.7 1158 187.0 826 121.3 1156 156.6 817 111.0 1168 148.7 810 82.6 1150 1H.5 003 79.3 1158 1H.5 DOS 08.4 1158 1M.d 003 F-- J 631n 170.0 930 170,0 745 158.8 1048 170.0 850 177.0 1049 155.5 860 118.6 1048 %41.7 840 108.5 1049 132.0 gag 95.0 1018 125,6 828 70.9 1049 118.3 820 08.5 ADO 116.0 619 59.9 1049 110.9 619 41O BBI, 166.8 955 170.0 780 130.0 655 151.3 004 INA 855 133.7 788 104.2 055 121.4 775 02.8 955 112.6 765 83.4 -05 106.4 767 09,6 955 98.5 740 59.0 965 88,7 748 52.1 055 08.7 740 j 721n 120,5 803 134.8 697 507.0 807 111.9 882 91.0 803 1871.1 870[357 3 81.2 059 71.4 003 03.9 619 &.2 803 78.6 642 53.5 803 72.2 832 45.0 603 69.8 620 40.1 803 69.7 627 N 3 111 8 . aZ 78 In 108.2 721 114.1 620 81.0 721 87.0 810 76.0 721 85.1 BOB1 76,5 585 807 721 70.1 580 54.6 72l 85.4 670 45.6 721 59.4 569 39.0 721 58.6 561 34.1 721 58.1 083 78122 101.0 684 105.4 SBB 04.1 861 88.4 587 722 684 70.4 5761 70.1 507 58.1 084 04.4 568 50.5 664 08.0 551 41.1 881 54.1 511 30.1 884 51.J 538 31.8 081 50.6 534 Z Q o 90122 63.6 614 67.0 458 54.0 614 57.3 H8 47.0 614 60.9 Hg4 14.6 433 38.6 514 40.5 427 326 614 37.3 421 27.! 614 33.0E12 511 30,4 400 20.6 811 28.0 103 F sr) Z 0 BB In 54.2 152 55.7 404 45.2 452 47.0 368 38.7 451 40.8 3802 58.4 384 30.1 452 32.8 778 27.1 452 30.3 373 22,0 152 28.6 452 24.1 359 18.6 452 22.6 S55 X103 In 38.1 357 38.9 322 31.7 357 327 017 27.2 357 294 5127 25.2 3D8 21.1 357 22.7 303 18.0 357 20.8 290 15.0 3S7 18.0 357 10.2 207 11.0 157 15.0 283 W NIII In 35.1 130 35.8 306 26.2 33B 30.1 301 25.0 330 28.1 2D68 23,1 292 19.5 330 20.8 280 17.5 330 18.0 284 14.0 336 16.5 370 14.0 271 11.0 336 13.8 260 M W (n 1201n 27.7 2119 28.2 203 23.1 289 23.7 259 19.6 280 20.5 2569 18.1 252 ASA 289 16.3 249 13.8 289 11,9 240 11.8 269 12.8 240 B.B 289 11.4 238 8.7 269 10.! 232 (,) x Q O 0 z..U) 122 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: a m0�Q AnchorCe aG Table Iba ANCHOR CAP. 0 SWahale 27R Qncrde 35k Cam. R010w CMU FWd CMU PTWWd Mdd (DP-)X( )=ANCHOR CAP„� �' oU�¢�"7 31191 Etco L4 SS Eko yA6'Eko 114 SS E co 8710 Sled M12 Steel w1251ee1 MULLION CAP.. AnehorCllp Panama �"T� 311910co Ulmcm t/4'EkoUOracon Ullracen 3't6•Elcounram va•Ekourtmcon AggeGafa Uroacm AgJrmaa screw(05)Suew(65) WON(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E Dssteme On 11 2-Nr 1- 2-+Ir 3tf8' r 2-11r 1• 2-9r r 3.1187 r 0.48' 0.5x- 0324• CAPACITY REQUIRED"CORRESPONDING TO AN Embeftent n, 1314• taro• 1-74• iy4' r JAW 1•tI4• i-itV JAW 1.114' 1-114' r 1-39• fy87 vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchon 04.76•MIA O.C.1 Slard Onset Cl (R 1 ago los 3909s 450 ms 090 ma I6H Ibs VOIDS 280 Ins 354 ms 7401aS 3741Ds 664 In. 516 341IDS 442n m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Atetm 0 1.15•Mn O.C.)Sward(aIXaery CDp(Rg 4 480Ies 700@s NIA WA WA NIA 380 Rs NIA WA NIA WA WA BE2m 886186 1120 IbS CAPACITY(FROM THE TABLE)OF THE SELECTED 4822[1112203•Mts.O.C.I(1)2t6AngkC9ps101g3T 780 lbs 7BD AM 6Ba Abs 15M ms 16961Os 540 FOS SM= NIA 76010e 748109 Beg the 1892103 952 me 605 Re 11201hs MULLION.IT WILL YIELD A MINIMUM ANCHOR 9Anttnrs®0.45'MNr.O.C./UC9p,IM0.129'AYrm.(F WA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 1074 mt CAPACITY WHICH MAY BE USED TO QUALIFY 1AMfnrf FCllptR94 195M 196 Re 225 lbs 445 Im B22IDs 135ms 140 ma to In 3701bs 18710s 332 Its 473Ibs 171 DS 221116 26DIM ADDITIONAL ANCHOR OPTIONS FROM THE 2kKh%%01.15•MIrL0.CJFL (Rg 6) 240 ms 3w NIA WA NIA NfA looms NIA WA NIA WA WA 347 ms 4d2 bs 9L^ ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCT'RGVISED as wmplyingwilh She Florid N 1.000'-I Ruildhsg Code FIGURE 1: FIGURE 2: TABLE NOTES: Acciral olds«O'b Z{8.0.m e irationDatO X2l 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dy SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi 03&Pro" \\\\(1111If1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3 12622 ;I I !( rrr FIGURE3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. •t.,,•' �\C ;T • ® • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'is Nu.56705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,500" _ Q •Q (r CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED y -O'• r_/A U b r u!'- FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1-X 3.126'X.S'MULLION 'i7;�'• AL OR\lJ�f:•' II II (V VF MULLION) C` ''•.tOR LEAST,125"THICK AND 130,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'r �+ ' THE MATERIAL.010 ANCHORS INTO WOOD MAYBE STEEL,te•B S.S.OR 410 S.S. rIfISI C.J NA`A- �5\ I, A.LYIIN MILLER,P.E. FL P.E.#58705 TABLE 6A Mullion Capacity Table Ibsffi Opening Width(for vallically-spanring mullions)or Opening Holght(for horizontally-spanning millions) 501n 601n 701n Ba In 1 901n 1001n 120E 1401n too In 0 ReclanBular 1tap7Td-M Recialed r TraplTd-ii. Reclan0aler TroplTdeng. ReelangJer TrepfTdang. Reclertgulw TrepfTdenD. ReelangJar 7repfTdene Rectmguler TraWTrlm,. Rectangular TrapRdeng. Wangler Trep1111am. p� 1x4 x.126 Leading Lapdog Loading Lowing lnodrq Leafing Lnadng Loafing Lesd'ug Loedrp LeadnO Loafing lnedin9 Loadn9 Loafing Loadne Leadn9 Laadng V Alum,Tube € ',. i' '_ ,. .� .F .�' �'„ € �'� .. �'.. �' .E '_ .F .€,. ,. €� F '� JP LL MuIIIc" � �� � a� 9 9 9 110 g- A ilI � �� a � � �� � N y a� a� a� a a� g 2 s� z �� W 421n 170.0 620 170.0 435 170.0 144 170.0 478 170.0 060 110.0 608 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1188 170.0 521, 145.0 1489 170.0 521 127.8 1469 170.0 621 J W LU 48h 170.0 708 170.0 524 170.0 860 170.0 581 Vile 992 170.0 830 110.0 1133 170.0 681 170.0 1275 170.0 877 150.3 1303 170.0 BBO 110.3 1707 170-0 800 111.7 1103 170.0 880 07.7 1303 170.0 680 _ 0 m 113 50,525 N 170.0 747 110.0 383 170.0 698 170.0 631 170.0 1046 170,0 864 170.0 1195 170.0 723 158.1 1235 170.0 7l7 110.6 12.15 170.0 758 117.1 1235 170.0 766 100.4 1235 170.0 758 87.0 12N 170.0 760 W o g O 641. 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1118 170.0 764 154.4 1158 170.0 80.3 137.2 1158 170.0 837 123.6 1158 170.0 656 Ing 1168 170.0 861 S0.2 1155 170.0 881 77.2 1150 110.0 881 (p L. 00.0 H Bain 170.0 BBS 170.0 TO1 166.7 1042 170.0 707 1429 1042 161.1 832 125.1 1042 148.7 815 111.2 1042 138.5 601 100.0 1012 130.2 791 03.4 1042 USA 702 71.5 1042 125,1 702 62.6 1042 125.1 782 F to J J BSN 170.0 8311 170.0 745 151.2 092 167.0 BIB 128.8 982 141.4 769 111.4 602 111.0 782 100.5 992 121.4 786 00,7 992 111.0 748 75.6 892 IOB.4 715 84.0 092 100.0 7M 56.7 092 100,0 744 66 in 165.4 917 170,0 789 137.8 947 140.0 756 116.1 917 130.3 768 103,1 947 117.7 752 91.9 947 108.7 738 627 947 102.2 727 68.9 047 05.1 713 59.1 047 94,0 711 51.7 847 94.0 711 Z Z m C� C 721n 1350 849 1127 737 113.2 819 121.6 722 07.0 849 106.9 7D8 84.9 649 98.4 6% 76.5 818 $8.7 Me 87.0 049 82.7 675 66.6 849 75.3 659 48.5 540 726 652 425 BIB 72,4 651 ? LLI d pLU J 761n 115.6 782 120.7 fi63 96.3 782 102.6 652 52.6 762 90.0 640 72.2 762 60.9 628 81.2 762 74.2 620 67.5 762 89.2 813 48.1 782 62,8 602 41.3 762 59.9 597 36.1 782 69A 595 J (n o Z 70 N 106.9 724 111.4 834 69.0 724 94.0 621 76.3 724 02.0 009 68.8 724 74.4 599 59.4 724 66.1 691 53.4 724 63.4 5113 M.6 724 57.3 673 36.2 724 54.3 667 33.4 721 67.5 565 1 901n 89.0 613 71.6 403 60.0 543 60,7 474 49.1 543 52.9 408 43.5 613 47.1 455 386 W3 !28 452 3/.B TM7 446 29.0 643 31.9 418 74.0 543 32,1 470 21.7 643 30.7 428 2 Q Oz Q Z N 06 1, 77.3 476 58.9 427 47.0 478 49.7 419 40.9 478 43.2 412 35.8 47a 38.5 406 31.8 478 34.6 400 28.7 365 23.9 478 25,1 158 20.5 470 25.6 360 17.9 478 24.2 378 N p 00 108In 10.3 3T/ 41.1 341 33.5 377 34.8 335 20.11 311 30.0 330 25.2 377 28.6 325 22.4 377 24.0 321 20.1 317 16.8 377 19.0 310 14.4 377 17.1 301 jn r �r -lilt. 37.1 757 37.0 Y23 30.9 357 31.6 318 26.5 757 27.6 313 23.2 357 2l.4 300 20.6 337 22.0 704 15.6 301 15.1 357 17.4 261 S2 120 N 29.3 306 29.8 279 24.5 NO 25.1 274 21.0 396 21.7 270 18,3 308 19.2 267 10.3 306 17.3 267 U �( Q 1441n 17.0 212 17.2 T D.�`- z OU) ul ul TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: •- m 0 Anchor C acI Table b5 ANCHORCAP.,,=,4, g -7p-a 8u I te: 2.7k Concrete 3,5k Cone. Hot]"cmu FWed CMU PT wood Metol (DP,)X( J=ANCHOR CAP.,,, S I6'Eko 114'66 Ek.5118'Elca 114`44 Eko 4fO gleet 012 Steel s129ted MULLION CAP.,,,,,,,,, Anch.,Type: 3118'Elco Ulmcon V4'Eko Ulnecon 3118'Eko UWxon 1/4'Eko Wrecan AnchorCllp Patterns Ulacon Agi;.Golor Ullwcon A99reGator So' o08(O5)Sareal(GS) Be," 35) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Rslame(Ink T 21` 1' 2.1' 3410' 1' 2-11' t' I 2.11' 7 3-1fB' 7 0AW 0.54' 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN Efted ent(1n7. 1.314' 1.314• 1314' 1-311• 2' 1114' 1.114' 1.110 1-114' 1.114' 1-114' 7 vww 1-18- W, ACTUAL PRESSURE REQUIREMENT FOR THE 2A.ho.04.76'MN.O.C.I Standwd ar Oltset CIIp(FI9.1a2L 390IM 390 ba 4501. 8BO U1944 Ib. 2701. 280 1b, 3541ba 140lbs 374 IM e64 IM 9461s 3411bs 442 es 5601- OPENING,WHEN IT IS LOWER THAN THE MULLION 4An.h..02.25'Mo.O.O I Standardfor OBsen Clip(Fg.3): 700 lbs Too Iw 5801- 14t01M 05211, WA 560 IDS WA 6301- WA 8801N WA 682 lbs BS51bo 1120 P. CAPACITY(FROM THE TABLE)OF THE SELECTED BAxMrs®1,15'MIn.O.C.I Standard(or Olket)Clip(Fp.4), Wo 1. 1400IM WA NIA WA WA 7601- WA WA WA WA WA 138311, 17701- 2140 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Axhxs Q 3'Ml.0.C.1(2)2x5 Angle Glp.1(FI9.5): 7801M T60 W 68011, 15601M 18981M 5401N 5801- WA 7001, 7401- no Im 1892 lbs 6021- SOO IN 11201- CAPACITY WHICH MAY BE USED TO QUALIFY B Anchors 0 3'Mi.O.C./12)215 Anglo C9pa l 19.87 1170tbe 117011,6 10201M 23401- 2844 ren BION. BID bs WA 11401M 1122 A, 1320 Ea 28381- I= IN 1321 IM 1we w ADDITIONAL ANCHOR OPTIONS FROM THE 4 Axhus @ 0AW Mn.O.C.I UCIO.Into.12V AW.(Fig.77 WA WA WA WA WA WA WA WA WA MIA WA WA WA NIA 14301be ANCHOR CAPACITY TABLE PRODUCT REVISED 2 A.M.692 25'MN.O.CJ FCOp(Fla BT 350111 35016 290 me 7051- 478 bs WA 2B01be WA 315 b, WA 4!O IM WA 341 9,s 4421N SBO IM as complying with the Fluid. 4 Axhm®1.15'MK O.CJ FCtip ffta at 460IM 700 I0. WA WA WA WA 3601- I WA WA NIA NIA WA 00211, 1 805 be I 1120111 1.000' Building Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -`I I- Acceptance Nbl(r6219,05 Expiralion Date �L( TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: M1am1 de h9 t 1)SEE SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADWG.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��' 1% • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE j�.•'41C.[I4SF '•.F� • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" ),) 58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - FIGURE5: FIGURER: r FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ISTA75F ! 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' �:i S•'.,!'{OfttUl'.•'\C2• SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL 1 AT ANGLE CLIP FIGURES 586 MUST BE USED IN PAIRS. ANDSTU38 ALLL ANCHORS INTO METAL STO BEA MINIMUM GRADE 33 SHALL EXTEND AT EAST 3.045"THICK(18 )SCREW THREADS BEYOND.STRUCTURAL STEEL TO THE HE MATERIAL•#101&K nn)11L`\•` ( ) 1'X 4'x,125' A.LYNN 4LLER,P.E. 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.EX 58705 TABLE 7A � e Mullion Capacity Table Iloshe X� Y Opening Width(for verticaYysperr9ng mull ons)or Opening Height(far hon7ontalVspanning mld9ons) 0'a�ry Goin 001n 701n 80 L4 so in Ion In 1201n 1401n 1601. g9" u. 1%4X.376 RecWnpier ltnplfrlmg. Reclmguler TraplTdang. Reclangular TraplTrlmg. Rectengdm Trap/fdeng. Recten9Nar Tlaprfdan9• R.Wgular Tfapffdang• Reotagulm TraplTdeng. Reclepgdu T.prM g• Rectangular Tnepfr6mg. o KK� Alum.Tube Loading Loading Lmdrg Loading Loading L.np l.oadng Loading Laedmg Loading 'Loading Lowing Loadig Loading Loading Losdng Loading Loadrg SY rU &"T., r r r rMullion r p p p r F p r 4 r r r £ r r r LL a 8 r$ � 421n 170.0 620 170.0 436 1170.01 744 170.0 418 170.0 BBB 170.01 606 1170.0 992 Me 519 170.01 1118 17D.0 1 521 170.0 1240 170.0 521 170,0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 621 O W 48 in 170.0 7118 170.0 524 170.0 850 170.0 554 170.0 082 170.0 B30 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 860 170.0 1983 170.0 1380 151.0 2024 170.0 660 _ _ 60.0251n 170.0 747 170.0 563 170.0 696 170.0 631 170.0 INN 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 150.0 1919 170.0 756 136.6 1810 170.0 766 a w U) o 541n 170.0 797 170.0 812 170.0 956 170.0 691 170.0 the 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 15% 170.0 056 159.9 1789 170.0 581 137.1 1799 170.0 Blit 120.0 1799 170.0 001 CO M 601n 170.0 685 170.0 701 170.0 1063 170.0 797 Woo 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 155.5 1819 t70.0 1033 129,6 1819 170.0 1003 111.0 1819 170.0 1053 97.2 1619 170.0 1063 � (O J 631n 170,0 930 170A 746 170.0 1110 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1015 166.7 1542 170.0 1078 141.0 1642 170.0 1122 117.5 1642 165.5 1158 100.7 1542 187.9 1187 8BA 1542 167.9 1157 'J 66 In 170.0 074 170.0 789 170.0 1169 170.0 903 170.0 1304 170.0 1002 160.6 1472 170.0 1088 142.8 1472 160.8 1148 128.5 1472 158,8 Me 107.1 1472 147.8 Me 91,8 1472 146.0 1104 80.3 1472 148.0 1104 z U7 z m m 721n 170.0 1063 170.0 870 170.0 1275 170.0 1009 150.6 1320 156.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1008 105.6 Me 126.6 1049 88.0 13X1 117.0 t024 75.4 1320 1126 1013 66.0 1320 112.5 1012 Lil .r 761n 170.0 1122 170.0 937 149,6 1184 159A 1013 128.2 1184 139,9 991 1122 1164 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1104 93.1 927 56.1 1101 92.3 926 ? �I U dz Q J d 5' 7B In 188.1 1124 170.0 987 138.4 1724 147.0 985 118.0 1124 128.8 947 f03.8 1124 115.8 931 023 1124 105.8 910 83.0 1124 98.6 908 69.2 1124 69.0 690 60.1 1724 04.3 Bill 61.8 7124 07.2 870 F- J r 901. 108.1 811 111.6 750 90,1 814 94.1 738 77.2 041 82.1 724 67.6 814 73.3 712 60.1 844 88.6 702 61.0 BN 61.4 093 46.0 NI 84.2 678 38.6 814 60.0 860 33.0 BN 47.7 662 Z Q z O 961n 89.1 742 81.5 663 74.2 712 77.2 652 63.0 742 67.2 641 55.7 742 69.8 631 49.6 742 54.1 622 44.5 742 49.8 614 37.1 742 43.8 600 31.8 742 39.0 690 27.8 742 37.5 684 I- u3 u m 0 too In 62.6 5811 63.9 530 62.1 508 53.8 621 14.7 588 48.8 613 19.1 566 41.4 505 14.8 686 37.1 496 31.3 586 14.2 492 28.1 56fi 28.8 481 71.3 568 Z8.8 472 19.6 560 24.7 460 M o LLI 1111. 57.8 555 68.8 503 48.0 655 49.6 195 41.2 655 42.9 407 38.0 655 38.0 480 32.0 698 14.2 473 20.0 556 31.3 407 24.11 655 27.1 457 20.8 665 24.3 418 18.0 565 22.4 442 1< Y 1201n 45.8 475 46.4 433 38.0 475 39.0 426 326 NS J3.7 120 20.6 475 28.8 414 25.3 476 26.8 409 228 475 24.5 404 10.0 {T5 21.1 395 19.3 476 16.7 367 14.3 475 17.2 381 N 1441n 26.4 330 26.7 306 71.0 330 72.4 101 18.8 330 19.3 207 16.5 330 17.0 203 Q x Q (] TABLE 7B g z 0 s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: Of m f An her Ca eel Table(lbs) ANCHOR CAP. Bubsnale: 2.7k Concrete 3.5k Cone RWow CMU Filled CMU PT Wood Metal (DP_)X( )=ANCHOR CAP.,,, Sl6'Eko 114'SS Eko 5110'Elco 114'68 Elce 1118-1 152 Steel 1I2 Stem MULLION Anchor Clip Patterns Anchwlype� 7718'EkoUlhacon 1/4'EboUnmeon Nuam 3'18'EkoUllrocon t/d•EkoUnracm AggmGata Ullman AggreGutor Sarew(G5)Scr (G5) S=I(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdDe DMlance link 1' 2-112' 1" 2-12• 3418• 1' 2-17 1' 2-12' 2' 1118' 7 0.18' 0.54 0,324' CAPACITY REQUIRED"CORRESPONDING TO AN Embednmt MY. 1.314 1-314 1-374• 1-314' 7 1.114' 1-114• 1-u4 1-114• 1.1M• 1.114• r 1-16• 1-18• canes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors®4.7V Min.O.C.l Standard ar Met C4p(Fig.1822 3901" 390 I0e 450 lbs VMS 1644 ke 270 ms 280lbs 354 IM 740 lbs 3741M Bea the 946 Ns 341 lbs 442 IM 560 IM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 2.25'Min.O.C.!Standard(aO8se0Cnp(Ftp.3} 7001ts 100 lb. 5801bs 14101M 9521M WA 560 I WA 630 In, WA 880150 WA 602 IM 6851M 1120IM CAPACITY(FROM THE TABLE)OF THE SELECTED SAmhom 491.15•Met.O.C.I81aMerd(aCOseO Clip(Flom NO 14001M WA WA WA WA 760 lbs WA WA WA WA WA 1363 ms 1770lhs 22401M MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors®3'Min.D.C.I(1)2x5 Angle Cops I(Fig.6): 780 On 780 lbs 680 lbs 1560 lb. 1896 Ns 540 ill 66011» WA 7601M 748 lbs S801bs 16921bs 682 Ins 585Ibs 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anctms Q r Idln.O.C.1(2)2X5 Angle C11ps l(Fig.8): U701M Wells 1020 As 2340 lbs 2844 IM 810 lbs 040lbs NIA 11401. 11221. 1320 Bu 2850IM 1022 Hs 1327 lluM580 ADDITIONAL ANCHOR OPTIONS FROM THE 4 AncMn®0.45'Mh O.O/Ui21p,Into.125'AWm.(Fig.7Y WAWA WA WA WA WA WA WA WA WA WA WA WA NIA ANCHOR CAPACITY TABLE. 2Anch-@Z2VMIn.O,CJF.Cp(Fla.BY 350ka 350 ke 2BOIM 705lb. 47816s WA 2801ba WA 1151. WA 440lbs WA 3411bs !421M RRODUCTREVISED4 A."01.IV Min.O.C.I F-Cllp(Fp.91 4601. 70016s WA WA WA WA 3801. WA N!A WA WA WA 6621. B851M ns complying With 9u,Flocfd. Building NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •--1 1.062' --j 1.000' f-- Acceptance Code No O''9ZF$•o-j E piraf pate TABLE NOTES: gy FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miem'Dedo kOduct • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 411 Dodi;-''t I I • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4YNN • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4000, SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' NO.5070 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - _ FIGURES: FIGURE6: FIGURE7: R-- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :.L;•-•,(j0.• �6 it" • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE C1 :•,U • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE - ��•'. (TE • • 6063-T5 ANDBEAMINIMUMOF.125"THICK.STEEL STUDS TOBEAMINIMUMGRADE33AND.045' ,375" .375' �C-''•••.....• �.,;� THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS r �•,7"81()(,`1,\,•L" ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 1'X 4"X.375' "X.375' I VX 4'X.375' ANCHORS INTO WOOD MAY BE STEEL,1B-8 S.S.OR 410 S.S. "T'-MULLION MULLION A.LYW14�MILLa,P.E. FL P.E.#58705 TABLE8A ® �R. Mullion Capacity Table Ib9lftr Id u Opening Width(for lerticelly-spenning mullions)a r Opening Height(for 7lodmrllely-spannng mullions) ^a 501. so In 701n 601n 901n 100 In, 1201n 1401n loo in ( O RmtentMv Tr 0 Prot B ,4Var Trep/Tdeng. Reclan alar Tre Dan. RectwoOr Ire eng. Rectengula me Bang. Batten a g• W d 1.26"x eplTOanB- Rectangular Tre an. Rede g pr1 g plOterg. Roelenpaer TroplTtl pIT gW itatYlden Rattan ler TmpfRfang. Laadrig Loafing Loading Loading Loading Loadng Loadng Leading Loadng Leading Loading Loednl Loadng Loading laednp Loading loading Loadng sY 3.188"z .266"Mum F .s Tube Mull g a a� a a a � a� g a� a a�, s N a ^ a as a s a a< a I a as b o a a� a s IS g $ a.s t S€ , 3q �� a.€ (n a£m I- a. �� a �� s� �� z s 8 s s� a �� a a s� ai E a� �� z ". IUW-i 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 508 170.0 982 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 521 110.0 1488 170.0 621 170.0 1735 170.0 521 151.8 1769 170.0 621 _ W 48 N 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170,0 1133 170.0 681 170.0 1275 170.0 671 170.0 1417 170.0 680 154.8 1818 170.0 660 1327 1548 170.0 660 116.1 1548 170.0 680 50.625 In 170.0 747 170.0 563 170.0 696 170.0 631 110.0 1018 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 107.0 1488 170.0 758 139.21488 170.0 756 118.3 1468 170.0 756 104.4 1488 170.0 756 b U) 541n 170.0 797 170.0 612 110,0 958 170,0 691 170.0 1116 170.0 76{ 170.0 1210 170.D 803 167.1 1376 170.0 6]7 116.8 1378 170,0 656 122.3 1376 170.0 601 104.8 1376 170.0 861 91.7 1378 170.0 601 m rn o O 601n 170.0 685 170.0 701 170,0 1083 170.0 797 156.9 1158 170,0 878 139.0 1158 167,4 930 1238 1158 158.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 115a 144.8 905 IU17 co J S3 In 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 882 120.1 1051 1420 ale 106.7 5051 132.3 637 96.1 1051 125.7 830 80.1 1051 118.5 622 66.8 1051 119.1 621 60.0 1051 118.1 621 D- J 7 {, 661n 187.1 957 170.0 769 139,3 057 151.8 805 119.4 957 134.0 700 104.4 857 121.6 777 92.6 957 112.5 767 83.0 957 108.6 769 69.6 957 100.0 750 50.7 .957 98.9 748 62.2 951 98.9 748 Z J z m F9n 721n 1147 BOd 135.2 898 107,7 001 1112 681 91.8 004 101.3 671 BOA 604 81.1 680 71.5 1104 64.1 850 61.4 801 76.8 843 17.8 604 72.3 833 4e.0 804 89.9 829 40.2 804 69.8 826LU = � 761n t09A 722 114.4 830 91.2 722 97.2 818 78.2 722 05.3 BOB 68.4 722 76,7 598 60.8 722 70.3 508 54.7 722 65.5 580 45.6 722 59.5 570 39,1 722 56.T 665 34.2 722 56.2 564 J 781n 101.2 685 105.6 600 04.4 665 80.6 566 72.3 068 78.5 577 63,3 685 70,5 568 58,2 j33.0379 50.6 6115 60.1 653 421 685 54.3 543 36.2 685 51.4 537 31.6 685 50.7 830 Q F N Q o 00 In 65.6 515 66.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 8 330 515 37.4 471 27.5 515 37.1 413 23.5 515 30.5 407 20.6 516 29.1 404 X Z N 961. 64.3 453 65,8 404 45.3 453 47.1 397 30.6 453 41.0 391 33.9 453 30.4 385 30.2 9 27.2 453 30.4 374 22.6 453 26.6 368 19.4 453 24.3 360 17,0 453 220 356 004 •coi0elo 38.1 3511 39.0 323 31.5 355 32.8 310 27.2 350 28.4 313 23.5 353 26.2 306 21.2 4 19.1 358 20.8 3DO 15.9 358 18.0 293Wo335.133635.8 306 29.3 338 30.1 301 25.1 378 25.1 297 22.0 338 23.2 293 19.5 9 17.6 338 19.1 265 d' X 1201n 27.8 290 213 264 23.2 290 23.6 280 10.9 290 20.8 256 17.4 290 162 253 15.4 9 N Q 114 M 18.1 201 76.3 IB6Q z Q TABLE 8B ANCHOR CAPACITY ADJUSTMENT AnchorCa acl Table Ibs ANCHOR CAP.,,,,,,,,- subsimle, 2Tk Corcrde 358 Canc. Hdaw CMU FlnedCMU FTWOOO Meld (DP,)X( )=ANCHOR CAP,as 5119El 114-SS Exo 5116•Ero 114'SS Elco k10 Sled 612SIee1 4412 Slcel MULLION CAP.r ,,,, AnehorCllp Patterns Anc00r 7YPe 3�t6•E1coU9mcon vs EzoutOacan UBmcon at6'ElcOUnrdcal v4•Eko unman AggreGata UNWon Agpn:Ciala Sc w(G5)ScOm(G5) scr08(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Crslarce n) 1' 2.117 1' a 8' INA 2-112 t' 2-11Z 2• 3-im, 2 0.46' 0.5e 0.32C CAPACITY REQUIRED'CORRESPONDING TO AN EmDednenl n 1314• 1_314' talo' t-vt• 1414• 1-1/4' 1.114- 1-114' 7 1-304• la vales ACTUAL PRESSURE REQUIREMENT FORTHE 2 Ancrors®4.7.T MIn O.C.I Slandad a OBSe1C gt 390 ros 39D los 450 as as 28D los 354 as 74DIos 3741bs 6648n Bros tas 442 os F60 as OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMhm 4711.15•MIn O.C./slandard(a CMegc9p Mg.2y 480lbs 70D los NIA 380 Its NIA WA NIA WA WA 6821os ses tns 1120144 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctnn r�3'MIn.O.C.f )25 AnglaCtpll g.3) 780 as 78096 660 Ibs 1os 660 IM N/A 7601DS 749Ibs 88DBs 11192 ae 68zas BBS ms 1131 YCs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arctl5r9 'Ma.O.CI UCIIp.lnlo.W A1Um IOd NIA WA NIA WA NIA WA NIA WA WA WA WA 5430 W6 CAPACITY WHICH MAY BE USED TO QUALIFY f Arcrorl F,cap(Rg 5j 106as 19595 2251bs Ds 1401DS 171@9 370116 187 Ibs 332ae 473 ae 170101 221144 280106 ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancroa®1.15'MIn O.CIFLIP g6 240b1 350 W6 NIA 180106 N/A WA NIA WA WA 3d1 as 442106 560106 ANCHOR CAPACITY TABLE. PRODUCT RfiVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complying with 0,.Florida FIGURE 1: FIGURE 2: Building Code�lo"a2 TABLE NOTES: I--1.250'--1 Hxci�tl a•o3 P1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ByON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mia11 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' \� 1\.• �3Gf NJANGLE F 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. PID.507G5 .265" ': ... 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 C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T �^;. SITI E O' .:•��J: • 6063-T5 AND BEA MINIMUM OF.125•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND /` ''•��; O • • • .045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 3.766'X.265'MULLION 'i``',c• 7F;i • I t ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1104'VF MULLION) • #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYNN ME P.E. FL P.E.#55705 TABLE 9A W Mulllon Capaoity Table(lbste) "• Opening WWII,(tor vertIcalty-spanning mullons)or Opening H elght(for horizontalyapartrdng mUliolm) ^�, 506, 601n 701n 80 In 90 N 1001n 120 In 1401n 1fi0 N B#i O Rectengiter TrepTdanB Racwnguler Tnwrdanx ReclanguLar T2prrdeng. Rael9rgulm TneprTdln9 Rectangular Trep?dang. Rectangular Trsp/fdang. Rectangular Trep'Tdang. Re4.F1.r InWrdeng. IkWargtdu Tnp7Tdeng. 1.26 x 3.2a q X.1100 Lgeding Loadng Lcadn9 Loading Loadrg Lowing Laking Lcedrg LoedM Loadng Lead'ug Lg r'ne LOadng L-ing UM]rg taad.9 Laadig Loafing o cwi Alum.Tubs P _ �• _ _ _ � _ ;p^^ _ _ $•^ P _ �• _ _ a _ LL Mulllon tl 6 � ` � $ 'k � ` i9� yhB �g' ` �' fi B y�' � 'k B` N 00 f6�3 � @ 8 dp$ f k a ad s � a s 3 k� i dgdZ z arm (n (72 170.0 020 170.0 435 170.0 711 170.0 470 170.0 868 170.0 SOB 170.0 092 170.0 519 170.0 1116 170.0 521 153.1 1118 170.0 521 127.7 1118 170.0 521 10B.fi 5713 170.0 521 95.8 1118 170.0 521 0 W n 170.0 708 170.0 524 170.0 850 770.0 584 167.8 076 170.4 630 148.7 976 170.0 881 130.4 978 170.0 677 117.3 978 170.0 880 97.8 078 170.0 680 87.8 978 170.0 090 73.3 076 170.0 880 1 111 N 170.0 747 110.0 SO 170.0 898 170.0 631 150.7 027 170.0 684 131.9 927 168.5 708 117.2 927 159.1 899 105.6 927 156.3 696 87.8- 927 158.3 695 75.4 927 156.3 695 65.8 027 756.7 695 _ Cf) 54 In 170.0 797 110.0 012 151.5 909 Me 691 132.6 869 153.9 B53 IWO 660 141.8 669 103.0 669 134.0 660 92.7 969 129.8 054 77.3 889 128.8 652 68.2 869 129.8 652 57.9 BBB 128.0 652 UJ O O 0 n 143.2 716 153.8 634 119.4 746 132.3 620 102.3 746 117.6 608 89.5 748 107.0 599 79.6 745 101.0 692 71.6 746 08.6 587 59.7 748 93.3 583 51.2 746 93.3 587 44.8 746 93.3 503 n 127.7 017 132.e STB 10J,1 8}7 177.2 566 BOA 877 100.4 655 77.3 877 81.4 618 88.7 877 65.2 579 81.9 871 81.0 531 51.8 077 71.0 5Z8 14.2 677 78.7 529 30.7 877 787 628 f- (.)n 107.8 811 114.1 630 BB.1 617 97.8 610 78.8 017 68.3 SOB 87.7 817 TB.J 600 59.0 817 72.8 IB4 57.6 017 86,7 409 d/.6 BIT 61.1 183 38.4 817 fi3.7 IB2 73.8 617 63.7 102 LU , 62.9 516 07.1 450 69.1 518 74.2 440 59.2 518 65.2 412 Ste 518 58.8 425 46.1 516 64.2 419 41.4 518 50.7 414 345 618 46.6 408 29.0 Me 45.0 405 26.9 518 45.0 405 ZNZ 65 73.7 406 58.1 485 62.6 398 50.3 485 54.9 390 441 465 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 485 38.3 367 25.2 465 36.5 364 22.0 455 76.2 367N 85.2 441 60.0 387 54.3 441 61.7 370 46.6 441 60.8 372 4ea 441 46.4 368 38.2 441 41.8 380 32.6 411 38.7 350 27.2 441 74.9 318 23.J 441 33.7 346 20.4 411 J27 345 V Z in 42.4 332 43.8 285 35.4 332 31.0 289 30.3 332 32.7 284 28.5 332 28.8 280 23.6 332 28.1 276 21.2 332 24.1 272 77.7 312 Z1.3 268 15.2 332 19.8 262 13.3 372 18.7 260 Q ON 35.0 291 35.9 280 29.1 291 3D.3 256 25.0 291 26.4 252 21.9 281 23.5 Z48 i9.d 291 21.3 241 17.5 201 19.5 21112.51n 21,8 2J0 25.1 208 20.6 230 21.1 205 17.5 230 16.3 201 f6A 210182ZN 22.8 218 2J.1 107 168 210 19.4 19110.2 2fB 16.8 191 71.1 270 14.8 180 NN 17.8 187 18.2 170 14.8 187 15.3 187 (jJ07 O� x Q N Q (7 ag� ZOO O TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: ' " ma Anchor Capacity Table([be) ANCHORCAP.,.,,,,•..• o�a'� su941m1e: 2.7k Colxrele 3,5k Cann. 11000,v CMU Filled CMU PT Wood Metal (DP,)X( >=ANCHOR CAP.,,, 5Un Elco 114'SS Eko 5116•Elco 1/4'sS Elco 810 Slael #12 Steel #f 2 Sled MULLION CAP.,,",,,,,,E Anchor Cllp Pattern Ancnalype: Y18'Elw Ullrecon 114*Elco UlOa4an Unacon 3718•Eko Ullrecon 1r4•Elco unrecon AOOraG.1. Ulbwon Aipeoalor Screw(C5)Scmw(05) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Oislance(nk 1'f7780 7• 2-1/r 3418' 1' 2-I)r 1' 2-Irr 2• 3-118• r 0.48• 0.54' 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embedment( 1-3/ 1.314' 1.3x4• 2' 1.114• 1.114- 1.114• 1-714' 1-114• 1-114' 21 tare• fare' fedea ACTUAL PRESSURE REQUIREMENT FOR THE 2Anehm@4.75•Min.O.C.I S13nderd err Onset C7p(Fig.1k 390 ft 450 ws 890lb. 1644 lb. 270 d3 200 lb. 354 1b! 740 lbs 374 IM bas lb. 946 I60 341 lba 442163 560 we OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctxxs®1.15'MIO.O.C./Slerlderd(M GaseO Clip(Ftg.2k 490 WA WA NIA WA 380 lbs WA NIA WA WA WA 692(Do 8851bs 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchor6 Q 3•Min.O.C./(2)2x5 Angle Clips/(Fig.3k 78D s Geo we 15W w3 18981bs 5401m Seer. WA 760lb, i4816s 8o Ibe 1892 lbs 682Ibs 8851bs 1120lbe MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Archers®0.54-Min.O.C.r U4lp,Info.100•Alum.(Fig.4y WWA WA NIA WA WA WA NIA WA WA NIA WA WA 950nw CAPACITYWHICH MAY BEUSEDTOQUALIFY tAwhorrF-0Ip(Fig.5k 195s 2251b0 445100 822160 135lbs 140IM 1771bs 370IW 187In 3321bs 473lbs 170 ws 2211bs Z60IOs ADDITIONAL ANCHOR OPTIONS FROM THE 9QI-158 ln.O.C./FQOl lg.6). 240 B WA WA N/A WA 190tH WA N/A WA WA WA 341 Po3 dd2lhs 500 w.s ANCHOR CAPACITY TABLE. ?RCDUC'r REVISBD m complying wilh Iho Florkla ode FIGURE 1: FIGURE 2: 1.250" Building n Dal TABLE NOTES: Bxcilet?on Da1e�-�1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dad°lloduct 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: :.tn�\`l .......rqe ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' ;.�,.•�fGFNSC''•.Fri 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. No.,}3705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •100" FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 7 SIA • 6063-T5 AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �� •., -'' • ,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ' X` ••.F?OR7DI:'••',`%j,• • • • 1.z5 x 3.2s"x.1oo' •4„ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. T1•, 1110 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION Ur.r • A.LYNN MILLE??�,P.E. , FL P.E.#56705 TABLE 10A off n Mu111on Capacity Table(IbsRli) 194 Opening Width(forvedice"panning ml/lions)orOpening Haight(larhori2ortelly-spending mllllons)50 in Coln 70 in Nin 90n 1001. IN in Man 1601n126X324 RoclangularTrepTriarg. Rldangulat TrapRuler Trdong.. R.dangaP/rdang, -11-11Treprrdarg. Rectangular Trapfrdmg. RW.Nnlar Trep/frim,. Rectangular Tmp7dang. Rodangular Tmprrdmg. Raclonguiv TrapTriang. ax-624 Loading Loading Loedng Loading LaedngLoading Loadg Loading Loading Loafing Loading Loading Loading Loa&g L.Wdng Loading Loading LoadingLLI Alum.Tube .>; .S .F S k' .L' a .>; .F a .b' .�• = �• .& .F .S Mull �"^� �2 :� e� a€ �� "sa a �� :� eG U e2, a s� a sg e€ ea &ALO e u e G u 8 v u e u" u a u u e u u d u g v .� V) " ° m w s'� Zed 421, 170.0 620 170.0 435 170.0 744 170.0 418 170.0 868 170.0 606 170.0 992 170.0 519 170A 1116 170.0 621 170.0 1240 170.0 521 IT0.0 1488 170.0 521 1700 1735 170.0 621 170.0 7983 170.0 521 0 W dB in 170.0 lOB 110.0 521 170.0 050 170.0 SBI 170.0 992 170.0 670 170.0 1133 170.0 661 1700 1775 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 660 169.7 1979 1700 680 148.5 1979 170.0 680 J W 60.625n 170.0 747 170.0 567 170.0 096 1700 631 110.0 1046 170.0 684 170.0 1195 170.0 723 1700 1345 111)0 747 170.0 1,494 170.0 766 170.0 1793 170.0 756 1525 1877 170.0 756 133.61 1077 170.0 766 W 'J o 54 in 170.0 T97 170.0 612 170.0 956 170.0 691 170.0 106 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 637 110.0 1594 170.0 656 156.4 1759 170.0 861 134.1 1759 170.0 861 117.3 1759 170.0 061 m 0 0 60 in 170.0 085 170.0 101 1700 10W 170,0 797 170.0 1240 170.0 878 110.0 1617 170.0 9N 161.1 1511 170.0 996 145,0 1511 170.0 1033 120.8 1611 170.0 1063 103.6 1511 110.0 1063 90.6 1511 170.0 1063 63 in 110.0 930 170.0 745 170.0 1116 170.0 050 110.0 1702 170.0 940 156.6 1370 17D.0 1016 1392 1370 1700 1076 125.3 1370 164.0 7082 1D4.4 1370 155.9 1072 89,5 1370 1553 1070 163 1370 155.3 1070 lL J 0 661, 110.0 916 170.0 )89 170.0 1169 170.0 90] 155.6 11.48 170.0 1002 176.2 12.46 160.6 1013 121.1 1248 147-1 1000 108.9 1248 139.0 989 90.8 1218 130.4 970 77.8 1249 129.0 976 60.1 1249 129.0 975 Z m 0 721, 167.0 1049 170.0 gig 139.9 1019 150.2 892 119.9 1019 1]21 875 106.9 1049 119.1 860 932 1049 109.7 040 83.9 1049 1027 838 69.9 1049 94.3 625 69.9 1019 91.2 820 52.4 1019 91.1 BM J g y 0 76 in 142.1 941 149.1 822 118.9 941 1268 805 101.9 941 111.2 791 09.2 911 700,0 777 79.3 911 91.7 766 71.4 941 85.5 767 59.6 941 776 744 61.0 941 16.0 737 44.6 911 73,3 136 7 J Z m 781n 1320 694 137.6 787 110.0 894 116,9 767 94.3 894 102A 763 02.6 094 91.9 740 73.3 894 84,1 730 66A 994 70.3 721 65.0 B94 10.7 707 47.1 094 67.0 701 41.3 894 66.1 698 90 in 05.9 671 00.7 696 71.6 671 74.9 585 61.4 671 65.7 575 63.7 671 50.2 566 67.7 671 529 SSa 43.0 671 48.6 551 35.8 671 43.1 639 30.7 671 19.7 531 26.9 671 37.9 526 Z � Q N O 961, i0 .0 690 72.0 527 89.0 590 61.4 Sig 59.6 590 53.6 509 M.3 690 47.6 502 393 590 43.0 791 35A 590 79.6 488 29.5 590 34.1 477 75.3 590 31,6 469 227 590 29.6 466 Q X Z 1081, 49.7 466 50.6 421 41A 166 42a 414 36.5 466 37.1 40B 71.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 ]91 20.7 466 77.5 ]82 17.8 466 212 375 15.5 666 195 370 N F 111 in 45.8 611 46.7 400 ]82 411 39.3 397 72.7 441 34.1 7117 23.6 441 30.2 382 25.4 441 27.2 776 22.9 W7 26.9 772 19.1 4N 21.6 367 16.6 M1 193 356 14.3 b1 17.6 151 w Cl) Jf 120 in MA 370 36.9 344 70.2 370 31.0 339 26.9 378 26.8 371 22.7 378 23.7 329 20.1 370 21.3 725 18.1 ]7B 19.5 321 15.1 378 16.7 311 nl x � rY 143 in 21.0 262 21.2 262 17.6 262 17,0 239 16.0 262 15.3 236 U N Q 7 ?> TABLE 103 z'O s0 AnehorCapeelty Table(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,,,,., 5lA6tmte 2.7X Lbrcme 35XCOnc. NDODM'cMu Fn1e6CMu RT wood Melzl (DP)X( )=ANCHOR CAP.,," HIE FIcO 174.55 E3ro WS'Elco V4•SS EI(0 010 SIe9 alt steel 012 Steel MULLION CAP_.,wa AnchorCllp pdtema Anclw type 351E Elco lmram V4•Eeounmcon unmcon 3'tE Elco uamcm v4•E1co Uamclln AggeGator Ullman AggreGalor Strew(G5)S.rim(G5) scraa(GGI USE THIS FORMULA TO OBTAIN 7HE'ANCHOR Edge Dstame on 1• 2.112' 1' 2-112 3.11E 1• 2-Br 1' 2-irr r 341E r 0.48' 057 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN FmledOad n talo• 1x14- i3f4• 13'4• 2- 1-114• 1.1/4• 1.114• IA14• 1414• 1-vc r 1316• lura vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2Amr.R @ 4.75 Mim O.C./Stamad a OBBel CBp ffig tt 390Ins 39D Iia 450 m5 890 Lbs 1644 lbs 270 ms 2m IDS 354 109 740119 374149 664 68 045106 3"IBS 442 Na 560166 OPEN IN G.W HEN IT IS LOWER THAN THE MULLION 4Anthols Q1.15•MIn.0.111 Slaneard(or Oftel)Up 092y 480 Itis 700 Me NIA WA WA NIA 360 Its NIA WA NIA WA WA m2 ma 885 as 1120me CAPACITY(FROM THE TABLE)OF THE SELECTED dArc7as®3•MinO.C./(2)2a5Ang Zllpsl{flg3y ?Wibs 700 me Egg ma 15an116 legalbs 640lbs 660106 NIA Tho la 748bs amm 1a92ma 682bs am Has 11201118 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AMFFrS @ .61'Mn.O.C.I UC/p.n1o.100•Alum.0`I%47 NIA WA NIA WA W NIA WA NIA WA NIA WA WA NIA WA 060 ms CAPACITY WHICH MAY BE USED TO QUALIFY I Aritt"I FCIIp OgSy 195 ms 196M 225115 445m6 822 ma 135 bs 140 ga 177147 370115 1372. 332 Ina 41311E 170 me 221 min 2110 W18 ADDITIONAL ANCHOR OPTIONS FROM THE 2AnChM®1.15-Min O.CJ FCip(710 210 bs 350116 WA WA NIA NIA 190It18 NIA WA I NIA I WA I WA I 341109 442 gin 1 560147 I ANCHOR CAPACITY TABLE. FROF7UC1'REVISED us complying with she Fluddi1 FIGURE I: FIGURE2: ACCepjylc�16-bwe'.65 TABLE NOTES: t26O" Ex irelion Dal. 741! • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi em-Dade w[fuM OORtr 1117777 lir FIGURE 3: 2)LINEAR INTER POLATIONBETWEEN MULL LENGTHSAND/OR OPENING WIDTHS ISALI.OWABLE. ;\\1�C�.( L fV ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" '.•'V1GEIJ 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. No.5870:1 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL "U•••' L/ '�j b• L41`; FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4Ll ' '•)) yJ •_�y1" • 6063-TS AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �;(�l).''•./CLIRID�;.•' ('.y-;•; • • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL '��,�,, ••.•••• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25'X.624' �/2'v'i()j•J n�-��-,1` • #10&412 ANCHORS INTO WOOD MAY BE STEEL,1118 S.S.OR 410 S.S. MULLION A./LYMilvILLA,P.E. FL P.E.#58705 TABLE1IA Mullion Capacity Table gbiNe) RJR i Opening Width(farvBRicalyipanning millions)or Opening Height(for hori2olla"ponNlg millions) 60 in 60 in 70 in BO in 9061 100 in 1201, 140 in 16oin � LLO 126 x3A4 Reclengudr Tr�frleig. Reclnngular TrnplT&no Rednngular TrapTdang. RcUenguldr Trapf ieng. Racteng.4wr Trrprldeng. Redaryuly Traprrriaog. R.U.M.I.r Trap'rriana. Rectanpulor TrapUdeng. Reclangder Trrp7rlang. C Coning Lowing Loading UrZ&g LoadMg Loading La ring Lowing Loading L.edng Lowing L.Mig Laoang Lowing boding Lording Load,g Landing x.624 Alum,Tube .E ^, .� 9,_ '&' .�' .F '� .S 8 .. .F .bE E S .F .S .b• b' 3 'E,. 5 E., .E .g_ P .ia.. �'., a ti Mullion a �@ a 8� u �a 11 130 8 :� B ;a �� :� T_u ua u u$ u u u_ u' u u u� u' u" E u ❑a E g'a sP 'd & $1 .aV t s`� �> % s'' a =a PQ sg rn ��l�m w sa �'« € d`« a a « fA d`a fa �« �A O 42In170.0 620 170.0 475 110.0 744 170.0 470 110.0 668 170.0 506 1]0.0 992 110.0 679 170.0 1116 170.0 621 110.0 1240 170.0 621 1700 1468 170.0 521 1T0.0 1735 170.0 621 170.0 1983 170,0 521 W dB in 170.0 706 170.0 524 170.0 850 170.0 601 110.0 992 110.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 560 170.0 1700 170.0 680 170.0 1963 170.0 630 170.0 2267 170.0 680 _ i 60.625 in 110,0 747 170.0 563 170.0 B96 170.0 631 170.0 1046 170.0 684 170.0 1195 1100 723 170.0 1346 1700 747 570.0 1494 170.0 755 170.0 1193 170.0 756 Vag 2092 170.0 756 170.0 2391 170.0 756 64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 807 120A 1414 170.0 837 170.0 1594 170.0 856 170A 1913 170.0 861 170.0 2731 170.0 361 160.2 2407 170.0 661 LL CD❑ O m 60 In 110.0 885 170.0 701 170.0 1063 110.0 791 110.0 1210 170.0 078 170,0 1417 170.0 944 170.0 1694 170.0 996 170.0 1711 170.0 1033 170,0 2125 170.0 1067 1187 2167 170.0 1063 129.8 2163 170.0 1063 63 in 770.0 930 170.0 74S 1700 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1613 170.0 1076 170.0 1859 17x0 1122 156.9 2060 170.0 7169 134.6 2060 1700 1171 117.7 2060 170.0 1111 LLJ c65 in 170.0 976 170.0 789 170.0 1169 770.0 903 170,0 1764 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1918 110.0 1210 7610 1966 170.0 1275 1226 1866 170.0 1206 107.2 1968 170.0 1268 g 5: J 721. 170.0 1063 VGA 678 170.0 1276 170.0 1009 170.0 1408 170.0 1126 170.0 1700 170.0 1228 2351 34 170A 1315 138.776In 170.0 1122 170.0 937 170.0 134fi 170.0 1060 1fi8.5 1556 170.0 1209 147.6 1fi56 166.2 1285 56 151 5 126fi 117.9 1555 t/17 5251 983 7566 128.3 1229 612 155fi 1723 1219 77.7 1556 121.2 1256 o rcZ 76 in 110.0 1151 170.0 961 170.0 1381 170.0 1116 155,9 1477 tfi9.3 1215 136.4 1477 152.0 1221 77 1]9.1 1206 109.1 1677 129.5 1191 90.9 1177 116.9 1169 77.9 7477 110.3 1156 6e.2 1171 109.3 1151 Q a •t Z rr 901n 142.0 1110 146.5 985 1184 1110 123.9 960 101.5 1110 107.9 251 88.6 1110 96.3 936 10 87.5 922 71.0 1110 OO.T 910 59,2 1110 11.3 891 50.7 1110 656 970 44.4 1110 62.7 ON N o96 in 157.0 975 1203 872 97.5 975 107.5 856 63.6 975 06.3 642 732 975 78.6 829 6 71.2 817 58.5 975 65.1 807 40.8 975 51.4 iB9 41.8 975 523 776 36.6 916 49.3 767 Qx �IN in 82.2 i11 81.0 696 68.5 771 70.1 685 58.7 771 61.3 674 SIA 711 64.3 664 1 43.0 655 41,1 771 44.9 641 34.3 771 33.9 672 29.4 771 35.0 621 25.7 771 32A 612111 in 75.7 730 77.7 661 fi7.f TJO fi5.0 650 61.1 730 56.3 640 41.3 730 49.9 631 0 45.0 522 37.9 730 41.1 614 31.5 730 35.6 600 27.0 730 31.9 589 23.7 730 29.6 581 W120 in 09.9 624 61.0 569 49.9 626 512 SW 42.8 626 44.3 552 ]i.5 624 79.2 546 26 357 631 30.0 624 32.2 571 25.0 621 2},7 519 21.4 624 24.6 509 18.7 620 22.5 501 X y144 in 34.7 477 35.1 400 23.9 433 29.4 395 24.8 633 25.4 390 21.1 177 22.4 ]85 37 20.0 381 17.3 433 182 376 V N Q ' 0 2� Z TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: 9i� 19W Anchor CepeeltY Table([be) ANCHOR CAP.__ F o •� � 3u04trale 2.TkNlY(ae 3.6kcont I1dbwCMU FII*CCMU PT Wood Mia (DP,)X( )=ANCHOR CAP... S16'EICD 114.65 Eko YI6'Elco 1/-0'SS Elco Nf061ed 6{251ee1 612 Steel MULLION CAP.,_,_ AnehorCBp Patterns AttrorType. &16•Euou9rdcm us Ekouaacon UBrxon V67 Elea Urtracon va•EkoUardcon Agg1lidor ualacon Agg.GEIor scne (06)screx(t, Sat4v(C5) USE THIS FORMULA TO OBTAIN THE"ANCHOR E Clslame n 1• 2-12• 1• 2417 3.118• 14 2-112 1' 2-117 2• 3-118' z 0.48• 0.54' 0.320 CAPACITY REQUIRED'CORRESPONDING TO AN Embednad n lar4• taro• lard• tare• r t-v4• 1-vr t-v4• 1-14• 1-tr4• +-v4• z tea• fare• votes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AmhM @ 435-Milt O.C./Slanda0 a O63etC g.1 39D lbs 390 IM 450 Los 890 Ibs 1644 Fm 270 ns 280106 nibs 740109 374 IDS 664 m6 946 pB 361 ms 442M 560105 OPENING,WHEN IT IS LOWER THAN THE MULLION , 4 Archers iA5•MIe O.C.I SIW4aM aaan Clip Ong.4 460 ms Tonka NIA WA NTA NIA 380 im NIA WA NIA WA WA 6821as 38516 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED 4arcrors a'MIn.O.c.l 2.sarola I p3Y 7861M Ton lbs Geo as IsfiO to 1896lbs 54D1bs 660 lbs NIA 760 Its 748 lbs eaD las te921b5 632 ros US s J120 Ica MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcrors 0.57 MIO.O.C./UCil,Irllo.lOP Anm 4Y NIA wA NIA WA NIA NIA tUA NIA WA NIA WA WA NIA WA 1267 nm CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcrorf FC9p a 5j 195105 1416 Nc 22SIDS 445104 822 IM 1351bs 140165 777 n9 370lbs tel lbs 3321rs 473106 170109 221 los 28010, ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancrors 1.1R MIn O.C7FCn p 6Y 2401os 3501M N!A WA wA NIA 190105 N/A WA NIA WA WA 341109 642 ke 660 E4 ANCHOR CAPACITY TABLE, pRODl1CT REVISRD a5 rnmplyina wilh the Floli& t250" Building Code FIGURE 1: FIGURE 2: A-IIA llae No KO�OxI$ TABLE NOTES: expire'ori Date ?fit► • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mia Dodo Product 1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, •,771111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. �����.•`'7��•(2N SE �� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS .4 ' r ' Fe I BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.,78705 1, 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND G GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL O•'• D �0 LLl FIGURE 4: FIGURE 5: FIGURE 6: = '•, gfAfGOF BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE . 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND4" ..045"THICK 18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125'THICKAND A36.ALL '"1' S ••••••• - ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /7rSs�/(.)AJ1(-C #10 ANCHORS INTO WOOD MAYBE STEEL,10-B S.S.OR 410 S.S. 7.25•%3.94'X.824" A.LYNN;MILL�R,P.E. MULLION FL P.E.#58705 TABLE12A Mullion Capacity Table Ib6Tt12 a � Opening Width(for\BlticaYyspanningmillions)or Opening Height(for Forizontally-spamingmillions) �, Y 501n 601n 701n 60 N 001n 1001n 120 In 1401n 160 in Recfangelm TreTJTrIv4. RadetgWar Trep/Rlang. RW,ir user TraprTdarg. Recteng,d& Trap7Mang. Reelanguler TrepRdan9. Reole�A6r Trap'Tdang. Reolan9dar Trepr7Harg. Reelenguiar l7eprtdatg. ReelangWar •flep7deng. 2x4x.26 Leafing Loading Leading Loadng loading Loadng Lowing Loafing Loading W.drg Loadng Loading Left Leading Loadag Loading Loading Loafing Alum.Tube a Mvs;.-. £•� .F £ £ £0,.. .. ,. •a ,. .�' F� £ £ £ £ £ £ £ £� 6 Y Mullion d d b 5 d a9 B da d ae b ati 6 �9 r5., o 3„ ago " 3 c�` N LL � a'S � H.� ��' bE a� g a� � ��' r• �' � � �� �� � sE a s�' s� r s e =� � _� � E f sem. x 4: ��. ¢ s� d` s rc s s rc s s s s rc U) tu z 421. 170.0 620 170.0 415 170.0 TN 170.0 476 170.0 888 170.0 506 170.0 992 170.0 518 170.0 1116 570.0 621 170.0 1210 170.0 621 170.0 1486 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 0 11,.n 170.0 TOB 170.0 521 170.0 650 170.0 554 170.0 892 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 677 170.0 1117 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 660 170.0 2267 170.0 680 W J W 170,0 747 170.0 683 170.0 890 170.0 411 170.0 1048 170.0 864 170.0 1185 170.0 723 170.0 5345 170.0 747 1740 1494 170.0 758 [14 7783 170.0 768 170.0 2092 170.0 7511 170.0 2391 170.0 758 _ N 170.0 791 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 00.1 170.0 1434 170.0 637 170.0 1594 170.0 058 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 W oo O 1740 BB5 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 918 170.0 5417 170,0 9N 170A 1584 170,0 BB6 170.0 1771 170.0 1033 2125 17(1.0 1063 170.0 2478 170.0 1083 180.8 2880 170.0 1087 m J 170.0 930 170,0 745 170.0 1116 17D.0 850 170.0 1302 170A 040 170.0 1460 170.0 1016 170.0 1873 170.0 1078 170.0 1859 170.0 1172 2231 170.0 1168 168.7 2553 170.0 1171 145.9 2553 170.0 1171170.0 074 170.0 789 170.0 1189 170.0 603 170.0 1364 1740 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 2338 170.0 1275 151.8 2437 170.0 1286 1329 2437 170.0 1268 m cj20. 7. .0 1063 170.0 870 170.0 1775 170.0 1009 170.0 1488 170.0 7128 170.0 1700 170.0 12271 170.0 1913 170.0 1315 Vito,2125 170.0 1387 218! 170.0 1480 124.8 2184 170.0 1520 108.2 2184 170.0 Ism z w .0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1'70 170.0 1209 170.0 1784 170.0 1322 185.1 1860 170,11 1421 148.8. 1880 170.0 1505 1880 181.8 15N 108.1 1980 164.0 1635 92.9 1980 162.7 1531 W a m .0 1151 170.0 967 170.0 1381 170,0 1118 170.0 16 11' 170.0 7250 170.0 1842 160 152.7 1881 170.0 1174 137,4 1681 18J.1 1600 114.5 1681 117.3 1473 08.2 1061 139.6 1{69 85.9 1801 137.8 14'51 JQ rlaj Os-. 0 1326 170.0 1144 148.1 1398 158.0 1218 127.8 1398 130.0 1190 111.H 1306 89.4 1JeB 110.2 1162 69.6 1396 101.8 1147 74.6 1388 89.6 1722 87.9 1390 82.7 1105 65.8 1396 78.8 1088 Z J r J Q p1 O 7.4 1229 161.5 1098 122.9 1228 127.6 1079 106.3 1228 111.2 Lost 92. 1218 61.9 1228 89,6 1029 13.7 1229 62.4 1016 61.4 1229 72.2 093 62,7 1228 65.9 ST7 48.1 1220 62.1 067 F �Z C-4 G 3.5 971 105.6 877 66.3 071 60.0 862 74.0 971 77.2 649 64.7 971 67.6 071 61.8 826 61.0 071 646 815 43.1 971 49.0 796 37.0 971 44.0 782 32.4 971 40.6 771 (n N w 30 ,4 81997.3 032 79.5 919 61.9 610 86.1 919 70.9 808 69 810 53.0 810 56.7 784 17,7 Bf9 51.6 774 J8.7 910 44.6 758 34.1 919 40,2 7{2 28.8 918 37.1 732 6 766 78.s 716 62.8 788 61.6 705 53.9 788 65.8 805 47,2 780 I1.B 788 4{.1 677 J7.7 788 40.5 888 31.6 788 74.9 653 27.0 768 31.0 641 23.8 788 28.4 671 j 144 In 43.7 548 44.2 504 36.4 648 37.0 498 31.2 546 31.8 491 27.3 616 24.3 616 28.3 479 21.8 648 22.9 474 10.2 648 18.6 464 166 546 17.2 455 13.7 546 13.13 NB Q x N Z BLE 12BANCHOR CAPACITY ADJUSTMENT FORMULA/ O z0 AnchorCa acity Table(Ib•) ANCHOR CAP.,,.,,,,, _ Substrata 271,COrcrtve 061,cant. HOII CMIJ Fused eLlu Prwood Metal (DP,)X ANCHOR CAP.u, N 5116'Elco 114'SS Eke N1C Elco 114'SS Elco N10 Sled N12Sleel #12 Steel MULLION CAP...,.,, ) F S N Anchor Type &1V Emo ultwon v4'Eke U#ncon ?iv &WElcOUIMM 44•EkOIJIdaon ygStrew(05) ( ) (G5) Straw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Cllp Patterns AtlgeGdor udm- A reGalor Scmw GS Scfe. E nslame n 1' 2-1120 I 1' 1 2442- 3-1f' 1' 2-v2 1' 2-117 2 3.110' 2 0.46• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embeanet6n 1-314• 144• 1 1ar4' 10.40 Y 1.114' t-vr 1.1140 1-114' 1114' 1-14' r I-w tare' tales ACTUAL PRESSURE REQUIREMENT FOR THE 2A We 479'Min O.C.I Standard 01COM C1 1&2Y 300 IDS 1 390 na 1 4501)S C90 Its 1644les 27010$ 28D Its 354 ms 74010$ 374 IDS 664106 9466. 34510$ 412 tbs 5601os OPENING.WHEN IT IS LOWER THAN THE MULLION 4 AK11ars 6 2.68•Mtrt O.C./Sleteald 0r Wse1 Gi 3) 74010$ 740 V. 630 Los 1465 lbs 1424 Na NIA 560 a9 N/A 60510$ NfA Sao Ib$ WA 6521bs 88511. 112D Inf CAPACITY(FROM THE TABLE)OF THE SELECTED 6Archas 6b 1.71-Mi.O.C./SIwaard terOtaet c 68510$ 0501 75811,9 1946105 NrA NIA 705 g. NIA 79911. MIA WA -WA 10221M 1327 Ms law IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Am he. TMln.O.C./ 215A W I MOMS 7 600129 15M" 1896166 DIM 6w� NIA 76011. 74910$ 880 Its 16@108 682 ns BBs lbs 1120 I0s CAPACITY WHICH MAY BE USED TO QUALIFY 6Arc1nn TMIn.O.G1 200 " 1 1170129 1170106 1020109 2340 IDs 2844 ms at 6 040M NIA 114011. 1122Os 132D lbs 2838 It. 1D221ns 1327 IDs 1680 lea ADDITIONAL ANCHOR OPTIONS FROM THE 9 Arc inn 1.34'291..O.C.IUL Info,129'AMm. NIA WA N/A WA N/A NIA WA N!A WA N!A WA WA N'A ILA 073 ANCHOR CAPACITY TABLE. 6Arcrois o6V Min.O.C./UL Into,Ulf Num. .8 NIA WA NIA WA N/A NIA WA NIA WA NfA WA WA WA WA 21 NS PRODUCTREVISED 2 Mann 0 2.66'Min.O.CJ FLS 370409 37010s 315 W5 74310s 712100 NIA 211D 106 NIA 348 1,. NIA 4401D5 WA 2 iDs 4421b9 6601& w complying with Ilia Florfh 3Amt.rs 7.71'L11n.O.C.IF.a 6Tg.10 44310$ 525 les 37910$ 073105 NIA NIA I 35316$ I NIA 399 lbs MIA WA I WA 511106 VAIte 1 040 Its DOildu,gro 6ro2t$.o NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Accaptbi3 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Fxpimli FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4: By • • • • • • • TABLE NOTES: 2.000' Mien1[Yrde product Coo \\\11111 fl1 f! • • GSEE ENERAL ETINS1 FOR INSTRUCTIONS S METHODS.ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR ``\%t�U`�( :••�I nl/���J�/ FIGURE 5: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULL ION AND MULLION CLI PS S HOWN• • • • •2�„ 4.000' _ IJo.507U�i _ E NOT TO SCALE.FOR EXACT S IONS.SEE SH EETS 21-23. ES TO BE DRI LLED IN • • • • LT FIELD OCATIONS. DIMENSIONALESTRICTIONS SHOWN ON SHEETS PiM23N FIGURES SHOW SUGGESTED,LAPPROX MA E HOLE fl '.• �/ S• l' ;0 7J '.• ti AT[i OF �J 41 FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '•.FLORIDN•'••,(j`�� a • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �<,Si .••.....•• •M ST BE IN AIRS.EO GAUGINUM SHALL E).STRUCTURAL STELTODBEA BE AT FLFAST.1250F.125"THICK.'THCK AND A36TALLANCHORS INTO MTEEL STUDS TO BE A IMUM ALHALL EX ENDDE 33 NATLEAST 3 SCREW45-THICK(18 2'X4'X.25'MULLION ;;THREADS BEYOND THE MATERIAL,#10&412 ANCHORS INTO WOOD MAYBE STEEL,1B-8 S.S.OR 41D S.S. A.LYt,{N MILLER,P.E. FL P.E.#58705 TABLE 13A Mullion Capacity Table Ibafll2 •0 Opening VVidth(for ferticalVsparbIng md1lons)or Oponing Holght(for horizortaBy-span irg mJlions) zt 501n 601n 701n BO in 001n 1001n 1201n 1401n too in Ractsngulw TsplT9ag. Rectangular TreprTdeng• Ralengulsr Trepr7derg• Rx1en0Wer Trapfrdeng. Rectangular TmplTdanB• Redmow TreP'Tdang. Rectangular Tra"ang. Radagular Treparinn9. Reclengula TrepRdeng. �y LLo 2 x 6 x.26 Learing Loafing Loafing Loading Loadna LOadng Loadna Loading toadng Loadrg Loadng Loadin0 Loading LOndng Lowing Loed'n0 Lowing Lowing y Alum.Tuba r �- p p y .g r z` �• a p ze z` r p• ,£ ox u Mullion �a -c a... A ... £s m 421n 170.0 820 170.0 435 170.0 744 VOLO 478 170.0 BOB 170.0 606 170.0 902 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 621 O H W 4814 170.0 700 170.0 524 170.0 850 170.0 584 570.0 992 170.0 870 170,0 1173 170.0 861 170.0 1275 170.0 877 170.0 1417 170.0 080 170.0 1700 170.0 080 170.0 1803 170.0 880 170.0 2287 170.0 660 J W 50.6251. 170.0 747 170.0 663 170.0 698 170.0 631 170.0 1040 170,0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 758 IY o N 541n 170.0 797 170.0 612 170A 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 837 170.0 1591 170.0 85A 170.0 1853 170.0 501 170.0 2231 170.0 861 170.0 2550 170.0 Bel m a C) 60 h 170.0 Bits 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 ON 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1063 170.0 2833 170.0 1003 co W 631n 170.0 030 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 010 170.0 1456 170.0 1015 170.0 1873 170.0 1078 170.0 1858 170.0 1122 170.0 2231 170.0 1160 170.0 2603 170.0 1171 17OA 2975 170.0 5171 {�a 661n 170.0 974 170.0 789 170.0 t189 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 IWO 170.0 1753 170.0 1155 170.0 1648 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 12M Z m C 721n 170.0 1063 170.0 BTO 170.0 1275 170A IWO 170.0 1485 170.0 1126 170.0 WOO 170,0 1226 170.0 1913 170.0 1315 170.0 2125 WOO 1367 170.0 2550 170.0 1488 170.0 2975 170.0 1528 170.0 3400 170.0 1530 8 m I y`�j 0 786 170.0 1122 170.0 937 170.0 1345 170.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 170.0 2018 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170,0 1829 170,0 3140 170.0 1694 170.0 SSB9 110.0 1705 J (L nZ E 78h 170.0 1161 170.0 907 170.0 1381 170.0 1710 110.0 1017 770,0 1250 170.0 7812 170.0 1789 170.0 2072 170.0 1171 170.0 2302 170.0 1584 170.0 2783 170.0 7700 170.0 3223 170.0 7777 170.0 3883 170,0 1788 Q J V 31.44lnl25.1 JU2B70A 1144 170.0 1594 170.0 1328 170.0 1659 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2858 170.0 ISO 170.0 3188 170.0 2125 150.0 3413 170.0 2273 138.5 3413 170.0 2361 Q - Z N O 0.0 1232 170.0 1700 170.0 4471 170.0 1863 170.0 1822 1700 2287 170.0 1791 170.0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 1189 170.0 2336 137.1 3199 188.8 2470 120.0 3199 156.1 2428 F S8o 0.0 1409 170.0 1017 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 181.8 2781 170.0 2271 148.3 2781 161.8 2333 123.6 2781 140.4 2281 105.9 2781 126,9 2234 82.7 2781 116.0 2190 L.1 0.0 1451 110.0 1088 170.0 1700 170.0 2293 170,0 1832 170.0 2821 170,0 2140 151.8 2032 1823 2245 73x.8 2832 118.4 2216 113.8 2832 128.4 2108 07.8 2832 115.1 2128 85.4 2832 108.3 2096 W Xo0.0 1586 170.0 2125 170.0 5059 151.4 2252 159.8 1891 135.5 2252 141. 806 rD1nX 8.6 1445 504.3 1584 108.1 1125 68.1 15& 01.6 1407 78.2 1561 80.7 1380 BB.S 1561 723 1373 828 1584 65.7 1358 525 1564 58.0 1730 44.7 1584 492 1305 39.1 15& 14.4 1283 Q 04 Q O O Z ARI F VAR ANCHOR CAPACITY ADJUSTMENT FORMULA: �_ �0 Anchor Ce act Table Ibe ANCHOR CAP.,,,,,, , � a 911669670'. 2.7RCancrete 3.5k Cm HolowCMU FAM CMU PTSYoW Metal (DP,)X( )=ANCHOR CAP.,,, WS'El,. 114•SS Eko 5718'Eleo 114-SSElco 010Steal 912SWd #12Sled MULLION CAP,,,m,,,� Arabor typo: 3716'Elm Ullmcon l//'Eko UlOacon Ulbxon 3'16'Eko Wbxon 174•Elca UlUacon Agg..Glor 1111reoon A09r OMM SereW G5)Sersw G5 screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns l ( ) Edge 131 fa e(in): 1• 2-1fr 1• 2.12• 3.118• 1• 2-1/2' r 2.112• 2• 3.1/6' r 0.461 O.F 9_324' CAPACITY REQUIRED'CORRESPONDING TO AN Emmdment MY. 1-314' j 1-314• tarp 5-314• 2 1-174• 14140 1-174• 7-1/4• 1-174• 1474• 7 1-79 1-76• woes ACTUAL PRESSURE REQUIREMENT FORTHE 2AMhms 4.75*Mh0_C./SteMadw oBset Cep F'.162. 390169 390 IM 450156 890 lbs 1844 lbs 270 lbs 280lbs 354 rm 740 bs 374 lbs 684166 946106 341 lbs 442 lbs 560155 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancllae 4.68"MN.O.C.f Sfandud"Oft--CI (Mg.3: T60lb9 780166 900 1b. 170016_3 3232 W 540 ms SOO Ib9 708 lb. 1460 It. 748 lbs 127215e 16921bs 682lbs 8851W 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8Mwlrora 1.71"MIn.D.C.f SwnderdorOkeL CII F .4. 1180166 1400166 IOlolbs 2595 lbs WA WA 0401x1 WA 10051bs WA WA WA 1363 as 5770 Ibs 2240159 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhxa 3•MIn.O.C.f 2x5 Anglo Clips/ ,By 780lbs TSO Ibe 8601b. 1560166 1896lb. 540166 560 It. WA 7609. 748 im 680166 1892166 682 lbs 685 lb. 1120166 CAPACITY WHICH MAY BE USED TO QUALIFY e Anchae 3'MIn O.C.112 2.5 Ann%alm l(Fig.6): 15601bs 1560lbs 1360lba 3120Ibs 37921be 1080W 1120 lbs WA 15201bs 1496 In 1760 lb, _3784 lbs_ 136310. 1770169 2240158 ADDITIONAL ANCHOR OPTIONS FROM THE 12 Arclars 1A'Min.O.C.f 2215 la 1 .7: I66016s 200 lb. 144010.9 3780 lbs WA WA 132066 WA 1500lbs WA WA WA 2045 lbs 2861@8 33801bs ANCHOR CAPACITYTABLE. PR1713UC1'REVIS[.D 4 ArcOarm 1.34'Mir,O.C.7 U{71 Nto.125'ALm. .B): WA WA WA WA WA WA WA WA WA WA WA WA WA NTA 1470105 n6 complyinx widl9ur FlOfld• B ArcMre 0.64'MIn.D.C.f U-Q Inla.125'Alum.(Flo.91: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2861 lbl h-2.000'--�I Bu06htg Code 2 AnClwre 4.B0'MN.O.0/F-pq F.10 380166 390166 450 bs 696Ibe 1818 Ibe 270766 TBD Ibe 354106 740 ba 37-0169 638165 94866 341165 44216_3 560166 - Acttpunce LW 1�0-0115'O3 4 Anchors 7.71'Min.O.0/F-Gi .11' 5901ba 700 The 50566 12081bs WA WA 470169 WA 5331bs WA WA WA 882 lbs 6851ba 1120 lb, •26U' B ilsli Date NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: Aiiam a hOducC • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \;1 1 I 1 1117 • • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \,\� L ,5 �1•!��!//�/, e• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,��:,••'�,C�!:l'!S(•'•.F'ST • • .• • 6.000' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 513705 ' • • • • • e 4 • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON I)-- -- FIGURE 5: FIGURE 0: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �7 b /y ANGLE ;:-O•'•�•�p L4� • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ) C/. FIGURES ATE Of° ( CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED �'rU •-.� • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125" h •'•�����No�' �1�' MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO v �1S)/ n,� • • • • • • • • USED IN BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW rr'• f f PAIRS. 2'X8^X.25' A.LYrNNIMILL&R,P.E. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A Mullion Capacity Table Ibefle) Opening Width(for%onlcaly-spenring mullions)orOpening Height(for hodzontally-spaMng mlfilons) C„H 50 in 60 in 701n 801n 901n 1001n 1201. 1401n 160h �yyggll O Reelargulot Tmp•Ttlatg. Rectaroor Traprrlan9. RectwWlar Trop7Tdorg. RedangNar TrapTnarg. ReclanVlar TtepTdang Rectangular T2p7T8anp. RecW Wor TroprTiaM. Recla.0ular Trsp'TOrg. Reclargular Traprtrlen9. o 1.26•'x2.11•' Loadlrg daadbg Loadlrg Lomig L.Wirg L adrg LOOV Loadirg lcaClrg Loedrg Loadltg Loadlrg Loadln9 LoaGrg Lcadhp Loading Loading Loa4lrg oxo V x.126"Alum p �•_ �•.-. -, .. y ., �u$ fag fig.. ~ Tube Mull8 ' �• 8 A 0tf 0� 04 LL 421. 144,2 526 167.0 428 120.2 518 1489 419 103.0 529 1389 414 901 526 134.8 411 80.1 528 134.1 411 721 528 134,1 411 60.1 628 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 0 Ul ffl. V 6 403 1080 333 83.5 403 94.7 325 69.0 403 88.4 320 60.4 403 61.4 317 637 403 79.1 315 483 403 78.6 314 40.3 403 78.8 314 34.6 403 78.0 314 302 400 79.8 314 _ 3 361 91.0 301 68.8 362 783 294 ea.8 362 71.9 289 51.6 302 67.2 286 457 302 64.8 284 41.2 302 63.6 283 343 362 635 203 29.4 367 63.5 283 261 367 63.5 283 -c N {, .8 318 74.1 267 686 318 64.2 261 48.5 316 67.7 256 424 318 63.5 263 37.7 319 50.8 250 339 318 49.5 249 28.3 318 49.1 248 24.2 316 49.1 248 21.2 318 49.1 248 m 0 .5 268 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.8 258 37.2 207 27.b 259 34.9 204 24.7 258 33.4 203 20.6 250 32.2 201 17.7 268 32,2 201 16.6 258 327 201 U co J _ .7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 25.7 234 31.0 189 23,7 234 29.4 196 21.4 234 28.0 184 17.8 234 28.6 163 15.3 234 205 183 13.4 234 28.5 la3 LU .2 213 39.4 1a3 31.0 213 337 179 285 213 29.0 178 232 213 27.0 173 206 213 25.1 170 18.6 213 237 169 15.5 213 222 167 13.3 213 220 168 11.6 213 22.0 188 Z ym 0 179 30.1 155 239 179 258 162 204 179 226 149 17.9 178 293 147 158 179 18.7 145 J� u h .3 161 25.4 140 20.3 181 21.6 137 17.4 161 19.0 135 15.2 161 17.0 13J �° u 'mZ 78 In 225 152 23.6 133 180 162 19.9 131 18.1 162 17.5 128 Q do V E ~ N o 14BANCHOR CAPACITY ADJUSTMENT FORMULA: Q ` Z N Anchor Cepsely Tibia abs) ANCHOR CAP.,,,,,„, F- X" G o SUxLale: 2.7k Cmcrele 3.&Cmc. 140-CMU F1W CMU4511dg Metal (DP)X( )=ANCHOR CAP... co r'a tl0 0� MULLION CAP.,„,,,,,,, d a' 5116•Eko 114'SS Eko 5/16•Eko irb•SS Eko pEl NI2 Sl�i AmW 3'16•EkoUlt- 114•E1ca IM=m 3116'EkoUMew 1r4•EkoUl-- (VAnehorCllp Pettems ry� Omcal AWralw 1nMon A9gcGator scG$ Screw(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR W V 2-1? 1• 242 3.1/8• 7• 2.117 t• 2-tIe^ z• 3-1/6 2 0.324' CAPACITY REQUIRED'CORRESPONDING TOAN � toEmoeQntlll pn 13.4^ 1-514• 13ra^ 1314• r 1-174• av4• 1-v4• 1v4• 1ar4• 1-va• z • vanes ACTUAL PRESSURE REQUIREMENT FOR THE (JaQ4AMnbl9 3-Mh.O.C.7 2t6A m 1 t' 7130109 7B0 R15 68011s 15WLs 1 ebs 540 Ms 9i01os WA 7601os 7489. Bao lbs 18921be n 14MIm OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED d` m MULLION.IT WILL YIELD A MINIMUM ANCHOR g €€0 m� CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1,266•-�1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I f RODUCT REVISED r u.1 comply ing with the Flarift 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I Build'I S Code FIGURE 1: Acmpwee NO«�Ztt+•n3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23• Exprmdlo.Dade 11p 21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116+ By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mn Dodo thOducr ANGLE CLIP MUST BE USED IN PAIRS. I 125. HOLLOW D CONCRETE BLOC UNIT(CMU)HALL CONFORM TO A4)SUBSTTES:CONCRETE SHALL CONFORM TO ACI SM C-90.IWOOD I SNHALL S. BEP ESSU E-TREATED GROUT-FILLED L �����\�(1: I.. YELLOWS0UTHERNPINEWITHANSG0F0.55.ALUMINUM SHALL BE6083-T6 AND BEA MINIMUM0F.125' T �_��',••-�1GEh1SE '•,'P THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.125'MULUON LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) -i 7 j4"."8705 _ THE MATERIAL.$10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. /1 b ff. -31101'1: A.LYI t4 IM L'Lt�,P.E. FL P.E.#58705 TABLE 14A ® � Mulllon Capactty Table Ibafte) Opening Wldlh(far largcelly-spanrlrg mullons)or Opening Helght(for hori2ont611y-sparring muillons) 50 In 6D in 701n 801n 901n 1001n 120 in 1400 1601n g#? O Rect.wIN Tap'Tdeng. RWnrgdar Tapr76arg. Rectangular TrapRdalg. Reclargdar TrapTaeno. Rectangular TraprTdwV Rectangular Tap•Taang Rectangular Tmp1Tdnng RWagular TmI TMrg. Reclargular Traprrdang F,1 a 1.28"k2.11'• Leading laadirg Loadin9 Loading Loading Loadrg Loading Loading Lodirg Loedrg L4adirg Loadtg L- g Loading Lcadwg Loading LoedUV Loading ox V x.126"Alum y _ p .. .. $ �u$ �j$ $ fag LL Tube Mull �" 0 0 pp� t1 � �" tS 6` tS � 0�' �' ti � g N I I� f 5I I I 1 fa � 5 d1 9a da" aA � Z 421n 144.21 526 167.01 428 120.2 S28 146L8 419 103.0 528 13&9 414 901 526 134.6 411 60.1 526 134.1 411 721 SM 134.1 411 60.1 526 134.1 411 51.6 526 134.1 411 45.1 528 134.1 411 W 481. 90..6 4M 10&0 333 00.5 4M 94.7 325 69.0 403 WA 320 60.4 403 91.4 317 637 403 7ei 316 4&3 403 78.6 314 40.3 403 78.6 314 34.6 403 78.6 314 30.2 403 78.6 314 -1 W 0 2 60.8251n 623 382 91.0 301 68.6 3B2 793 294 56.6 362 71.9 209 51.6 382 67.2 286 457 362 Bd,e 281 41.2 382 636 283 34.3 362 635 2&7 29.4 362 63.5 283 2b 7 362 83.5 2&7 o 541. 67.8 318 74.1 267 586 318 642 261 48.6 31a 57.7 266 424 318 63.5 253 37.7 318 60.8FiO821.4 318 49.5 249 28.3 318 49.1 248 24.2 J18 49.1 240 21.2 318 49.1 248 m C £ 60 In 49.5 258 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 256 37.2 207 27.6 258 34.9 260 33.4 203 20.6 258 32.2 201 17,7 268 32.2 201 16.6 258 322 201 U 1p J •3 631n 427 234 45.6 200 35.6 241 39.1 195 30.5 234 34.7 192 26.7 234 31.0 189 23.7 234 29.4 234 28.0 184 17.8 234 26.8 183 15.3 234 265 183 13.4 234 28.5 163 LU66 In 37.2 213 J9.4 183 31.0 213 337 179 29.5 213 29.0 176 23.2 213 27.0 173 206 213 25.1 213 277 169 15.5 213 712 167 13,3 213 220 169 11.6 213 22.0Z721n 2&0 179 30.1 755 239 179 258 152 204 178 716 149 17.9 179 20.3 147 1&9 179 18.7 2 76 in 24.3 181 23.4 140 20.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 t �W 781. 225 152 23.6 133 1&8 152 19.9 131 16.1 162 17.5 128 Q tr) E 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: ~ ¢ N O Anchor Capsely Tabla Obs) X-Z ao ..o ANCHORCAP.,"e, 60 0'- S4t6lrate 2.7kC-te 3.6kCak. Hamwcmu FI1edCMU PT 000 Motel (DP"„)X( )=ANCHOR CAP.,,, fn �i B 5116•Eko 174•SS Ek0 5116'Ek0 114'SS Elco 0010 Sled 0012 Steel N12 31ee1 MULLIQN CAP.,o„•,,,, Ankv Type 3116'EkO ulltacm 1/4•Elc9Unarm 3/1S'Eku UIImCM 114-Eko UIUacm W N rn AnchorCilp Patlems unracat Aggrata tnlxm AggeGatar Sc"(GS Screw(G5) S-(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR SC oY Of x Ecpe0lstantt nT r tartr 2-1? 3-ve• 1' R7I' 2-1rt 21 3-119• z 0.4ir 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN y Em9e8rIW m) MVLara• taro• tare z 1-114• 1-V4' 1-114• 1-w• 1-ve 1-ve s 1.3ra• lana tales ACTUAL PRESSURE REQUIREMENT FOR THE U a Q 2 aakro3 3-Min.0.o7 25A m r 1 7901as leg los fiao lm 19 IDS 1696 m3 540 ns MOws wA 78D ws 748 IMmo ins 1m211s 6921os 6a5 nx 143G Ins OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O p CAPACITY(FROM THE TABLE)OF THE SELECTED g sfj) U) MULLION.IT WILL YIELD A MINIMUM ANCHOR mgg0 s0 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1,266"--, f FOi)UCT RBVISBD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. us complying with aw Mori& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Bun 18 Codo FIGURE 1: Acttp1mce1401faOZia•o3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. BKpimtion Dute r2b 7w1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• BY FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dade h9duct' ANGLE CLIP MUST BE USED IN PAIRS. I 125* ,11',I I 1!I CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOETE SHALL CONFORM TO OI 301 ASTM C-90.WOOD SHALL BEP ECATIONS.HOLLOW SSU ET REATEDED L E YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.125' 1 ���.•'•�,10E�1SE '•.'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 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) = :: N,1.5b 705 THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. �•'<'C,t" )......1...'•;(.'ice•` S;j�U�lA1...�\0 A.7L WIVI]Uii ,P.E. FL P.E.#58705 TABLE 15A 9(v u Mullion Ca OCRy Tehlo IbaRt2) OponingWidth(for,eNcally-sparrirgmullions)ar0peningHolght(for rorizorllallipspariingmullions) 501n so h 701n SO In 9a In loo h 120 in 140 N 1601n O Rectangular Reprii1mg. Radii alar TmPITA". Reclangdar TrWTderg. Rectangllar TreprTdang. RmtmgLd TrepMwg. Rectnngdar Traplydang. Rectangular Tap'Td. Reclargd r Vgrrden9. Rectangular TnaiMang. a� C 3.26"30 Lanza Load Leadeg Laadng I.00deg Loadeg Loadng LoadnO LOeditg Loafing Lowing L-An Laadng Lowing Leadng Leada9 Lancing Leading oX U DEG.AL y. x .. .uF• _ ,F t - ,�• L' Z> 2^ F t^ L- D 2• z: 2^ D z• to SAYMULL �' �' @ r �� s sg a � , gg g �. e Y 8 nE uE �� u d8 6$ 5$ 3 8 3 �$$ 3 S$ v S p �e d u N m 6 5 fi 6 r fi 5#g 6>y �g1� fi � 5fy � 6� 11 6a --'$ 6E i. �E z g.sg g8 €.t �� E §� �- LA y� W a`¢' �' a`d � 12 2 4 1 1� � 1 �v f� a � � � E ap a� i 53 aF s a� s� a� Z O 42in170.0 820 170.0 135 170.0 744 170.0 178 170.0 868 170.0 506 170.0 892 170.0 519 170.0 1118 170.0 621 170,0 1240 170.0 521 170.0 1180 170.0 521 170.0 1736 170.0 621 119.1 1710 170.0 521 J W /Bh 170.0 708 170.0 624 170.0 650 170.0 581 170.0 992 170,0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 600 162.2 1522 170.0 600 130.5 1522 170.0 680 114.2 1522 170.0 680 Q' 50.8261n 170.0 747 170.0 563 170.0 896 170.0 SM 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 708 136.8 1443 170.0 75B 117.3 1443 170.0 756 102.0 1443 170.0 756 W o o 51 h 170.0 797 170,0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.a 1276 170.0 803 180.4 1353 170.0 aR 144.3 1353 170.0 8W 120.7 1357 170.0 B81 103.1 1353 170,0 861 90.2 1357 170.0 WI m co 601n 170.0 Bas 170.0 101 170.0 1063 1700 797 187.0 5218 170.0 678 118.1 1218 170.0 944 129.9 1218 159.8 938 116.9 1218 152.1 824 81.4 1218 148.1 013 83.5 1218 140.1 813 73.1 1218 146.1 813 I- V J 63 it 170.0 930 170.0 745 170.0 1116 170.0 850 160.2 1150 168.8 073 INA 1150 IVA 914 116.8 1160 141.9 898 105.1 1150 134.2 865 07.6 1150 126.7 971 75.1 1160 128.2 870 85.7 1160 126.2 070 W f. fib in 170.0 974 170.0 789 152.4 1048 165.8 881 130.6 1046 146.8 864 114.3 1040 133.1 850 101,6 1040 123.4 639 91.4 INS 118.5 630 76.2 1046 169.4 821 B5.3 1010 108.2 819 57.1 1048 108.2 818 Z J 721n 110.8 880 147.9 781 117.3 680 128.0 740 100.8 880 110.8 134 08,0 eBp 100,0 722 78.2 880 92,0 712 70.4 680 88.2 70.7 58.7 800 782 69] 60.3 800 78.6 888 44.0 080 18.4 888 ---t bi �W �0 5 1z 761. 119.7 780 125.1 690 99.8 790 108.4 676 85.5 790 97.3 1933 74.8 790 03.9 852 66.5 790 76.9 843 59.8 780 71.7 835 48.9 790 65.1 824 42.8 780 621 819 37A 780 81.5 617 Q } 781n 110.8 750 116.5 857 923 760 98.1 844 78.1 760 85.8 W2 682 750 77.7 821 87.5 750 70,8 812 S5.! 760 65.7 605 18.2 760 59.4 $94 39.6 750 68.2 588 34.8 750 65.5 588 Z Q ¢ N cD 80 ka 721 583 74.4 600 60.1 563 62.0 491 51.6 663 64.8 483 45.1 563 4a9 475 40.1 683 44.4 468 301 583 40.9 462 30.0 50 35.2 452 25.8 563 33.3 445 226 503 31.8 442 F W Z 0 BB in 69.4 495 61.1 443 49,5 495 51,5 435 42.4 495 44.0 427 37.1 495 38.9 421 33.0 486 38.1 115 29,7 193 332 409 24.8 195 29.1 400 21.2 495 ?B.fi 394 10.0 495 25.0 390 rn LU go 9r" 1081n 41.7 391 12.6 357 34.8 391 75.9 318 2A.6 791 31.1 342 23.1 391 V5 ly 27.6 337 23.2 391 24.9 120.9 3BI 22.8 J78 77.4 381 19.7 321 11.9 J91 17.8 3f5 1111n 59.1 370 382 3J5 S2.a 370 J3,0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 370 20.8 3t2 18.0Tn120 In 30.4 317 30.9 289 25.3 317 28.0 284 21.7 317 22.6 280 19.0 717 18.9 276 16.8 317 17.9 Q M Q O O t":n 17.6 220 17.0 207 d v Z�•O B 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: -I 6AD�'A An char Capacity Table he ANCHOR CAP _ suR leete: 2.7k Concrete 3.5k COM. Hollow CMU FaIM CMU PT Wood Metal (DP„)X l ANCHOR CAP.,,,, 5110'Ekoacwn 1H'SS Eko SNB'Elco V/'SS Eko 010 Steel 912 Steel 012 Sleet MULLION CAP.,,,,,,,,/ Anchor Clip Patterns Anchor Typo: Yf6'Eko UIBa4on 114•Eko Uarazon tnSN6'Eko Ui6econ 1/4'Eko Ullracan bAppre0aler unracon ApgreGatar screw(05)Screw(es) Se-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance(Iny V 2-M2 1' 2112' 3.118- 1' 2.112' 1• 2-112' r 3.1/8• r 0.48• 0.64' 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN Embefteni(in): 1-74' 1-311' 1.314' 1-3/4' 2 1-114' 1-1/4' MIC 1-114' 1-7/4' 1-114' 2- 1-/e• 1-76' vada. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchu.@ 5'Vin,0.0/(2)MAn01e Clip f(F4.ty 390 lbs 390 Es 450160 880Ibs V00 IM 270Ibs 260 lb. 35/1D5 T401bs 374 Ito 720 lb, 9181bs xt las 42 Lb. 580105 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors(9 3.5'Min.O.C.12)2x5 Angle Cfps I(Fig.2Y 780 Ibs 7BO Iba 79D Ila 1870lb5 2525150 540160 580165 WA 11201!. 74B lbs 8W lbe 188216. 692 Inc 605lbs 1120165 CAPACITY(FROM THE TABLE)OF THE SELECTED BAnOMro 271'k5'n O.C.!22.5 k /(F .3 1120165 1720168 958168 2248IEs 2254165 WA 8/0169 WA 1059165 WA 7720100 WA 10121m 1327 We 1680 Ws MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODl1CT REVISED FIGURE 1: es complying with Lbe Flows TABLENOTES: RWlding Code 110.10�.1�•O Aeceptana too 3 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Du Met SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, ..11 I I FIGURE 2: ••17 7 125• 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. 30'- ��''�t.El'I F �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' i0 j.;8'105 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF-125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION `;, • • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. `� A'I.OR70?•'• ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYNN Maid R,P.E. FL P.£.#58705 ABLE 16Aak Mullion CapAcity Table IbsW ' Oponlnp Width(for verllcalty-sparvifg millions)or 0poning Holght(for hori2oMal)y-spanning mullions) �� 0 501n SON 701. 80 in BD In 100N 1201n HO In ISO In p Rsclen9uler TraplTdarg. Regen9der Tre9?dang. ReclenOular TreldTderg. ReclenOdar TreplTdang. Ractmrglsr Trep'fdanA. Recleneder Treplyderq. Reolengulor TrspRdmg. Wctanguter LapRdenp, Reclen9uler Trep/Tdm10. u 3.26"46 Loading LaadM Loadna Loadn9 La'.&V Loadna Loadna Loading Losdrig Lcadng Loadrrg Loadna Laaft Losdn9 LoednO Loading Loadng Loadn9 oye U DEO,AL BAY MULL aS� c7 H Al � 3� � �� 3 LS� G ci� u H� c3� � 9 3 � � r�� � 3� d c3a c3 9g 6 c�� � c�� N sag gag z "�� o 42 In 170.0 620 170.0 435 170.0 744 170,0 478 170.0 OM 170.0 508 170.0 902 170,0 519 170.0 1118 170.0 521 1'70.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 521 ,-t W J 481n 170.0 708 170.0 521 170.0 850 110.0 581 170.0 992 170.0 830 170.0 1433 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 880 140,3 1837 170.0 880 122.8 1837 170.0 660 � _ a 1n SO.B25N 170.0 717 170.0 583 170,0 898 170.0 631 170.0 1046 170.0 684 170.0 1185p.l.274. 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 758 126.1 1552 170.0 756 110.4 1652 170.0 756 W o o 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 110.0 764 170,0 1275 170.D 1434 170.0 837 155.2 1455 170.0 850 128.3 1455 170.0 641 110.8 1455 170.0 601 97.0 1455 170,0 861 W m F 60 i1 170.0 685 17D.0 701 170.0 1083 170.0 797 17OA 1240 170.0 876 157.1 1309 139.7 1309 170.0 996 125.7 1308 163.5 994 104.8 1308 157.1 082 60.6 1309 157.1 082 78.8 1309 157.1 982 83In 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 126.7 1247 152.8 985 114.0 t247 144.3 952 05.0 1247 136.2 036 81.4 1247 135.7 935 71.3 1247 135.7 035 � ul SON 170.0 074 170,0 789 170.0 1169 170.0 907 148.4 1180 163.7 065 129.9 11005 116.4 1190 138,5 928 103.9 IUD 12&4 014 80.6 1180 110.5 898 74.2 1100 116.1 8D3 64.0 1190 11&1 893 Z U)I 721. 181.8 1010 169.5 677 131.7 1010 iM.6 858 115.4 1010 117.2 812 101.0 1010 59.8 1010 105.8 617 80.6 1010 90.9 007 87.3 tOtO 80.0 795 57.7 1010 87.4 700 50.6 7010 81.7 TB9 _& Z 761. 137.4 806 143.6 702 114.5 BOB 122.0 775 98.1 008 107.1 701 85.9 0069 76.3 908 58.2 736 66.7 908 82.3 720 57.3 008 74.7 718 4e.1 808 71.2 710 12.9 908 70.0 708 Q .- f 761. 127.1 801 132.5 754 105.8 061 112,5 738 80.6 881 06.8 725 709 881 66.5 713 70,8 801 81.0 703 83.6 SOt 75.1 804 53.0 661 86.1 881 15.4 081 84.5 875 39.7 661 63.7 072 Z Q ¢ N O W N 82.7 848 85.4 574 68.0 648 72.1 554 59,1 648 62.9 SM 51.7 618 66.1 545 40.0 644 50,9 637 41.4 618 47.0 530 34.5 648 41.5 519 28.6 846 38.2 511 25.8 646 38.5 507 Q m Z F Wa 23o 98N ee.2 586 70,1 $00 50.0 568 59.1 489 46.7 580 61.1 401 42.8 5118 IS.B 103 37.9 566 11.4 478 7{.1 588 39.1 470 28.4 ON 33.4 459 24.3 566 30.5 452 2t.3 505 28.7 447 to LU-fl 1081. 17,0 419 48.9 105 30.8 M9 11.2 309 71,2 4fe 35,7 393 28.0 M9 31.7 307 2&8 /4B 28.6 352 23.0 M9 261 377 20.0 449 22.7 306 17.1 HB 20.4 361 1&0 448 10.9 350 Iit N 44.1 425 45.0 355 38.5 425 37.9 379 31,5 425 328 373 21.0 425 29.1 307 2LU 4.6 125 28.2 302 221 125 21.0 358 18.4 125 20.7 150 15.6 425 16.8 343 w WO 1201. NLO 304 35.5 331 29.1 384 20.0 328 24.0 _301 25.8 321 21.8 384 22.6 317 10.4 301 20.5 313 17.5 384 16.7 300 (� O 1 -q ¢ O 1441. 20.2 -253720.4 233 18.5 253 17.1 230 Q= Z mfA f/) TABLE IBB NCHOR CAPACITY ADJUSTMENT FORMULA: m� 9 �� D= Anchor Ca act Table Iba ANCHORCAP.,_,,", �_7 Substrate: 27k Concrete 3.5k Con. Hdow CMU FWWCMU PT Wood Mew (DP-)X( )=ANCHOR CAP.,•o y+6'Eko 1N•SS Eka 5116'Elco 1N•SS EkokSc"(G5) l 012 61.1 012 Slael MULLION CAP.,e,„", Anchor CllpPahem9 tuwbarTypa. 3116 EkoUllrecon 1H'EkoU@ecm YfB'EkoUlUecon 1!4'EkaUlbacm Ulueca. AD9IS Elan Ultmcon 11.8S Eton snow(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edw ciatanco Ont t• 2-17 1• 2-17 3-118• t• 2-ir' 1• 2-Iw 2• 3-1tr 2• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(Nl: 1314• 13M' W74' 1-Y4' 2 1-114• +-1q• 1-174• +-114• 1-114• 1-1N' 2' 1318• sells ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amtore 5'Min O.C.! Drs e - 1 .1 390@6 300106 450Ins 4901ba 1700Ins 270109 2e01bs 354ID4 740Ins 74T201bs B46Ins 1/21bs 5601tnOPENING,WHEN IT IS LOWERTHAN THE MULLION 4 ArcMrs 3.5'MIn.O.C./(2)D15 A Ie Cies/fFq.2t 750 ft 7B0Ib5 700 @6 1670lbs 2525 Ws 540lbs 5601bs wA 1120106 74611x: .1. 1092186 .11. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED wn.0912265 An Ci I .9 1120IN 112010.6 BSB IDa 2240lb. 225+.6 wA 8/0lbs wA 10591W w1- 1320Ib, wA 13271b. 1650 Ins MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCr REVISrD FIGURE 1: n9 complying wi•A 9w Flbri& TABLE NOTES: Duildulg Code �6.OZ)$•o.3 Am:planco Igo • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bx iralion Date ZQ$� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dy FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mi am' hoduct 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45' �>,Ci�1•••""••.�<<<'.1��� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z ; 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,250' hlo 58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �• ////;;;; = • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" _ :�A, 6 2: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45' ^!1 t (�`J $ l f LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULL J ON '.p '•' "TP7'Oir f THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. �.;��'•. •1.1.11!11V�`. .Ci..: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �i7`S�Sf J �\ •� A.LYN FL P.E.#58705 -{ 1.800" 1.000• 1.862'-1 .063'- ' .385' rt .062' -.125' --I 1--.125' 38" ! pp 4 4.000" 4.000' 4.000' 2.00 .125"S6063•T()ALUMP � 2X5 ANGLE CLIP ti 2.625' 2.125" 2.000' .125' TAN X•SECTION U•CLIP 6063.76 ALUM. I I 6063-T6ALUM. I X•SECTION ,125` N .125" .125' -125" X-SECTION L u 5 m Cl) .031 ,125' O �N¢ CO CENTER OF ANCHOR HOLE MUST LIE WITHIN THEULI '125 376° .155' 375• DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE ANCHOR O.C.DISTANCE.MAXIMUMANCHOR Ca x0 1n 1'X4'X.12S T 1'X4"X.375" -T 1'X4'X.37S -f HOLE DIAMETER:ANCHOR DIAMETER*1116'. WO O MULLION MULLION 'T'-MULLION 5.500' Z M 8063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 3125• CUTHERETO 5.000" _ 375' f-' Q Cfl _9 X-SECTION X-SECTION X-SECTION MIN. --_�-CREATE F-CLIP,SEE '376" -� MIN. z DETAIL F.SHEET 4 1.250` .375' Z Ud g m ?�? -r____-__� I r_______I r___-___-_ ____-__'_-_i .375' � �Ir N .!D CENTER OF ;; n250' 1,250•-.• I I I I I ANCHOR HOLE j I MIN. J d o �Z I I I 1 MUST LIE WITHIN I I I I THE DASHED r I I II I I F BOUNDARY.SEE j j Z V Q rn o 2.875'�- _-_ '} ----- 0 SHEETS 5-20 FOR Q Z.Z `- I THEANCHORO.C. I QAt N� 3.94' I I I I F I DISTANCE. Z I I I I MAXIMUM 3. 3.250" I I I I I ANCHOR HOLE t I I I I I DIAMETER: I fn `l Y 00' .100' .1�" I I LANCHOR I J L .___._J I L_�_____J DIAMETERr1118'. L_ ___________________� ¢ ¢ O O Z .100" -r 2X5 ANGLE CLIP �a mO�.O 624° 624" rt STANDARD CLIP U-CLIP 6063T6 ALUM.T -L __j 6063-T6 ALUM. 0083-T6 ALUM. TOP%EW y � --1 .820'1-- I -1 .820" F- -'i .820' 1-- WITHINCENTEHE ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25'X.100' 1.25'X 3.25'X.624' 1.25'X 3.94'X.824' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(in) For Mullion: Dimension Value(in) For Mullion: 6005.75 ALUM. 6005•T5 ALUM. 6005.75 ALUM, DIAMETER ANCHOR DIAMETER+1116'. F 3.68 1 X4'X F 1.936 1.25'%3.25' X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.600 X.824• 3.g5g• 5.500' H 2680 Aluminum H 7438 Aluminum 375° 1 3.008 Tube Mullion 1 3.250 Tube Mullion 2.661" /'� ,125' _ .375" F 3.187 1'X4'X F 2.625 1.25'X3.94' 1.377"� •125" 1.877' I MIN. G 0.757 .375' G 1.125 X.624' �___ ___- r_______� H 2 30 Aluminum H 1.500 Aluminum �n,AiJCI'RF'VISED I I I I I 3.000 Tube 8'T I 3.250 7Ube Mullbn :n complying wig,d1 Florida I I I I F 2250 1.25'X3.25' F 2.813 30'Ba Mull Building Code I I I I Ifo-0218.0 .125" I I I I G 0.760 X.100' F 2.876 45'Be Mull Aeueple„ceNa 3 .125' 45' 2.250" i i i I 1.500 Aluminum E pimti Hare 30' I I I I I 3.250 Tube Mullion By I I I H I I I I I Mi Bede Product 3.250°q5°BAY MULLION 3.250' I I I I TABLE D 30'BAY MULLION 6063-TB ALUM, L_ I I �_ _____ I Mull Dlmendon POTPartp ��I`1• �YNPJ ,(y!/////� 6063-TB ALUM. I X-SECTION J (ehaettM) Mullion Std,Clip Otleet Clip U-Clip Angle Clip �� pal.••""•••��(� X-SECTION L I - G OFFSET CLIP 1'X4'%.125'(10) 69384 S8B111M 6e61122M 666241M 866518M `:.•'�,ICCNSg '•,•;C i .125" I 6083-TB ALUM. 1'X4-X.375'(11) 66610 666112M 6661123M e86242M 686519M t'' r T I 1070 .228"J �-,981"-1 .226' �--.981"-4 .740° -I TOPVIEW 1'X4•X.375••T(11) 88653 eetimm 6651123M M242M W519M - "• ` ldyG.F)� NOTES: fe 1.2S X3.25'X.100'(13) 20160 6681127M 6661124M 6W2410M 6e65115M _ /A�j7 Ll; - 1.25'X 3.25'X.824'(14) 20181 8881128M 8881125M 6682411M 6865118M _ VVV III'_(�Ijt IAJGG (`!r 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X X.824•(15) 20182 6661117M (IN1126M 668241M 666517M OA s `L 2)SEE SHEETS5-20FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30Deprea(19) 88849 WA WA WA 8885110M '.�.(�'•.,,FLOR\04:•'�`�C'1;�� 45 Degreo(20) 86850 WA WA WA 6885111S,S I r�t�t 4� `�� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LKN, 1#I� R,�.E. FL P.E. 58705 TABLE E � Mull Dimension PGT Part# f a y3 FF (sheet#) Mullion Std.Clip U-Clip Angle Clip _ I -I�-.125 Fa --�I--.125' -�I--,125" � Q 2"X4"X.25"(16) 66602 666281M 666271M 6665112M do 2"X6"X.25"(17) 66604 666262M 668272M 6665113M I STANDARD CLIP U-CLIP 2X5 ANGLE CLIP46063-T6 ALUM. 6083-T6 ALUM. 6063-76 ALU M2.000• X-SECTION 2.125XSECTION 2.000° X-SECTIONNOTES: I1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING -125° •125" .125' c DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z 'Al rc 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I O F�- HOLE LOCATIONS. I`1.490'--� 1.490'--- � tWt1 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. m 5.500" CUT HERETO U r? N -3.500. -375'CREATE F-CLIP, 5.00D" _ 375' m CD O -2.000" .375' 'C _SEE DETAIL F, .375' �6 .375' ��MIN. ZO ( N MIN. SHEET4 MIN. --I Z -� --- -- -I" T---------------------T ul m 1 I I I I QS m g I I I I I J IL 65 it 32Z 4.DDD• I r I Q J v .250'-- �- -I-- --- --I- 3.438° + 3.438" Ce j--------j F U Q rn 2'X4'X.25• I I o MULLION I I I 3.438' i i Z Z co 6063-T6 ALUM. I I I Q gyp�� X-SECTION I I I j j •375' N Z v0i o I t -----3- [MIN. LU Oof _ I ---� -- -- L------------ 5 Y �- STANDARD CLIP 2X5 ANGLE CLIP L) Q CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. U-CLIP,0063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6083-TB ALUM. Q Z y 250° WITHIN THE DASHED BOUNDARY.SEE TOPMEW SED FOR 2'Too MUELI LION,SHEET 16 WITHIN THE DASHED BOUNDARY.SEE TOPMEW NO sO SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER♦1/16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500• DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER-1116'. 5.000' 2.000'- 3.500' SEE TE DETAICLIP, -'�-,375' � -- '"( •375' --�I .375' SEE DETAIL F, MIN.~ r-SHEET4 MIN. rY MIN. .375° r-------- ------ -'--------- - -- -- �[' --------------------1 I I I I I I I I I I I { I I I 'i2Q7JUCT REVISED I I j � j as Complying�viM the Ftoridti I I Building Code I i Accepts ceNo 1b-O'�18.OS I I I f pirnlion Dace 207) I I I j j By _I-_ -L a.s6e q- +--------I Mt Dada Pro& 6.000' T- t- - 5.438" ot .250' I I I \1\1111111, I 5.438' 5.438' I \I / ,/, I I I I � 1� GENS '•.F� 2'X6'X.25' I I I I `,`..• \\ (` MULLIONI I - it No,5870,5 � 6063-T6 ALUM. I -_ X-SECTION I I I I .375" - -------� I L-----'-- I MIN. 6r- STANDARD 1 p:_ ------------ -----------I tl - /?)% sicE r STANDARD CUPL UCUP 2X5 ANGLE CLIP %�(O�'•J;/,ORIF F;r' ��;,:� .250" 6063.76 ALUM. 6063-T6 ALUM. 6063.76 ALUM ��i,`S��(lI'��,_F.-`,♦ TOP VIEW USED FOR 2"X 6'MULLION,SHEET 17 TOPMEW A.LY�/N FAILLER,P.E. TOPMEW FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. ® ^ g NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32+32+1'=65".REFERENCING SHEET 25,THE COLUMN USING --_- - RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED "Z DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT LARGER SIZE AVAILABLE. g�$4' z •y -SEE `SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD a FENESTRATION DETAILS, 16 Y K NOT BE SUITABLE FOR THIS APPLICATION. g u PRODUCTS SHEETS of APPROVAL 2.3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75'X.650'MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d 72- OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 }m ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N a IIWSEE LD - oETAJLS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J W 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. moo' O _ IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, 111 C3 NOANC—HORS-1iNF-W-IND—OW SIr- ILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSP: M —32 --1 L--MULLw _j om636 LBS (60 PSF)X( >=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF 7 m z g THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A Z DESIGN PRESSURE OF-50.01-55.0 PSF. Q GG adz FOR THE VERTICAL MULLION: Z~ Q N o 1 INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 361+36"+1"=73.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL to§ or EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. uJ o O W Q_ MULLWIDTH FROM TABLE 3A,SHEET 7,THE 1'X 2.75"X.375'MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF _ I_ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F•' FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250-MULLION(LENGTH=105',OPENING WIDTH=60')HAS A DESIGN PRESSURE OF+I-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS 0- LU Z U) V) SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �� €0,W -SEE DETAILS. 32 FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2'=74,NOT 73'AS PREVIOUSLY PRODUCrS &3� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-112+35-112'+2=73"). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL! i CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` - - USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.112-GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. g DETAILS, DETAIL E. OPENING SHEETS 23 SHEET FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED MULLION 1 THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE Ll lding my with - F21 USED.FROM TABLE 12A,SHEET 16,THE 2'•X 4"X.250-MULLION(@ LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE A�°P;e,mom 16-02�8.0,3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pimlI=Date 1f11Q SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE Ir Dy SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miam Dade product 23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \L I!1 111 ANCHOR CAPACITY OF 521 LBS. n1/� �� LYMfJ B'.HORIZ. . I ; ,O\1(•.....•. ULL LENGTH MUL38'L LENHORILGTH—'j 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FORTHE U-CLIP SHOWS THE ANCHOR \�i`,•''V\CEId cE `'P ' --11 CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE L."CPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. FROMTHE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: yam. - +1-64.7 PSF FROM THE VERTICAL MULLION; -.•Ly "L�'I /4( {,fj..; R:- +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHINGTO CMU; r(� O ( 1(1'� +1.170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). (�) AI E THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. '\�.'•.,1CUfL1D�';.•-•(•:j•';. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION 1i1 /()NA ��.� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYhN MLE}2 IL ,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 a EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: � o PW II _ PW PW � i w — — ILI N 00 SHIDH SHIDH- - SHIDH SHIDH I PW PW U) 1N W W c co LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION a 0 M O SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i HINGED tD J DOOR m 7 Z m � PW LOADING OF VERTICAL MULLION j N 2Z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d •- d' PW - -- I Z Q rn o Q Q Z N - -- I Pw PW F- PW fo o PW (7w S o - Z _ I 7/7 _ i� Pw - Of O FIT SH1DH SHIDH' -" _ SWOH SH/DH Q OJ Z O SHIDH Owl 4 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION l/ PW PW HR I 1 — I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED DOOR PW PW I NOTES: ;RO=CT REVISHD I g Code DRAWINGS 13uildicomplyingwilh Oyu F[o[id4 Bn RERESE I ERESENTATIONS OF TYPICAL ActtMa�lce N. O { PW CONFIGURATIONS. r inti Dale QO PWr - - CONFIGURATIONS NOT SHOWN H _ MAY BE EXTRAPOLATED FROM hoduG co / i _ -- _ THOSE SHOWN. Mian' a 2)IF THE LOADING TYPE CANNOT \�� i�.i LYNN (r�7J SIVA 1 BE DETERMINED,USE PW RECTANGULAR LOADING.PW •���•' �?r'E I'IvF •'•�'r i 3)SEE PRODUCTS'APPROVAL FOR ' .I• No.55705 ' ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j `r "D ••� U 1S' 6,'I rj I SGD ~•f�)•. 6TL-UF [r/;• oil \ \ LOADING OF HORIZONTAL LOADING OF VERTICAL A.LYNN ARI E. MULLION MULLION FL P.E.#58706